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N C'7 CM 0 W c� 0 0 0 N U O N H m 0 N CO co It O 0 z w _ U) X w I w z CIO, m = n co ( } m O — U Q co N z Y N O N N a o 0 mk souNDTRANS►r CENTRAL PUGET SOUND REGIONAL TRANSIT AUTHORITY CIVIL CONSTRUCTION PERMIT #C24002 7 23: COR CONDITIONS OF APPROVAL ARE LISTED ON SHEET 007 - BT 1 20-GZL006 STRIDE BUS RAPID TRANSIT GENERAL ENGINEERING CONSULTANT SERVICES RTA/CN 0205=24 SOUTH RENTON TRANSIT CENTER AND ROADWAY IMPROVEMENTS Sl =BT1 05 FOR BID MAY 2025�. Z!V0Mel V091:f'10 SrJ?IDE BRT General Engineering Consultant SUBMITTED BY: NAME: RICARDO PARGAS TITLE: PROJECT MANAGER REVIEWED BY: i NAME: JOEY ALTCHECH TITLE: PROJECT MANAGER DATE: 06/12/2025 DATE: 06/12/2025 THE PREPARATION OF THIS DOCUMENT HAS BEEN FINANCED IN PART THROUGH A GRANT FROM THE U.S. DEPARTMENT OF TRANSPORTATION FEDERAL TRANSIT ADMINISTRATION UNDER THE URBAN MASS TRANSPORTATION ACT OF 1964, AS AMENDED, AND IN PART BY THE CENTRAL PUGET SOUND REGIONAL TRANSIT AUTHORITY DISTRICT OF WASHINGTON, AND THE STATE OF WASHINGTON CONTRACT LOCATION MAP - WASTEWATER UTILITY Surface Water Enginering CURRENT PLANNING �' jstowell 11 /25/2025 jfarah 11 /10/2025 R)] jding 11/05/2025 TRANSPORTATION OPERATION ®� CBarnes 12/01 /2025 eN*o DEVELOPMENT ENGINEERING WATER UTILITY REGIONAL FIRE AUTHORITYAPPROVED msippo 11 /25/2025 ABDOUL GAFOUR 11/12/2025 cthomas 11/05/2025 4FlREP VOLUME 1 BOOK 1 OF 3 R-433201 DRAWING No.: BT120-GZT001 LOCATION ID: BT120 SHEET No.: REV: 001 1 Xrefs: xBRT-CUD05- TxS1-BT120-C N co M I 0 w 0 0 0 0 0 _o N (D 0 N m U) L0 00 c0 IZT 0 U w X Q U) X W (D i w W 06 X m Q C0 U) U pp — O U d Q o z N Y o N N � o U SOUTH RENTON TRANSIT CENTER - BOOK 1 OF 3 SHT. No. DWG. No. REV TITLE SHT. No. DWG. No. REV TITLE GENERAL CIVIL (CONT'D) 1 BT120-GZT001 1 GENERAL COVER SHEET EROISION AND SEDIMENT CONTROL CONT'D 2 BT120-GZ1001 A GENERAL INDEX OF DRAWINGS 64 BT120-CTD103 0 CIVIL STANDARD TESC DETAILS 3 BT120-GZ1002 A GENERAL INDEX OF DRAWINGS 65 BT120-CTD104 0 CIVIL STANDARD TESC DETAILS 4 BT120-GZ1003 A GENERAL INDEX OF DRAWINGS SITE 5 BT120-GZ1004 A GENERAL INDEX OF DRAWINGS 66 BT120-CSP100 1 CIVIL SITE PREPARATION PLAN AREA PLAN AND GENERAL NOTES 6 BT120-GZ1005 A GENERAL INDEX OF DRAWINGS 67 BT120-CSP101 1 CIVIL SITE PREPARATION PLAN RAINIER STA 200+00 TO RAINIER STA 204+00 7 BT120-GZ1006 A GENERAL INDEX OF DRAWINGS 68 BT120-CSP102 1 CIVIL SITE PREPARATION PLAN RAINIER STA 204+00 TO RAINIER STA 208+50 8 BT120-GZ1701 A GENERAL INDEX OF DRAWINGS 69 BT120-CSP103 1 CIVIL SITE PREPARATION PLAN RAINIER STA 208+50 TO RAINIER STA 212+42.13 9 BT120-GZK000 0 GENERAL PROJECT LOCATION ID PLAN 70 BT120-CSP104 1 CIVIL SITE PREPARATION PLAN GRADY STA 151+00 TO GRADY STA 156+50 10 BT120-GZKO01 0 GENERAL KEY PLAN 71 BT120-CSP105 1 CIVIL SITE PREPARATION PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 11 BT120-GZN001 0 GENERAL GENERAL ABBREVIATIONS 72 BT120-CSP106 1 CIVIL SITE PREPARATION PLAN LAKE STA 401+50 TO LAKE STA 405+55.16 12 BT120-GZN002 0 GENERAL GENERAL ABBREVIATIONS 73 BT120-CSP107 1 CIVIL SITE PREPARATION PLAN LAKE STA 405+50 TO LAKE STA 408+28.91 13 BT120-GZN003 0 GENERAL GENERAL ABBREVIATIONS 74 BT120-CSP201 1 CIVIL SITE PREPARATION PLAN S RENTON TRANSIT CENTER 14 BT120-GZN004 0 GENERAL GENERAL ABBREVIATIONS 75 BT120-CSP202 1 CIVIL SITE PREPARATION PLAN S RENTON TRANSIT CENTER 15 BT120-GZN005 0 GENERAL GENERAL ABBREVIATIONS 76 BT120-CSP203 1 CIVIL SITE PREPARATION PLAN S RENTON TRANSIT CENTER 16 BT120-GZN006 0 GENERAL GENERAL SYMBOLS AND LEGEND 77 BT120-CSP204 1 CIVIL SITE PREPARATION PLAN S RENTON TRANSIT CENTER 17 BT120-GZN007 0 GENERAL GENERAL SYMBOLS AND LEGEND 78 BT120-CSP205 1 CIVIL SITE PREPARATION PLAN S RENTON TRANSIT CENTER RIGHT-OF-WAY 79 BT120-CSS101 1 CIVIL SITE PREP POINT TABLE 80 BT120-CSS102 1 CIVIL SITE PREP POINT TABLE 18 BT120-RMP501 1 RIGHT OF WAY MONUMENT PLAN ROADWAY 19 BT120-RPP101 1 RIGHT OF WAY PROPOSED PLAN RAINIER STA 200+00 TO RAINIER STA 204+00 81 BT120-CPP100 1 CIVIL PAVING PLAN AREA PLAN AND GENERAL NOTES 20 BT120-RPP102 A RIGHT OF WAY PROPOSED PLAN RAINIER STA 204+00 TO RAINIER STA 208+50 82 BT120-CPP101 2 CIVIL PAVING PLAN RAINIER STA 200+00 TO RAINIER STA 204+00 21 BT120-RPP103 1 RIGHT OF WAY PROPOSED PLAN RAINIER STA 208+50 TO RAINIER STA 214+00 83 BT120-CPP102 2 CIVIL PAVING PLAN RAINIER STA 504+00 TO RAINIER STA 208+50 22 BT120-RPP104 A RIGHT OF WAY PROPOSED PLAN GRADY STA 151+00 TO GRADY STA 156+50 84 BT120-CPP103 A CIVIL PAVING PLAN RAINIER STA 208+50 TO RAINIER STA 212+42.13 23 BT120-RPP105 1 RIGHT OF WAY PROPOSED PLAN GRADY STA 156+50 TO GRADY STA 160+46 85 BT120-CPP104 2 CIVIL PAVING PLAN GRADY STA 151+00 TO GRADY STA 156+50 24 BT120-RPP106 1 RIGHT OF WAY PROPOSED PLAN LAKE STA 401+50 TO LAKE STA 405+55 86 BT120-CPP105 1 CIVIL PAVING PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 25 BT120-RPP201 A RIGHT OF WAY PROPOSED PLAN 87 BT120-CPP106 2 CIVIL PAVING PLAN LAKE STA 401+50 TO LAKE STA 405+55.16 26 BT120-RPP202 A RIGHT OF WAY PROPOSED PLAN 88 BT120-CPP201 2 CIVIL PAVING PLAN S RENTON TRANSIT CENTER 27 BT120-RPP203 A RIGHT OF WAY PROPOSED PLAN 89 BT120-CPP202 2 CIVIL PAVING PLAN S RENTON TRANSIT CENTER 28 BT120-RPP204 A RIGHT OF WAY PROPOSED PLAN 90 BT120-CPP203 A CIVIL PAVING PLAN S RENTON TRANSIT CENTER 29 BT120-RPP205 A RIGHT OF WAY PROPOSED PLAN 91 BT120-CPP204 A CIVIL PAVING PLAN S RENTON TRANSIT CENTER CIVIL 92 BT120-CPP205 1 CIVIL PAVING PLAN S RENTON TRANSIT CENTER 93 BT120-CPS101 1 CIVIL PAVING PLAN POINT TABLES ALIGNMENT 94 BT120-CPS102 1 CIVIL PAVING PLAN POINT TABLES 30 BT120-CAP100 1 CIVIL ALIGNMENT PLAN AREA PLAN 95 BT120-CPS103 1 CIVIL PAVING PLAN POINT TABLES 31 BT120-CAP101 1 CIVIL ALIGNMENT PLAN RAINIER STA 200+00 TO RAINIER STA 204+00 96 BT120-CPS104 1 CIVIL PAVING PLAN POINT TABLES 32 BT120-CAP102 1 CIVIL ALIGNMENT PLAN RAINIER STA 204+00 TO RAINIER STA 208+50 97 BT120-CPS105 0 CIVIL PAVING PLAN POINT TABLES 33 BT120-CAP103 1 CIVIL ALIGNMENT PLAN RAINIER STA 208+50 TO RAINIER STA 212+42.13 98 BT120-CPS106 1 CIVIL PAVING PLAN POINT TABLES 34 BT120-CAP104 1 CIVIL ALIGNMENT PLAN GRADY STA 151+00 TO GRADY STA 156+50 99 BT120-CPS107 A CIVIL PAVING PLAN POINT TABLES 35 BT120-CAP105 1 CIVIL ALIGNMENT PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 100 BT120-CPS108 0 CIVIL PAVING PLANS POINT TABLES 36 BT120-CAP106 1 CIVIL ALIGNMENT PLAN LAKE STA 401+50 TO LAKE STA 405+50 101 BT120-CAV101 1 CIVIL VERTICAL ALIGNMENT N TRANSIT CENTER 37 BT120-CAP107 1 CIVIL ALIGNMENT PLAN LAKE STA 405+50 TO LAKE STA 408+28.91 102 BT120-CAV102 1 CIVIL VERTICAL ALIGNMENT S TRANSIT CENTER 38 BT120-CAP201 1 CIVIL ALIGNMENT PLAN S RENTON TRANSIT CENTER 103 BT120-CAV103 1 CIVIL VERTICAL ALIGNMENT RAINIER AND LAKE DRIVEWAY 39 BT120-CAP202 1 CIVIL ALIGNMENT PLAN S RENTON TRANSIT CENTER 104 BT120-CAV104 1 CIVIL VERTICAL ALIGNMENT LAKE AVE S 40 BT120-CAP203 1 CIVIL ALIGNMENT PLAN S RENTON TRANSIT CENTER 105 BT120-CRD101 0 CIVIL CURB RAMP PLAN AND DETAILS 41 BT120-CAP204 1 CIVIL ALIGNMENT PLAN S RENTON TRANSIT CENTER 106 BT120-CRD102 1 CIVIL CURB RAMP PLAN AND DETAILS CONSTRUCTION STAGING 107 BT120-CRD103 0 CIVIL CURB RAMP PLAN AND DETAILS 42 BT120-CHP101 0 CIVIL TRAFFIC HAUL PLAN SOUTH RENTON TRANSIT CENTTER 108 BT120-CRD104 0 CIVIL CURB RAMP PLAN AND DETAILS TYPICAL SECTIONS 109 BT120-CRD105 A CIVIL CURB RAMP PLAN AND DETAILS 43 BT120-CRY101 1 CIVIL TYPICAL SECTIONS RAINIER AVE S 110 BT120-CRD106 0 CIVIL CURB RAMP PLAN AND DETAILS 44 BT120-CRY102 1 CIVIL TYPICAL SECTIONS RAINIER AVE S AND HARDIE AVE SW 111 BT120-CRD107 0 CIVIL CURB RAMP PLAN AND DETAILS 45 BT120-CRY103 0 CIVIL TYPICAL SECTIONS S RENTON TRANSIT CENTER 112 BT120-CRD108 0 CIVIL CURB RAMP PLAN AND DETAILS 46 BT120-CRY104 1 CIVIL TYPICAL SECTIONS GRADY WAY 113 BT120-CRD109 0 CIVIL CURB RAMP PLAN AND DETAILS 47 BT120-CRY105 1 CIVIL TYPICAL SECTIONS GRADY WAY AND PARKING LOTS 114 BT120-CRD110 0 CIVIL CURB RAMP PLAN AND DETAILS 48 BT120-CRY106 1 CIVIL TYPICAL SECTIONS LAKE AVE S AND RAINIER AND LAKE DRIVEWAY 115 BT120-CRD111 0 CIVIL CURB RAMP PLAN AND DETAILS EROISION AND SEDIMENT CONTROL 116 BT120-CRD112 0 CIVIL CURB RAMP PLAN AND DETAILS 49 BT120-CTP100 1 CIVIL TESC PLAN AREA PLAN AND GENERAL NOTES 117 BT120-CRD113 0 CIVIL CURB RAMP PLAN AND DETAILS 50 BT120-CTP101 1 CIVIL TESC PLAN RAINIER STA 200+00 TO RAINER STA 204+00 118 BT120-CRD114 0 CIVIL CURB RAMP PLAN AND DETAILS 51 BT120-CTP102 1 CIVIL TESC PLAN RAINER STA 204+00 TO RAINIER STA 208+50 119 BT120-CRD115 0 CIVIL CURB RAMP PLAN AND DETAILS 52 BT120-CTP103 1 CIVIL TESC PLAN RAINIER STA 208+50 TO RAINIER STA 212+42.13 120 BT120-CRD116 0 CIVIL CURB RAMP PLAN AND DETAILS 53 BT120-CTP104 1 CIVIL TESC PLAN GRADY STA 151+00 TO GRADY STA 156+50 121 BT120-CRD117 1 CIVIL CURB RAMP PLAN AND DETAILS 54 BT120-CTP105 1 CIVIL TESC PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 122 BT120-CRD118 0 CIVIL CURB RAMP PLAN AND DETAILS 55 BT120-CTP106 1 CIVIL TESC PLAN LAKE STA 401+50 TO LAKE STA 405+50 123 BT120-CRD119 0 CIVIL CURB RAMP PLAN AND DETAILS 56 BT120-CTP201 1 CIVIL TESC PLAN S RENTON TRANSIT CENTER 124 BT120-CRD120 0 CIVIL PAVING DETAILS 57 BT120-CTP202 1 CIVIL TESC PLAN S RENTON TRANSIT CENTER 125 BT120-CRD121 0 CIVIL PAVING DETAILS 58 BT120-CTP203 1 CIVIL TESC PLAN S RENTON TRANSIT CENTER 126 BT120-CRD122 0 CIVIL PAVING DETAILS 59 BT120-CTP204 1 CIVIL TESC PLAN S RENTON TRANSIT CENTER 127 BT120-CRD123 0 CIVIL PAVING DETAILS 60 BT120-CTP205 1 CIVIL TESC PLAN S RENTON TRANSIT CENTER 128 BT120-CRD124 1 0 1 CIVIL PAVING DETAILS VARIABLE HEIGHT DOWELED CURB 61 BT120-CTN101 1 CIVIL STANDARD TESC NOTES R-433202 DEVELOPMENT ENGINEERING � �IL msippo 11/25/2025 62 BT120-CTD101 0 CIVIL STANDARD TESC DETAILS 63 BT120-CTD102 0 CIVIL STANDARD TESC DETAILS DESIGNED BY: E. GOLLER ���THs�� �sc�� ` �J��'�y �� r z 31 �o ,�, 535 �ww SS GIST ��'� ZONAL 10/27/2025 SrRIDE BRT General Engineering Consultant Q J U w J zLL SOUNDTRANSIT SCALE: NTS STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 GENERAL INDEX OF DRAWINGS DRAWING No.: BT120-GZ1001 DRAWN BY: E. GOLLER FILENAME: S1-BT120-GZ1001-006 FACILITY ID: BT120 CHECKED BY: L. GILBERT CONTRACT No.: RTA/LR RTA/CN 0205-2 A 10/24/2025 LBR MS LBR COR PERMIT REVISIONS - CNWD #001 SHEET No.: REV: 002 A 0 12/10/2024 EDG LDG JKH ISSUED FOR BID APPROVED BY: J. HARPER SUBMITTED BY: R. PARGAS DATE: 112/10/2024 1 REVIEWED BY: J. ALTCHECH DATE: 112/10/2024 DATE: 12/10/2024 No. DATE DSN CHK APP REVISION co N T N 0 N CU Ln 0) O O O O T N M co N O O O N Q J Xrefs: xBRT-CUD05- TXS1-BT120-C 0 0 0 0 o_ N C� 0 N m 00 Q0 0 0 U Lu X a U) X w I w W °6 x m a I U m O 00 z_ Y O N N �> o U SOUTH RENTON TRANSIT CENTER - BOOK 1 OF 3 co SHT. No. I DWG. No. REV I TITLE SHT. No. I DWG. No. REV I TITLE N T CIVIL CONT'D CIVIL (CONT'D) N o 0 ROADWAY (CONT'D) ILLUMINATION N 129 BT120-CRD125 1 CIVIL FENCE DETAILS 186 BT120-CLN101 1 CIVIL ILLUMINATION PLAN LEGEND C) 130 BT120-CRD126 0 CIVIL FENCE GATE DETAIL 187 BT120-CLP100 1 CIVIL ILLUMINATION PLAN AREA PLAN AND GENERAL NOTES 131 BT120-CRD127 1 CIVIL STEEL PICKET VEHICLE GATE DETAIL 188 BT120-CLP102 1 CIVIL ILLUMINATION PLAN RAINIER STA 204+00 TO RAINIER STA 208+50 132 BT120-CRD128 0 CIVIL WHEEL STOP DETAIL 189 BT120-CLP104 1 CIVIL ILLUMINATION PLAN GRADY STA 151+00 TO GRADY STA 156+50 133 BT120-CRD129 1 0 1 CIVIL ROADWAY BOLLARD TYPE 1 DETAIL 190 BT120-CLP105 1 CIVIL ILLUMINATION PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 PAVEMENT MARKING 191 BT120-CLP106 1 CIVIL ILLUMINATION PLAN LAKE STA 401+50 TO LAKE STA 405+50 134 BT120-CMP100 2 CIVIL CHANNELIZATION AND SIGNING PLAN AREA PLAN AND GENERAL NOTES 192 BT120-CLP201 1 CIVIL ILLUMINATION PLAN S RENTON TRANSIT CENTER 135 BT120-CMP101 1 CIVIL CHANNELIZATION AND SIGNING PLAN RAINIER STA 200+00 TO RAINIER STA 204+00 193 BT120-CLP202 1 CIVIL ILLUMINATION PLAN S RENTON TRANSIT CENTER Ln 136 BT120-CMP102 1 CIVIL CHANNELIZATION AND SIGNING PLAN RAINIER STA 204+00 TO RAINIER STA 208+50 194 BT120-CLP203 1 CIVIL ILLUMINATION PLAN S RENTON TRANSIT CENTER O O 137 BT120-CMP103 1 CIVIL CHANNELIZATION AND SIGNING PLAN RAINIER STA 208+50 TO RAINIER STA 212+42.13 195 BT120-CLP204 1 CIVIL ILLUMINATION PLAN S RENTON TRANSIT CENTER O 138 BT120-CMP104 A CIVIL CHANNELIZATION AND SIGNING PLAN GRADY STA 151+00 TO GRADY STA 156+50 196 BT120-CLP205 1 CIVIL ILLUMINATION PLAN S RENTON TRANSIT CENTER O O 139 BT120-CMP105 2 CIVIL CHANNELIZATION AND SIGNING PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 197 BT120-CLS101 1 CIVIL ILLUMINATION SCHEDULES r 140 BT120-CMP106 1 CIVIL CHANNELIZATION AND SIGNING PLAN LAKE STA 401+50 TO LAKE STA 405+50 198 BT120-CLS102 2 CIVIL ILLUMINATION SCHEDULES N 141 BT120-CMP107 1 CIVIL CHANNELIZATION AND SIGNING PLAN LAKE STA 405+50 TO LAKE STA 408+28.91 199 BT120-CLS103 A CIVIL ILLUMINATION SCHEDULES 142 BT120-CMP201 A CIVIL CHANNELIZATION AND SIGNING PLAN S RENTON TRANSIT CENTER UTILITIES 143 BT120-CMP202 A CIVIL CHANNELIZATION AND SIGNING PLAN S RENTON TRANSIT CENTER 144 BT120-CMP203 A CIVIL CHANNELIZATION AND SIGNING PLAN S RENTON TRANSIT CENTER 200 BT120-UCP100 A UTILITIES DEMO PLAN AREA PLAN AND GENERAL NOTES 145 BT120-CMP204 A CIVIL CHANNELIZATION AND SIGNING PLAN S RENTON TRANSIT CENTER 200A BT120-UCP101 0 UTILITIES DEMO PLAN RAINIER STA 200+00 TO RAINIER STA 204+00 146 BT120-CMP205 A CIVIL CHANNELIZATION AND SIGNING PLAN S RENTON TRANSIT CENTER 201 BT120-UCP102 A UTILITIES DEMO PLAN RAINIER STA 204+00 TO RAINIER STA 208+50 147 BT120-CMS101 A CIVIL SIGN SCHEDULE 202 BT120-UCP104 A UTILITIES DEMO PLAN GRADY STA 151+00 TO GRADY STA 156+50 148 BT120-CMS102 1 CIVIL SIGN SCHEDULE 203 BT120-UCP105 1 UTILITIES DEMO PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 149 BT120-CMS103 A CIVIL SIGN SCHEDULE 204 BT120-UCP106 1 UTILITIES DEMO PLAN LAKE STA 401+50 TO LAKE STA 405+50 150 BT120-CMS104 A CIVIL CHANNELIZATION DETAILS 205 BT120-UCP201 1 UTILITIES DEMO PLAN S RENTON TRANSIT CENTER 151 BT120-CMD101 0 CIVIL SIGN DETAILS 206 BT120-UCP202 1 UTILITIES DEMO PLAN S RENTON TRANSIT CENTER 152 BT120-CMD102 0 CIVIL SIGN DETAILS 207 BT120-UCP203 1 UTILITIES DEMO PLAN S RENTON TRANSIT CENTER 153 BT120-CMD103 0 CIVIL SIGN DETAILS 208 BT120-UCP204 1 UTILITIES DEMO PLAN S RENTON TRANSIT CENTER 154 BT120-CMD104 2 CIVIL CHANNELIZATION DETAILS 209 BT120-UCP205 A UTILITIES DEMO PLAN S RENTON TRANSIT CENTER 155 BT120-CMD105 A CIVIL CHANNELIZATION DETAILS 210 BT120-UWP100 A UTILITIES WATER PLANS AREA PLAN AND GENERAL NOTES 156 BT120-CMD106 1 CIVIL CHANNELIZATION DETAILS 211 BT120-UWP101 1 UTILITIES WATER PLANS RAINIER STA 200+00 TO RAINIER STA 204+00 157 BT120-CMD107 1 CIVIL CHANNELIZATION DETAILS 212 BT120-UWP102 A UTILITIES WATER PLANS RAINIER STA 204+00 TO RAINIER STA 208+50 GRADING 213 BT120-UWP104 A UTILITIES WATER PLANS GRADY STA 151+00 TO GRADY STA 156+50 158 BT120-CGP101 1 CIVIL GRADING PLAN RAINIER/HARDIE INTERSECTION 214 BT120-UWP105 A UTILITIES WATER PLANS GRADY STA 156+50 TO GRADY STA 160+46.15 159 BT120-CGP102 1 CIVIL GRADING PLAN BEB CHARGING, GENERATOR & DUMPSTER LOCATIONS 215 BT120-UWP106 A UTILITIES WATER PLAN LAKE STA 401+50 TO LAKE STA 405+50 160 BT120-CGP103 A CIVIL GRADING PLAN TRANSIT CENTER 216 BT120-UWP201 A UTILITIES WATER PLANS S RENTON TRANSIT CENTER 161 BT120-CGS101 1 CIVIL GRADING PLAN POINT TABLES 217 BT120-UWP202 A UTILITIES WATER PLANS S RENTON TRANSIT CENTER 162 BT120-CGS102 1 CIVIL GRADING PLAN POINT TABLES 218 BT120-UWP203 A UTILITIES WATER PLAN S RENTON TRANSIT CENTER DRAINAGE 219 BT120-UWP204 A UTILITIES WATER PLAN S RENTON TRANSIT CENTER 163 BT120-CDP100 1 CIVIL DRAINAGE PLAN AREA PLAN AND GENERAL NOTES 220 BT120-UWP205 A UTILITIES WATER PLAN S RENTON TRANSIT CENTER 164 BT120-CDP102 A CIVIL DRAINAGE PLAN RAINIER STA 204+00 TO RAINIER STA 208+50 221 BT120-UWV101 A UTILITIES WATER PROFILE S RENTON TRANSIT CENTER 165 BT120-CDP104 A CIVIL DRAINAGE PLAN GRADY STA 151+00 TO GRADY STA 156+50 222 BT120-UWV102 A UTILITIES WATER PROFILE S RENTON TRANSIT CENTER 166 BT120-CDP105 1 CIVIL DRAINAGE PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 223 BT120-UWV103 A UTILITIES WATER PROFILE S RENTON TRANSIT CENTER 167 BT120-CDP106 1 CIVIL DRAINAGE PLAN LAKE STA 401+50 TO LAKE STA 405+50 224 BT120-UWV104 1 UTILITIES WATER PROFILE S RENTON TRANSIT CENTER 168 BT120-CDP201 A CIVIL DRAINAGE PLAN S RENTON TRANSIT CENTER 225 BT120-UWV105 A UTILITIES WATER PROFILE S RENTON TRANSIT CENTER 169 BT120-CDP202 A CIVIL DRAINAGE PLAN S RENTON TRANSIT CENTER 226 BT120-UWD101 1 UTILITIES WATER DETAILS S RENTON TRANSIT CENTER 170 BT120-CDP203 A CIVIL DRAINAGE PLAN S RENTON TRANSIT CENTER 227 BT120-USP100 A UTILITIES SEWER PLAN AREA PLAN AND GENERAL NOTES 171 BT120-CDP204 A CIVIL DRAINAGE PLAN S RENTON TRANSIT CENTER 228 BT120-USP102 1 UTILITIES SEWER PLAN RAINIER STA 204+00 TO RAINIER STA 208+50 172 BT120-CDP205 A CIVIL DRAINAGE PLAN S RENTON TRANSIT CENTER 229 BT120-USP104 A UTILITIES SEWER PLAN GRADY STA 151+00 TO GRADY STA 156+50 173 BT120-CDV201 1 CIVIL DRAINAGE PROFILE S RENTON TRANSIT CENTER 230 BT120-USP105 A UTILITIES SEWER PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 174 BT120-CDV202 1 CIVIL DRAINAGE PROFILE S RENTON TRANSIT CENTER 231 BT120-USP201 A UTILITIES SEWER PLAN S RENTON TRANSIT CENTER 175 BT120-CDV203 1 CIVIL DRAINAGE PROFILE S RENTON TRANSIT CENTER 232 BT120-USP202 A UTILITIES SEWER PLAN S RENTON TRANSIT CENTER 176 BT120-CDV204 1 CIVIL DRAINAGE PROFILE S RENTON TRANSIT CENTER 233 BT120-USP203 A UTILITIES SEWER PLAN S RENTON TRANSIT CENTER 177 BT120-CDV205 1 CIVIL DRAINAGE PROFILE S RENTON TRANSIT CENTER 234 BT120-USP204 A UTILITIES SEWER PLAN S RENTON TRANSIT CENTER 178 BT120-CDV206 1 CIVIL DRAINAGE PROFILE S RENTON TRANSIT CENTER 235 BT120-USP205 A UTILITIES SEWER PLAN S RENTON TRANSIT CENTER 179 BT120-CDV207 A CIVIL DRAINAGE PROFILE 236 BT120-USV101 A UTILITIES SEWER PROFILE S RENTON TRANSIT CENTER 180 BT120-CDD501 1 CIVIL DRAINAGE DETAILS 237 BT120-USV102 A UTILITIES SEWER PROFILE S RENTON TRANSIT CENTER 181 BT120-CDD502 1 CIVIL DRAINAGE DETAILS 237A BT120-USD101 0 UTILITIES SEWER DETAILS 182 BT120-CDD503 1 CIVIL DRAINAGE DETAILS 183 BT120-CDD504 1 CIVIL DRAINAGE DETAILS 184 BT120-CDD505 1 CIVIL DRAINAGE DETAILS 185 BT120-CDD506 1 CIVIL DRAINAGE DETAILS 185A BT120-CDD507 0 CIVIL DRAINAGE DETAILS R-433203 EVELOPMENT ENGINEERING � -� msippo 11 /25/2025 DESIGNED BY: SCALE: DRAWINGo.: E. GOLLER ���THs��� Q J NTs STRIDE BUS RAPID TRANSIT DRAWN BY: �C�� �t��ryy U FILENAME: SOUTH RENTON TRANSIT CENTER BT120-GZ1002 E. GOLLER z w co S1-BT120-GZ1001-006 BT105 FACILITY ID: CHECKED BY: o .)� a BRT General Engineering Consultont rRIDE z " NDTRAN ►T CONTRACT No.: BT120 � 535 ww Sov S RTA/LR RTA/CN 0205-2 GENERAL SHEET No.: REV: LN 10/24/2025 LBR MS LBR COR PERMIT REVISIONS - CNWD #001 L. GILBERT ASS GISTE��� INDEX OF DRAWINGS 12/10/2024 EDG LDG JKH ISSUED FOR BID APPROVED BY: ZONAL S SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: 003 A DATEDSN CHK APP REVISION J. HARPER 10/27/2025 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 C'7 C'7 N O O O N Q J Xrefs: xBRT-CUD05- TxS1-BT120-C co I cy) 0 LLJI C� 0 0 0 0 _o N (D 0 N m co LO 00 c0 IZT 0 U w x Q U) w w W 06 x m Q cQ U) U 00 — O U d Q o z N Y o N N � o U SOUTH RENTON TRANSIT CENTER - BOOK 1 OF 3 co SHT. No. I DWG. No. REV I TITLE SHT. No. I DWG. No. REV I TITLE N T TRAFFIC LANDSCAPE (CONT'D) N o SIGNALS PLANTING 't N 238 BT120-TSN101 A TRAFFIC SIGNAL LEGEND 294 BT120-LPP100 1 LANDSCAPE PLANTING PLAN AREA PLAN AND GENERAL NOTES CU 239 BT120-TSD101 A TRAFFIC SIGNALIZATION DETAILS HARDIE AVE SW & RAINIER AVE S 295 BT120-LPP101 0 LANDSCAPE PLANTING PLAN RAINIER STA 200+00 TO RAINIER STA 204+00 240 BT120-TSD102 1 TRAFFIC SIGNAL DETAILS HARDIE AVE SW & RAINIER AVE S 296 BT120-LPP102 0 LANDSCAPE PLANTING PLAN RAINIER STA 204+00 TO RAINIER STA 208+50 241 BT120-TSS101 A TRAFFIC SIGNAL SCHEDULES HARDIE AVE SW & RAINIER AVE S 297 BT120-LPP103 0 LANDSCAPE PLANTING PLAN RAINIER STA 208+50 TO RAINIER STA 212+42.13 242 BT120-TSS102 A TRAFFIC SIGNAL SCHEDULES HARDIE AVE SW & RAINIER AVE S 298 BT120-LPP104 1 LANDSCAPE PLANTING PLAN GRADY STA 151+00 TO GRADY STA 156+50 243 BT120-TSS103 A TRAFFIC SIGNAL SCHEDULES HARDIE AVE SW & RAINIER AVE S 299 BT120-LPP105 2 LANDSCAPE PLANTING PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 244 BT120-TSS104 A TRAFFIC SIGNAL SCHEDULES HARDIE AVE SW & RAINIER AVE S 300 BT120-LPP106 0 LANDSCAPE PLANTING PLAN LAKE STA 401+50 TO LAKE STA 405+50 245 BT120-TSD103 A TRAFFIC SIGNAL DETAILS S GRADY WAY & LAKE AVE S 301 BT120-LPP201 0 LANDSCAPE PLANTING PLAN S RENTON TRANSIT CENTER Ln 246 BT120-TSS105 0 TRAFFIC SIGNAL SCHEDULES S GRADY WAY & LAKE AVE S 302 BT120-LPP202 0 LANDSCAPE PLANTING PLAN S RENTON TRANSIT CENTER O O 247 BT120-TSS106 1 TRAFFIC SIGNAL SCHEDULES S GRADY WAY & LAKE AVE S 303 BT120-LPP203 0 LANDSCAPE PLANTING PLAN S RENTON TRANSIT CENTER O 248 BT120-TSD104 A TRAFFIC SIGNALIZATION DETAILS RAINIER AVE S & S GRADY WAY 304 BT120-LPP204 2 LANDSCAPE PLANTING PLAN S RENTON TRANSIT CENTER O O MAINTENANCE OF TRAFFIC 305 BT120-LPP205 0 LANDSCAPE PLANTING PLAN S RENTON TRANSIT CENTER r 249 BT120-TMN101 A TRAFFIC TRAFFIC CONTROL NOTES 306 BT120-LPS101 1 LANDSCAPE PLANTING SCHEDULE LEGEND, NOTES & ABBREVIATIONS N 250 BT120-TMP101 A TRAFFIC TRAFFIC CONTROL PLAN RAINIER AVE S 307 BT120-LPD101 0 LANDSCAPE PLANTING DETAILS 251 BT120-TMP102 1 TRAFFIC TRAFFIC CONTROL PLAN RAINIER AVE S IRRIGATION 252 BT120-TMP103 A TRAFFIC TRAFFIC CONTROL PLAN RAINIER AVE S 308 BT120-LRP100 1 LANDSCAPE IRRIGATION PLAN AREA PLAN AND GENERAL NOTES 253 BT120-TMP104 1 TRAFFIC TRAFFIC CONTROL PLAN RAINIER AVE S 309 BT120-LRN101 1 LANDSCAPE IRRIGATION NOTES S RENTON TRANSIT CENTER 254 BT120-TMP105 2 TRAFFIC CONTROL PLAN LAKE AVE S 310 BT120-LRP101 A LANDSCAPE IRRIGATION PLAN RAINIER STA 200+00 TO RAINIER STA 204+00 255 BT120-TMP106 0 TRAFFIC CONTROL PLAN LAKE AVE S 311 BT120-LRP102 A LANDSCAPE IRRIGATION PLAN RAINIER STA 204+00 TO RAINIER STA 208+50 256 BT120-TMP107 1 TRAFFIC TRAFFIC CONTROL PLAN S GRADY WAY 312 BT120-LRP103 A LANDSCAPE IRRIGATION PLAN RAINIER STA 208+50 TO RAINIER STA 212+42.13 257 BT120-TMP108 0 TRAFFIC TRAFFIC CONTROL PLAN S GRADY WAY 313 BT120-LRP104 A LANDSCAPE IRRIGATION PLAN GRADY STA 151+00 TO GRADY STA 156+50 258 BT120-TMP109 1 TRAFFIC TRAFFIC CONTROL PLAN S. GRADY WAY 314 BT120-LRP105 A LANDSCAPE IRRIGATION PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 259 BT120-TMP110 0 TRAFFIC TRAFFIC CONTROL PLAN S. GRADY WAY 315 BT120-LRP106 A LANDSCAPE IRRIGATION PLAN LAKE STA 401+50 TO LAKE STA 405+50 260 BT120-TMP111 A TRAFFIC TRAFFIC CONTROL PLAN S. GRADY WAY 316 BT120-LRP201 A LANDSCAPE IRRIGATION PLAN S RENTON TRANSIT CENTER 261 BT120-TMP112 0 TRAFFIC TRAFFIC CONTROL PLAN S. GRADY WAY 317 BT120-LRP202 A LANDSCAPE IRRIGATION PLAN S RENTON TRANSIT CENTER 262 BT120-TMP113 1 TRAFFIC TRAFFIC CONTROL PLAN S. GRADY WAY 318 BT120-LRP203 A LANDSCAPE IRRIGATION PLAN S RENTON TRANSIT CENTER 263 BT120-TMP114 0 TRAFFIC TRAFFIC CONTROL PLAN S. GRADY WAY 319 BT120-LRP204 A LANDSCAPE IRRIGATION PLAN S RENTON TRANSIT CENTER 264 BT120-TMP115 1 TRAFFIC TRAFFIC CONTROL PLAN S. GRADY WAY 320 BT120-LRP205 0 LANDSCAPE IRRIGATION PLAN S RENTON TRANSIT CENTER 265 BT120-TDP101 1 TRAFFIC TRAFFIC DETOUR PLAN S GRADY WAY 321 BT120-LRD101 0 LANDSCAPE IRRIGATION DETAILS S RENTON TRANSIT CENTER 265A BT120-TDP102 0 TRAFFIC TRAFFIC DETOUR PLAN 322 BT120-LRD102 0 LANDSCAPE IRRIGATION DETAILS S RENTON TRANSIT CENTER 265B BT120-TDP103 0 TRAFFIC TRAFFIC DETOUR PLAN 323 BT120-LRD103 0 LANDSCAPE IRRIGATION DETAILS S RENTON TRANSIT CENTER ITS TREE INVENTORY AND PROTECTION 266 BT120-TIP101 1 TRAFFIC INTELLIGENT TRANSPORTATION SYSTEMS PLAN RAINIER AVE S & HARDIE AVE SW 324 BT120-LTS101 1 LANDSCAPE TREE INVENTORY TABLE 267 BT120-TID101 1 TRAFFIC INTELLIGENT TRANSPORTATION SYSTEMS DETAILS RAINIER AVE S & HARDIE AVE SW 325 BT120-LTD101 1 LANDSCAPE TREE PROTECTION DETAILS S RENTON TRANSIT CENTER 268 BT120-TID102 1 TRAFFIC INTELLIGENT TRANSPORTATION SYSTEMS DETAILS RAINIER AVE S & HARDIE AVE SW ELECTRICAL STRUCTURAL 326 BT120-ESP204 1 ELECTRICAL SITE PLAN - YARD TO GANTRY S RENTON TRANSIT CENTER 269 BT120-SWP101 1 STRUCTURAL RETAINING WALL PLAN AND PROFILE 327 BT120-ESV201 1 ELECTRICAL DUCT BANK PROFILES S. RENTON TRANSIT CENTER 270 BT120-SWP102 1 STRUCTURAL RETAINING WALL PLAN AND PROFILE 328 BT120-EPD120 1 ELECTRICAL DETAILS S RENTON TRANSIT CENTER LANDSCAPE SYSTEMS HARDSCAPE COMMUNICATION 271 BT120-LHP100 0 LANDSCAPE HARDSCAPE PLAN AREA PLAN AND GENERAL NOTES 329 BT120-JCN201 0 SYSTEMS COMMUNICATION - LEGEND 272 BT120-LHP102 0 LANDSCAPE HARDSCAPE PLAN RAINIER STA 504+00 TO RAINIER STA 208+50 330 BT120-JCP100 0 SYSTEMS SITE COMMUNICATIONS AREA PLAN 273 BT120-LHP104 0 LANDSCAPE HARDSCAPE PLAN GRADY STA 151+00 TO GRADY STA 156+50 331 BT120-JCP104 0 SYSTEMS SITE COMMUNICATIONS GRADY STA 151+00 TO GRADY STA 156+50 274 BT120-LHP105 0 LANDSCAPE HARDSCAPE PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 332 BT120-JCP105 0 SYSTEMS SITE COMMUNICATIONS GRADY STA 156+50 TO GRADY STA 160+46.15 275 BT120-LHP106 0 LANDSCAPE HARDSCAPE PLAN LAKE STA 401+50 TO LAKE STA 405+55.16 333 BT120-JCP106 0 SYSTEMS SITE COMMUNICATIONS LAKE STA 401+50 TO LAKE STA 405+50 276 BT120-LHP201 0 LANDSCAPE HARDSCAPE PLAN S RENTON TRANSIT CENTER 334 BT120-JCP201 1 SYSTEMS SITE COMMUNICATION PLAN S RENTON TRANSIT CENTER 277 BT120-LHP202 0 LANDSCAPE HARDSCAPE PLAN S RENTON TRANSIT CENTER 335 BT120-JCP202 1 SYSTEMS SITE COMMUNICATION PLAN S RENTON TRANSIT CENTER 278 BT120-LHP203 1 LANDSCAPE HARDSCAPE PLAN S RENTON TRANSIT CENTER 336 BT120-JCP203 1 SYSTEMS SITE COMMUNICATION PLAN S RENTON TRANSIT CENTER 279 BT120-LHP204 0 LANDSCAPE HARDSCAPE PLAN S RENTON TRANSIT CENTER 337 BT120-JCP204 1 SYSTEMS SITE COMMUNICATION PLAN S RENTON TRANSIT CENTER 280 BT120-LHP205 0 LANDSCAPE HARDSCAPE PLAN S RENTON TRANSIT CENTER 338 BT120-JCP205 0 SYSTEMS SITE COMMUNICATION PLAN S RENTON TRANSIT CENTER 281 BT120-LHS101 0 LANDSCAPE HARDSCAPE PLAN WALL POINT TABLES 339 BT120-JCD201 0 SYSTEMS COMMUNICATION DETAILS 282 BT120-LHS102 0 LANDSCAPE HARDSCAPE BOULDER AND COBBLE POINT TABLES 340 BT120-JCD202 0 SYSTEMS COMMUNICATION DETAILS 283 BT120-LHS103 0 LANDSCAPE HARDSCAPE BOULDER AND COBBLE POINT TABLES 341 BT120-JCD203 0 SYSTEMS COMMUNICATIONS DETAIL 284 BT120-LHS104 0 LANDSCAPE HARDSCAPE DETAILS CURVE TABLES 342 BT120-JFS201 0 SYSTEMS COMMUNICATION ONELINE DIAGRAM 285 BT120-LHD101 0 LANDSCAPE HARDSCAPE DETAILS 343 BT120-JFS202 0 SYSTEMS COMMUNICATION ONELINE DIAGRAM 286 BT120-LHD102 0 LANDSCAPE HARDSCAPE DETAILS 344 BT120-JFS203 0 SYSTEMS COMMUNICATION ONELINE DIAGRAM 287 BT120-LHD103 0 LANDSCAPE HARDSCAPE DETAILS 288 BT120-LHD104 0 LANDSCAPE HARDSCAPE DETAILS 289 BT120-LHD105 0 LANDSCAPE HARDSCAPE DETAILS 290 BT120-LHD106 0 LANDSCAPE HARDSCAPE DETAILS 291 BT120-LHD107 0 LANDSCAPE HARDSCAPE DETAILS 292 BT120-LHD108 0 LANDSCAPE HARDSCAPE DETAILS 293 BT120-LHD109 0 LANDSCAPE HARDSCAPE DETAILS R-433204 DEVELOPMENT ENGINEERING % -� IL msippo 11 /25/2025 DESIGNED BY: SCALE: DRAWING No.: E. GOLLER ���THs�� Q J NTS STRIDE BUS RAPID TRANSIT DRAWN BY: �Sc�� ` yJ��'�y U FILENAME: SOUTH RENTON TRANSIT CENTER BT120-GZ1003 .. E. GOLLER r - m 4S w J S1-BT120-GZ1001-006 BT105 FACILITY ID: CHECKED BY: ,�, BRT General Engineering Consultant rRIDE z CONTRACT No.: BT120 SOUNDTRANSIT '�o ,�, 535 GENERAL � �ww RTA/LR RTA/CN 0205-2 SHEET No.: REV: A 10/24/2025 LBR MS LBR COR PERMIT REVISIONS - CNWD #001 L. GILBERT SS GIST � INDEX OF DRAWINGS 0 12/10/2024 EDG LDG JKH ISSUED FORBID APPROVED BY: ZONAL SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: 004 A INo. DATE DSN I CHK APP REVISION J. HARPER 10/27/2025 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 C'7 CIO N O O O N Q J Xrefs: xBRT-CUD05- TxS1-BT120-C N CO 0 W C� 0 0 0 0 _o N (D 0 N m co LO 00 c0 IZT 0 U w x Q U) w I (D w w 06 x m Q CQ U) U 00 — O U d Q o z N Y o N N � o U SOUTH RENTON TRANSIT CENTER - BOOK 2 OF 3 Co SHT. No. DWG. No. REV TITLE SHT. No. I DWG. No. REV I TITLE N T GENERAL STRUCTURAL (CONT'D) N o 1 BT120-GZT001 1 GENERAL COVER SHEET 396 BT120-SGD163 0 STRUCTURAL PLANS AND ELEVATIONS PARATRANSIT SHELTER 1 't N 2 BT120-GZ1001 A GENERAL INDEX OF DRAWINGS 397 BT120-SGD164 0 STRUCTURAL SECTIONS AND DETAILS PARATRANSIT SHELTER 2 () 3 BT120-GZ1002 A GENERAL INDEX OF DRAWINGS ARCHITECTURAL 4 BT120-GZ1003 A GENERAL INDEX OF DRAWINGS 5 BT120-GZ1004 A GENERAL INDEX OF DRAWINGS 396 BT120-SGD163 0 STRUCTURAL PLANS AND ELEVATIONS PARATRANSIT SHELTER 1 6 BT120-GZ1005 A GENERAL INDEX OF DRAWINGS 397 BT120-SGD164 0 STRUCTURAL SECTIONS AND DETAILS PARATRANSIT SHELTER 2 7 BT120-GZ1006 A GENERAL INDEX OF DRAWINGS 398 BT120-AZN001 0 ARCHITECTURE MATERIAL ABBREVIATIONS TRANSIT CENTER 8 BT120-GZ1701 A GENERAL INDEX OF DRAWINGS 399 BT120-ASP201 1 ARCHITECTURE SITE PLAN TRANSIT CENTER 9 BT120-GZK000 0 GENERAL PROJECT LOCATION ID PLAN 400 BT120-ASZ201 1 ARCHITECTURE LIFE SAFETY PLAN AND CODE INFORMATION TRANSIT CENTER Ln 10 BT120-GZKO01 0 GENERAL KEY PLAN 401 BT120-APP211 1 ARCHITECTURE OVERALL PLAN PLATFORM O O 11 BT120-GZN001 0 GENERAL GENERAL ABBREVIATIONS 402 BT120-APP212 1 ARCHITECTURE PLATFORM PLAN PLATFORM -SECTOR A O 12 BT120-GZN002 0 GENERAL GENERAL ABBREVIATIONS 403 BT120-APP213 1 ARCHITECTURE PLATFORM PLAN PLATFORM -SECTOR B O O 13 BT120-GZN003 0 GENERAL GENERAL ABBREVIATIONS 404 BT120-APP214 1 ARCHITECTURE PLATFORM PLAN PLATFORM -SECTOR C r 14 BT120-GZN004 0 GENERAL GENERAL ABBREVIATIONS 405 BT120-APP215 1 ARCHITECTURE PLATFORM PLAN PLATFORM -SECTOR D N � 15 BT120-GZN005 0 GENERAL GENERAL ABBREVIATIONS 406 BT120-APP216 1 ARCHITECTURE ENLARGED SHELTER PLANS PLATFORM -SECTOR D 16 BT120-GZN006 0 GENERAL GENERAL SYMBOLS AND LEGEND 407 BT120-ARP311 1 ARCHITECTURE OVERALL ROOF PLAN PLATFORM 17 BT120-GZN007 0 GENERAL GENERAL SYMBOLS AND LEGEND 408 BT120-ARP312 1 ARCHITECTURE PLATFORM ROOF PLAN PLATFORM -SECTOR A STRUCTURAL 409 BT120-ARP313 1 ARCHITECTURE PLATFORM ROOF PLAN PLATFORM -SECTOR B 410 BT120-ARP314 1 ARCHITECTURE PLATFORM ROOF PLAN PLATFORM -SECTOR C 345 BT120-SZN001 1 STRUCTURAL GENERAL STRUCTURAL NOTES 411 BT120-APD101 1 ARCHITECTURE ENLARGED PLATFORM PLANS & ELEVATION PLATFORM 346 BT120-SZN002 0 STRUCTURAL GENERAL STRUCTURAL NOTES 412 BT120-ANP211 1 ARCHITECTURE OVERALL SIGNAGE PLAN PLATFORM 347 BT120-SZN003 0 STRUCTURAL GENERAL STRUCTURAL NOTES 413 BT120-ANP212 1 ARCHITECTURE PLATFORM SIGNAGE PLAN PLATFORM -SECTOR A 348 BT120-SZP001 1 STRUCTURAL LOAD MAPS, DIAGRAMS, AND SCHEDULES 414 BT120-ANP213 1 ARCHITECTURE PLATFORM SIGNAGE PLAN PLATFORM -SECTOR B 349 BT120-SFP001 1 STRUCTURAL OVERALL SITE PLAN 415 BT120-ANP214 1 ARCHITECTURE PLATFORM SIGNAGE PLAN PLATFORM -SECTOR C 350 BT120-SFP212 1 STRUCTURAL FOUNDATION PLAN CANOPY -SECTOR A 416 BT120-ANP215 1 ARCHITECTURE PLATFORM SIGNAGE PLAN PLATFORM -SECTOR D 351 BT120-SFP213 1 STRUCTURAL FOUNDATION PLAN CANOPY -SECTOR B 417 BT120-AEE811 1 ARCHITECTURE EXTERIOR ELEVATIONS PLATFORM -END 352 BT120-SFP214 1 STRUCTURAL FOUNDATION PLAN CANOPY -SECTOR C 418 BT120-AEE812 0 ARCHITECTURE EXTERIOR ELEVATIONS PLATFORM -BUS BAY 1 353 BT120-SFP215 1 STRUCTURAL FOUNDATION PLAN CANOPY -SECTOR D 419 BT120-AEE813 1 ARCHITECTURE EXTERIOR ELEVATIONS PLATFORM -BUS BAY 2 AND 8 354 BT120-SFP221 1 STRUCTURAL OVERALL FOUNDATION PLAN CORE FACILITY 420 BT120-AEE814 1 ARCHITECTURE EXTERIOR ELEVATIONS PLATFORM -BUS BAY 3 355 BT120-SFP231 1 STRUCTURE OVERALL FOUNDATION PLAN CHARGING GANTRY 421 BT120-AEE815 1 ARCHITECTURE EXTERIOR ELEVATIONS PLATFORM -BUS BAY 6 AND 7 356 BT120-SFP241 1 STRUCTURAL OVERALL FOUNDATION PLAN BEB EQUIPMENT YARD 422 BT120-AEE816 0 ARCHITECTURE EXTERIOR ELEVATIONS PLATFORM -BUS BAY 4 357 BT120-SGP312 1 STRUCTURAL LEVEL 2 FRAMING PLAN CANOPY -SECTOR A 423 BT120-AEX711 1 ARCHITECTURE CROSS SECTIONS PLATFORM 358 BT120-SGP313 1 STRUCTURAL LEVEL 2 FRAMING PLAN CANOPY -SECTOR B 424 BT120-AEX712 0 ARCHITECTURE LONGITUDINAL SECTIONS PLATFORM 359 BT120-SGP314 1 STRUCTURAL LEVEL 2 FRAMING PLAN CANOPY -SECTOR C 425 BT120-AEX713 0 ARCHITECTURE SECTIONS PLATFORM 360 BT120-SGP321 1 STRUCTURAL MISCELLANEOUS STEEL OVERALL FRAMING PLAN CORE FACILITY 426 BT120-AEX714 1 ARCHITECTURE SHELTER SECTION & DETAILS PLATFORM 361 BT120-SGP331 1 STRUCTURE LEVEL 2 OVERALL FRAMING PLAN CHARGING GANTRY 427 BT120-AED900 0 ARCHITECTURE CANOPY DETAILS PLATFORM 362 BT120-SGP341 1 STRUCTURE ROOF OVERALL FRAMING PLAN BEB EQUIPMENT YARD 428 BT120-AED901 0 ARCHITECTURE WINDSCREEN DETAILS PLATFORM 363 BT120-SGP421 1 STRUCTURAL LOW ROOF OVERALL FRAMING PLAN CORE FACILITY 429 BT120-AED902 0 ARCHITECTURE WINDSCREEN DETAILS PLATFORM 364 BT120-SGP431 1 STRUCTURE LEVEL 3 OVERALL FRAMING PLAN CHARGING GANTRY 430 BT120-AED903 0 ARCHITECTURE CONDUIT RACEWAY DETAILS PLATFORM 365 BT120-SGP521 1 STRUCTURAL HIGH ROOF OVERALL FRAMING PLAN CORE FACILITY 431 BT120-AED904 0 ARCHITECTURE CONDUIT RACEWAY DETAILS PLATFORM 366 BT120-SGE111 0 STRUCTURAL FRAMING ELEVATIONS CANOPY 432 BT120-AED912 0 ARCHITECTURE CLERESTORY DETAILS PLATFORM 367 BT120-SGE121 0 STRUCTURAL FRAMING ELEVATIONS CORE FACILITY 433 BT120-AED914 1 ARCHITECTURE SIGNAGE DETAILS PLATFORM 368 BT120-SGE122 0 STRUCTURAL FRAMING ELEVATIONS CORE FACILITY 434 BT120-AED915 1 ARCHITECTURE SIGNAGE DETAILS PLATFORM 369 BT120-SGE123 0 STRUCTURAL FRAMING ELEVATIONS CORE FACILITY 435 BT120-AED916 0 ARCHITECTURE CANOPY DETAILS PLATFORM 370 BT120-SGE124 0 STRUCTURAL FRAMING ELEVATIONS CORE FACILITY 436 BT120-ACP211 1 ARCHITECTURE REFLECTED CEILING PLAN PLATFORM 371 BT120-SGE131 1 STRUCTURE FRAMING ELEVATIONS CHARGING GANTRY 437 BT120-ACP212 1 ARCHITECTURE REFLECTED CEILING PLAN PLATFORM -SECTOR A 372 BT120-SGE141 1 STRUCTURE FRAMING ELEVATIONS BEB EQUIPMENT YARD 438 BT120-ACP213 1 ARCHITECTURE REFLECTED CEILING PLAN PLATFORM -SECTOR B 373 BT120-SGY401 1 STRUCTURAL TYPICAL FOUNDATION DETAILS 1 439 BT120-ACP214 1 ARCHITECTURE REFLECTED CEILING PLAN PLATFORM -SECTOR C 374 BT120-SGY402 2 STRUCTURAL TYPICAL FOUNDATION DETAILS 2 440 BT120-APP221 1 ARCHITECTURE OVERALL FLOOR PLAN CORE FACILITY 375 BT120-SGY403 0 STRUCTURAL TYPICAL FOUNDATION DETAILS 3 441 BT120-APD222 1 ARCHITECTURE ENLARGED FLOOR PLAN CORE FACILITY -SECTOR E 376 BT120-SGY404 0 STRUCTURAL TYPICAL CONCRETE DETAILS 1 442 BT120-APD223 1 ARCHITECTURE ENLARGED FLOOR PLAN CORE FACILITY -SECTOR F 377 BT120-SGY405 0 STRUCTURAL TYPICAL CONCRETE DETAILS 2 443 BT120-APD224 1 ARCHITECTURE ENLARGED FLOOR PLAN CORE FACILITY -SECTOR G 378 BT120-SGY406 0 STRUCTURAL TYPICAL STEEL COLUMN DETAILS 444 BT120-APD225 1 ARCHITECTURE ENLARGED FLOOR PLAN CORE FACILITY -SECTOR H 379 BT120-SGY407 0 STRUCTURAL TYPICAL STEEL BEAM DETAILS 1 445 BT120-ARP321 1 ARCHITECTURE OVERALL ROOF PLAN CORE FACILITY 380 BT120-SGY408 0 STRUCTURAL TYPICAL STEEL BEAM DETAILS 2 446 BT120-AEE821 1 ARCHITECTURE EXTERIOR ELEVATIONS CORE FACILITY 381 BT120-SGY409 0 STRUCTURAL TYPICAL STEEL BEAM DETAILS 3 447 BT120-AEE822 0 ARCHITECTURE EXTERIOR ELEVATIONS CORE FACILITY 382 BT120-SGY410 0 STRUCTURAL TYPICAL ROOF DECK DETAILS 1 448 BT120-AIX721 0 ARCHITECTURE BUILDING SECTIONS I CORE FACILITY 383 BT120-SGY411 0 STRUCTURAL TYPICAL BRACED AND MOMENT FRAME DETAILS 1 449 BT120-AIX722 0 ARCHITECTURE BUILDING SECTIONS II CORE FACILITY 384 BT120-SGY412 1 STRUCTURAL TYPICAL BRACED AND MOMENT FRAME DETAILS 2 450 BT120-AIX723 0 ARCHITECTURE BUILDING SECTIONS III CORE FACILITY 385 BT120-SGD111 1 STRUCTURAL SECTIONS AND DETAILS CANOPY 451 BT120-AIX724 0 ARCHITECTURE BUILDING SECTIONS IV CORE FACILITY 386 BT120-SGD112 0 STRUCTURAL SECTIONS AND DETAILS CANOPY 452 BT120-AIX725 1 ARCHITECTURE WALL SECTIONS I CORE FACILITY 387 BT120-SGD113 0 STRUCTURAL SECTIONS AND DETAILS CANOPY 388 BT120-SGD121 0 STRUCTURAL SECTIONS AND DETAILS CORE FACILITY 389 BT120-SGD122 0 STRUCTURAL SECTIONS AND DETAILS CORE FACILITY 390 BT120-SGD123 0 STRUCTURAL SECTIONS AND DETAILS CORE FACILITY 391 BT120-SGD131 1 STRUCTURE SECTIONS AND DETAILS CHARGING GANTRY 392 BT120-SGD132 1 STRUCTURE SECTIONS AND DETAILS CHARGING GANTRY R-433205 393 BT120-SGD133 1 STRUCTURE SECTIONS AND DETAILS CHARGING GANTRY 394 BT120-SGD161 0 STRUCTURAL SECTIONS AND DETAILS RETAINING WALL DEVELOPMENT ENGINEERING rA 95 BT120-SGD162 0 STRUCTURAL SECTIONS AND DETAILS WINDSCREEN msippo 1 1/25/2025 DESIGNED BY: SCALE: DRAWING No.: E. GOLLER ���THs�� Q J NTS STRIDE BUS RAPID TRANSIT DRAWN BY: �Sc�� ` VJ��'�y SrRIDE U FILENAME: SOUTH RENTON TRANSIT CENTER BT120-GZ1004 E. GOLLER r z w J S1-BT120-GZ1001-006 BT105 FACILITY ID: CHECKED BY: ,3, BRT General Engineering Consultant zLL CONTRACT No.: BT120 SOUNDTRANSIT GENERAL ,�, 535 � �ww RTA/LR RTA/CN 0205-2 SHEET No.: REV: 10/24/2025 LBR MS LBR COR PERMIT REVISIONS - CNWD #001 L. GILBERT SS GIST �6 INDEX OF DRAWINGS 0 12/10/2024 1 EDG I LDG IJKH I ISSUED FOR BID APPROVED BY: ZONAL S SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: 005 A No. I DATE I DSN I CHK I APP I REVISION J. HARPER 10/27/2025 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 C'7 CIO N O O O N Q J Xrefs: xBRT-CUD05- TxS1-BT120-C N I 0 W C� 0 0 0 0 _o N (D 0 N m co LO 00 c0 IZT 0 U w x Q U) w I (D w w 06 x m Q CQ U) U 00 — O U d Q o z N Y o N N � o U SOUTH RENTON TRANSIT CENTER - BOOK 2 OF 3 Co SHT. No. DWG. No. REV TITLE SHT. No. I DWG. No. REV I TITLE N T ARCHITECTURAL (CONT'D) ELECTRICAL No O 453 BT120-AIE821 0 ARCHITECTURE INTERIOR ELEVATIONS CORE FACILITY -SECURITY ROOM 520 BT120-EPNO01 0 ELECTRICAL SYMBOLS AND LEGEND 't N 454 BT120-AIE822 0 ARCHITECTURE INTERIOR ELEVATIONS CORE FACILITY -LACTATION ROOM, JANITOR ROOM 521 BT120-EPNO02 0 ELECTRICAL SYMBOLS AND LEGEND CU 455 BT120-AIE823 0 ARCHITECTURE INTERIOR ELEVATIONS CORE FACILITY -OPERATOR RESTROOM 522 BT120-EPNO03 0 ELECTRICAL GENERAL NOTES AND MOUNTING 456 BT120-AIE824 0 ARCHITECTURE INTERIOR ELEVATIONS CORE FACILITY -OPERATOR RESTROOM 523 BT120-EPNO04 2 ELECTRICAL PROJECT KEYNOTE LIST 457 BT120-ACP221 1 ARCHITECTURE OVERALL REFLECTED CEILING PLAN CORE FACILITY 524 BT120-ESP101 2 ELECTRICAL SITE PLAN SOUTH RENTON TRANSIT CENTER 458 BT120-ACP222 1 ARCHITECTURE REFLECTED CEILING PLAN CORE FACILITY -SECURITY ROOM 525 BT120-ESP401 1 ELECTRICAL SITE PLAN - ENLARGED SOUTH RENTON TRANSIT CENTER 459 BT120-ACP223 1 ARCHITECTURE REFLECTED CEILING PLAN CORE FACILITY -PUBLIC FACILITY 526 BT120-ELP211 1 ELECTRICAL LIGHTING PLAN -OVERALL CANOPY 460 BT120-AED905 0 ARCHITECTURE MISC DETAILS CORE FACILITY 527 BT120-ELP212 1 ELECTRICAL LIGHTING PLAN -SECTOR A CANOPY 461 BT120-AED906 0 ARCHITECTURE EXTERIOR DETAILS CORE FACILITY 528 BT120-ELP213 1 ELECTRICAL LIGHTING PLAN -SECTOR B CANOPY Ln 462 BT120-AED907 0 ARCHITECTURE MISC DETAILS CORE FACILITY 529 BT120-ELP214 1 ELECTRICAL LIGHTING PLAN -SECTOR C CANOPY O O 463 BT120-AED908 0 ARCHITECTURE MISC DETAILS CORE FACILITY 530 BT120-EPP211 1 ELECTRICAL POWER PLAN CANOPY -OVERALL O 464 BT120-AED909 0 ARCHITECTURE PLANTER BOX DETAIL, MISC CORE FACILITY 531 BT120-EPP212 1 ELECTRICAL POWER PLAN -SECTOR A CANOPY O O 465 BT120-AES910 0 ARCHITECTURE PARTITION TYPES CORE FACILITY 532 BT120-EPP213 1 ELECTRICAL POWER PLAN -SECTOR B CANOPY r 466 BT120-AES911 0 ARCHITECTURE TRANSLUCENT WINDOW TYPES CORE FACILITY 533 BT120-EPP214 1 ELECTRICAL POWER PLAN -SECTOR C CANOPY N 467 BT120-AES912 0 ARCHITECTURE SCHEDULES CORE FACILITY 534 BT120-EPP215 1 ELECTRICAL POWER PLAN -SECTOR D CANOPY 468 BT120-AID909 0 ARCHITECTURE DETAILS CORE FACILITY 535 BT120-EPE212 1 ELECTRICAL POWER ELEVATION -SECTOR A CANOPY 469 BT120-APP231 1 ARCHITECTURE FLOOR PLAN GANTRY 536 BT120-EPE213 1 ELECTRICAL POWER ELEVATION -SECTOR B CANOPY 470 BT120-AEE831 1 ARCHITECTURE OVERALL EXTERIOR ELEVATIONS GANTRY 537 BT120-EPE214 1 ELECTRICAL POWER ELEVATION -SECTOR C CANOPY 471 BT120-AEE832 1 ARCHITECTURE EXTERIOR ELEVATIONS GANTRY 538 BT120-ELP221 1 ELECTRICAL LIGHTING PLAN CORE FACILITY 472 BT120-AEE833 1 ARCHITECTURE EXTERIOR ELEVATIONS GANTRY 539 BT120-EPP221 1 ELECTRICAL POWER PLAN CORE FACILITY 473 BT120-AEE834 1 ARCHITECTURE EXTERIOR ELEVATIONS GANTRY 540 BT120-EPP222 1 ELECTRICAL POWER PLAN -SECTOR F CORE FACILITY 474 BT120-ACP231 1 ARCHITECTURE REFLECTED CEILING PLAN GANTRY 541 BT120-EPP223 1 ELECTRICAL POWER PLAN -ENLARGED ELECTRICAL ROOM CORE FACILITY 475 BT120-AED910 1 ARCHITECTURE GANTRY DETAILS GANTRY 542 BT120-EPE221 1 ELECTRICAL POWER ELEVATIONS -ELECTRICAL ROOM CORE FACILITY 476 BT120-APP241 1 ARCHITECTURE FLOOR PLAN BEB EQUIPMENT YARD 543 BT120-ELP231 1 ELECTRICAL LIGHTING PLAN BEB CHARGING GANTRY 477 BT120-ARP341 1 ARCHITECTURE ROOF PLAN BEB EQUIPMENT YARD 544 BT120-EPP231 1 ELECTRICAL POWER PLAN AND GROUNDING PLAN BEB CHARGING GANTRY 478 BT120-AEE841 1 ARCHITECTURE EXTERIOR ELEVATIONS BEB EQUIPMENT YARD 545 BT120-ELP241 1 ELECTRICAL LIGHTING PLAN BEB EQUIPMENT YARD 479 BT120-ACP241 1 ARCHITECTURE REFLECTED CEILING PLAN BEB EQUIPMENT YARD 546 BT120-EPP241 1 ELECTRICAL POWER PLAN BEB EQUIPMENT YARD 480 BT120-AED913 1 ARCHITECTURE MISC DETAILS BEB EQUIPMENT YARD 547 BT120-EPP242 1 ELECTRICAL UNDERGROUND CONDUIT BEB EQUIPMENT YARD 481 BT120-APP251 1 ARCHITECTURE FLOOR PLAN GENERATOR PAD 548 BT120-EGS101 0 ELECTRICAL GROUNDING DIAGRAM -SECTOR A CANOPY 482 BT120-AEE851 1 ARCHITECTURE EXTERIOR ELEVATIONS GENERATOR PAD 549 BT120-EGS102 0 ELECTRICAL GROUNDING DIAGRAM -CORE FACILITY CORE FACILITY 483 BT120-APP261 1 ARCHITECTURE FLOOR PLAN REFUSE AND RECYCLING AREA 550 BT120-EGS103 1 ELECTRICAL GROUNDING PLAN BEB CHARGING GANTRY 484 BT120-AEE861 1 ARCHITECTURE EXTERIOR ELEVATIONS REFUSE AND RECYCLING AREA 551 BT120-EGS104 1 ELECTRICAL GROUNDING PLAN BEB EQUIPMENT YARD 485 BT120-AID900 1 ARCHITECTURE DETAILS CORE FACILITY 552 BT120-EPD101 1 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER 486 BT120-AID901 0 ARCHITECTURE DETAILS CORE FACILITY 553 BT120-EPD102 1 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER 487 BT120-AID902 0 ARCHITECTURE DETAILS CORE FACILITY 554 BT120-EPD103 0 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER 488 BT120-AID903 0 ARCHITECTURE DETAILS TRANSIT CENTER 555 BT120-EPD104 0 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER 489 BT120-AID904 0 ARCHITECTURE DETAILS TRANSIT CENTER 556 BT120-EPD105 1 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER 490 BT120-AID905 0 ARCHITECTURE DETAILS TRANSIT CENTER 557 BT120-EPD106 1 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER 491 BT120-AID906 0 ARCHITECTURE DETAILS TRANSIT CENTER 558 BT120-EPD107 1 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER 492 BT120-AID907 0 ARCHITECTURE DETAILS TRANSIT CENTER 559 BT120-EPD108 1 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER 493 BT120-AID908 0 ARCHITECTURE DETAILS TRANSIT CENTER 560 BT120-EPD109 1 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER 494 BT120-AID910 0 ARCHITECTURE DETAILS CORE FACILITY 561 BT120-EPD110 0 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER 495 BT120-AID911 0 ARCHITECTURE DETAILS CORE FACILITY 562 BT120-EPD111 0 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER 496 BT120-AID912 1 ARCHITECTURE DETAILS CORE FACILITY 563 BT120-EPD112 0 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER 497 BT120-AID913 0 ARCHITECTURE DETAILS CORE FACILITY 564 BT120-EPS101 1 ELECTRICAL BEP ONE -LINE SOUTH RENTON TRANSIT CENTER MECHANICAL 565 BT120-EPS102 1 ELECTRICAL CORE FACILITES ONE -LINE NE 145TH ST TO 98TH AVE NE 566 BT120-EPS103 1 ELECTRICAL BEB CHARGING BLOCK DIAGRAM SOUTH RENTON TRANSIT CENTER 498 BT120-MPNO01 0 MECHANICAL -PLUMBING GENERAL NOTES AND LEGEND CORE FACILITY 567 BT120-EPS104 2 ELECTRICAL SITE LIGHTING WIRING DIAGRAM NE 145TH ST TO 98TH AVE NE 499 BT120-MPP121 1 MECHANICAL -PLUMBING UNDERGROUND PLAN -BELOW FINISHED FLOOR CORE FACILITY 568 BT120-EPS110 1 ELECTRICAL KCM PANEL SCHEDULES SOUTH RENTON TRANSIT CENTER 500 BT120-MPP221 1 MECHANICAL -PLUMBING FLOOR PLAN —OVERALL —AT OR ABOVE FINISHED FLOOR CORE FACILITY 569 BT120-EPS111 0 ELECTRICAL KMC PANEL SCHEDULES SOUTH RENTON TRANSIT CENTER 501 BT120-MPP222 0 MECHANICAL -PLUMBING ENLARGED FLOOR PLANS CORE FACILITY 570 BT120-EPS112 0 ELECTRICAL ST PANEL SCHEDULES SOUTH RENTON TRANSIT CENTER 502 BT120-MPP321 1 MECHANICAL -PLUMBING ROOF PLAN CORE FACILITY 571 BT120-EPS113 2 ELECTRICAL ST PANEL SCHEDULES SOUTH RENTON TRANSIT CENTER 503 BT120-MPS001 0 MECHANICAL -PLUMBING RISER DIAGRAM -DOMESTIC WATER CORE FACILITY 572 BT120-EPS114 1 ELECTRICAL ST PANEL SCHEDULES SOUTH RENTON TRANSIT CENTER 504 BT120-MPS002 0 MECHANICAL -PLUMBING RISER DIAGRAM -SANITARY SEWER CORE FACILITY 573 BT120-EPS115 1 ELECTRICAL ST PANEL SCHEDULES SOUTH RENTON TRANSIT CENTER 505 BT120-MPS003 0 MECHANICAL -PLUMBING SCHEDULES CORE FACILITY 574 BT120-EPS116 1 ELECTRICAL ST PANEL SCHEDULES SOUTH RENTON TRANSIT CENTER 506 BT120-MPDO01 0 MECHANICAL -PLUMBING DETAILS CORE FACILITY 575 BT120-EPS117 1 ELECTRICAL ST PANEL SCHEDULES SOUTH RENTON TRANSIT CENTER 507 BT120-MPDO02 0 MECHANICAL -PLUMBING DETAILS CORE FACILITY 576 BT120-EPS120 0 ELECTRICAL CONNECTION SCHEDULE SOUTH RENTON TRANSIT CENTER 508 BT120-MHN001 0 MECHANICAL-HVAC LEGEND, ABBREVIATIONS AND ENERGY CODES CORE FACILITY 577 BT120-EPS121 2 ELECTRICAL CONDUIT AND CONDUCTOR SCHEDULE SOUTH RENTON TRANSIT CENTER 509 BT120-MHN002 0 MECHANICAL-HVAC CONSTRUCTION, GENERAL AND KEY NOTES CORE FACILITY 578 BT120-EPS122 0 ELECTRICAL CONDUIT AND CONDUCTOR SCHEDULE 2 SOUTH RENTON TRANSIT CENTER 510 BT120-MHP221 1 MECHANICAL-HVAC FLOOR PLAN BELOW 8' AFF CORE FACILITY 579 BT120-EPS123 1 ELECTRICAL CONDUIT AND CONDUCTOR SCHEDULE 3 SOUTH RENTON TRANSIT CENTER 511 BT120-MHP222 1 MECHANICAL-HVAC FLOOR PLAN -ABOVE 8' AFF CORE FACILITY 580 BT120-EPS130 1 ELECTRICAL EQUIPMENT MATRIX SOUTH RENTON TRANSIT CENTER 512 BT120-MHS001 0 MECHANICAL-HVAC SCHEMATIC, DIAGRAMS CORE FACILITY 581 BT120-EPS131 1 ELECTRICAL EQUIPMENT MATRIX SOUTH RENTON TRANSIT CENTER 513 BT120-MHS002 0 MECHANICAL-HVAC SCHEDULE CORE FACILITY 582 BT120-EPS132 1 ELECTRICAL EQUIPMENT MATRIX SOUTH RENTON TRANSIT CENTER 514 BT120-MHS003 0 MECHANICAL-HVAC SCHEDULES 583 BT120-ELS101 1 ELECTRICAL LUMINAIRE SCHEDULE SOUTH RENTON TRANSIT CENTER 515 BT120-MHS005 0 MECHANICAL-HVAC BMS POINTS LIST CORE FACILITY 584 BT120-ELS102 1 ELECTRICAL LIGHTING CONTROL MATRIX SOUTH RENTON TRANSIT CENTER 516 BT120-MHS006 0 MECHANICAL-HVAC CONTROLS NETWORK DIAGRAM CORE FACILITY 517 BT120-MHS007 0 MECHANICAL-HVAC CONTROLS SCHEDULE CORE FACILITY R-433206 518 BT120-MHS010 0 MECHANICAL-HVAC CONTROLS SCHEDULE CORE FACILITY 519 BT120-MHDO01 0 MECHANICAL-HVAC DETAILS CORE FACILITY DEVELOPMENT ENGINEERING Aoftk Ar%-� IL msippo 11 /25/2025 DESIGNED BY: SCALE: DRAWING No.: E. GOLLER �,�THs� Q J NTS STRIDE BUS RAPID TRANSIT DRAWN BY: �Sc�� ` �J&y U FILENAME: SOUTH RENTON TRANSIT CENTER BT120-GZ1005 E. GOLLER �4 r z sr)?IDE w J S1-BT120-GZ1001-006 BT105 FACILITY ID: CHECKED BY: ,�, BRT General Engineering Consultant z CONTRACT No.: BT120 SOUNDTRANSIT GENERAL ,�, RTA/LR RTA/CN 0205-2 SHEET No.: REV: L 10/24/2025 LBR MS LBR COR PERMIT REVISIONS - CNWD #001 L. GILBERT SS GIST � INDEX OF DRAWINGS 12/10/2024 EDG LDG JKH ISSUED FOR BID APPROVED BY: ZONAL S SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: 006 A DATEDSN CHK APP REVISION J. HARPER 10/27/2025 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 C'7 CIO N O O O N Q J Xrefs: xBRT-CUD05- TxS1-BT120-C � SOUTH RENTON TRANSIT CENTER - BOOK 2 OF 3 co COSHT. No. I DWG. No. REV I TITLE SHT. No. I DWG. No. I REV TITLE CV T o SYSTEMS o O 0 COMMUNICATION COR CONDITIONS OF APPROVAL: N W 585 BT120-JCN203 0 SYSTEMS COMMUNICATIONS NOTES C) ~ 586 BT120-JCP206 2 SYSTEMS STRIDE BAY 1 COMMUNICATIONS PLAN 1. ISSUANCE OF CIVIL CONSTRUCTION PERMIT C24002 1 23 IS FOR THE PURPOSES OF FINAL PROJECT 587 BT120-JCP207 1 SYSTEMS STRIDE BAY 2 AND 8 COMMUNICATIONS PLAN FINAL CONTRACTOR PROCUREMENT. CONSTRUCTION SHALL NOT COMMENCE UNTIL WRITTEN OR VERBAL 588 BT120-JCP208 2 SYSTEMS KCM BAYS 3, 6, AND 7 COMMUNICATIONS PLAN APPROVAL FOR CONSTRUCTION ACTIVITIES IS PROVIDED BY CITY PROJECT MANAGER OR INSPECTOR UPON 589 BT120-JCP209 1 SYSTEMS KCM RAPID RIDE COMMUNICATIONS PLAN BAY 4 AND 5 SATISFACTION OF CONDITIONS 2-6. ADDITIONAL INFORMATION SUCH AS CONTRACTOR AND SUBCONTRACTOR BUSINESS LICENSES AND INSURANCE NAMING THE CITY AS ADDITIONALLY INSURED SHALL 590 BT120-JCP210 1 SYSTEMS STRIDE BAY 1 SHELTER COMMUNICATIONS RCP BE APPROVED BY CITY RISK MANAGEMENT AND LEGAL STAFF AND IN PLACE PRIOR TO CONSTRUCTION. 591 BT120-JCP211 1 SYSTEMS KCM RAPID RIDE BAY 2 AND STRIDE BAY 8 592 BT120-JCP212 1 SYSTEMS KCM COMMUNICATIONS RCP BAYS 3, 4, 6, AND 7 2. A PRE -CONSTRUCTION MEETING SHALL BE HELD WITH THE APPLICANT, PROJECT CONTRACTOR, CITY Ln 593 BT120-JCE209 0 SYSTEMS STRIDE BAY AREA 1 COMMUNICATIONS ELEVATION REPRESENTATIVES AND INSPECTION STAFF. 0) O 594 BT120-JCE210 0 SYSTEMS STRIDE LAYOVER COMMUNICATIONS O 595 BT120-JCE211 1 SYSTEMS STRIDE BAY 8 COMMUNICATIONS ELEVATION 3. ALL PROJECT CONSTRUCTION AND INSPECTION FEES SHALL BE PAID PRIOR TO SCHEDULING OF C) O 596 BT120-JCE212 0 SYSTEMS KCM BAY 2 COMMUNICATIONS ELEVATION PRE-GONSTRUGTION MEETING. T 597 BT120-JCE213 0 SYSTEMS KCM BAY 7 COMMUNICATIONS ELEVATION N 4. ALL TEMPORARY PROJECT ENTITLEMENTS (CONSTRUCTION EASEMENTS AND/OR PROPERTY PERMISSIONS) 598 BT120-JCE214 0 SYSTEMS KCM BAY 6 COMMUNICATIONS ELEVATION SHALL BE IN PLACE AND COPIES PROVIDED TO THE CITY PRIOR TO CONSTRUCTION ACTIVITIES OCCURRING 599 BT120-JCE215 0 SYSTEMS KCM BAYS 4 AND 5 COMMUNICATIONS ELEVATION WITHIN THOSE TEMPORARY PROJECT ENTITLEMENTS. 600 BT120-JCE216 1 SYSTEMS KCM BAY 3 COMMUNICATIONS ELEVATION 601 BT120-JCX210 0 SYSTEMS COMMUNICATION STRIDE BAY 1 SECTIONS 5. PROJECT PUBLIC AGENCY SERVICE AGREEMENT SHALL BE IN PLACE AND EXECUTED. 602 BT120-JCX211 1 SYSTEMS KCM COMMUNICATIONS SECTIONS 603 BT120-JCX212 1 SYSTEMS STRIDE BAY 2 AND 8 COMMUNICATIONS SECTIONS 6. ALL OUTSIDE AGENCY PERMITS OR APPROVALS SUCH AS DEPARTMENT OF ECOLOGY OR WASHINGTON 604 BT120-JFS204 0 SYSTEMS SOUND TRANSIT BAY 1 RISER DIAGRAM STATE DEPARTMENT OF TRANSPORTATION SHALL BE IN PLACE AND PROVIDED TO THE CITY. LIMITED WORK BASED ON RELEVANT SCOPES MAY BE GRANTED ON PORTIONS OF THE PROJECT AT THE DISCRETION OF THE co 605 BT120-JFS205 0 SYSTEMS SOUND TRANSIT BAY 8 RISER DIAGRAM C'7 606 BT120-JFS206 0 SYSTEMS SOUND TRANSIT OTHER BAYS RISER DIAGRAM CITY'S PROJECT MANAGER IN THE EVENT ADDITIONAL OUTSIDE AGENCY PERMITS OR APPROVALS ARE CV REQUIRED OR DELAYED. c:) 607 BT120-JFS207 0 SYSTEMS KCM BAY 2 AND 7 RISER DIAGRAM O O 608 BT120-JFS208 0 SYSTEMS KCM OTHER BAYS RISER DIAGRAM 7. SHEET BT 1 20-CHP 1 01 (PAGE 42): DETAILED HAUL ROUTE SUBMITTAL REQUIREMENT. 4 609 BT120-JCD204 0 SYSTEMS COMMUNICATIONS DETAILS N 610 BT120-JCD205 0 SYSTEMS COMMUNICATIONS DETAILS 8. SHEET BT 1 20-CDP 100 (PAGE 1 63): PIPE AND EASEMENT OWNERSHIP EXHIBIT REQUIREMENT. Q 611 BT120-JCD206 0 SYSTEMS COMMUNICATIONS DETAILS 9. SHEET BT 1 20-CDP 105 (PAGE 1 66): REMOVE EXISTING UPSTREAM PIPE. J 612 BT120-JCD207 0 SYSTEMS COMMUNICATIONS DETAILS 613 BT120-JCD208 0 SYSTEMS ST COMMUNICATIONS CABINET 10. SHEET BT 1 20-CDP 105 (PAGE 1 66): PROVIDE LETTER FROM KCM ACCEPTING MAINTENANCE 614 BT120-JCD209 0 SYSTEMS KCM COMMUNICATIONS CABINET RESPONSIBILITY OF STORM DRAINAGE STRUCTURE AND PIPE. 615 BT120-JCD210 0 SYSTEMS CONDUIT PENETRATION DETAIL 1 1. SHEET BT 1 20-UWP201 (PAGE 21 6): 2" RPBA REQUIRED. 616 BT120-JCD211 0 SYSTEMS CCTV CAMERA DATA TELECOM 1 2. SHEET BT 1 20-TSD 101 (PAGE 239): PER STD. PLAN 140. 617 BT120-JCN000 0 TELECOM SYMBOLS AND LEGEND TRANSIT CENTER 13. SHEET BT 1 20-TSD 102 (PAGE 240): #ITSP+251 5509990. 618 BT120-JCN001 1 TELECOM GENERAL NOTES TRANSIT CENTER 619 BT120-JCN002 0 TELECOM GENERAL NOTES TRANSIT CENTER 14. SHEETS BT 1 20-TMN 101 & TMP 10 1- 1 15 (SHEETS 250-264): TRAFFIC CONTROL PLANS NOT 620 BT120-JCN003 0 TELECOM GENERAL NOTES TRANSIT CENTER APPROVED. SEPARATE SUBMITTAL REQUIRED.. 621 BT120-JCN004 0 TELECOM GENERAL NOTES TRANSIT CENTER 15. SHEETS BT 1 20-TDP 1 01-103 (SHEETS 265-265B): TRAFFIC DETOUR PLANS NOT APPROVED. 622 BT120-JCN005 0 TELECOM GENERAL NOTES TRANSIT CENTER SEPARATE SUBMITTAL REQUIRED. 623 BT120-JCS006 1 TELECOM OUTLET AND MATRICES TRANSIT CENTER 624 BT120-JCP001 1 TELECOM SITE -OVERALL PLAN TRANSIT CENTER 16. SHEET BT 1 20-LRP 104 (SHEET 3 1 3): ADD BACKFLOW PREVENTION NOTES. 625 BT120-JCP002 1 TELECOM SITE -ENLARGED PLAN TRANSIT CENTER 626 BT120-JCP220 1 TELECOM CORE FACILITY TELECOMMUNICATIONS PLAN TRANSIT CENTER 17. BOOK 2 APPROVAL IS FOR CITY INDEXING PURPOSES ONLY. FINAL BOOK 2 BASED ON APPROVED 627 BT120-JCP221 1 TELECOM CORE FACILITY CONDUIT PLAN TRANSIT CENTER BUILDING PERMIT SUBMITTALS TO BE PROVIDED TO CITY PROJECT MANAGER DURING AS-BUILTS PHASE ACCURATELY REFLECTING APPROVED AND CONSTRUCTED BUILDING PERMIT PLANS. 628 BT120-JCP261 0 TELECOM TELECOM ROOM ENLARGED PLANS TRANSIT CENTER 629 BT120-JCE262 1 TELECOM TELECOM ROOM ST & KCM ELEVATIONS TRANSIT CENTER 18. BOOK 3: TRAFFIC CONTROL AND DETOUR PLANS NOT APPROVED. TRAFFIC CONTROL AND DETOUR 630 BT120-JCE263 0 TELECOM TELECOM ROOM SERVICE PROVIDER ELEVATIONS TRANSIT CENTER PLANS AFFECTING CITY OPERATIONS TO BE REVIEWED IN CONJUNCTION WITH WSDOT APPROVALS AND MAY 631 BT120-JCE264 0 TELECOM TELECOM ROOM OVERALL ELEVATIONS TRANSIT CENTER REQUIRE FURTHER COORDINATION. 632 BT120-JCE265 0 TELECOM TELECOM ROOM ISOMETRIC VIEW TRANSIT CENTER 633 BT120-JCD501 0 TELECOM INSTALLATION DETAILS TRANSIT CENTER 634 BT120-JCD502 0 TELECOM INSTALLATION DETAILS TRANSIT CENTER O 635 BT120-JCD503 0 TELECOM INSTALLATION DETAILS TRANSIT CENTER 0 636 BT120-JCD504 0 TELECOM INSTALLATION DETAILS TRANSIT CENTER 0 637 BT120-JCD505 0 TELECOM INSTALLATION DETAILS TRANSIT CENTER 0 638 BT120-JCD506 0 TELECOM INSTALLATION DETAILS TRANSIT CENTER N 639 BT120-JFS001 0 TELECOM OUTLET AND MATRICES TRANSIT CENTER (D SECURITY 0 640 BT120-JCP003 2 SECURITY SITE -OVERALL PLAN TRANSIT CENTER m 641 BT120-JCN051 1 SECURITY SYMBOLS AND LEGEND v) 642 BT120-JCP222 2 SECURITY FLOOR PLAN CORE FACILITY It LO 643 BT120-JCP223 1 SECURITY CONDUIT PLAN CORE FACILITY C00 -00 644 BT120-JCS051 0 SECURITY NETWORK RISER DIAGRAM IZT 0 645 BT120-JCS052 1 SECURITY NETWORK RISER DIAGRAM v 646 BT120-JCD551 0 SECURITY DETAILS w Q 647 BT120-JCD552 0 SECURITY DETAILS x 648 BT120-JCD553 1 SECURITY DETAILS R-433207 wl 649 BT120-JCD554 0 SECURITY STANDARD DETAILS O 650 BT120-JCD555 0 SECURITY STANDARD DETAILS DEVELOPMENT ENGINEERING X °o msippo 11 /25/2025 QcQ co U O DESIGNED BY: SCALE: STRIDE BUS RAPID TRANSIT DRAWING No.: CU E. GOLLER ��,�TH s��� Q JI m NTS d Q DRAWN BY: °y - U FILENAME: SOUTH RENTON TRANSIT CENTERN 0 srRIDE 0 BT120-GZ1006 co o z E. GOLLER z w J S1-BT120-GZ1001-006 BT105 FACILITY ID: CHECKED BY: 31 BRT General Engineering Consultant z CONTRACT No.: BT120 �p 41 535 ��W SOUNDTRANSIT RTA/LR RTA/CN 0205-2 GENERAL SHEET No.: REV: N � A 10/24/2025 LBR MS LBR COR PERMIT REVISIONS - CNWD #001 L. GILBERT SSIGIST ��� INDEX OF DRAWINGS N a 0 12/10/2024 EDG LDG JKH ISSUED FORBID APPROVED BY: ONAL SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: 007 A CD C) No. DATE DSN CHK APP REVISION J. HARPER 10/27/2025 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024I i N C'7 Xrefs: M xBRT-CUD05-T TxS1-BT120-GZI GB-SEAL-JKH5 O 0 w 0 0 ti N U 0 N m LO 00 co NT 0 0 U w x Q U) w w W °6 x m Q � Go U m O d Q Ln U LO z Y Ln O N N o U SOUTH RENTON TRANSIT CENTER / SR 167 ROADWAY IMPROVEMENTS - BOOK 3 OF 3 SHT. No. DWG. No. REV TITLE SHT. No. I DWG. No. REV I TITLE GENERAL R-433208 DEVELOPMENT ENGINEERING msippo 11 /25/2025 1 BT120-GZT001 1 GENERAL COVER SHEET 2 BT120-GZ1001 A GENERAL INDEX OF DRAWINGS 3 BT120-GZ1002 A GENERAL INDEX OF DRAWINGS 4 BT120-GZ1003 A GENERAL INDEX OF DRAWINGS 5 BT120-GZ1004 A GENERAL INDEX OF DRAWINGS 6 BT120-GZ1005 A GENERAL INDEX OF DRAWINGS 7 BT120-GZ1006 A GENERAL INDEX OF DRAWINGS 8 BT120-GZ1701 A GENERAL INDEX OF DRAWINGS 9 BT120-GZK000 0 GENERAL PROJECT LOCATION ID PLAN 10 BT120-GZKO01 0 GENERAL KEY PLAN 11 BT120-GZN001 0 GENERAL GENERAL ABBREVIATIONS 12 BT120-GZN002 0 GENERAL GENERAL ABBREVIATIONS 13 BT120-GZN003 0 GENERAL GENERAL ABBREVIATIONS 14 BT120-GZN004 0 GENERAL GENERAL ABBREVIATIONS 15 BT120-GZN005 0 GENERAL GENERAL ABBREVIATIONS 16 BT120-GZN006 0 GENERAL GENERAL SYMBOLS AND LEGEND 17 BT120-GZN007 0 GENERAL GENERAL SYMBOLS AND LEGEND RIGHT-OF-WAY 651 BT120-RMP701 1 RIGHT OF WAY MONUMENT PLAN 652 BT120-RPP701 0 RIGHT OF WAY PROPOSED PLAN CIVIL ALIGNMENT 653 BT120-CAP701 0 CIVIL ALIGNMENT PLAN SR 167 STA. 997+00.00 TO STA. 1002+50.00 654 BT120-CAP702 0 CIVIL ALIGNMENT PLAN SR 167 STA. 1002+50.00 TO STA. 1008+00.00 655 BT120-CAP703 0 CIVIL ALIGNMENT PLAN SR 167 STA. 1008+00.00 TO STA. 202+00.00 CONSTRUCTION STAGING 656 BT120-CHP701 0 CIVIL CIVIL HAUL PLAN SR167 TYPICAL SECTIONS 657 BT120-CRY701 1 CIVIL TYPICAL SECTIONS SR167 658 BT120-CRY702 0 CIVIL TYPICAL SECTIONS SR167 SITE 659 BT120-CSP702 1 CIVIL SITE PREPARATION PLAN SR 167 STA. 1002+50.00 TO STA. 1008+00.00 660 BT120-CSP703 0 CIVIL SITE PREPARATION PLAN SR 167 STA.1008+00.00 TO STA. 202+00.00 EROISION AND SEDIMENT CONTROL 661 BT120-CTP702 1 CIVIL EROSION AND SEDIMENT CONTROL PLAN SR167 STA. 1002+50.00 TO STA. 1008+00.00 662 BT120-CTD701 0 CIVIL TESC DETAILS 663 BT120-CTD702 0 CIVIL TESC DETAILS 664 BT120-CTD703 0 CIVIL TESC DETAILS ROADWAY 665 BT120-CPP702 1 CIVIL PAVING PLAN SR 167 STA. 1002+50.00 TO STA. 1008+00.00 666 BT120-CPP703 0 CIVIL PAVING PLAN SR 167 STA. 1008+00.00 TO STA. 202+00.00 PAVEMENT MARKING 667 BT120-CMP702 A CIVIL PAVEMENT MARKING PLAN SR 167 STA. 1002+50.00 TO STA. 1008+00.00 668 BT120-CMP703 1 CIVIL PAVEMENT MARKING PLAN SR 167 STA. 1008+00.00 TO STA. 202+00.00 669 BT120-CMD701 A CIVIL PAVEMENT MARKING DETAILS ILLUMINATION 670 BT120-CLN701 0 CIVIL ILLUMINATION NOTES SR167 671 BT120-CLP701 0 CIVIL ILLUMINATION PLAN SR167 TRAFFIC SIGNAGE 672 BT120-TNP701 0 TRAFFIC SIGNAGE PLAN SR 167 STA. 997+00.00 TOP STA. 1002+50.00 673 BT120-TNP702 0 TRAFFIC SIGNAGE PLAN SR 167 STA. 1002+50.00 TO STA. 1008+00.00 674 BT120-TND701 0 TRAFFIC SIGNAGE DETAILS SR 167 IN RENTON MAINTENANCE OF TRAFFIC 675 BT120-TMN701 0 TRAFFIC TRAFFIC CONTROL NOTES SR167 676 BT120-TMP701 0 TRAFFIC MOTT PLAN SR167 677 BT120-TMP702 0 TRAFFIC MOTT PLAN SR167 678 BT120-TMP703 0 TRAFFIC MOTT PLAN SR167 679 BT120-TMP704 0 TRAFFIC MOTT PLAN SR167 680 BT120-TMP705 0 TRAFFIC MOTT PLAN SR167 681 BT120-TMP706 0 TRAFFIC MOTT PLAN SR167 682 BT120-TDP701 0 TRAFFIC DETOUR PLAN SR167 DESIGNED BY: E. GOLLER ���T46 ���I��r�y w ' z ° ro �, ® ��csTt ti��`� �SIONAL � 535 0LN 10/27/2025 4bV rRIDEU BRT General Engineering Consultant Q J (n co w J z " SOUNDTRANSIT SCALE: NTS STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 GENERAL INDEX OF DRAWINGS SR 167 DRAWING No.: gT120-GZ1701 DRAWN BY: E. GOLLER FILENAME: S1-BT120-GZ1701 FACILITY ID: BT120 CHECKED BY: L. GILBERT CONTRACT No.: RTA/LR RTA/CN 0205-2 10/24/2025 LBR MS LBR COR PERMIT REVISIONS - CNWD #001 SHEET No.: REV: 008 A 12/10/2024 EDG LDG JKH ISSUED FORBID APPROVED BY: J. HARPER SUBMITTED BY: R. PARGAS DATE: 12/10/2024 REVIEWED BY: J. ALTCHECH DATE: 12/10/2024 DATE: 12/10/2024 DATE DSN CHK APP REVISION C'7 N T N 0 N CU A H H H T N C'7 C'7 N O 0 0 4 N Q J C'7 Xrefs: M xBRT-CUD05-T GB-SEAL-JKH5 0 Lu 0 0 0 V N C� 0 N m U) 0 N C'M 0 0 w Q U) w CD W 7) w06 x m Q U) C/) U pp — O U Q co (D N z o Y O 0 a U N37 Everett NP37 LEGEND: — N36 X## At -Grade Station M � z X## Grade Separated Station SW Everett Industrial Center N33 1111 N35� Tunnel Station Tunnel Station SR 526 & Evergreen N32', XX# Facility N31 SR 99 & Airport Rd (Provisional) X## X## Linked Stations N301■111111 Tunnel Track N29 Mariner NP29 111111111111111 Grade Separated Track N28 ��At-Grade Track Ash Way N27 N26 ���NP27 BTM01 Admin & Ops BTM02 Parking & Service SEE VIEW AT LEFT West Alderwood `N25 Lynnwood BTM03 Guard Booth N24 Rainier Beach (C735) — Lynnwood Transit Center (L300) N23` 0 NP23 Parking (L300) BTM04 MOW (Henderson Street) C29 C30 N22 ; T260 UW Boeing Access Road C31 PP31 Parking 220th Street (Provisional) N21 FOP 21 Parking (Provisional) Canyon Park (S2) BT350 Bothell/Cascadia _� College (S3) = C32 N20 98th Ave. NE S3 = SOUTH RENTON (S1) ( ) S 133rd St. (C755) C33 C Mountlake N19 L300 BTP324 BTP340 BT340 BT342 BT344 BT346 Beardslee Blvd. Tukwilla/ Intl Blvd. (C755) C35 1111111111111111111�� BT120 Terrace Transit Center (L300) Lake Forest Park 0 NE 195th St. (S2) (S 154th Street) BTP120 N18 70 C34 Town Center (S3) sty C 0 BT324 BT330 BT332 BT334 h Shoreline North (L200) N17 NP17 Parking (L200) ,p�o,� '9� BT350 SR 522/1-405 BT140 BT130 BURIEN TRANSIT CENTER (S1) TUKWILA INTL BLVD (S1) �' 6' `�� �, TRANSIT HUB (S2) C36 (1s5th St.) BT322 �S� 4�h BTP334 'F,�, ono F BT240 N 16 '9Lo '9Lo 'Ao, �5�,/ o Airport Exit Loop (C430R) - SeaTac NP15 Parking (L200) BT320 ,ss ti�/s �Fj 60 SeaTac Airport (C420) C37 Shoreline South (L200) N15 BT230 BRICKYARD (S2) (145th St.) N14 — BT310 BT312 BT314 73.E �S�j E S00 Redmond =_ NE 130th St. (L200) N13 NP13 Parking �S� � 01 — (Provisional) L200 h,9 h,9 60 BT220 KINGSGATE / TOTEM LAKE (S2) Angle Lake (S440) S01 SP01 Parking (S445) N 12 ( ) ,o 4, �'j (S 200th Street) Northgate (N160) NNP11 Parking �Fjs� �Fj�� Y02 Yard 11 E31 Downtown Redmond — S02 � (L200) N10 Ballard M04 O&M Facility E30 0 Federal Way M05 E29 EP29 SE Redmond - MOW Facility � rE26 E28Kent/ Des Moines (F200)Ballard B17 Roosevelt(N150) Redmond Technology Center (E360) g ( ) SP03SO4B16EParkin F200E42Parking(Overtake Transit Center) Interbay B15 N08 ♦ U District (U140) E360 Tacoma(Brooklyn) NE85TH(S3) BT210 ( ) S 272nd Street (F200) S05 SP05 Parking (F200) (Star Lake)B14 rlake Village E360 Smith Cove B13 B12 N06 �j South Kirkland = g ( ) Stadium District (T100) T16 _ S06 University of Washington (U250) �? E24 T17 S 4th Ave (T100) Seattle Center � B10 N04 T18 T15 T14 Federal Way Transit Center (F200) S07 SP07 Parking (F200) K00 E21 11 E23 Old City Hall (T100) C South Lake Union : �' B08 NO2 Capitol Hill (U240) S, O Tacoma General (T100) T19 T13 T12 - C? a`� � o� T20 "Current" Theater District (C910) Yard Y03 Dennyat Nt__, Pine St. Ventilation Facility Wilburton (E335) ♦ 7� h9 7�'Po T11 = S08 Hos ital O� O 4 0' 6th Ave (T100) T21 T10 Convention Place Facility C01 ....... ��� 2 (E18 E19 h�t�`s��� �h/� T22 T09 "New" Theater District (C910) O&M Facility M08 ♦ ♦ B06 Bellevue �� �� C. �Q T08 E16 �� J 4J Hilltop District (T100) T23 MOW Facility M09 S09 South Federal Way Westlake (C510) 1 - New Westlake n BTP101 co D� ti O T24 T07 Convention Center (C910) _ C04 Bellevue Downtown (E335) ,� '�� '�� �� ,� '<� �`LO,� T06 B04 (Bellevue Transit Center) a � � �3 �3 0, �, O 0, LSW Storage M10 S10 University St. (C510) E14 BT100 C06 � � Seattle E12 a°o ����° ``c�'� �'� Pie Pie �°Q T05 Union (C910) '� e� ea °�` �. ° �� DS 14 S 12 Pioneer Square (C510) idtown East Main (E335) E11 A °�� Q S�eJ J��° �aa'O ear �O T03 T01 S15 111111111111111111 S13 1111111111 S11 IDS C08 tMO2Mount Baker Mercer Island E10 G° G �gQ �)°P w c Y00 M00 > � Lid (WSDOT) Lid (WSDOT) South Bellevue C6 L ~ o Q International District (C510) E06 N p C12 1j E00 E02 E03 E04 E05 '11,1 (E320) C 100 M o o ���IIII111�1111111111 E01 �ones sell ones loss IEll E07 E09 EP09 ° v v ° ■ B00 Judkins Park (E130) Mercer Island Pa ing Issaquah a C14 (Rainier) (E130) 11� (E ) ~ 06 E08 O Stadium (C7001 C13 (Royal Brougham) Q01 Richards Rd. W00 = "Current" Sodo (C700) Eastgate "New" Sodo W01 C15 (Lander Street) Q03 — �� Mount Baker (C710) �/-off 111`1 C23 (McClellan Street) Q02 W02 — ��O G Q04 Alaska 1` W07 11 W05 111 W03 111 U v v C24 t� Lakemont Q05 Junction OrO�o,�` Off` ° = C25 Columbia City (C735) (Provisional) PJa - 61 Yard Y01 = — (Edmonds/Columbia City) O&M Facility M01 C26 West Seattle m C125 S Graham St. NE 44TH STREET (S1) MOW Facility M02 = C40 Link Control Center M03 — C27 Othello (C735) BT110 — BTP110 rift SEE VIEW AT RIGHT Q06 917) Issaquah N R-433209 DEVELOPMENT ENGINEERING msippo 11 /25/2025 DESIGNED BY: SCALE: DRAWING No.: E. GOLLER ��yTHL��� Q J NTs STRIDE BUS RAPID TRANSIT gT120-GZK000 DRAWN BY: �C��IUy U FILENAME: SOUTH RENTON TRANSIT CENTER U) C0 C. SAXE w z "�°, 4w Sr)?IDE -J S1-BT120-GZK000 BT105 FACILITY ID: CHECKED BY: ® , BRT General Engineering Consultant U_ CONTRACT No.: BT120 0 �p 535 ) SovNDTRaNSIr GENERAL W� M. FOLWELL �'GrsTEV- RTA/CN 0205-24 SHEET No.: REV: 112/10/2024 EDG LDG JKH ISSUED FORBID APPROVED BY: SSIONaL 1� SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: PROJECT LOCATION ID PLAN 009 0 0 J. HARPER 12/04/2024 R. PARGAS 112/10/2024 J. ALTCHECH 112/10/2024 12/10/2024 A H A— A— A; N d N co Xrefs: co xS1-BT120-VRX xBRT-CUD05-T xS1-BT120-GZK ' GB-SEAL-JKH5 xS1-BT120-GZK 0 w 0 0 Y N 0 N m 0 N coco 0 0 U w x a W w i (D w w 06 X m U� Q C/) m U O 0o Z N Y O 00 N a 0 U No i SW 7TH ST I I i I k1l NTON I ri IENTER i TA i I i ii �II I J Sw GRAB I\ ,I✓� � y \, � l u r KEY MAP - ROADWAY SHEETS 07 i SW 7TH ST ■ 1 IIAA VI -LAKE AVE S SCALE: 1" = 300' \ I T- Q�W C I � Q, = Q I ,,j� u uu El - -T� L l� I I l T:nlil i,T�I TaI „7I�; ; , , I I i TRA iiNSI NTER _ i IISTAbON, L F I � / DY WAY, \ G RA S �• �\y�l I'i u I I / �I� �I 12/10/2024 1 EDG I LDG I JKH I ISSUED FOR BID DATE IDSN ICHK 1APP IREVISION KEY MAP - SITE SHEETS SCALE: 1" = 300' n \ SR-167 03 _ -#ARL�1 \ O VE \ 02 KEY MAP - S R-167 SHEETS SCALE: 1" = 300' DESIGNED BY: E. GOLLER DRAWN BY: C. SAXE CHECKED BY: M. FOLWELL APPROVED BY: J. HARPER l' SUBMITTED BY: 12/04/2024 R. PARGAS CROSS REFERENCING OF DRAWINGS BASE SHEET TITLE o1 02 S S S S 07 1"=20' DRAWING SETS S1-BT120-**P101 S1-BT120-**P102 S1-BT120-**P103 S1-BT120-**P104 S1-BT120-**P105 S1-BT120-**P106 S1-BT120-**P107 **P = DESIGN ELEMENT PLAN VIEW DESIGNATION CAP - ALIGNMENT CDP - DRAINAGE CMP - PAVEMENT MARKING CPP - PAVING CSP - SITE PREPARATION CLP - ILLUMINATION JCP - SITE COMMUNICATION LHP -HARDSCAPE LPP - PLANTING LRP - IRRIGATION RPP - PROPOSED RIGHT OF WAY TIP - INTELLIGENT TRAFFIC SYSTEM (ITS) UCP - UTILITY DEMO PLAN UWP - WATER UTILITY USP - SEWER UTILITY CROSS REFERENCING OF DRAWINGS BASE SHEET TITLE o1 02 S S S 1"=20' DRAWING SETS S1-BT120-**P201 S1-BT120-**P202 S1-BT120-**P203 S1-BT120-**P204 S1-BT120-**P205 **P = DESIGN ELEMENT PLAN VIEW DESIGNATION CAP - ALIGNMENT CDP - DRAINAGE CMP - PAVEMENT MARKING CPP - PAVING CSP - SITE PREPARATION CLP - ILLUMINATION JCP - ELECTRICAL AND COMMUNICATION LHP - HARDSCAPE LPP - PLANTING LRP - IRRIGATION RPP - PROPOSED RIGHT OF WAY TIP - INTELLIGENT TRAFFIC SYSTEM (ITS) UCP - COMPOSITE UTILITY UWP - WATER UTILITY USP - SEWER UTILITY CROSS REFERENCING OF DRAWINGS BASE SHEET TITLE o1 02 03 **P = DESIGN ELEMENT PLAN VIEW DESIGNATION CAP - ALIGNMENT CMP - PAVEMENT MARKING CPP - PAVING CTP - TESC CXP - DEMOLITION CLP - ILLUMINATION RMP - RIGHT OF WAY MONUMENTS RPP - PROPOSED RIGHT OF WAY TDP - TRAFFIC DETOUR TMP - TRAFFIC CONTROL TNP - SIGNING N 300 150 0 300 600 SCALE IN FEET DEVELOPMENT ENGINEERING R-433210 msippo 11 /25/2025 SCALE: STRIDE BUS RAPID TRANSIT DRAWING No.: < w 1 "=300' BT120-GZKO01 sr)?IDE U) Q FILENAME: SOUTH RENTON TRANSIT CENTER w S1-BT120-GZKO01 BT105 FACILITY ID: F)l BRT General Engineering Consultant z U- SouNDTRANSIT CONTRACT No.: GENERAL BT120 RTA/CN 0205-24 KEY PLAN SHEET No.: REV: 1DATE: REVIEWED BY: DATE: DATE: 010 0 12/10/2024 1 J. ALTCHECH 112/10/2024 112/10/2024 0 0 0 0 z N C� 0 N m U) 0 N M IZI- U w Q W X w I (D w w o6 x m Q I U) U) U op -0 Q? 0 (D N z o Y O Nco 0 U No # NUMBER, TYPE AD ACCESS DOOR, AREA DRAIN % PERCENT ADA AMERICAN WITH DISABILITIES ACT & AND ADD ADDENDUM,ADDENDA DIM REQ VERIFICATION BY OTHER DIM ADDL ADDITIONAL / OF ADJ ADJACENT, ADJUST(ABLE) @ AT AESS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL +/- PLUS OR MINUS, DIM REQ FIELD VERIFY AF AMP FUSE, AMP FRAME A TOTAL CENTRAL ANGLE OF SPIRAL AND CIRCULAR AFF ABOVE FINISHED FLOOR CURVES AFG ABOVE FINISHED GRADE Ac CENTRAL ANGLE OF CIRCULAR CURVE EXTENDING AGG AGGREGATE FROM SC TO CS AGG B AGGREGATE BASE Act SUFFIX (1) DENOTES DATA FOR THE FIRST CIRCULAR AGG SB AGGREGATE SUB BASE CURVE OF A COMPOUND CURVE AGHA ALTERATION OF GEOLOGICAL HAZARD AREA Ac2 SUFFIX (2) SAME AS ABOVE - SECOND CIRCULAR AHCP AIR HANDLING CONTROL PANEL CURVE OF A COMPOUND CURVE AHCW AUTOMATIC HIGHWAY CROSSING WARNING es1 CENTRAL ANGLE OF SPIRAL SUFFIX (1) AHD AHEAD es2 CENTRAL ANGLE OF SPIRAL SUFFIX (2) AHJ AUTHORITIES HAVING JURISDICTION es3 CENTRAL ANGLE OF SPIRAL SUFFIX (3) AHU AIR HANDLING UNIT L SINGLE ANGLE AIC AMPERE INTERRUPTING CURRENT J L AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION DOUBLE ANGLE AL ALUMINUM 0 DIAMETER, PHASE ALIGN ALIGNMENT (E) EXISTING ALM ALARM (F) FUTURE ALT ALTERNATE (N) NEW ALUM ALUMINUM A AMP AMPERE, AMPERAGE ANC ANCHOR(AGE) A AMPERE ANOD ANODIZE(D) A/B AIR BRAKE ANS AMBIENT NOISE SENSOR A/C ASPHALTIC CONCRETE ANSI AMERICAN NATIONAL STANDARDS INSTITUTE A/G AT -GRADE ANT ANTENNA A/R AS REQUIRED AP ANGLE POINT, APPROACH A/S ACRYLIC -LATEX SEALANT APC-# ACOUSTICAL PANEL CEILING A/T AUTO TENSION AP-# ACOUSTICAL PLASTER TYPE A/V AUDIO VISUAL APPROX APPROXIMATELY AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY AND APT AUXILIARY POWER TRANSFORMER TRANSPORTATION OFFICIALS AR ANCHOR ROD AB ANCHOR BOLT ARC ABRASION RESISTANT COATINGS ABD ABANDON(ED) ARCH ARCHITECT, ARCHITECTURAL ABDV AUTOMATIC BALL DRIP VALVE AREMA AMERICAN RAILWAY ENGINEERING AND ABUT ABUTMENT MAINTENANCE -OF -WAY ASSOCIATION ABV ABOVE ARV AIR RELIEF VALVE AC ALTERNATING CURRENT, ABOVE COUNTER, AIR AS AIR SEPARATOR, AMPMETER SWITCH COMPRESSOR, ASBESTOS CEMENT, AIR CONDITIONING ASA AMERICAN STANDARDS ASSOCIATION ACCP AIR CONDITIONING CONTROL PANEL ASL AIRSPACE LEASE ACD ASBESTOS CEMENT DUCT (CONDUIT) ASPH ASPHALT ACI AMERICAN CONCRETE INSTITUTE ASSY ASSEMBLY ACOUS ACOUSTICAL ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS ACOUS PNL ACOUSTICAL PANEL AT AMP TRIP ACP ASBESTOS CEMENT PIPE, ASPHALT CONCRETE ATB ASPHALT TREATED BASE PAVEMENT ATCH ATTACH ACPL AUXILIARY CONTROL PANEL ATM ALONG TRACK MOVEMENT ACR ACRYLIC, ACCESS CARD READER ATP AUTOMATIC TRAIN PROTECTION ACS ACCESS ATR ABOVE TOP RAIL ACSR ALUMINUM CONDUCTOR STEEL REINFORCED ATS AUTOMATIC TRANSFER SWITCH ACT ACOUSTICAL CEILING TILE AUTO AUTOMATIC ACT-# ACOUSTICAL CEILING TILE - TYPE AUX AUXILIARY ACU AIR CONDITIONING UNIT AV ALARM VALVE, AUDIO VISUAL DESIGNED BY: E. GOLLER DRAWN BY: C. SAXE CHECKED BY: M. FOLWELL 12/10/2024 EDG LDG IJKH ISSUED FOR BID APPROVED BY: DATE IDSN ICHK 1APP REVISION J. HARPER ABBREVIATIONS AVE AVENUE BOT AWG AMERICAN WIRE GAUGE BOW AWI ARCHITECTURAL WOODWORK INSTITUTE BP AWS AMERICAN WELDING SOCIETY BPP AWWA AMERICAN WATER WORKS ASSOCIATION BR BRD B BRG B B&B B-SPAN B/ B/B B/C B/L B/W BAL BAT BCD-# BCP BCR BD BDA BDD BEG BF BFA BFF BFP BH BHP BIA BIJ BIL BIT BJF BK BKF BKR BL BLD BLK BLKG BLKR BLST BLVD BM BMP BMS BNSF BO BOB BOC BOD BOF BOH BOP BOS SUBMITTED BY: 12/04/2024 R. PARGAS B RK-# BALLED AND BURLAPPED BRKT BODY SPAN BS BOTTOM/BACK OF BSMT BACK TO BACK BTU BOTTOM OF CURB BTUH BASE LINE BV BALANCE WEIGHT, BACK OF WALK BVL BALANCE BW BATTERY BZ BIRD CONTROL SYSTEM TYPE BRANCH CIRCUIT PANEL BIKE CARD READER BOARD, BYPASS DAMPER C BI-DIRECTIONAL AMPLIFIER BACK DRAFT DAMPER C&C BEGINNING C&G BACK FACE, BOTTOM FACE, BACKFILL C&S BY-PASS FEEDER ANCHOR C/B BELOW FINISHED FLOOR C/C BACKFLOW PREVENTER C/G BORED HOLE C/L BRAKE HORSE POWER C/S BRICK INSTITUTE OF AMERICA C-SPAN BONDED INSULATED JOINT CAB BASIC IMPULSE LEVEL CAL BITUMINOUS CALC BITUMINOUS JOINT FILLER CANT BACK CAT BACKFI LL CATV BREAKER CB BASE LINE, BUILDING LINE, BOUNDARY LINE CBB BUILDING CBL BLOCK CC BLOCKING BICYCLE LOCKER CCL BALLAST CCTB BOULEVARD CCTV BEAM, BENCHMARK CCW BEST MANAGEMENT PRACTICE(S) CD BUILDING MANAGEMENT SYSTEM BNSF RAILWAY CDC BOTTOM OF, BREAK OUT, BLOCK OUT, BLOW OFF VALVE CDF BOTTOM OF BRICK CE BACK OF CURB CED BOTTOM OF DUCT CEM BOTTOM OF FOOTING CEM BD BACK OF HOUSE CEM PLAS BOTTOM OF PIPE CER BOTTOM OF STRUCTURE CF-# Q J sr)?IDE U IM)l I �_ CO J BRT General Engineering Consultant J U_ DATE: REVIEWED BY: 12/10/2024 1 J. ALTCHECH BOTTOM BACK OF WALK BACKFLOW PREVENTER BRANCH POWER PANEL BRIDGE, BARE ROOT BAROMETRIC RELIEF DAMPER BEARING BEARING PLATE BRICK MASONRY TYPE BRACKET BOTH SIDES, BIRD SCREEN BASEMENT BRITISH THERMAL UNIT BRITISH THERMAL UNITS PER HOUR BALL VALVE BEVELED BOTH WAYS, BOTTOM OF WALL BRONZE C CONDUIT, CELSIUS/CENTIGRADE, COMMUNICATIONS, CHANNEL, CLOSE CUT AND COVER CURB AND GUTTER COMMUNICATION AND SIGNALS COVE BASE CENTER TO CENTER, CONCRETE CULVERT CORNER GUARD CURB LINE COUNTERSUNK CROSS SPAN CABINET CALIPER CALCULATED CANTILEVER CATEGORY, CATENARY CABLE TELEVISION CATCH BASIN CEMENTITIOUS BACKERBOARD CABLE COOLING COIL, CENTER OF CIRCULAR CURVATURE, CIP INTEGRAL COLOR CC-# CENTRAL CONTROL CORROSION CONTROL TEST BOX CLOSED-CIRCUIT TELEVISION COUNTER CLOCKWISE COLD DRAWN, CONDENSATE DRAIN, CLEARANCE DISTANCE COMMUNICATIONS DISTRIBUTION CABINET CONTROLLED DENSITY FILL CONSTRUCTION EASEMENT, CLEARANCE ENVELOPE CONCRETE ENCASED DUCTBANK CEMENT CEMENT BOARD CEMENT PLASTER CERAMIC CEMENTITIOUS FIREPROOFING TYPE SCALE: m V=—.. I NTS FILENAME: S1-BT120-GZN001-005 SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: DATE: 12/10/2024 12/10/2024 CF CUBIC FOOT/FEET CFF CAP FOR FUTURE CFLG COUNTERFLASHING CFM CUBIC FEET PER MINUTE CG CENTER OF GRAVITY, CONCRETE GUTTER CG-# CORNER GUARD TYPE CHAM CHAMFER CHD CHORD CHGR CHARGER CHK CHECK CHWS CHILLED WATER SUPPLY CI CAST IRON CIP CAST -IN -PLACE, CAST IRON PIPE CIP-# CAST -IN -PLACE TYPE CIP-S# CONCRETE SEALER TYPE CIRC CIRCULAR CIT CIRCUIT CIV CIVIL CIW CAST IRON WATER CJ CONTROL/CONTRACTION/CONSTRUCTION JOINT CJP COMPLETE JOINT PENETRATION CK CREEK CKT CIRCUIT CL CENTERLINE, CLASS CLF, CLEF CHAIN LINK FENCE CLG CEILING CLG-# CEILING TYPE CLGH CEILING HANGAR CLGS CEILING SUPPORT CLO CLOSET CLP CONCRETE LIGHT POLE, CLAY PIPE CLR CLEAR(ANCE) CLSM CONTROLLED LOW -STRENGTH MATERIAL CM CONSTRUCTION MANAGEMENT CMH COMMUNICATIONS MANHOLE CMP CORRUGATED METAL PIPE CMT CEMENT TREATED BASE CMU-# CONCRETE MASONRY UNIT TYPE CND CONDUIT CNTR CENTER CNR BD CORNER BEAD CO CLEAN OUT, CARBON MONOXIDE CO2 CARBON DIOXIDE COB CITY OF BOTHELL COL COLUMN COMB COMBINATION COMI CITY OF MERCER ISLAND COMM COMMUNICATIONS COMPO COMPOSITION COMPT COMPARTMENT CON CONSOLE CONC CONCRETE CONC-S# CONCRETE SEALANT TYPE COND CONDUIT, CONDENSATE, CONDUCTOR CONN CONNECT(ION) DEVELOPMENT ENGINEERINGIL ` CONST CONSTRUCT(ION) msippo 11/25/2025 ' CONT CONTINUOUS/CONTINUATION, CONTAINER GROWN CONT'D CONTINUED E-43321 1 DRAWING No. STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 GENERAL GENERAL ABBREVIATIONS BT120-GZN001 FACILITY ID: BT120 SHEET No.: REV: 011 0 N T N O O N U N d m C'7 N O O Q J C'M 0 w 0 0 0 0 Z N C� 0 N H m U) 0 N M IZI- w W w I w w o6 x m Q I U) U) U op — O U Q 0 O N z O Y 0-1 N N 00 ABBREVIATIONS (CONT'D) CONTR CONTRACTOR DCDA DOUBLE CHECK DETECTOR ASSEMBLY EB EASTBOUND ETC ET CETERA FHMS FLAT HEAD MACHINE SCREW CONTV CONTROL VALVE DCM DESIGN CRITERIA MANUAL EBC EMBEDDED CONDUIT ETEL EMERGENCY TELEPHONE FHV FIRE HOSE VALVE COR CITY OF REDMOND DCVA DOUBLE CHECK VALVE ASSEMBLY EC ELECTRICAL CONTRACTOR, END CAP, ELECTRICAL ETS EMERGENCY TRIP STATION FIN FINISH(ED) COORD COORDINATE DCW DOMESTIC COLD WATER CONDUIT, EPDXY -COATED, ELECTRICALLY ETT ELECTRIC TRANSMISSION TOWER FIX FIXED CORP CORPORATION DDCA DOUBLE DETECTOR CHECK ASSEMBLY COMMUTATED ETW EDGE OF TRAVELED WAY FIXT FIXTURE CORR CORRIDOR, CORRUGATED DEF DEFLECTION ECS ENVIRONMENTAL CONTROL SYSTEM Eu UNBALANCED TRACK SUPERELEVATION (INCHES) FJ FEEDER JUMPER COV COVER(ED) DEF JT DEFLECTION JOINT ED ELECTRIC(AL) DUCT EUH ELECTRICAL UNIT HEATER FL FLOW LINE, FLANGE CID CONCRETE PIPE, CONDUIT DEG DEGREE EDD EXHAUST DUCT DAMPER EV ELECTRIC VAULT, ELECTRIC VEHICLES FLA FULL LOAD AMPA CPLG COUPLING DEL DELETE EER ENERGY EFFICIENCY RATING EVP EMERGENCY VEHICLE PREEMPTION FL-# FLOURPOLYMER COATING - TYPE CPP COMMUNICATIONS POWER PANEL DEMO DEMOLITION EF EACH FACE, EXHAUST FAN EW EACH WAY, EASTBOUND TO WESTBOUND FLEX FLEXIBLE CPT CONTROL POWER TRANSFORMER, CONTROL POINT DESC DESCRIPTION EFAN EXHAUST FAN EWC ELECTRIC WATER COOLER FLG FLANGE CPW-# CEMENTITIOUS WALL PANEL - TYPE DET, DTL, DETAIL(S) EFC EXPOSED FINISH CONCRETE EPDXY FIBERGLASS EWH ELECTRIC WATER HEATER FLH FLATHEAD CR CURB RAMP, CONDUIT RISER DTLS CONDUIT EWT ENTERING WATER TEMPERATURE FLR FLOOR CRL CANE RAIL DF DIRECT FIXATION, DRINKING FOUNTAIN EFD EXHAUST FAN DAMPER EX/EXIST EXISTING FLSH FLASHING CRS COLD ROLLED STEEL DGA DOWN GUY ANCHOR EFF EFFICIENCY EXC/EXCAV EXCAVATION FLUOR FLUORESCENT CS COMBINED SEWER, CURVE TO SPIRAL DH DUCT HEATER EFW EFFECTIVE FLUID WEIGHT EXF EXHAUST FAN FM FORCE MAIN CSBC CRUSHED SURFACING BASE COURSE DHW DOMESTIC HOT WATER EG EXISTING GRADE EXH EXHAUST FMP FIRE MANAGEMENT PANEL CSJ CONSTRUCTION JOINT, CLOSURE STRIP JOINT DHWC DOMESTIC HOT WATER CIRCULATION EGR EMERGENCY GUARD RAIL EXP EXPANSION FN FENCE CSK CASEWORK DI DROP INLET, DUCTILE IRON, DISCRETE INPUT EHC ELECTRIC HEATING COIL EXPO EXPOSED FND FOUNDATION, FAN DAMPER CSL CROSSHOLE SONIC LOGGING DIA, DIAM DIAMETER EHS EXTRA HIGH STRENGTH EXT EXTERIOR, EXTINGUISHER, EXTERNAL FNIC FUTURE NOT IN CONTRACT CSM COMBINED SEWER MANHOLE DID DOOR INTRUSION DETECTOR El ELECTRICAL INTERLOCK FO FACE OF, FIBER OPTIC CSMH COMBINED SEWER MANHOLE DIFF DIFFUSER EJ EXPANSION JOINT F FOB FACE OF BRICK CSMT CASEMENT DIM DIMENSION EJ-# / EJC-# EXPANSION JOINT COVER TYPE FOC FACE OF CONCRETE, FACE OF CURB CSP CONCRETE SEWER PIPE DIP DUCTILE IRON PIPE ELAST-# ELASTOMERIC COATING TYPE F FLAG POLE, FAHRENHEIT, FIX FOF FACE OF FINISH F'c 28 DAY CONCRETE STRENGTH CST CAST STONE DIR DIRECTION EL/ELEV ELEVATION, ELEVATOR FOIC FURNISHED BY OWNER, INSTALLED BY CONTRACTOR F/R FIRE RATED CSTC CRUSHED SURFACING TOP COURSE DISC DISCONNECT ELAST ELASTOMERIC FOIO FURNISHED BY OWNER, INSTALLED BY OWNER F/T FIXED TERMINATION CT CERAMIC TILE, CONICAL TEE, CURRENT TRANSFORMER DISC SW DISCONNECT SWITCH ELEC/ELECT ELECTRIC(AL) FOP FACE OF POLE F TO F FACE TO FACE CTB CEMENT TREATED BASE DISCH DISCHARGE ELECPBD ELECTRIC PANEL BOARD FOS FACE OF SLAB / STUD / STRUCTURE, FACTOR OF CTR CENTER(S) DISTR DISTRIBUTION ELP EMERGENCY LIGHTING PANEL FA FIRE ALARM, FIXED ANCHOR, FLOOR ASSEMBLY SAFETY FAAP FIRE ALARM ANNUNCIATOR PANEL CTRL CONTROL DL DEAD LOAD EM ELECTROMAGNETIC MONITORING FOT FIBER OPTIC TRANSMISSION SYSTEM FABX FIRE ALARM BOX CTRLR CONTROLLER DLN DRIPLINE EMB EMBEDMENT, EMBEDDED PLATE/ITEM FOW FACE OF WALL FAC FACILITY CTY CABLE TRAY DMP-# DECORATIVE METAL PANEL TYPE EMER EMERGENCY FP FIRE PROTECTION FACP FIRE ALARM CONTROL PANEL CU COPPER, CUBIC, CONDENSING UNIT DN DOWN EMH ELECTRIC MANHOLE FPAP FALL PROTECTION ANCHOR POST FAF FRESH AIR FAN CU YD CUBIC YARD DO DITTO, DISCRETE OUTPUT EMI ELECTROMAGNETIC INTERFERENCE FPM FEET PER MINUTE FAI FRESH AIR INTAKE CULV CULVERT DOC DEGREE OF CURVATURE EMP EMERGENCY MANAGEMENT PANEL FPP FIBER OPTIC PATCH PANEL CV CONTROL VALVE, CONSTANT VOLUME, CABLE VAULT DOE DEPARTMENT OF ECOLOGY EMR ELEVATOR MACHINE ROOM FB FLAT BAR, FORESTED BUFFER FPRF FIRE PROOF FBO FURNISHED BY OWNER CVLV CHECK VALVE DOIT DEPARTMENT OF INFORMATION TECHNOLOGY EMRF EMERGENCY REVERSIBLE FAN FR FROM FBRGLC FIBERGLASS CONDUIT CW CONCRETE WALK, CONTACT WIRE, CLOCKWISE, COLD DOM DOMESTIC EMS EMERGENCY MANAGEMENT SYSTEM FREQ FREQUENCY, FREQUENTLY WATER DP DAMPPROOFING, DEEP EMT ELECTRICAL METALLIC TUBING FC FACE OF CURB, FLEXIBLE CONNECTION, FARE FRP FIBERGLASS REINFORCED PLASTIC/POLYMER COLLECTION CWA COUNTERWEIGHT ANCHOR DPR DAMPER ENCL ENCLOSURE FRT FIRE RESISTANT TREATED CWP CEMENTITIOUS WALL PANEL DR DRIVE, DOOR ENGR ENGINEER FC-# FLUOROPOLYMER COATING TYPE FS FAR SIDE, FIRE SERVICE, FUSED SWITCH FCC FIRE COMMAND CENTER CWR CONTINUOUS WELDED RAIL DRN DRAIN ENTR ENTRANCE FSD FIRE SMOKE DAMPER FCO FLOOR CLEANOUT CWT COUNTERWEIGHT DS DOWNSPOUT, DOOR SWITCH EOP/EP EDGE OF PAVEMENT FT FOOT/FEET FCS FIELD CONTROL SYSTEM CW-# CURTAIN WALL TYPE DSP DRY STANDPIPE EPF ELEVATOR SHAFT PRESSURIZATION FAN FTB FLUIDIZED THERMAL BACKFILL FCU FAN COIL UNIT CY CUBIC YARD(S) DWG(S) DRAWING(S) EPO EMERGENCY POWER OFF FTC FIRE EXTINGUISHER/TELEPHONE CABINET DWL DOWEL EPP EMERGENCY POWER PANEL FD FIBER DUCT, FLOOR DRAIN FTG FOOTING D DWR DRAWER EQ EQUAL FDC FIRE DEPARTMENT CONNECTION FUR FURRING FDCP FIRE DAMPER CONTROL PANEL DWV DRAIN, WASTE, VENT EQNBK STATION EQUATION BACK FURN FURNISH D DEEP, DEPTH, DUCT DX DIRECT EXPANSION EQNAHD STATION EQUATION AHEAD FDN FOUNDATION FUT FUTURE D/W DRIVEWAY FDP FIBER DISTRIBUTION PANEL EQPT EQUIPMENT FVE FARE VENDING EQUIPMENT DA DISABLED E FDR FEEDER EQUIV EQUIVALENT FVEC FIRE VALVE & EXTINGUISHER CABINET DB DRY BULB, DIRECT BURIED, DC BREAKER FE-# FIRE EXTINGUISHER TYPE ERER EMERGENCY BACKPACK STORAGE FVNR FULL VOLTAGE NON -REVERSING DB DUCT, CONDUIT, DEPTH, DUCTBANK E EAST/EASTING, ELECTRICAL FEC-# FIRE EXTINGUISHER CABINET TYPE ES EACH SIDE, EXTRA STRENGTH FW FIELD WELD DBA DEFORMED BAR ANCHOR E/P EDGE OF PAVEMENT FF FINISHED FLOOR, FAR FACE ESC ESCALATOR FWD FORWARD DBH DIAMETER BREAST HEIGHT E/S EDGE OF SHOULDER FFJ FULL FEEDING JUMPER ESL ELECTRIC STREET LIGHT FXTR FIXTURE DBL DOUBLE Ea ACTUAL TRACK SUPERELEVATION (INCHES) ESMT EASEMENT FG FINISH GRADE R-433212 Dc DEGREE OF CIRCULAR CURVE (ARC DEFINITION) EA EACH, EXHAUST AIR FH FIRE HYDRANT ESP EXTERNAL STATIC PRESSURE DEVELOPMENT ENGINEERING DC DIRECT CURRENT, DISTRIBUTION CABINET EAT ENTERING AIR TEMPERATURE FHC FIRE HOSE CABINET EST ESTIMATED msippo 11/25/2025 DESIGNED BY: SCALE: DRAWING No.: E. GOLLER ��ATHL��� Q J NTS STRIDE BUS RAPID TRANSIT DRAWN BY: �C�� ` �t�y RIDEU FILENAME: SOUTH RENTON TRANSIT CENTER BT120-GZN002 co co U1 C. SAXE w z5 w _j S1-BT120-GZN001-005 BT105 FACILITY ID: CHECKED BY: BRT General Engineering Consultant J " SOUNDTRANSIT CONTRACT No.: GENERAL BT120 p 535 0 �w M. FOLWELL �GrsTEg� �� RTA/CN 0205-24 SHEET No.: REV: [No 12/10/2024 EDG LDG JKH ISSUED FOR BID APPROVED BY: �SIONAL SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: GENERAL ABBREVIATIONS 012 0 DATE DSN CHK APP REVISION J. HARPER 12/04/2024 R. PARGAS 112/10/2024 J. ALTCHECH 112/10/2024 12/10/2024 co T N O O N CU H H H N d m co N O O O 4 N Q J 0 0 0 0 z N 0 N m U) 0 N M IZI- 0 U w Q W w I CD w w o6 x m Q I U) U) U op — O Q? 0 O N z O Y N O Nco 0 U N0 ABBREVIATIONS (CONT'D) HD HARD DRAWN INFO INFORMATION Lc TOTAL LENGTH OF CIRCULAR CURVE G HDPE HIGH DENSITY POLYETHYLENE (PIPE) INSP INSPECTION, INSPECT LC LIGHTING CONTROL G1 GRADE SUFFIX (1) HDR HEADER INST INSTANTANEOUS LCP LIGHTING CONTROL PANEL LOCAL CONTROL PANEL G2 GRADE SUFFIX (2) HDW HARDWARE INSUL-# INSULATION TYPE LED LIGHT EMITTING DIODE G GAS, GROUND, GRADE HEX HEXAGONAL INT INTERIOR, INTERMEDIATE LF LINEAR FOOT/FEET G/L GROUND/GRADE LINE HH HAND HOLE INV INVERT LG LENGTH G/R PL GUARD RAIL PLATE HI TRACK HIGHPOINT IP IRON PIPE, INTERMEDIATE PRESSURE LH LEFT HAND GA GAUGE HK HOOK IPS IRON PIPE SIZE LHR LEFT HAND REVERSE GAL GALLON HM HOLLOW METAL IR INSIDE RADIUS, IN RUNNING LID LOW IMPACT DRAINAGE ZONE GALV GALVANIZED, HOT DIPPED GALVANIZED HMA HOT MIX ASPHALT IRG, IRR, IRRIGATION LIN LINEAR GALVS GALVANIZED STEEL HMD HOLLOW METAL DOOR IRRIG LJ LEADED JOINT GB GRAB BAR, GROUND BUS HMF HOLLOW METAL FRAME ITC INTERFACE TERMINAL CABINET LJT LONGITUDINAL JOINT GB-# GLAZING BLOCK TYPE HNDRL-# HAND RAIL TYPE ITS INFORMATION TECHNOLOGY SYSTEM, INTELLIGENT LL LIVE LOAD GC GENERAL CONTRACTOR HO HAND OPERATED TRANSPORTATION SYSTEMS LLH LONG LEG HORIZONTAL GD GUIDEWAY DISPERSION, GARAGE DRAIN HOF HEEL OF FROG IW INDIRECT WASTE LLV LONG LEG VERTICAL GDR-# GUARDRAIL SYSTEM TYPE HORIZ HORIZONTAL LNWD LYNNWOOD GEN GENERATOR HP HORSE POWER, HIGH PRESSURE LO TRACK LOWPOINT GFCI GROUND FAULT CIRCUIT INTERRUPTER HPC HIGH PERFORMANCE COATING LOC LIMITS OF CONSTRUCTION, LOCATION J JUMPER GFI GROUND FAULT INTERRUPTER HPC-# HIGH PERFORMANCE COATING TYPE LONG LONGITUDINAL JAN JANITOR GFRP GLASS FIBER REINFORCED PLASTIC HPG HIGH PRESSURE GAS LOP LIMIT OF PAVEMENT JB, J-BOX JUNCTION BOX GFRP-# GLASS FIBER REINFORCED PLASTIC - TYPE HPT HIGH POINT LR-# LEAN RAIL TYPE JCT JUNCTION GH GROUND HYDRANT HR HANDRAIL LP LOW PRESSURE, LIGHTING PANEL JS JANITOR SINK GI GROUND INLET HRC HEAT RECOVERY COIL LPT LOW POINT JST JOIST GL GLAZING HRL HIGH RAIL LEVEL LR LOW RAIL JT/JNT JOINT GL-# GLAZING TYPE HS HIGH STRENGTH, HEEL OF SWITCH LRT LIGHT RAIL TRANSIT JT BKR JOINT BACKER GM GAS METER HSB HIGH STRENGTH BOLT LRV LIGHT RAIL VEHICLE GND GROUND HSS HOLLOW STEEL/STRUCTURAL SECTION HIGH K Ls TOTAL LENGTH OF SPIRAL GP GAUGE PLATE STRENGTH STEEL Ls1 SUFFIX (1) AT SYMBOL DENOTES DATA FOR FIRST GP-# GRAFITTI COATING TYPE HT HEIGHT(H), HAND THROW (MANUAL) K KIP (1000 POUNDS) SPIRAL IN UNSYMMETRICAL SPIRALIZED CURVE GPM GALLONS PER MINUTE HTR HEATER KA KILOAMPERE Ls2 SUFFIX (2) - SAME AS ABOVE, SECOND SPIRAL GR GRADE, GAS REGULATOR GALVANIZED HV HIGH VOLTAGE KC KING COUNTY Ls3 SUFFIX (3) - SAME AS ABOVE, THIRD SPIRAL GRAN GRANITE HVAC HEATING, VENTILATION & AIR CONDITIONING KCMIL THOUSAND CIRCULAR MILS LS LUMP SUM, LINE SECTION GRD GROUNDING DEVICE, GRILLE REGISTER DIFFUSER HW HEADWALL KCWW KING COUNTY WASTE WATER LSL LONG SLOTTED HOLES GRL GRILLE HWT HOT WATER TANK KF KIP -FOOT LT LEFT, LEAK TESTING, LIGHT GRL-# OVERHEAD COILING GRILLE TYPE HYD HYDRANT KO KNOCK -OUT LTG LIGHTING GRS GALVANIZED RIGID STEEL HZ HERTZ KLF KIPS PER LINEAR FOOT LV LOW VOLTAGE, LAVATORY GRSC GALVANIZED RIGID STEEL CONDUIT KSF KIPS PER SQUARE FOOT LVC LENGTH OF VERTICAL CURVE (PVC TO PVT) GRTG-# GRATING TYPE I KSI KIPS PER SQUARE INCH LVL LEVEL GRX GRADE CROSSING 1/0 INPUT/OUTPUT KV KILOVOLT LVR-# LOUVER TYPE GS GALVANIZED STEEL KVA KILOVOLT AMPERE LWT LEAVING WATER TEMPERATURE I/R IN -RUNNING (RIDING CONTACT WIRE) GSC GALVANIZED STEEL CONDUIT I INTERLOCK KVAR KILOVOLT AMPERES REACTIVE GSP GALVANIZED STEEL PIPE, CONDUIT (GSC) IA INTRUSION ALARM KW KILOWATT m GUY GUY LINE IB IMPEDANCE BONDS KWHR KILOWATT-HOUR M METER, MOVEABLE GV GAS VALVE, GATE VALVE, GREASE VENT IBC INTERNATIONAL BUILDING CODE M/L MAIN LINE L GVP GAS VENT PIPE ICC INTERNATIONAL CODE COUNCIL M/N MODEL NUMBER GW GREASE WASTE ID INSIDE DIAMETER/DIMENSION IDENTIFICATION L LEFT, LENGTH, LINED, LINING, STRUCTURAL ANGLE, M/O MOTOR OPERATED GWB GYPSUM WALL BOARD IE INVERT ELEVATION LONGITUDINAL M/W MESSENGER WIRE GYP GYPSUM IF INSIDE FACE L-L LINE TO LINE VOLTAGE MA MAST ARM IJ INSULATING / ISOLATION JOINT L/T LEFT TRACK MACH MACHINE H ILLUM ILLUMINATED LA LIGHTNING ARRESTOR MAINT MAINTENANCE H HIGH, HORIZONTAL, HEIGHT IM INFORMATION MONITOR LAD LADDER MAS MASONRY H-SPAN HEAD SPAN IN INCH(ES) LAM LAMINATE MAT MIXED AIR TEMPERATURE H/R HEAD ROOM IN WC INCHES WATER COLUMN LAT LATERAL, LEAVING AIR TEMPERATURE MATL MATERIAL H/W HOT WATER INC INCLUDE, INCOMING LAV LAVATORY MAV MANUAL AIR VENT HAS HEADED ANCHOR STUD INCD INCANDESCENT LB(S) POUND(S) MAX MAXIMUM HB HOSE BIBB INCL INCLUDE, INCLUDING LB/FT POUNDS PER FOOT MBH 1000 BRITISH THERMAL UNITS PER HOUR HC HEATING COIL, HOLLOW CORE IND INDICATE LBF POUNDS FORCE MBR MEMBER DESIGNED BY: E. GOLLER DRAWN BY: C. SAXE CHECKED BY: M. FOLWELL 12/10/2024 1 EDG LDG JKH ISSUED FOR BID APPROVED BY: DATE IDSN CHK APP REVISION J. HARPER SUBMITTED BY: 12/04/2024 R. PARGAS MC MECHANICAL CONTRACTOR, MISCELLANEOUS CHANNEL, MAGNETIC CONTACT SWITCH MC-# METAL CEILING TYPE MCA MINIMUM CIRCUIT AMPPACITY MCB MAIN CIRCUIT BREAKER MCC MOTOR CONTROL CENTER MCD MULTIPLE CONCRETE DUCTS, CONDUITS MD-# STRUCTURAL METAL DECK MD MEASURE DOWN, MOTORIZED DAMPER MDE MAXIMUM DESIGN EARTHQUAKE MDF MEDIUM DENSITY FIBERBOARD MDG MOLDING MDP MAIN DISTRIBUTION PANEL MDPR MOTORIZED DAMPER MECH MECHANICAL MED MEDIUM MEMB MEMBRANE MEP MECHANICAL ELECTRICAL PLUMBING M EZZ MEZZANINE MFR MANUFACTURER MH MAINTENANCE HOLE, MANHOLE MIL EQUAL TO 1/1000TH OF AN INCH (0.001") MIN MINIMUM MISC MISCELLANEOUS MJ MECHANICAL JOINT, MOVEMENT JOINT MLT MOUNTLAKE TERRACE MLO MAIN LUGS ONLY MM MILLIMETER MO MASONRY OPENING MOD MODULAR, MOTOR OPERATED DAMPER, MODULATING, MODIFIED MON MONUMENT MOP MOTOR OPERATED MOT MAINTENANCE OF TRAFFIC MOV MOVABLE MP MILE POST, MEDIUM PRESSURE, MID -POINT, MORE PERMISSIVE SPEED MP-# METAL PANEL TYPE MPA MID -POINT ANCHOR MPB MAIN POWER SWITCHBOARD MPH MILES PER HOUR MR MOISTURE RESISTANT MRP-# METAL ROOF PANEL TYPE MRSS MOTOR RATED SNAP SWITCH MRT MORTAR MS MOTOR STARTER MSB MAIN SWITCHBOARD MSE MECHANICALLY STABILIZED EARTH MSFS METAL STRUT FRAMING SYSTEM MSL MEAN SEA LEVEL MSP MOTOR STARTER PANEL MT MAGNETIC TESTING, MISCELLANEOUS TEE MTB MAIN TERMINAL BOARD MTD MULTIPLE TILE DUCT/CONDUIT, MOUNTED MTG MOUNTING R-433213 MTL METAL DEVELOPMENT ENGINEERING IL MTR METER msippo 11 /25/2025 ' MUTCD MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES SCALE: STRIDE BUS RAPID TRANSIT DRAWING No.: w NTs BT120-GZN003 FILENAME: SOUTH RENTON TRANSIT CENTER co .5r)?IDE cn IM)lw S1-BT120-GZN001-005 BT105 FACILITY ID: BRT General Engineering Consultant J SOUNDPMNSIT CONTRACT No.: GENERAL BT120 RTA/CN 0205-24 GENERAL ABBREVIATIONS SHEET No.: REV: DATE: REVIEWED BY: DATE: DATE: 013 0 12/10/2024 1 J. ALTCHECH 12/10/2024 12/10/2024 co T O O N CU H H H T N co N O O Q D J C'M 0 w 0 0 0 0 Z N 0 N m U) 0 N 0 M IZI- 0 U w Q W w I (D w w o6 x m Q I U m -O Q? (D N z o Y 0 N N co U mV MILLIVOLT MVA MEGAVOLT AMPERE MVSS MEDIUM VOLTAGE SUBSTATION MW MEGAWATT, MESSENGER WIRE N N/A NB NBR NC NCWD NE NEC NEG NEMA NESC NF NFHB NGPA/NGPE NIC NL NMC NO NO./No. NOM NPCW NPDES NPS NPT NR NRCP NS NSR NST NTS NUM NW N NORTH/NORTHING, NEUTRAL NOT APPLICABLE NORTHBOUND NON -BRIDGING NORMALLY CLOSED NORTH CITY WATER DISTRICT NORTHEAST NATIONAL ELECTRICAL CODE NEGATIVE _ NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION P NATIONAL ELECTRIC SAFETY CODE IHWM OS OSA OSD OTC OTM OTS ORDINARY HIGH WATER MARK IP, OPL OIL PIPELINE, OLYMPIC PIPELINE IPNG OPENING )PP OPPOSITE IR OUTSIDE RADIUS IRD OVERFLOW ROOF DRAIN IRL OVERFLOW RAINWATER LEADER OCCUPANCY SENSOR OUTSIDE AIR OVERHEAD STORM DRAIN OVERLAKE TRANSIT CENTER OTHER TRACK MATERIAL OPEN TO STRUCTURE NEAR FACE P/C NON -FREEZE HOSE BIB P/S NATIVE GROWTH PROTECTION AREA/EASEMENT P/T NOT IN CONTRACT PA NIGHT LIGHT PADC NON-METALLIC CONDUIT NORMALLY OPEN PAN NUMBER PB-# NOMINAL PB NON POTABLE COLD WATER PBX NATIONAL POLLUTION DISCHARGE ELIMINATION PC SYSTEM NOMINAL PIPE SIZE PC CONC NATIONAL PIPE THREAD PC-# NOT REGISTERED PCC NON -REINFORCED CONCRETE PIPE NEAR SIDE, NOT SUPPORTED P NOT SUPPORTED OR REGISTERED P NOT STEEPER THAN P NOT TO SCALE P NUMBER P NORTHWEST, NOISE WALL P O O OPEN, OIL O/L OVERLAP O/R OUT -OF -RUNNING (NON -RIDING CONTACT WIRE) O/S OFFSET OA OUTSIDE AIR, OVERALL OBD OPPOSED BLADE DAMPER OC ON CENTER OCS OVERHEAD CATENARY/CONTACT SYSTEM OD OUTSIDE DIAMETER/DIMENSION ODE OPERATIONAL DESIGN EARTHQUAKE OF OIL FILLED, OUTSIDE FACE OFCI OWNER FURNISHED CONTRACTOR INSTALLED OH OVERHEAD, OPPOSITE HAND OHB OVERHEAD BRIDGE OHE OVERHEAD ELECTRICAL OHP OVERHEAD POWER 0 12/10/2024 1 EDG I LDG JJKH I ISSUED FOR BID No. I DATE I DSN I CHK I APP I REVISION CCP CF CID C P-# D E ED EF ERF ERP ET F G GL GRS GRSC H IS IP ITO PIV PJP A PANEL, PIPE, POLE, PAINT, PILASTER OFFSET FROM INITIAL TANGENT TO PC OF THE SHIFTED CIRCLE PRECAST PRE -STRESSED POST TENSIONED, POCKET TRACK PUBLIC ADDRESS PUBLIC ADDRESS DISTRIBUTION CABINET (REMOTE AMPLIFIER RACK) PANTOGRAPH PAVER - WAYFINDING BRAID - TYPE PULLBOX, PUSHBUTTON PRIVATE BRANCH EXCHANGE POINT OF CURVATURE, POINT OF CHANGE FROM TANGENT TO CIRCULAR CURVE PRECAST CONCRETE PRECAST CONCRETE PAVER - TYPE PORTLAND CEMENT CONCRETE, POINT OF COMPOUND CURVATURE PORTLAND CEMENT CONCRETE PAVEMENT POUNDS PER CUBIC FOOT PLANTING CONTROL POINT PRECAST CONCRETE PANEL - TYPE PLASTIC DUCT/CONDUIT, PERFORATED PRELIMINARY ENGINEERING, POLYETHYLENE PEDESTRIAN PLATFORM EXHAUST FAN PERFORATED PERPENDICULAR PUBLIC EMERGENCY TELEPHONE POINT OF FROG PERFORMANCE GRADE PROPOSED/PROFILE GRADE LINE PVC COATED GRS PVC COATED GRS CONDUIT PHASE, POTHOLE POINT OF INTERSECTION OF TWO TANGENTS POINT OF INTERSECTION OF TANGENTS OF A SPIRAL PROTECT IN PLACE POINT OF INTERSECTION OF TURNOUT STRAIGHT AND DIVERGING SIDES POST INDICATOR VALVE PARTIAL JOINT PENETRATION DESIGNED BY: E. GOLLER DRAWN BY: C. SAXE CHECKED BY: M. FOLWELL APPROVED BY: J. HARPER ABBREVIATIONS (CONT'D) PL PLATE, PROPERTY LINE, PLACE, PLASTIC R PLAM PLASTIC LAMINATE PLAM-# PLASTIC LAMINATE - TYPE R - 1/0 REMOTE INPUT/OUTPUT PLAS PLASTER R RADIUS, RISER, RANGE RESISTANCE, RIM, RELAY, PLAT PLATFORM RIGHT PLBG PLUMBING RC RADIUS OF CIRCULAR CURVE PLC PLACE(S) RS RADIUS OF SPIRAL PLF POUNDS PER LINEAL FOOT R/T RIGHT TRACK PLP PLASTIC PIPE RA RETURN AIR, RADIO ANTENNA PLUMB PLUMBING RAD RADIUS, RADIAL PLYWD PLYWOOD RA-# ROOFING ASSEMBLY TYPE PM PARKING METER RAL-# ROOF ACCESS LADDER TYPE PMJF PRE -MOLDED JOINT FILLER RAT RETURN AIR TEMPERATURE PNL PANEL RB-# RESILIENT BASE - TYPE PNT POINT RB READER BOARD PNT-# PAINT COLOR RC REINFORCED CONCRETE PO PUSH -ON JOINT, POWER OPERATED RCP REINFORCED CONCRETE PIPE, REFLECTED CEILING POB POINT OF BEGINNING PLAN POC POINT ON CURVE, POINT OF CONNECTION RCPR REINFORCED CONCRETE PIPE RUBBER GASKET POE POINT OF ENDING, POWER OVER ETHERNET RCPT RECEPTACLE POH POWER OVERHEAD RCV REMOTE CONTROL VALVE POS POINT OF STATIONING, POSITIVE RCVR RECEIVER PP PETROLEUM PRODUCTS, POWER POLE POWER PANEL RD ROAD, ROOF DRAIN, RADIO DISTRIBUTION PPB PEDESTRIAN PUSH BUTTON RDWY ROADWAY PR PAIR, PROPOSED RE RIM ELEVATION, RESIDENT ENGINEER RUNNING EDGE PRC POINT OF REVERSE CURVATURE OF RAIL PREFAB PREFABRICATED RECON RECONNECT PREFIN PREFINISHED RECT RECTANGULAR, RECTIFIER PRELIM PRELIMINARY REF REFERENCE PROJ PROJECTION REFRIG REFRIGERANT PROP PROPOSED REG REGISTER PRV PRESSURE REDUCING VALVE REINF REINFORCE(D) (ING) (MENT) PRVT PRIVATE RELOC RELOCATE PS-# PRECAST CONCRETE STAIR, TREAD/LANDING READ REQUIRED PS POINT OF SWITCH, PRESTRESSING RES RESERVOIR PSE PUGET SOUND ENERGY RESP-# EPDXY RESINOUS FLOORING PSF POUNDS PER SQUARE FOOT RET RETAINING, RETURN(ED) PSI POUNDS PER SQUARE INCH REV REVISED/REVISION, REVERSE(IBLE) PSIG POUNDS PER SQUARE INCH GAUGE RFG ROOFING PT POINT OF TANGENCY, POCKET TRACK, PRESSURE RFL-# RESILIENT FLOORING - TYPE TREATED, POINT OF CHANGE FROM CIRCULAR CURVE RFLD REFLECTED TO TANGENT, POST TENSIONING RGS RIGID GALVANIZED STEEL PTZ PAN TILT ZOOM RGSC RIGID GALVANIZED STEEL CONDUIT PT-# PORCELAIN TILE - TYPE, SURVEY POINT NUMBER RH RIGHT HAND PVC POLYVINYL CHLORIDE (PIPE), POINT OF VERTICAL RHR RIGHT HAND REVERSE CURVATURE RJ RESTRAINED JOINT PVCC POINT OF VERTICAL COMPOUND CURVE RLL RAIN WATER LEADER, REFRIGERANT LIQUID LINE PVI POINT OF VERTICAL INTERSECTION RLUB RAIL LUBRICATOR PVMT PAVEMENT RM ROOM PVT POINT OF VERTICAL TANGENCY RMV REMOVE PWR POWER RNLD RONALD WASTEWATER DISTRICT RO ROUGH OPENING Q ROT ROTATED VIEW QT QUARRY TILE ROW, R/W RIGHT-OF-WAY QTY QUANTITY RP RADIUS POINT QUAD QUADRANT RPBP REDUCED PRESSURE BACKFLOW PREVENTER RPM REVOLUTIONS PER MINUTE RR RAILROAD SUBMITTED BY: 12/04/2024 R. PARGAS SCALE: Q LU J NTS - Q U FILENAME: .5r)?IDE co co J S1-BT120-GZN001-005 BRT General Engineering Consultant J CONTRACT No.: SOUNDTRANSIT RTA/CN 0205-24 DATE: REVIEWED BY: DATE: DATE: 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 RRX RAILROAD GRADE CROSSING RS-A RIPARIAN SHRUB BUFFER'A' RS-B RIPARIAN SHRUB BUFFER'B' RSC RIGID STEEL CONDUIT RSCL RAILROAD SIGNAL AND COMMUNICATIONS LINE RSD-# RESINOUS STATIC DISSIPATIVE FLOORING - TYPE RSL REFRIGERANT SUCTION LINE RT-# ROOF SYSTEM TYPE RT RIGHT RTD RESISTANCE TEMPERATURE DETECTOR RTU REMOTE TERMINAL UNIT RVS REVERSE RW RETAINING WALL S S SOUTH, SLOPE, SINK, S-SHAPE S-SPAN STEADY SPAN S-T SELF TAPPING S/C SIGNAL/COMMUNICATION S/DW SINK WITH ATTACHED DISHWASHER S/S SERVICE SINK S/W SIDEWALK SA SUPPLY AIR, SURGE ARRESTOR SAF SUPPLY AIR FAN SAFF SELF -ADHERED FLEXIBLE FLASHING SAFTP STAND-ALONE FARE TRANSACTION PROCESSOR SAN SANITARY SEWER SAP SUBSTATION ALARM PANEL SAT SUPPLY AIR TEMPERATURE, SPRAYED ACOUSTIC TREATMENT SB SOUTHBOUND, STRADDLE BENT SBR SEALANT AND BACKER ROD Sc SPIRAL TO CURVE SIGNAL/COMMUNICATION SCADA SUPERVISORY CONTROL AND DATA ACQUISITION SCAT SIMPLE CATENARY AUTO TENSION SCFT SIMPLE CATENARY FIXED TERMINATION SCH/SCHED SCHEDULE SCL SEATTLE CITY LIGHT SCR SMART CARD READER, SCREW SCRN SCREEN SD STORM DRAIN, SMOKE DETECTOR SDD SUPPLY DUCT DAMPER SDMH STORM DRAIN MAINTENANCE HOLE, STORM DRAIN MANHOLE SDT SMOKE DETECTOR SE SOUTHEAST SEC SECOND, SECURITY, SECTION SECT SECTION SEER SEASONAL ENERGY EFFICIENCY RATIO SEG SEGMENT(AL) SEM SEQUENTIAL EXCAVATION METHOD SENS SENSIBLE SEQ SEQUENCE SERV SERVICE SF SQUARE FOOT/FEET, SUPPLY FAN R-433214 SF-# STORE FRONT SYSTEM TYPE SFD SUPPLY FAN DAMPER DEVELOPMENT ENGINEERING % � IL STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 GENERAL GENERAL ABBREVIATIONS msippo 11 /25/2025 DRAWING No.: BT120-GZN004 FACILITY ID: BT120 SHEET No.: REV: 014 0 N T O O N CU H H H N d C'7 C'7 N O O O 4 Q D J C'M 0 w 0 0 0 0 Z N C� 0 N m U) 0 N M IZI- 0 U w x Q W w I CD w w o6 x m Q I U) U) U op — O U Q 0 O N z O Y 0-1 N N 00 ABBREVIATIONS (CONT'D) SFRM SPRAY -APPLIED FIRE RESISTIVE MATERIAL STP STEEL PIPE, DUCT, CONDUIT TE TRACTION ELECTRIFICATION TYP TYPICAL, TYPICAL AT ALL WCL WALL CONTROL LINE SH SHOWER/TUB, STANDARD HYDROSEED, SYSTEM STR STAIR TEL TELEPHONE U WCO WATER CLEANOUT, WALL CLEANOUT HEIGHT STRUCT STRUCTURE(AL) TELECOMM TELECOMMUNICATION WE WESTBOUND TO EASTBOUND U/C UNDER CONSTRUCTION SHC SHOTCRETE STU SHOCK TRANSMISSION UNIT TEMP TEMPORARY, TEMPERATURE WD WOOD U/S UNDERSIDE SHT SHEET SU STUB UP TERM TERMINAL WF WIDE FLANGE (BEAM) UBC UNIFORM BUILDING CODE SHTHG SHEATHING SUB SUBSTATION TES TRACTION ELECTRIFICATION SYSTEM WF-# WALL FINISH TYPE LID UNDERDRAIN SI SECTION INSULATOR SUPT SUPPORT TESC TEMPORARY EROSION SEDIMENT CONTROL WG WATER GAUGE UG UNDERGROUND,UNDERGRADE SIG SIGNAL SURF SURFACE TF TOP FACE, TEMPERATURE FAHRENHEIT, TRACK FEET WGR-# WATER AND GRAFFITI REPELLANT - TYPE UGB UNDERGRADE BRIDGE SIM SIMILAR SUSP SUSPENDED TFD TUNNEL FAN DAMPER WH WATER HEATER UH UNIT HEATER SJO STANDARD JUNIOR OIL RESISTANT COMPOUND SVC,SVCS SERVICE(S) TG TELEGRAPH, TOP OF GRADE, TRANSFER GRILLE, TOP WHDM WATT-HOUR DEMAND METER UL UNDERWRITER LABORATORIES SJT SCORE JOINT SW SHEARWALL, SIDEWALK, SOUTHWEST, SWITCH OF GRATE WHM WATT-HOUR METER UNEX UNEXCAVATED SL STREET LIGHT, SHELTER LIGHT, SLOPE, SOUND LINED, SWA SINGLE WIRE ANCHOR TH THICKNESS, THRESHOLD WI WROUGHT IRON UNK UNKNOWN SLEEVE SWBD SWITCHBOARD THK THICK(NESS) WID WIDTH UNO UNLESS NOTED OTHERWISE SL-# SLOPED GLAZING - TYPE SWFT SINGLE WIRE FIXED TERMINATION (OCS) THRD THREADED WIN WINDOW UP UTILITY POLE, UNION PACIFIC RR SLJ STREET LIGHT JUNCTION BOX SWGR SWITCH GEAR TI TENANT IMPROVEMENTS WIP WROUGHT IRON PIPE UPS UNINTERRUPTABLE POWER SUPPLY SLNT SEALANT SWH SWITCH HEATER TJB TRAFFIC JUNCTION BOX WK WORK UST UNDERGROUND STORAGE TANK SLSM SOUND LINED SHEET METAL SWHT SWITCH HEATER TRANSFORMER TL TENSION LENGTH WL WORK LINE, WIND LOAD UTIL UTILITY SM SHEET METAL SWPPP STORM WATER POLLUTION PREVENTION PLAN TMH TELEPHONE MANHOLE WLD WELDED UV ULTRAVIOLET, UTILITY VAULT SMFO SINGLE MODE FIBER OPTIC SWR SEWER TO TURNOUT, TOP OF V WM WATER METER, WATER MAIN SMR SURFACE METAL RACEWAY SYM SYMBOL, SYMMETRICAL TOB TOP OF BEAM WMH WATER MANHOLE SNS STREET NAME SIGN SYS SYSTEM TOC TOP OF CONCRETE, TOP OF STRUCTURAL CONCRETE V VALVE COVER/BOX, DESIGN VELOCITY IN MILES PER WOM WOMEN SOE SUPPORT OF EXCAVATION T TOD TRANSIT ORIENTED DEVELOPMENT, TOP OF DUCT HOUR, VERTICAL, VOLT(S) WP WORK POINT, WEATHERPROOF SOG SLAB ON GRADE TOF TOP OF FOOTING VA VOLT AMPS WPM WATERPROOFING MEMBRANE T TOP, TANGENT, TELEPHONE, TOWNSHIP, THERMOSTAT, SOP SET OUT POINT TOG TOP OF GRADE VAC VACANT WP-# WATERPROOFING SYSTEM TRANSVERSE, TRIP SOV SHUT OFF VALVE TOP TOP OF PIPE VAR VARIABLE/VARIES, VARIETY WQ WATER QUALITY T&B TOP AND BOTTOM SP STEEL PIPE/DUCT/CONDUIT, STATIC PRESSURE, SUMP TOR TOP OF RAIL VAV VARIABLE AIR VOLUME WR WATER RESISTANT T/ TOP OF PUMP TORW TOP OF RETAINING WALL VB VAPOR BARRIER WRC-1 WATER REPELLANT COATING TYPE T/C TRACK CENTERS, TOP OF CURB SPA, SPC SPACES, SPACING TOS TOP OF SLAB, TOP OF STRUCTURE, TOP OF STEEL VC VERTICAL CURVE WS WATER STOP T/EMB TOP OF EMBEDMENT SPEB SOUTH PORTAL ELECTRICAL BUILDING TOT TOTAL VCD VITRIFIED CLAY DUCT, CONDUIT WSDOT WASHINGTON STATE DEPARTMENT OF T/F TOE OF FROG, TOP OF FOUNDATION SPEC SPECIFICATION(S) TOW TOP OF WALL VCP VITRIFIED CLAY PIPE TRANSPORTATION T/G TOP OF GROUND LINE SPF STAIRWELL PRESSURIZATION FAN TP TOTAL PRESSURE, TRAP PRIMER VCT VINYL COMPOSITION TILE WSH WASH, WASHER T/L TAX LOT SPKR SPEAKER TPO-# THERMOPLASTIC POLYOLEFIN ROOFING VCZ VEGETATION CLEAR ZONE WSP WELDED STEEL PIPE, WET STANDPIPE RESTORED T/LR TOP OF LOW RAIL SPL SOLDIER PILE & LAGGING TPSS TRACTION POWER SUBSTATION VD VOLUME DAMPER SCRUB -SHRUB WETLAND T/P TOP OF PAVEMENT SPP SPECIES TR TRACK RELAY VE VENT WT WIDE FLANGE STEEL "T" SECTION, WEIGHT, WARNING T/R TOP OF RAIL SPR SPRINKLER TRAC TRACTION VENT VENTILATE (ION) TIME TA-# TOILET ACCESSORY TYPE SPST SINGLE POLE SINGLE THROW TRANSF TRANSFORMER VERT VERTICAL WT-# WALL TILE TYPE TAN TANGENT SPU SEATTLE PUBLIC UTILITIES TRANSV TRANSVERSE VIF VERIFY IN FIELD, VERTICAL INSIDE FACE WUTC WASHINGTON UTILITIES AND TRANSPORTATION TB THRUST BLOCK, TAP BOX, TERMINAL BLOCK SQ SQUARE TRD TREAD VLT VAULT COMMISSION TBB TELECOMMUNICATIONS BACK BOARD SQ FT SQUARE FOOT TRK TRACK VMS VARIABLE MESSAGING SYSTEMS/SIGN WV WATER VALVE TBD TO BE DETERMINED SQ IN SQUARE INCH Ts1 TANGENT DISTANCE FROM TS TO PI VP VAPOR PROOF WWF WELDED WIRE FABRIC TBF TUNNEL BOOSTER FAN X SQHD SQUARE HEAD Ts2 TANGENT DISTANCE FROM ST TO PI VPF VEGETATION PROTECTION FENCING TBM TUNNEL BORING MACHINE SREG SUPPLY REGISTER TS TRAFFIC SIGNAL, TEST STATION, TANGENT TO SPIRAL, VPZ VEGETATION PROTECTION ZONE TBR TO BE REMOVED X BEARING TYPE CONN W/THREADS EXCLUDED FROM SHEAR SS SANITARY SEWER, STANDARD SEED, SUBSTATION STRUCTURAL TUBING, TERMINAL STRIP VOIP VOICE OVER IP TC-# TERRA COTTA RAINSCREEN SYSTEM PLANE SSL SHORT SLOTTED HOLES TSH TOP OF SIGNAL HEAD VS VOLTMETER SWITCH Tc TANGENT DISTANCE FROM SC OR CS TO PI XBM CROSSBEAM SSMH SANITARY SEWER MANHOLE/MAINTENANCE HOLE TSOE TEMPORARY SUPPORT OF EXCAVATION VTR VENT THROUGH ROOF Tc1 SUFFIX (1) DENOTES DATA FOR FIRST TANGENT W XFMR TRANSFORMER SSS SANITARY SIDE SEWER TSP TOTAL STATIC PRESSURE OF A COMPOUND CURVE XMTR TRANSMITTER SST STAINLESS STEEL TT TRANSFER TRIP, TRACK TRANSFORMER Tc2 SUFFIX (2) - SAME AS ABOVE, SECOND TANGENT W WEST, WATT, WATER, WIRE, WASTE, WIDE, WIDTH, WIDE XS EXTRA STRONG ST-# METAL STAIRS TYPE TTC TELEPHONE TERMINAL CABINET OF COMPOUND CURVE FLANGE SHAPE X-ING CROSSING ST STREET, SOUND TRANSIT, SPIRAL TO TANGENT TV TELEVISION/CABLE TELEVISION TC TOP OF CURB, TRAFFIC CONTROLLER BOX W.M. WILLAMETTE MERIDIAN X-OVER CROSSOVER STA STATIONING) TVF TUNNEL VENTILATION FAN (UNDERGROUND), TRACK CIRCUIT W/ WITH X-SPAN CROSS SPAN STD STANDARD, STANDARD TREE TVM TICKET VENDING MACHINE Y TCAL TEMPORARY CONSTRUCTION AIRSPACE LEASE W/I WITHIN STE STEAM TVOH TELEVISION OVERHEAD TCB TRAFFIC CONTROLLER BOX (ABOVE GROUND) W/O WITHOUT STIFF STIFFENER TVS TUNNEL VENTILATION SHAFT Y WYE, YARD, YELLOW TCE TEMPORARY CONSTRUCTION EASEMENT WAB-# WATER AND AIR BARRIER TYPE STIRR STIRRUP(S) TW THERMITE WELDING, TOP OF WALL YD YARD TCR TRAIN CONTROL ROOM WAT WATER STL STEEL, STREET LIGHT TW PR TWISTED PAIR YL YARD LEADx R-433215 TD TELEPHONE DUCT, TRENCH DRAIN, TRACK DAMPER WABO WASHINGTON ASSOCIATION OF BUILDING OFFICIALS Z STMB STREAM BUFFER TWA TIE WIRE ANCHOR TDD TELECOMMUNICATIONS DISPLAY DEVICE WB WESTBOUND, WATER BOX, WET BULB STN-# STONE PANEL TYPE TWC TRAIN TO WAYSIDE COMMUNICATION ENGINEERING TDM TRANSPORTATION DESIGN MANUAL WC WATER CLOSET, WATER COLUMN Z IMPEDANCE FEVESLOPMENT STOR STORAGE TWM TACTILE WARNING MATERIAL ippo 11/25/2025 DESIGNED BY: SCALE: STRIDE BUS RAPID TRANSIT DRAWING No.: E. GOLLER �\ ,0 � Q J NTs OV DRAWN BY: �C 61 ` �t4-� U FILENAME: SOUTH RENTON TRANSIT CENTER BT120-GZN005 0 co co C. SAXE w z w _j S1-BT120-GZN001-005 BT105 FACILITY ID: CHECKED BY: 535 J 0 BRT General Engineering Consultant " SOUNDTRANSIT CONTRACT No.: GENERAL BT120 � �,w M. FOLWELL �6cISTEg�I RTA/CN 0205-24 SHEET No.: REV: 01 12/10/2024 EDG LDG JKH ISSUED FOR BID APPROVED BY: �SIONAL "& SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: GENERAL ABBREVIATIONS 015 0 1No. DATE DSN CHK APP REVISION J. HARPER 12/04/2024 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 co T N O N CU A H H H co co N O O O N Q D J M Xrefs: co xBRT-CUD05-T GB-SEAL-JKH5 1 O d' 1 w r1 0 0 Z N C� 0 N m U) 0 N Q0 O 0 U LL I x Q U) w 9 W C16 Q m U) U CO —0 U Q N z o Y O co U SYMBOLS LEGEND NOTE: HATCH PATTERNS AND SYMBOLS MAY BE SHOWN AT DIFFERENT ORIENTATIONS AND/OR OVERLAP ON DRAWINGS. ELEVATION ELEVATION DESIGNATION DESIGNATION ELEVATION TITLErx-�� (LETTER) (LETTER) SCALE: XX PERMANENT EASEMENT WETLAND REMOVE EXISTING DRAWING NUMBER OF X STRUCTURE N FIRST SHEET WHERE THE _ ELEVATION IS CUT FROM NORTH ARROW ELEVATION DRAWING NUMBER OF SHEET TEMP CONSTRUCTION EASEMENT (TCE) EXISTING WETLAND REMOVE CONCRETE PAVEMENT DESIGNATION WHERE THE ELEVATION IS SHOWN TEMP CONSTRUCTION AIRSPACE LEASE (TCAL) ELEVATION TITLE X (LETTER) (DASH IF ON SAME SHEET ONLY) SCALE: - .a --4 ° 4 . . . . 4. # # 0 # # ELEVATION CUT ON • • • • • • • • THE SAME SHEET ONLY PERMANENT WSDOT CONCRETE SIDEWALK / REMOVE BY OTHERS AIRSPACE LEASE (ASL) CONCRETE PAVEMENT SCALE IN FEET SCALE BAR (SCALE AS NOTED ON SHEET) ,�• 7 .A 4' '•. SECTION 1 w DESIGNATION (LETTER) CONSERVATION EXISTING CONCRETE SIDEWALK SECTION rx—)�/ REMOVE ASPHALT PAVEMENT SECTION EASEMENT EXISTING CONCRETE PAVEMENT SCALE: XX DESIGNATION (LETTER) DRAWING NUMBER OF FIRST SHEET WHERE THE SECTION IS CUT FROM DATUM GUIDEWAY EASEMENT GRAVEL SURFACING SECTION /j DESIGNATION // /��// NAVD'88 SECTION TITLE rx—)� (LETTER) DRAWING NUMBER OF SHEET ////////il'l////� ALL DIMENSIONS SHOWN IN FEET SCALE: - WHERE THE SECTION IS SHOWN UNLESS OTHERWISE ACCESS EASEMENT OVERLAY DESIGNATED. (DASH IF ON SAME SHEET ONLY) SECTION CUT ON THE NAVD 88 DATUM SAME SHEET ONLY O TIEBACK/SOILNAIL EASEMENT HMA PAVEMENT DETAIL DESIGNATION DETAIL DETAIL TITLE # (NUMBER) DESIGNATION SCALE: XX (NUMBER)O O O TEMP ENVIRONMENTAL EMBANKMENT • DRAWING NUMBER OF # MONITORING EASEMENT ® FIRST SHEET WHERE THE DETAIL IS SHOWN - o000000000000 �----� o000000000000 Know whairsbelow. Call before you dig. DETAIL DESIGNATION # TEMPORARY CRANE BALLAST SWING EASEMENT DETAIL TITLE # (NUMBER) _ SCALE: - 0 DASH IF FROM DRAWING NUMBER OF SHEET PROPOSED RESOURCE SUBBALLAST SAME SHEET ONLY WHERE THE DETAIL IS SHOWN CONSERVATION AREA (DASH IF ON SAME SHEET ONLY) a a 4 - FEE ACQUISITION POROUS CONCRETE EXIST ELEV PROPOSED ELEV OR PGL (T/LR) C"J/ AREA IMPACTED BY EXISTING NOT IN CONTRACT ri o EXCAVATION SUPPORT SYSTEM N co NB 000+00 TYPICAL PROFILE ELEVATION DATA R-433216 DEVELOPMENT ENGINEERING 0 msippo 11 /25/2025 DESIGNED BY: SCALE: DRAWING No.: E. GOLLER ATHL�� Q J NTS STRIDE BUS RAPID TRANSIT gT120-GZN006 DRAWN BY: ��y U FILENAME: SOUTH RENTON TRANSIT CENTER ' co co C. SAXE w S1-BT120-GZN006 BT105 FACILITY ID: CHECKED BY: ® BRT General Engineering Consultant z " SOUNDTRANSIT CONTRACT No.: GENERAL BT120 1p 535 0 0 w� M. FOLWELL �'Ojs rv, I RTA/CN 0205-24 SHEET No.: REV: 0 12/10/2024 EDG LDG JKH ISSUED FOR BID APPROVED BY: SSIONAL �SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: GENERAL SYMBOLS AND LEGEND 016 0 No. DATE DSN CHK APP REVISION J. HARPER 12/04/2024 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 co T N O O N CU m co O O O N Q J M Xrefs: co xBRT-CUD05-T GB-SEAL-JKH5 0 w I- C) 0 z N 0 N m W 0 N Q0 co 0 0 U w Q U) w 9 w 06 Q m U) U pp —0 U Q (D N z o Y O Nco > U SYMBOLS EXISTING PROPOSED EXISTING PROPOSED EXISTING UTILITY LINE PROPOSED EXISTING PROPOSED FACILITY TO ABANDON JUNCTION BOX TYPE I m --G CABLE TV UNDERGROUND C GRADE LINE FACILITY TO REMOVETYPE 1, PS, OR PEDESTRIAN --- OC CABLE TV OVERHEAD OC RETAINING WALL ALIGNMENT A A A TRAFFIC SIGNAL POLE PUSHBUTTON POLE ----E ELECTRIC UNDERGROUND E (REVERSIBLE CUT/FILL) COS INLET 1 0 PEDESTRIAN SIGNAL HEAD N—H-►----EFO ELECTRIC/FIBER OPTIC UNDERGROUND EFO BALLAST WALL TRAFFIC SIGNAL POLE WITH LUMINAIRE ONO- RAILROAD CROSSING GATE---OE----OE- ELECTRIC OVERHEAD OE ACOUSTIC PANELS - AP -- AP 04 CAMERA 04 rca ® SIGNAL CONTROLLER CABINET TOB m ----OEC- ELECTRIC/CABLE TV OVERHEAD OEC -- NW-- NW- NOISE WALLS NW Cv CABLE VAULT\INFORMATION ® SERVICE CABINET ® ---- ET---- ET ELECTRIC/TELEPHONE ET x FENCE x x ITS TECHNOLOGY SERVICES # COUPLING ---OET ELECTRIC/TELEPHONE OVERHEAD OET SAW CUT DOUBLE LUMINAIRE S AIR RELEASE VALVE----OETC ELECTRIC/TELEPHONE/CABLE OVERHEAD OEC - -XXX- MAJOR CONTOUR XXX OCS POLE FOUNDATION 0----OEFO ELECTRIC/FIBER OPTIC OVERHEAD OEFO - - MINOR CONTOUR q STANDPIPE WITH HOSE VALVE i OCS DOWN GUY FOUNDATION c - - - FO FIBER OPTIC FO n n n n GUARD RAIL ® WATER METER UTILITY SETTLEMENT POINT O — — — OETFO TELEPHONE/CABLE/FIBER OPTIC TCFO CONTRACTOR WORKING LIMITS WATER MANHOLE SURFACE SETTLEMENT POINT © - usP --TC- - - - TC- TELEPHONE/CABLE TV TC TOP OF CUT C �w THRUST BLOCK ST ROW NUMBER R/W NO. 123 SSP —G GAS G TOE OF FILL F FIRE HYDRANT PARCEL NUMBER - - - SS SANITARY SEWER SS CLEARING AND GRUBBING LIMITS 44 () TAX ACCOUNT NO. - - - SD STORM DRAIN SD - FIRE DEPARTMENT CONNECTION John Doe DITCH LINE > -- LID UNDERDRAIN uD � BUTTERFLY VALVE, M.J. yt SURVEY MONUMENT O ---- Es ESTIMATED STREAM D4 GATE VALVE N MONITORING WELL ----T TELEPHONE T MECHANICAL FIRE PIPE DSP TELEPHONE OVERHEAD iCv IRRIGATION CONTROL VALVE ICv WSDOT SYMBOLS ---- WATER �? CONSTRUCTION FENCE (� GAS VALVE WALL RAILING PIPE LABEL FLOW ARROW IT11 VMS/LED CABINET GUY WIRE �� �� CONCRETE BARRIER ------ M� VARIABLE MESSAGE SIGN STORM DRAIN CASING Ev ELECTRIC VAULT Ev ------ 0 ELECTRIC MANHOLE 0 ADVANCED WARNING SIGN IMPACT AREA LIMIT �- - - - - - - - - - - - - - - - � CONTROLLER CABINET BUILDING OUTLINE v FIFT-1 ELECTRIC METER EM (RAMP METER OR DATA STATION) -0- UTILITY POLE f L+. CCTV CONTROLLER CABINET UTILITY POLE ANCHOR COMMUNICATIONS HUB OR UTILITY POLE W/ LIGHT OR ITS CABLE VAULT TELEPHONE RISER ■ \0 INDUCTION LOOP VEHICLE DETECTOR (TYPE R1) MISCELLANEOUS LINETYPES UTILITY VAULT uT Q TRAFFIC CONTROLL GATE PERMANENT EASEMENT LINE - - - - - - - - - - -- U UNKNOWN VAULT '�x�' TYPE 1 JUNCTION BOX UNDERGROUND UTILITIES W/ A DIAMETER OR WIDTH 24" & GREATER T TELEPHONE MANHOLE r a TYPE 2 JUNCTION BOX TEMPORARY EASEMENT LINE ------------------------ 24"E ELECTRIC DUCT BANK E (2'W x 2'D DB) PROPOSED RIGHT-OF-WAY/PROPERTY LINE 0c CABLE TV MANHOLE © L ; TYPE 3 JUNCTION BOX - - - - - " 0 FIBER OPTIC MANHOLE Fo NEMA 4X JUNCTION BOX == = - GAS LIGHT RAIL TRANSIT WAY - - - - - - - - - T TYPE 6 JUNCTION BOX "" TELEPHONE VAULT � LVJ _ 24 SS _ SANITARY SEWER 24" SS FUTURE NOT -IN -CONTRACT Fo FIBER OPTIC VAULT FO LiJ NEMA 7 JUNCTION BOX 24 SD _ STORM DRAIN 24" SD EXISTING RIGHT-OF-WAY LINE - - - - © CABLE TV VAULT © JUNCTION BOX TYPE A - 24" w 24" W TCa TRAFFIC CABINET TCB OR m LBO JUNCTION BOX TYPE B = - WATER EXISTING PROPERTY/LOT LINE ELECTRIC SERVICE SERVICE CABINET SUA r(2'wx2'D��� T(2'wx2'DDB) 0 �1y ( ) _ - TELEPHONE DUCT BANK SECTION LINE --- --- co SAN. SEWER CLEAN OUT CO ellMOTORIST AID TELEPHONE r&FO (2' wx2'D DB) — T&FO (2'W X 2'D DB) 0 SAN. SEWER MANHOLE y� d - TELEPHONE/FIBER OPTIC DUCT BANK EXISTING CENTERLINE 11 7 -�- �� LIGHT STANDARD, 2-ARM, METAL _ 24 CC 24" CC STORM DRAIN CLEAN OUT o -� LIGHT STANDARD, SINGLE ARM, METAL - - CONCRETE CULVERT EXISTING EASEMENT LINE O STORM DRAIN CATCH BASIN ® In T\x//T HIGH MAST LIGHT STANDARD, 4 ARMS, METAL WSDOT LIMITED ACCESS LINE O O ® T TIC T EXISTING ORDINARY HIGH WATER MARK OHWM Axx Axx H 13 y1 . b.,��Y HIGH MAST LIGHT STANDARD, 3 ARMS, METAL MISCELLANEOUS SYMBOLS STORM DRAIN CULVERT r j - �� LPBJ ITS PULL BOX EXISTING WETLAND BOUNDARY ® STORM FACILITY ACCESS LID O MODIFIED TYPE 2 INDUCTION LOOP TREE INVENTORY EXISTING WETLAND BUFFER - - - - - - - - - - - - - -- o o ROCK PROTECTION OUTFALL VEHICLE DETECTOR NUMBER o o WSDOT COMPATIBILITY LINE WCL WCL d STORM DRAIN GRATE INLET r ELECTRONIC SIGN LANDSCAPE PROTECTION FENCING NO. No. STREAM BUFFER STMB STMB LTA TRANSFORMER CABINET / STORM DRAIN - PIPE CASING MAINTENANCE HOLE O LJ UNDERDECK LUMINAIRE ® HARS CONTROLLER CABINET STORM DRAIN -PROPOSED CROSSING STORM TRENCH DRAIN -0 GUY POLE W/ ANCHOR STORM AERIAL DRAIN v r- STORM DRAIN - DITCH TOE BOUNDS L J TYPE 2 INDUCTION LOOP VEHICLE DETECTOR STORM DOWNSPOUT OVERHEAD CHANGEABLE MESSAGE SIGN (CMS) STORM DRAIN - DITCH CL - > R-433217 CURB CUT INLET 4� �> TYPE 1 SIGNAL STANDARD WITH SIGNAL HEADS ABANDON UTILITY FDC CONNECTION 0 F-T CCTV CAMERA DEVELOPMENT ENGINEERING • 'AA TYPE 2 SIGNAL POLE WITH 2 SIGNALS REMOVE UTILITY msippo 11 /25/2025 � � DESIGNED BY: SCALE: DRAWING No.: E. GOLLER �0,FTHLP Q LU =) NTS STRIDE BUS RAPID TRANSIT gT120-GZN007 DRAWN BY: ��C��t���'y U FILENAME: SOUTH RENTON TRANSIT CENTER L co C. SAXE w z "° LU S1-BT120-GZN007 BT105 FACILITY ID: CHECKED BY: ® BRT General Engineering Consultant F)l rRIDE z " SOUNDTRANSIT CONTRACT No.: GENERAL BT120 535 0 O ��' M. FOLWELL �GISTEg� ti� RTA/CN 0205-24 SHEET No.: REV: 0 12/10/2024 EDG LDG JKH ISSUED FOR BID APPROVED BY: SSIONAL SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: GENERAL SYMBOLS AND LEGEND 017 0 No. DATE DSN ICHK APP REVISION J. HARPER 12/04/2024 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 co T N O N CU H H H T N N C'7 Xrefs: M xBRT-CUD05-T xS1-BT120-VRX GB-SEAL-JMB4 O 0 w (D 0 0 LO a 75 N m W 0 N coo C'M 0 0 U) O J Q O w 75;06 J CO I Q GGo — O U Q Q N (D M z O Y O C N N a o U i —SW 7TH STREET—�— ILI I LL �S 7TH STREET — L� L —J L_� _ --- --- -- --- - -- ---IF - -- I —�— SECTION LINE IF 303 — — I I I I I� -J I L I I I 0 U:iw Cc z I I G Q jz =o I I IU i rw 1 \ I /\ I NW 1/4 NE 1/ 19 cn ' NE 1/4 NW 1/4 SEC 193 F- , NE 1/4 NE 1/4 SEC 19, - I T 23 N, R 5 E; W. T 23 N R 5 E• W.M.� T 23 N, R 5 E, W.M. _ _ \ I I 411 �. - I 423,� Iw � II IW Jj— IDY W " -r " T co I _Uj\ / SE 1/4 NW 1/4 SEC 195 co T 23 N, R 5 E; W.M. y i i I �I i7i7`i 7i7-i77i/////i7i7/illllll _ 412 GRApY J z S it / I \ �401 10 \\ I I I I U) I I --- --- 1/16 SECTION LINE ` Ti'�lllll \� �I 01 101 I \\ SW 1/4 NE 1/4 SEC 19, I _ SE 1/4 NE 1/4 SEC 19 _ _i/�illlll' � T 23 N, R 5 E, W.M. T 23 N, R 5 E, W.M. ill�l�llll MONUMENT COORDINATE TABLE POINT NO. NORTHING EASTING ELEVATION DESC 300 (GP17405-29) 173646.88 1297951.23 47.67 SURFACE MON 301 (GP17405-336) 174016.60 130790.60 119.18 SURFACE MON 303 175885.41 1299146.18 24.27 MON IN CASE 401 174791.24 1297986.27 28.10 MON IN CASE 411 175083.39 1297993.38 28.13 MON IN CASE 412 175891.26 1298012.95 25.46 MON IN CASE 423 175017.14 1299002.77 25.50 MON IN CASE i — 14TH STREET HORIZONTAL DATUM: BEARINGS ARE REFERENCED TO THE STATE PLANE GRID OF THE WASHINGTON COORDINATE SYSTEM OF 1983, 2011 ADJUSTMENT (NAD83/2011) NORTH ZONE, AND THE UNIT OF MEASURE IS THE U.S. SURVEY FOOT. PROJECT GRID COORDINATES BASED UPON WSDOT MONUMENTS GP17405-29 (POINT #300) AND GP17405-336 (POINT #301), OBSERVED BY CONVENTIONAL TOTAL STATION OBSERVATIONS. SCALE FACTOR = 1, WHERE GRID = GROUND MEASUREMENTS FOR PROJECT LIMITS. VERTICAL DATUM: ELEVATIONS SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88), DERIVED FROM LEVEL TIES TO WSDOT MONUMENTS GP17405-29 (POINT #300) AND GP17405-336 (POINT #301). LEGEND — — RIGHT-OF-WAY LINE /////////1/ZZ,Ll- /// WSDOT LIMITED ACCESS — PROPERTY LINE MONUMENT NOTES: 1. THE HORIZONTAL AND VERTICAL CONTROL MONUMENTS LISTED ON THIS DRAWING ARE FOR THE PURPOSE OF ESTABLISHING LINE AND GRADE FOR THE CONSTRUCTION OF THE 1-405 BUS RAPID TRANSIT PROJECT. SECONDARY SURVEY CONTROL POINTS SHOULD BE ESTABLISHED USING THESE MONUMENTS. 2. THE MONUMENTS SHOWN ON THIS DRAWING MAY HAVE BEEN UTILIZED TO DETERMINE EXISTING STREET R/W LINES AND PROPERTY LINES, OR MAY BE IN THE VICINITY OF THE CONSTRUCTION ZONE AND THEREFORE IN POSSIBLE DANGER OF BEING DESTROYED OR MOVED. IN ACCORDANCE WITH RCW 58.09.130, ANY MONUMENT SHOWN HEREON AND ANY OTHER MONUMENTS THAT MAY BE FOUND NEAR THE CONSTRUCTION ZONE (SUCH AS PROPERTY CORNERS), EVEN IF NOT CURRENTLY KNOWN ABOUT AND SHOWN HEREON, SHALL BE PRESERVED THROUGH THE PROCESS OF AN APPLICATION FOR PERMIT TO REMOVE OR DESTROY A SURVEY MONUMENT' SUBMITTED TO THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES. HORIZONTAL CONTROL PRECISION: THE PRECISION OF THE HORIZONTAL CONTROL SURVEY PERFORMED FOR THIS NETWORK AND SHOWN HEREON HAS MET A MINIMUM OF 1-50,000, SECOND ORDER, CLASS I AS DEFINED BY THE FEDERAL GEODETIC CONTROL COMMITTEE AND PUBLISHED UNDER THE TITLE, "STANDARDS AND SPECIFICATIONS FOR GEODETIC CONTROL NETWORKS", AUTHORED BY THE FEDERAL GEODETIC CONTROL COMMITTEE IN SEPTEMBER 1984. roN VERTICAL CONTROL PRECISION: THE PRECISION OF THE VERTICAL CONTROL AND OF SUPPORTING VERTICAL GROUND SURVEYS HAS MET THE MINIMUM SECOND ORDER, CLASS II LOOP CLOSURE, AS DEFINED BY 200 100 0 200 400 THE FEDERAL GEODETIC CONTROL COMMITTEE AND PUBLISHED UNDER THE TITLE "STANDARDS AND SPECIFICATIONS FOR GEODETIC CONTROL NETWORKS", AUTHORED BY SCALE IN FEET THE FFnFRA1 (-,FnnFTI(' ('I)NTRC)I (nKANAITTFF INI.qFPTFRARFR 1gRA R-433218 DEVELOPMENT ENGINEERING 0 msippo 11 /25/2025 DESIGNED BY: SCALE: DRAWING No.: N. JONES Q LU 119=200' STRIDE BUS RAPID TRANSIT IA -j MON DRAWN BY: �y/"� OF wasgf� U FILENAME: SOUTH RENTON TRANSIT CENTER BT120—RMP501 w co A. ALIMOVA� x ] 4S w J S1-BT120-RMP501 BT105 FACILITY ID: rRIDE CHECKED BY: � l & FURTADO &ASSOCIATES, INC. BRT Genera! Engineering Consultant zLL CONTRACT No.: BT120 �o� 41277 ��� Consulting Engineers SOUNDTRANSIT RIGHT OF WAY LNo. 06/13/2025 NJ RE JB ADDENDUM #1 - LOT LINE ADJUSTMENT & UPDATES R. ELANGOVAN ISTEg�� �e° RTA/CN 0205-24 SHEET No.: REV: r0�'AL LAK9 SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: MONUMENT PLAN 12/10/2024 NAJ RE JMB ISSUED FOR BID APPROVED BY: O18 1 DATEDSN ICHK APP REVISION J. BECKER R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 C'7 N T N 0 0 N U N d C'7 0 0 N Q J N Xrefs: M xS1-BT120-VSF xS1-BT120-CGP xS1-BT120-CMP O xS 1-BT120-CPP xS1-BT120-TNP xS1-BT120-TSP xBRT-CUD05-T xS1-BTP120-GZ 1 1 xS1-BT120-CAP xS 1-BT120-RPP GB-Seal-JMB41 xS1-BT120-VRX001 xS1-BT120-CDP001 xS1-BT120-RHP001 ®R 0 0 n D_ 0 N m 0 N coo 0 0 75 O U U) w Q U O 0 0 ry U) w z O z L w m z O i � z co —O � ¢ N N z N Y o> N00 j N a_ o U RAINIER 200+00 MON #401 (SEE MONUMENTATION PLANS FOR MON DATA) 10 NE 1/4 NW 1/4 SEC 19, T 23 N, R 5 E; W.M. I \` BEGIN RAINIER STA 200+00.00 w N:174790.12 MON #411 E:1297981.55 j (SEE MONUMENTATION 1� PLANS FOR MON DPT°N C GRADY 150+00 BT120-C-RAINIER — N01 °08'06"E 247.70 I (BT120-C-RAINER _ _ _ ) RAINIER 201+00 - _RAINIER 202+00 _RAINIER AVE S N0103'38"E 292.21' (R/W CENTERLINE) 1/4 SECTION LINE RAINIER STA 200+00.07 = GRADY STA 150+00.02 Z'-, Z 1 r O00 G� 72; a Z'' G Z >-e�13 ppD G� �\ \ \\ \\ \\ \\ \\ \\ M m ° 000, o� � `NE: S1 .RPp10 g�120 SEE OW NOTES: w a REC NO. 9103110844 20' PUBLIC UTILITY ESMT REC NO. 20110812001718 4' SLOPE & UTILITY ESMT rr ------ —------\ -- -- -- 1-- — (R/W NO. BRI-152 (RTN-002) If 1923059068 (CPSRTA) SOUND TRANSIT SEE DWG BT120-RPP205 NW1/4NE 1/4 SEC 19,T23N, R5E; W.M. 1. DETAILED INFORMATION ABOUT THE PROPERTY ACQUISITIONS IS SHOWN ON THE INDIVIDUAL PARCEL MAPS, NOT IN THIS SET. 2. RECORD PARCEL AREAS ARE BASED ON ASSESSOR'S PUBLISHED AREAS UNLESS OTHERWISE NOTED. 3. THIS DRAWING SHOWS THE LATEST ROW REQUIREMENTS AND IS FOR ROW USE ONLY. REFER TO THE APPROPRIATE DISCIPLINE DRAWINGS FOR IMPROVEMENTS. 4. FOR A COMPLETE LIST OF MONUMENTS SEE DRAWING BT120-RMP501. 5. FOR LINETYPES AND HATCHES SHOWN ON THIS SHEET REFER TO THE GENERAL LEGEND SHEETS BT120-GZN006 THROUGH BT120-GZN007. 6. NOT ALL EXISTING EASEMENTS SHOWN. 7. BEARINGS ARE REFERENCED TO THE STATE PLANE GRID OF THE WASHINGTON COORDINATE SYSTEM OF 1983, 2011 ADJUSTMENT (NAD 83/2011) NORTH ZONE AND THE UNIT OF MEASURE IS THE U.S. SURVEY FOOT. 8. WORK WITHIN BRI-150 TO BE ACCOMPLISHED THROUGH A CONSTRUCTION PERMIT WITH WSDOT. 1 SOUND TRANSIT PARCEL NO. PARCEL AREA SQ. REMAINDER SQ. GUIDEWAY/ TEMPORARY KING CO. R/W NO. (TAX ACCOUNT NO.) OWNERS FT FEE TAKE SQ. FT. FT PERMANENT CONSTRUCTION RECORDING NO. ESMT SQ. FT. ESMT SQ. FT. 1 BRI-152 (RTN-002) 1923059068 SEE DWG BT120-RPP203 1 06/13/2025 NJ RE IJB ADDENDUM #1 - LOT LINE ADJUSTMENT & UPDATES 0 12/10/2024 NJ RE JB ISSUED FOR BID No. DATE DSN CHK APP REVISION DESIGNED BY: N. JONES DRAWN BY: A. ALIMOVA CHECKED BY: R. ELANGOVAN APPROVED BY: J. BECKER R o0 Q. �c RAINIER 204+00 LLI 1..A=40°21'09" ��� m R=900.00' A=40°09'59" 1=�33.85' R=716.30' C= 20-C-RAINIER) L=502.15' (R/W CENTERLINE) I— W LU co 00-- _--- -� --- --- rC N=175083.34 E=1297993.29 MON IS 0.09' E AND 0.05'N - OF PC in _CD LEGEND: — — EXISTING ROW — EXISTING PARCEL LINE EASEMENTS NOT SHOWN REC NO. TYPE OF EASEMENT PARCEL NO. BRI-148, BRI-151 (RTN-001), 9510170929 UTILITIES BRI-152 (RTN-002), BRI-153 (RTN-003), BRI-154 (RTN-004) ♦4S FURTADO & ASSOCIATES, INC. BRT General Engineering Consultant Consulting Engineers SUBMITTED BY: DATE: REVIEWED BY: R. PARGAS 12/10/2024 J. ALTCHECH SCALE: 1 "=20' Q J Q U FILENAME: U) U) w J S1-BT120-RPP101-106 J LL SouNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: DATE: 12/10/2024 12/10/2024 1 20 10 0 20 40 SCALE IN FEET R-433219 DEVELOPMENT ENGINEERING msippo 11 /25/2025 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER BT120-RPP101 BT105 FACILITY ID: RIGHT OF WAY BT120 SHEET No.: REV: PROPOSED PLAN RAINIER STA 200+00 TO RAINIER STA 204+00 019 1 co T O N U H H N d co co N O O O N Q J Xrefs: N xS1-BT120-VSF CO xS1-BT120-CGP (� xS1-BT120-CMP xS1-BT120-CPP xS1-BT120-TNP O xS1-BT120-TSP xBRT-CUD05-T xS1-BTP120-GZ 0 xS 1-BT120-CAP xS1-BT120-RPP W GB-Seal-JM641 xS 1-BT120-VRX xS 1-BT120-CDP0u-i xS1-BT120-RHP001 co 0 0 a 0 N m W 'o N co M 0 O U (n LU Q U O a O 0 a LL LLI z O z U) W 06m z i O v, zm _o � a L O z M O L a o U A=40021109' R=900.00' L=633.85' (BT120-C-RAINIER) 0 33a / Nj $ � RA'N1ER 205 00 204+00 NE1/4NW1/4SEC 19,T23N, R5E;W.M. i o Rp1E.� o �G i X P 261, g9, INIER 206+ \ o 0 RAWIER A VE_ Q- WA BT120-C-RAINIER � I — ►'A/N/ER 208+00 �A/ 033 �,,I� , PT 26.63 coN_ 175541.12 — 2�9 , (R�w c�NTE E=1298173.40 36' R�/4F - WATER h EASEMENT -- - ---- T----- - -- ---- .--- _ a _ ------------ R/W NO. BRI-151 (RTN-001) I DRAINAGE EASEMENT ---------___ _.. SEE DWG BT120-RPP203 1923059035 SEE DWG BT120-RPP201 (CPSRTA) R/W NO. BRI-154 (RTN-004) SOUND TRANSIT NW 114 NE 1 /4 SEC 19, T 23 N, R 5 E; W. M. 1923059063 (CPSRTA) SOUND TRANSIT NOTES: A=40°09'59" R=716.30' L=502.15' (R/W CENTERLINE) REC NO. 20110812001718 SLOPE & UTILITY ESMT 1. DETAILED INFORMATION ABOUT THE PROPERTY ACQUISITIONS IS SHOWN ON THE INDIVIDUAL PARCEL MAPS, NOT IN THIS SET. 2. RECORD PARCEL AREAS ARE BASED ON ASSESSOR'S PUBLISHED AREAS UNLESS OTHERWISE NOTED. 3. THIS DRAWING SHOWS THE LATEST ROW REQUIREMENTS AND IS FOR ROW USE ONLY. REFER TO THE APPROPRIATE DISCIPLINE DRAWINGS FOR IMPROVEMENTS. 4. FOR A COMPLETE LIST OF MONUMENTS SEE DRAWING BT120-RMP501. 5. FOR LINETYPES AND HATCHES SHOWN ON THIS SHEET REFER TO THE GENERAL LEGEND SHEETS BT120-GZN006 THROUGH BT120-GZN007. 6. NOT ALL EXISTING EASEMENTS SHOWN. 7. BEARINGS ARE REFERENCED TO THE STATE PLANE GRID OF THE WASHINGTON COORDINATE SYSTEM OF 1983, 2011 ADJUSTMENT (NAD 83/2011) NORTH ZONE AND THE UNIT OF MEASURE IS THE U.S. SURVEY FOOT. 8. WORK WITHIN BRI-150 TO BE ACCOMPLISHED THROUGH A CONSTRUCTION PERMIT WITH WSDOT. RAINIER 207+00 SOUND TRANSIT PARCEL NO. PARCEL AREA SQ. REMAINDER SQ. GUIDEWAY/ TEMPORARY KING CO. R/W NO. (TAX ACCOUNT NO.) OWNERS FT FEE TAKE SQ. FT. FT PERMANENT CONSTRUCTION RECORDING NO. ESMT SQ. FT. ESMT SQ. FT. 1 BRI-151 (RTN-001) 1923059035 SEE DWG BT120-RPP203 2 BRI-154 (RTN-004) 1923059063 SEE DWG BT120-RPP201 A 10/24/2025 NJ RE JJB COR PERMIT REVISIONS - CNWD #001 1 06/13/2025 NJ RE JB ADDENDUM #1 - LOT LINE ADJUSTMENT & UPDATES 0 12/10/2024 NJ RE JB ISSUED FOR BID No. DATE DSN CHK APP I REVISION DESIGNED BY: N. JONES '' • DRAWNA. ALIMOVA CHECKED BY: i R. ELANGOVAN Y APRJ. BECKER 4 a 41277 ISTEg�'9 �y I��'AL LA119 � LEGEND: — — EXISTING ROW EXISTING PARCEL LINE EASEMENTS NOT SHOWN REC NO. TYPE OF EASEMENT PARCEL NO. BRI-148, BRI-151 (RTN-001), 9510170929 UTILITIES BRI-152 (RTN-002), BRI-153 (RTN-003), BRI-154 (RTN-004) SCALE: J 1 "=20' Q Q FILENAME: 4S cn ccnn LU J S1-BT120-RPP101-106 FURTADO & ASSOCIATES, INC. BRT General Engineering Consultant -D CONTRACT No.: Consulting Engineers SouNDTRANSIT RTA/CN 0205-24 SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 � M Na LL 4� 2m 'j p 2� Z t, 1zco 20 10 0 20 40 1 SCALE IN FEET DEVELOPMENT ENGINEERING �� msippo 11/25/2025 1 R-433220 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER BT120-RPP102 BT105 FACILITY ID: RIGHT OF WAY BT120 SHEET No.: REV: PROPOSED PLAN RAINIER STA 204+00 TO RAINIER STA 208+50 020 A T O Nt N U LO O O O /T I= 0- Xrefs: M xS1-BT120-VSF xS1-BT120-CGP xS1-BT120-CMP 0 xS1-BT120-CPP xS1-13T120-TNP xS1-13T120-TSP xBRT-CUD05-T xS1-BTP120-GZ 1 1 xS1-BT120-CAP I— xS1-BT120-RPP GB-SeaI-J1.1B41 xS1-BT120-VRX001 xS1-BT120-CDP001 xS1-BT120-RHP001 C� 0 (0 0 0 a d ry 0 N m 00 N Q0 M It (0 0 O U U) w Q 0 W U) Q O 0 Q D w w z O z LU 06 w m z i O U) zm _O �a co O N z N Y �o 0 N a o U RAINIER 209+00 N41 °33'37"E 726.63' (R/W CENTERLINE) 279.36' G) REC NO. 7408260266 10' WATERLINE ESMT N O � �j R/W NO. BRI-148 -0 '0 N i 1923059053 AIR LOCKER, INC. SOUND TRANSIT R/W NO. NOTES: NW1/4NE 1/4SEC 19,T23N3 R5E;W.M. RAINIER 210+00 N41°29'14"E 360.58' (BT120-C-RAINIER) RAINIER 211+00 PC N=175750.15 RAINIER AVE S E=1298358.73 1. DETAILED INFORMATION ABOUT THE PROPERTY ACQUISITIONS IS SHOWN ON THE INDIVIDUAL PARCEL MAPS, NOT IN THIS SET. 2. RECORD PARCEL AREAS ARE BASED ON ASSESSOR'S PUBLISHED AREAS UNLESS OTHERWISE NOTED. 3. THIS DRAWING SHOWS THE LATEST ROW REQUIREMENTS AND IS FOR ROW USE ONLY. REFER TO THE APPROPRIATE DISCIPLINE DRAWINGS FOR IMPROVEMENTS. 4. FOR A COMPLETE LIST OF MONUMENTS SEE DRAWING BT120-RMP501. 5. FOR LINETYPES AND HATCHES SHOWN ON THIS SHEET REFER TO THE GENERAL LEGEND SHEETS BT120-GZN006 THROUGH BT120-GZN007. 6. NOT ALL EXISTING EASEMENTS SHOWN. 7. BEARINGS ARE REFERENCED TO THE STATE PLANE GRID OF THE WASHINGTON COORDINATE SYSTEM OF 1983, 2011 ADJUSTMENT (NAD 83/2011) NORTH ZONE AND THE UNIT OF MEASURE IS THE U.S. SURVEY FOOT. 8. WORK WITHIN BRI-150 TO BE ACCOMPLISHED THROUGH A CONSTRUCTION PERMIT WITH WSDOT. 1 PARCEL NO. (TAX ACCOUNT NO.) 1923059053 1923059031 OWNERS AIR LOCKER, INC. SEE DWG BT120-RPP106 1 06/13/2025 NJ RE JJB ADDENDUM #1 - LOT LINE ADJUSTMENT & UPDATES 0 12/10/2024 NJ RE JB ISSUED FOR BID No. DATE DSN I CHK APP I REVISION PARCEL AREA SQ. I FEE TAKE SQ. FT. I REMAINDER SQ FT. 37,702 DESIGNED BY: N. JONES DRAWN BY: A. ALIMOVA CHECKED BY: R. ELANGOVAN APPROVED BY: J. BECKER GUIDEWAY/ PERMANENT ESMT SQ. FT, S), os _\- r __ REC NO 8502040500: ELECTRICAL ESMT 10' CENTERED ON BURIED UTILITIES IN THE WEST 20' OF PARCEL. UTILITY LOCATIONS UNKNOWN. RAINIER 212+00 SW 7TH ST STA 249+99.98 = RAINIER STA 212+42.13 M I 185.38' \ o 0 0 0 0 SW 7TH ST 250+00 0 o RAINIER 213+00 N41 °29'14"E RAINII \ (BT120-C-RAINIER) 0 \ 1 0 o A=48°44'00" \ o R=409.30' 0 L=348.13' (R/W CENTERLINE) �\ o A\ X, \ o c R/W NO. BRI-149 \ \\ 1923059031 RENTON PROPERTY HOLDING, LLC 1 LEGEND: — — EXISTING ROW EXISTING PARCEL LINE 1 EASEMENTS NOT SHOWN REC NO. TYPE OF EASEMENT PARCEL NO. 1682540 POLES, ANCHORS & WIRES BRI-148, BRI-149, BRI-150 BRI-148, BRI-151 (RTN-001), TEMPORARY 9510170929 UTILITIES BRI-152 (RTN-002), BRI-153 (RTN-003), 4 CONSTRUCTION KING CO. BRI-154 (RTN-004) ESMT SQ. FT. RECORDING NO. 20110815000478 SLOPES AND UTILITIES BRI-148 2,784 20231005000613 20111110000142 SLOPES AND UTILITIES BRI-149 ' 20111110000143 TCE BRI-149 •4S FURTADO &ASSOCIATES, INC. BRT General Engineering Consultant Consulting Engineers SUBMITTED BY: DATE: REVIEWED BY: R. PARGAS 12/10/2024 J. ALTCHECH SCALE: 1 "=20' Q J FILENAME: Q U w co w J S1-BT120-RPP101-106 z w SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: DATE: 12/10/2024 12/10/2024 20 10 0 20 40 SCALE IN FEET LR-433221 DEVELOPMENT ENGINEERING msippo 11 /25/2025 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER BT120-RPP103 BT105 FACILITY ID: RIGHT OF WAY BT120 SHEET No.: REV: PROPOSED PLAN RAINIER STA 208+50 TO RAINIER STA 214+00 021 1 N T 0 0 N CU H C'7 O 0 N Q J Xrefs: co xS1BT120VSF co xS1--BT120--CG xS1-BT120-CM xS1-BT120-CP xS1-BT120-TNP xS1-BT120-TSP NJ- xBRT-CUD05-TI xS1-BTP120-G 0 xS1-BT120-CA xS1-BT120-RP GB-Seal-JMB41 xS1-BT120-VR xS1-13T120-C DP001 xS1-BT120-RHP001 C� 0 0 0 0 a d 0 N m 'o N M 0 0 O U U) w Q U O W U) Q O 0 Q IL U) w z O z co w 06Goz ♦ r �a LO Q' � O U) T _ W m Z J 2� L) W 151+00 aW �U) NOTES: 0 LO LO NW1/4NE 1/4SEC 19,T23N5 R5E; W.M. SEE DWG BT120-RPP205 R/W NO. BRI-153 (RTN -003) �..•;. j REC NO. 7407300476 ELECTRICAL TRANSMISSION/DISTRIBUTION 1923059074 ESMT RESERVED IN DEED ACROSS PARCEL rn �--�---� .x x- x x CO GRADY 152+00 (CPSRTA) ••••:'' :'' :''•l SOUND TRANSIT SEWER EASEMENT A x x x x — r, PROPOSED 6.6' R/W DEDICATION S GRAPY WAY N77028'16"E 1041.30' (MON-TO-MON ALONG R/W CENTERLINE) GRADY 154+00 : '�r - — N�f 1. DETAILED INFORMATION ABOUT THE PROPERTY ACQUISITIONS IS SHOWN ON THE INDIVIDUAL PARCEL MAPS, NOT IN THIS SET. 2. RECORD PARCEL AREAS ARE BASED ON ASSESSOR'S PUBLISHED AREAS UNLESS OTHERWISE NOTED. 3. THIS DRAWING SHOWS THE LATEST ROW REQUIREMENTS AND IS FOR ROW USE ONLY. REFER TO THE APPROPRIATE DISCIPLINE DRAWINGS FOR IMPROVEMENTS. 4. FOR A COMPLETE LIST OF MONUMENTS SEE DRAWING BT120-RMP501. 5. FOR LINETYPES AND HATCHES SHOWN ON THIS SHEET REFER TO THE GENERAL LEGEND SHEETS BT120-GZN006 THROUGH BT120-GZN007. 6. NOT ALL EXISTING EASEMENTS SHOWN. 7. BEARINGS ARE REFERENCED TO THE STATE PLANE GRID OF THE WASHINGTON COORDINATE SYSTEM OF 1983, 2011 ADJUSTMENT (NAD 83/2011) NORTH ZONE AND THE UNIT OF MEASURE IS THE U.S. SURVEY FOOT. 8. WORK WITHIN BRI-150 TO BE ACCOMPLISHED THROUGH A CONSTRUCTION PERMIT WITH WSDOT. SEE DWG BT120-RPP204 REC NO. 7408260268 10' WATERLINE ESMT TO BE EXTINGUISHED REC. NO. 8702250475 LIMITS OF PUBLIC UTILITY EASEMENT GRADY 155+00 1 j I I ii-------fi- --------------------------- � � I I I I REC NO. 9103110843 15' PUBLIC UTILITY EASEMENT r— ——---�--- --- LEGEND: — — EXISTING ROW EXISTING PARCEL LINE x 0 LO GRADY 156+00 20 20 10 0 20 40 SCALE IN FEET DEVELOPMENT ENGINEERING � msippo 11 /25/2025 R-433222 i Om ) DESIGNED BY: SCALE: DRAWING No.: z ° N. JONES Q J ill STRIDE BUS RAPID TRANSIT Q DRAWN BY: � WA FILENAME: 4bV w U co FILENAME: SOUTH RENTON TRANSIT CENTER BT120-RPP104 �; z A. ALIMOVA 0 1 x w J S1-BT120-RPP101-106 BT105 FACILITY ID: Mon rJ?IDE A 10/24/2025 NJ RE JB COR PERMIT REVISIONS - CNWD #001 CHECKED BY: o a BRT General Engineering Consultant z LL CONTRACT No.: p o FURTADO &ASSOCIATES, INC. 9 9 BT120 - O 1 06/13/2025 NJ RE JB ADDENDUM #1 -LOT LINE ADJUSTMENT &UPDATES R.ELANGOVAN ��41277�9 yw� Consulting Engineers Souwh A w RTA/CN 0205-24 RIGHT OF WAY SHEET No.: REV: N SS4e? ISTEg 5 PROPOSED PLAN 0 12/10/2024 NJ RE JB ISSUED FOR BID APPROVED BY: AL LAK9 SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: �j No. DATE DSN CHK APP REVISION J. BECKER p� 12.Q R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 GRADY STA 151 +00 TO GRADY STA 156+50 022 A * PARCEL AREA PER ALTA SURVEY FOR SOUND TRANSIT, DATED 1/19/18 (KING COUNTY RECORDING NUMBER 20180208900004) SOUND TRANSIT PARCEL NO. PARCEL AREA SQ. REMAINDER SQ. GUIDEWAY/ TEMPORARY KING CO. R/W NO. (TAX ACCOUNT NO.) OWNERS FT FEE TAKE SQ. FT. FT PERMANENT CONSTRUCTION RECORDING NO. ESMT SQ. FT. ESMT SQ. FT. 1 BRI-153 (RTN-003) 1923059074 (CPSRTA) SOUND TRANSIT *43,234 EASEMENTS NOT SHOWN REC NO. TYPE OF EASEMENT PARCEL NO. BRI-148, BRI-151 (RTN-001), 9510170929 UTILITIES BRI-152 (RTN-002), BRI-153 (RTN-003), BRI-154 (RTN-004) Xrefs: M xS1-BT120-VSF xS1-BT120-CGP xS1-BT120-CMP O xS1-BT120-CPP xS1-BT120-TNP xS1-BT120-TSP xBRT-CUD05-T xS1-BTP120-GZ 1 1 xS1-BT120-CAP I— xS1-BT120-RPP GB-Sea1-JMB41 xS1-BT120-VRX001 xS1-BT120-CDP001 xS1-13T120-RHP001 0 0 a D_ IY 0 N m 'o N Q0 co It 0 0 O U U) w Q U O U) 0 0 Q w U) w z O z LU 06 w m z i O U) Z Go _O �a ti (D N z N � N 0 N a CD U O qq O O + LO Q' F— O U) T- F- LU Z_ m J � 2� V aW �U) NW 1/4 NE 1/4 SEC 19, T 23 N, R 5 E; W.M. SEE DWG BT120-RPP204 I REC NO. 7407300476 ' _ ELECTRICAL TRANSMISSION/DISTRIBUTION Y ESMT RESERVED IN DEED ACROSS PARCEL TO BE FULLY RELINQUISHED BY PSE P n fR/W NO. BRI-153 (RTN -003) � LAKE 399+48 w, !Aif I I BEGIN LAKE STA 399+47.70 I N: 174926.94 E:1298827.59 NOTES: 1. DETAILED INFORMATION ABOUT THE PROPERTY ACQUISITIONS IS SHOWN ON THE INDIVIDUAL PARCEL MAPS, NOT IN THIS SET. MON #423 (SEE MONUMENTATION PLANS FOR MON DATA) GRADY 160 LEGEND: 2. RECORD PARCEL AREAS ARE BASED ON ASSESSOR'S PUBLISHED AREAS UNLESS OTHERWISE NOTED. — — EXISTING ROW 3. THIS DRAWING SHOWS THE LATEST ROW REQUIREMENTS AND IS FOR ROW USE ONLY. REFER TO THE APPROPRIATE DISCIPLINE DRAWINGS FOR IMPROVEMENTS. — — EXISTING PARCEL LINE 4. FOR A COMPLETE LIST OF MONUMENTS SEE DRAWING BT120-RMP501. 5. FOR LINETYPES AND HATCHES SHOWN ON THIS SHEET REFER TO THE GENERAL LEGEND SHEETS BT120-GZN006 THROUGH BT120-GZN007. 6. NOT ALL EXISTING EASEMENTS SHOWN. 7. BEARINGS ARE REFERENCED TO THE STATE PLANE GRID OF THE WASHINGTON COORDINATE SYSTEM OF 1983, 2011 ADJUSTMENT (NAD 83/2011) NORTH ZONE AND THE UNIT OF MEASURE IS THE U.S. SURVEY FOOT. 8. WORK WITHIN BRI-150 TO BE ACCOMPLISHED THROUGH A CONSTRUCTION PERMIT WITH WSDOT. 1 SOUND TRANSIT PARCEL NO. PARCEL AREA SQ. REMAINDER SQ. GUIDEWAY/ TEMPORARY KING CO. R/W NO. (TAX ACCOUNT NO.) OWNERS FT FEE TAKE SQ. FT. FT PERMANENT CONSTRUCTION RECORDING NO. ESMT SQ. FT. ESMT SQ. FT. 1 BRI-150 1923059032 STATE OF WASHINGTON 291,362 2 BRI-153 (RTN-003) 1923059074 SEE DWG BT120-RPP104 3 BRI-154 (RTN-004) 1923059063 SEE DWG BT120-RPP201 1 06/13/2025 NJ RE IJB ADDENDUM #1 - LOT LINE ADJUSTMENT & UPDATES 0 12/10/2024 NJ RE JB ISSUED FOR BID No. DATE DSN I CHK APP I REVISION DESIGNED BY: N. JONES DRAWN BY: A. ALIMOVA CHECKED BY: R. ELANGOVAN APPROVED BY: J. BECKER STATE OF WASHINGTON EASEMENTS NOT SHOWN REC NO. TYPE OF EASEMENT PARCEL NO. 1248497 POLES, ANCHORS & WIRES BRI-150 1682540 POLES, ANCHORS & WIRES BRI-148, BRI-149, BRI-150 2554795 ELECTRICAL BRI-150 2924617 POLES, ANCHORS & WIRES BRI-150 9510170929 UTILITIES BRI-148, BRI-151 (RTN-001), BRI-152 (RTN-002), BRI-153 (RTN-003), BRI-154 (RTN-004) Q J 1 "=20' Q FILENAME: 4Sr4lDE w co w J S1-BT120-RPP101-106 FURTADO & ASSOCIATES, INC. BRT General Engineering Consultant z w CONTRACT No.: Consulting Engineers SOUNDTRANSIT RTA/CN 0205-24 SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 1 20 10 0 20 40 SCALE IN FEET L EVELOPMENT ENGINEERING R-433223 msippo 11 /25/2025 DRAWING Nn STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 RIGHT OF WAY PROPOSED PLAN GRADY STA 156+50 TO GRADY STA 160+46 BT120-RPP105 FACILITY ID: BT120 SHEET No.: REV: 023 1 N T O N U N It Xrefs: M xS1-BT120-VSF xS1-BT120-CGP xS1-BT120-CMP 0 xS1-BT120-CPP xS1-BT120-TNP xS1-BT120-TSP xBRT-CUD05-T xS1-BTP120-GZ 1 1 xS1-BT120-CAP I— xS1-BT120-RPP GB-Seal-JMB41 xS1-BT120-VRX001 xS1-BT120-CDP001 xS1-BT120-RHP001 U 0 m 0 0 a d 0 N m 'o N M 0 0 O U U) w U O U) O 0 IL U� U) w z O z LU06 w m z REC NO. 86030200379 OVERHEAD POWER ESMT ��N NW 1/4 NE 1/4 SEC 193 T 23 N, R 5 E; W.M. 11 co N SEE DWG BT120-RPP204 1 \ \ \ 1 \ 1 1 \ \ \ 1 •Ir - \1 \1 1\ REC NO. 9103110844 h' J 1 1 � NNI 20' PUBLIC UTILITY ESMT 1 1 \ 1 1 1 � WATER EASEMENT .� 1 1 � RAILAKDW 722+00 LAKE 403+00 r---------------------------------- ---0 LAKE 402+00 i o ---------- ----------------- --- RAILAKDW STA 722+12.21 coo = LAKE STA 401 +91.32 U I- RAILAKDW�722+12------------------------------------- ------(1) i-------------------------------- ------- REC NO. 7910260750, 27'x80' ESMT FOR TRANSMISSION LINE STRUCTURES T N 0 0 --------------------------------------------------------- N U SEE DWG BT120-RPP202 (R/W NO. BRI-154 (RTN-004) 1923059063 CD (CPSRTA) + 00 SOUND TRANSIT F� REC NO. 86030200379, 27'x80' ESMT FOR ONE SINGLE -CIRCUIT SUPPORT STRUCTURE LAKE AVE S LAKE 404+00 \ LATE STA 403+23.01 = S TC STA 618+80.42 ti 00 -------------�- --- ----------------------------- - -S TC 619+04 0 z o LO 0 D Y N TC STA 619+03.75 N TC STA 518+75.07 Q N: 175272.57 N: 175338.57 J E:1298956.44 E:1298957.53 v — 11 R/W NO. BRI-149 1923059031 RENTON PROPERTY HOLDING, LLC REC NO. 86030200379 OVERHEAD POWER ESMT --------------- 1 1 1 1 ------- --- ---------------------------------------------------------------------------------------------- ------------ i I R/W NO. BRI-150 REC NO. 5292274 10' SEWER ESMT 1923059032 STATE OF WASHINGTON NOTES: 1. DETAILED INFORMATION ABOUT THE PROPERTY ACQUISITIONS IS SHOWN ON THE INDIVIDUAL PARCEL MAPS, NOT IN THIS SET. 2. RECORD PARCEL AREAS ARE BASED ON ASSESSOR'S PUBLISHED AREAS UNLESS OTHERWISE NOTED. 3. THIS DRAWING SHOWS THE LATEST ROW REQUIREMENTS AND IS FOR ROW USE ONLY. REFER TO THE APPROPRIATE DISCIPLINE DRAWINGS FOR IMPROVEMENTS. 4. FOR A COMPLETE LIST OF MONUMENTS SEE DRAWING BT120-RMP501. 5. FOR LINETYPES AND HATCHES SHOWN ON THIS SHEET REFER TO THE GENERAL LEGEND SHEETS BT120-GZN006 THROUGH BT120-GZN007. 6. NOT ALL EXISTING EASEMENTS SHOWN. 7. BEARINGS ARE REFERENCED TO THE STATE PLANE GRID OF THE WASHINGTON COORDINATE SYSTEM OF 1983, 2011 ADJUSTMENT (NAD 83/2011) NORTH ZONE AND THE UNIT OF MEASURE IS THE U.S. SURVEY FOOT. 8. WORK WITHIN BRI-150 TO BE ACCOMPLISHED THROUGH A CONSTRUCTION PERMIT WITH WSDOT. 1 SOUND TRANSIT PARCEL NO. PARCEL AREA SQ. REMAINDER SQ. GUIDEWAY/ TEMPORARY KING CO. R/W NO. (TAX ACCOUNT NO.) OWNERS FT FEE TAKE SQ. FT. FT PERMANENT CONSTRUCTION RECORDING NO. ESMT SQ. FT. ESMT SQ. FT. 1 BRI-149 1923059031 RENTON PROPERTY HOLDING, LLC 189,237 6,594 20240618001023 2 BRI-150 1923059032 SEE DWG BT120-RPP105 L3 BRI-154 (RTN-004) 1923059063 SEE DWG BT120-RPP201 O co z co O �a ti 0 N z N � N [No 06/13/2025 NJ RE JB ADDENDUM #1 - LOT LINE ADJUSTMENT & UPDATES o 12/10/2024 NJ RE JB ISSUED FOR BID N a DATE DSN CHK APP REVISION o U DESIGNED BY: N. JONES DRAWN BY: A. ALIMOVA CHECKED BY: R. ELANGOVAN APPROVED BY: J. BECKER LEGEND: — — EXISTING ROW EXISTING PARCEL LINE EASEMENTS NOT SHOWN REC NO. TYPE OF EASEMENT PARCEL NO. 1248497 POLES, ANCHORS & WIRES BRI-150 1682540 POLES, ANCHORS & WIRES BRI-148, BRI-149, BRI-150 2554795 ELECTRICAL BRI-150 2924617 POLES, ANCHORS & WIRES BRI-150 9510170929 UTILITIES BRI-148, BRI-151 (RTN-001), BRI-152 (RTN-002), BRI-153 (RTN-003), BRI-154 (RTN-004) 20111110000142 SLOPES AND UTILITIES BRI-149 20111110000143 TCE BRI-149 SCALE: Q Jmirr Mon 1 "=20' Q FILENAME: sr.RIDE w W w J S1-BT120-RPP101-106 FURTADO & ASSOCIATES, INC. BRT General Engineering Consultant z w CONTRACT No.: Consulting Engineers SOUNDTRANSIT RTA/CN 0205-24 SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 1 20 10 0 20 40 SCALE IN FEET DEVELOPMENT ENGINEERING R-433224 msippo 11 /25/2025 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER BT120-RPP106 BT105 FACILITY ID: RIGHT OF WAY BT120 SHEET No.: REV: PROPOSED PLAN LAKE STA 401 +50 TO LAKE STA 405+55 024 1 jr, A H A- A- A; N rr C'7 O O 0 N Q J Xrefs: co xS1-BT120-VRX co xS 1-BT120-CG P xS1-BT120-CMP xS1-BT120-CDP xS1-BT120-CPP xS1-13T120-TNP0 xS1-BT120-TSPO xBRT-CUD05-TB 0 xS1-BT120-GZK GB-SEAL-JMB41 xS1-BT120-VSF1 xS1-BT120-CAP xS1-13T120-UWP001 xS1-BT120-RHP001 xS1-13T120-RPP001 c� 0 T1 V r N 0 a a TC N LU LU 1 U BEGIN S TC STA 509+53.23 N: 175497.78 E:1298065.20 N TC 510+00—\1 1 53 BEGIN S TC STA 609+52.91 N:175461.51 E:1298045.14 S S TC 610+00 SEE DWG BT120-RPP103 CO CO O LLJ NW1/4NE 1/4SEC 19,T23N5 R5E; W.M. R/W NO. BRI-149 co N 1923059031 N RENTON PROPERTY O HOLDING, LLC N U N TC STA 510+04.91 = RAINIER STA 207+ 16.93 — N TC 512+00 N TC 513+00 -- ' 11+ � SEWER EASEMENT N T C 5 00 R/W NO. BRI-154 (RTN-004) RAINIER 207+00 S TC STA 610+02.99 = RAINIER STA 206+67.81 I� I I ' 1923059063 I I (CPSRTA) � SOUND TRANSIT II�III ' II II. I I I I I Sr ' ' '' ' ' ' WA'. TER EASEMENT ' : —^ C�612+00:' S TC 613+001+ ,STTC 0 . 60 ' I I I i R/W NO. BRI-151 (RTN-001) I SEE DWG BT120-RPP203 NOTES: 1. DETAILED INFORMATION ABOUT THE PROPERTY ACQUISITIONS IS SHOWN ON THE INDIVIDUAL PARCEL MAPS, NOT IN THIS SET. 2. RECORD PARCEL AREAS ARE BASED ON ASSESSOR'S PUBLISHED AREAS UNLESS OTHERWISE NOTED. 3. THIS DRAWING SHOWS THE LATEST ROW REQUIREMENTS AND IS FOR ROW USE ONLY. REFER TO THE APPROPRIATE DISCIPLINE DRAWINGS FOR IMPROVEMENTS. 4. FOR A COMPLETE LIST OF MONUMENTS SEE DRAWING BT120-RMP501. 5. FOR LINETYPES AND HATCHES SHOWN ON THIS SHEET REFER TO THE GENERAL LEGEND SHEETS BT120-GZN006 THROUGH BT120-GZN007. 6. NOT ALL EXISTING EASEMENTS SHOWN. 7. BEARINGS ARE REFERENCED TO THE STATE PLANE GRID OF THE WASHINGTON COORDINATE SYSTEM OF 1983, 2011 ADJUSTMENT (NAD 83/2011) NORTH ZONE AND THE UNIT OF MEASURE IS THE U.S. SURVEY FOOT. 8. WORK WITHIN BRI-150 TO BE ACCOMPLISHED THROUGH A CONSTRUCTION PERMIT WITH WSDOT. ** PARCEL AREA PER CITY OF RENTON LOT LINE ADJUSTMENT, LAND USE ACTION NUMBER LUA24-000233 AND LAND RECORD NUMBER LND30-0438, PENDING RECORDING AT TIME OF THIS PLAN SOUND TRANSIT PARCEL NO. PARCEL AREA SQ. REMAINDER SQ. GUIDEWAY/ TEMPORARY KING CO. R/W NO. (TAX ACCOUNT NO.) OWNERS FT FEE TAKE SQ. FT. FT PERMANENT CONSTRUCTION RECORDING NO. ESMT SQ. FT. ESMT SQ. FT. 1 BRI-148 1923059053 SEE DWG BT120-RPP103 2 BRI-149 1923059031 SEE DWG BT120-RPP106 3 BRI-151 (RTN-001) 1923059035 SEE DWG BT120-RPP203 3 BRI-154 (RTN-004) 1923059063 (CPSRTA) SOUND TRANSIT **208,500 A 10/24/2025 106/13/2025 NJ 1 RE JB IJB COR PERMIT REVISIONS - CNWD #001 1 NJ RE ADDENDUM #1 - LOT LINE ADJUSTMENT & UPDATES 0 12/10/2024 NJ RE JB ISSUED FOR BID No. DATE DSN CHK APP REVISION DESIGNED BY: N. JONES DRAWN BY: A. ALIMOVA CHECKED BY: R. ELANGOVAN APPROVED BY: J. BECKER LEGEND: — — EXISTING ROW EXISTING PARCEL LINE EASEMENTS NOT SHOWN REC NO. TYPE OF EASEMENT PARCEL NO. 1682540 POLES, ANCHORS & WIRES BRI-148, BRI-149, BRI-150 9510170929 UTILITIES BRI-148, BRI-151 (RTN-001), BRI-152 (RTN-002), BRI-153 (RTN-003), BRI-154 (RTN-004) 20110815000478 SLOPES AND UTILITIES BRI-148 20111110000142 SLOPES AND UTILITIES BRI-149 20111110000143 TCE BRI-149 SCALE: 1 Lp Q � 1 =20' 41 wasgf- U FILENAME: 4,5rRIDE coU) w J S1-BT120-RPP201-205 ' FURTADO & ASSOCIATES, INC. BRT General Engineering Consultant z LL CONTRACT No.: SOUNDTRANSIT RTA/CN 0205-24 ��41277�9 y�.s� Consulting Engineers SS, GISTEg 40A'AL LAIR SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: 0C-77`; 12.Q R. PARGAS 12/10/2024 1 J. ALTCHECH 12/10/2024 12/10/2024 20 10 0 20 40 SCALE IN FEET DEVELOPMENT ENGINEERING msippo 11 /25/2025 U R-433225 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER BT120-RPP201 BT105 FACILITY ID: RIGHT OF WAY BT120 SHEET No.: REV: PROPOSED PLAN 025 A T N iY 0- Xrefs: M xS1BT120VRX xS1--BT120--CG CO xS1-BT120-CM Nt xS1-BT120-CDP xS1-BT120-CPP Q xS1-BT120-TNP xS1-BT120-TSP xBRT-CUD05-T Q xS 1-BT120-GZK GB-SEAL-JMB4 W xS1-BT120-VSF xS1-BT120-CAP xS1-BT120-UWP001 xS1-BT120-RHP001 xS1-BT120-RPP001 LO 0 N 0 N d 0 N m rn 'o N M 0 0 O U U) w 0 O U) O 0 IL U� U) w z O z co w 06m z NW1/4NE 1/4SEC 19,T23N, R5E; W.M. R/W NO. BRI-149 =_ =z= —_ —�-- --- -- =-- ------ --- - -- ----- --- - --- I / 1923059031 - -- -- - - -- /- - — j— — — — — —_ r j = — / _ — i—= — — RENTON PROPERTY / /r REC NO. 86030200379 HOLDING, LLC/I'OVERHEADPOWER EASMENT I PT = N TC 514+15.39 I I - N I Q 514+00 Q � I OI I I � I m � I V I I REC NO. 7408260268 Q 10' WATERLINE ESMT TO BE EXTINGUISHED REC NO. 3364759, 162.5' WIDE ELEC POWER TRANSMISSION ESMT, LYING SOUTH OF 7TH ST AND NORTH OF FORMER RR R/W N TC 515+00 R/W NO. BRI-154 (RTN-004) 1923059063 (CPSRTA) SOUND TRANSIT I REC NO 8506060565 15' UTILITIES ESMT I I i I I I I N TC 516+00 I REC NO. 3180315, OVERHEAD POWER ESMT, LESS THE EASTERLY PORTION THEREOF RELEASED BUT REPLACED BY REC NO. 86030200379. LIES N OF FORMER RR R/W I I I I I I I I I I I N TC 517+00 I I I I I I 1 I I I I I Jco J I O N TC 518+00 7 TC 51'8+75 1111I a N TC STA 518+50.31 = LAKE STA 403+89.02 � I � o O U 11 H R/W NO. BRI-150 N 0 0 cHE1923059032 m c!) STATE OF II I o WASHINGTON PC = LAKE 404+22.00 UJI Qcn + I qt o I Q w Q I I I I I .. I I • I I I I I Ii 1r•• '� I �STC615 00^ + -: TI— — — — T 1 r + -S C6600 t' T 1 + I. S C6700 a• T 1 -1 • S C6800 i'. .l . 1' :, -j•'. f. I I I I •, I I WATER EASEMENT REC NO. 86030200379 27'x80' ESMT FOR ONE SINGLE- T SEWER EASEMENT i I CIRCUIT SUPPORT STRUCTURE I I •••� I I I I I I I I I I I I I I I I I I I I I A I I I I I I I I I I SEE DWG BT120-RPP204 NOTES: 1. DETAILED INFORMATION ABOUT THE PROPERTY ACQUISITIONS IS SHOWN ON THE INDIVIDUAL PARCEL MAPS, NOT IN THIS SET. 2. RECORD PARCEL AREAS ARE BASED ON ASSESSOR'S PUBLISHED AREAS UNLESS OTHERWISE NOTED. 3. THIS DRAWING SHOWS THE LATEST ROW REQUIREMENTS AND IS FOR ROW USE ONLY. REFER TO THE APPROPRIATE DISCIPLINE DRAWINGS FOR IMPROVEMENTS. 4. FOR A COMPLETE LIST OF MONUMENTS SEE DRAWING BT120-RMP501. 5. FOR LINETYPES AND HATCHES SHOWN ON THIS SHEET REFER TO THE GENERAL LEGEND SHEETS BT120-GZN006 THROUGH BT120-GZN007. 6. NOT ALL EXISTING EASEMENTS SHOWN. 7. BEARINGS ARE REFERENCED TO THE STATE PLANE GRID OF THE WASHINGTON COORDINATE SYSTEM OF 1983, 2011 ADJUSTMENT (NAD 83/2011) NORTH ZONE AND THE UNIT OF MEASURE IS THE U.S. SURVEY FOOT. 8. WORK WITHIN BRI-150 TO BE ACCOMPLISHED THROUGH A CONSTRUCTION PERMIT WITH WSDOT. SOUND TRANSIT PARCEL NO. PARCEL AREA SQ. REMAINDER SQ. GUIDEWAY/ TEMPORARY KING CO. R/W NO. (TAX ACCOUNT NO.) OWNERS FT FEE TAKE SQ. FT. FT PERMANENT CONSTRUCTION RECORDING NO. ESMT SQ. FT. ESMT SQ. FT. 1 BRI-149 1923059031 SEE DWG BT120-RPP106 2 BRI-150 1923059032 SEE DWG BT120-RPP105 3 BRI-154 (RTN-004) 1923059063 SEE DWG BT120-RPP201 LEGEND: — — EXISTING ROW EXISTING PARCEL LINE LU W I / — LAKE STA 403+23.01 Cj) = S TC STA 618+80.42 I I I I I I — S TC 619 00 I I I I I I I I I I I I I I I I I O I I I I O I M I I I p I I I I w I I Y I I I I Q I I I I I I J I I I I I I I I I I I I I I I I I I I I I I I I I I I I EASEMENTS NOT SHOWN REC NO. TYPE OF EASEMENT PARCEL NO. 1682540 POLES, ANCHORS & WIRES BRI-148, BRI-149, BRI-150 9510170929 UTILITIES BRI-148, BRI-151 (RTN-001), BRI-152 (RTN-002), BRI-153 (RTN-003), BRI-154 (RTN-004) 20111110000142 SLOPES AND UTILTIES BRI-149 20111110000143 TCE BRI-149 1248497 POLES, ANCHORS & WIRES BRI-150 2554795 ELECTRICAL BRI-150 2924617 POLES, ANCHORS & WIRES BRI-150 I Om ) DESIGNED BY: SCALE: z 0 ill LU MARjO Q J 3 DRAWN BY: wasgfRIDE w U FILENAME: cam., z A. ALIMOVA � � x � �co w J S1-BT120-RPP201-205 A 10/24/2025 NJ RE JB COR PERMIT REVISIONS - CNWD #001 CHECKED BY: o a BRT General Engineering Consultant z LL CONTRACT No.: � ,p o FURTADO &ASSOCIATES, INC. � � SOUNDTRANSIT +� � 1 06/13/2025 NJ RE JB ADDENDUM #1 - LOT LINE ADJUSTMENT & UPDATES R. ELANGOVAN ��41277yw� Consulting Engineers RTA/CN 0205-24 N SS,I GISTEg 0 12/10/2024 NJ RE JB ISSUED FOR BID APPROVED BY: °Nar LAK9 SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: a o �j No. DATE DSN CHK APP REVISION J. BECKER R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 REC NO. 7910260750 27'x80' ESMT FOR TRANSMISSION LINE STRUCTURES 20 10 0 20 40 "6iii� !I I 6666iiii SCALE IN FEET EDEVESLiOPMENT ENGINEERING % � IL po 11 /25/2025%ji R-433226 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 RIGHT OF WAY PROPOSED PLAN DRAWING No.: BT120-RPP202 FACILITY ID: BT120 SHEET No.: REV: 026 A Ap Xrefs: xS1-01120-VRX xS1-BT120-CGP xS1-BT120-CM O xS1-BT120-CDP xS1-BT120-CPP xS1-BT120-TNP xS1-BT120-TSP xBRT-CUD05-T I i 1 xS1-BT120-GZK I— GB-SEAL-JMB4 xS1-BT120-VSF xS1-BT120-CAP001 xS1-BT120-UWP001 xS1-BT120-RHP001 xS1-BT120-RPP001 LO 0 N 0 N 0- d 0 N m 'o N M 0 0 O U U) w Q 0 O W U) Q O 0 Q ILL U) w z O z co w 06m z O + co O N w z N O O N H m o 0 to W �cl� cn w w z z Q U 0 N m Ib 1 NOTES: VARIES A=40021'09" R=900.00' L=633.85' (BT120-C-RAINIER) %1 L I 1 I I I I II I I I I I I I I I I I I I' I I I I I I I I I� I I I� I I I I I I I I l I' I 1 I I I 1 1 I A=40°09'59" R=716.30' L=502.15' (R/W CENTERLINE) v PR-S r06 REC NO. 20110812001718 SLOPE & UTILITY ESMT NW 1/4 NE 1/4 SEC 19, T 23 N, R 5 E; W.M. SEE DWG BT120-RPP201 R/W NO. BRI-151 (RTN-001) 1923059035 (CPSRTA) SOUND TRANSIT Q=D REC NO. 9103110844 20' PUBLIC UTILITY ESMT R/W NO. BRI-152 (RTN-002) 1923059068 (CPSRTA) SOUND TRANSIT SEE DWG BT120-RPP205 1. DETAILED INFORMATION ABOUT THE PROPERTY ACQUISITIONS IS SHOWN ON THE INDIVIDUAL PARCEL MAPS, NOT IN THIS SET. 2. RECORD PARCEL AREAS ARE BASED ON ASSESSOR'S PUBLISHED AREAS UNLESS OTHERWISE NOTED. 3. THIS DRAWING SHOWS THE LATEST ROW REQUIREMENTS AND IS FOR ROW USE ONLY. REFER TO THE APPROPRIATE DISCIPLINE DRAWINGS FOR IMPROVEMENTS. 4. FOR A COMPLETE LIST OF MONUMENTS SEE DRAWING BT120-RMP501. 5. FOR LINETYPES AND HATCHES SHOWN ON THIS SHEET REFER TO THE GENERAL LEGEND SHEETS BT120-GZN006 THROUGH BT120-GZN007. 6. NOT ALL EXISTING EASEMENTS SHOWN. 7. BEARINGS ARE REFERENCED TO THE STATE PLANE GRID OF THE WASHINGTON COORDINATE SYSTEM OF 1983, 2011 ADJUSTMENT (NAD 83/2011) NORTH ZONE AND THE UNIT OF MEASURE IS THE U.S. SURVEY FOOT. 8. WORK WITHIN BRI-150 TO BE ACCOMPLISHED THROUGH A CONSTRUCTION PERMIT WITH WSDOT. ** PARCEL AREA PER CITY OF RENTON LOT LINE ADJUSTMENT, LAND USE ACTION NUMBER LUA24-000233 AND LAND RECORD NUMBER LND30-0438, PENDING RECORDING AT TIME OF THIS PLAN R/W NO. BRI-154 (RTN-004) 1923059063 (CPSRTA) SOUND TRANSIT 0 0 o 0 + co r- SEWER EASEMENT 0 Q I I� m RAILAKDW 716+00 REC NO. 74073004 6 ELECTRICAL TRANSMISSION/DISTRI UTION ESMT RESERVED IN ED ACROSS PARCEL TO BE ULLY RELINQUISHED Y P E LEGEND: — — EXISTING ROW EXISTING PARCEL LINE 20 10 0 20 40 "6iii� !I I 6666iiii SCALE IN FEET DEVELOPMENT ENGINEERING msippo 11 /25/2025 R-433227 i Om ) DESIGNED BY: SCALE: DRAWING No.: z 0 N. JONES Q J 1"=20' STRIDE BUS RAPID TRANSIT Q ]DRAWN BY: wAsgf�� . U FILENAME: SOUTH RENTON TRANSIT CENTER BT120-RPP203 co W N z A. ALIMOVA � x wRIDE J S1-BT120-RPP201-205 BT105 FACILITY ID: A 10/24/2025 NJ RE JB COR PERMIT REVISIONS - CNWD #001 CHECKED BY: o a BRT General Engineering Consultant z CONTRACT No.: � ,p o FURTADO &ASSOCIATES, INC. 9 9 BT120 - O 1 06/13/2025 NJ RE JB ADDENDUM #1 -LOT LINE ADJUSTMENT &UPDATES R. ELANGOVAN '��41277yw� Consulting Engineers SOUNDTRANSIT RTA/CN 0205-24 RIGHT OF WAY SHEET No.: REV: N SSI0N ISTEg 1� PROPOSED PLAN N a 0 12/10/2024 NJ RE JB ISSUED FOR BID APPROVED BY: AL LAK9 SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: 027 A o No. DATE DSN CHK APP REVISION J. BECKER R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 SOUND TRANSIT PARCEL NO. PARCEL AREA SQ. REMAINDER SQ. GUIDEWAY/ TEMPORARY KING CO. R/W NO. (TAX ACCOUNT NO.) OWNERS FT FEE TAKE SQ. FT. FT PERMANENT CONSTRUCTION RECORDING NO. ESMT SQ. FT. ESMT SQ. FT. 1 BRI-151 (RTN-001) 1923059035 (CPSRTA) SOUND TRANSIT **53,273 2 BRI-152 (RTN-002) 1923059068 (CPSRTA) SOUND TRANSIT **56,471 3 BRI-154 (RTN-004) 1923059063 SEE DWG BT120-RPP201 EASEMENTS NOT SHOWN REC NO. TYPE OF EASEMENT PARCEL NO. BRI-148, BRI-151 (RTN-001), 9510170929 UTILITIES BRI-152 (RTN-002), BRI-153 (RTN-003), BRI-154 (RTN-004) co co N O O N Q J Xrefs: xS1-BT120-VRX xS1-BT120-CGP xS1-BT120-CM 0 xS1-BT120-CDP xS1-BT120-CPP xS1-BT120-TNP xS1-BT120-TSP xBRT-CUD05-T 1 i 1 xS1-BT120-GZK I— GB-SEAL-JMB4 xS1-BT120-VSF xS1-BT120-CAP001 xS1-BT120-UWP001 xS1-BT120-RHP001 xS1-13T120-RPP001 T1 NW 1/4 NE 1/4 SEC 19, T 23 N, R 5 E; W.M. SEE DWG BT120-RPP202 I I I I I r i i REC NO. 3180315, OVERHEAD POWER ESMT, I I R/W NO. BRI-154 (RTN-004) I i LESS THE EASTERLY PORTION THEREOF I I REC NO. 3364759, 162.5' WIDE I RELEASED BUT REPLACED BY REC NO. � ELEC POWER TRANSMISSION I m 1923059063D I ' 86030200379. LIES N OF FORMER RR R/W ESMT, LYING SOUTH OF 7TH ST rn I I (CPSRTA) i AND NORTH OF FORMER RR R/W v :•.� i i SOUND TRANSIT I A I I I _ ♦ I I I I I I W I � _ _ I • 7 i � REC NO. 74082602689103110844 REC NO. I "" 10' WATERLINE ESMT � '•.j I I 20 PUBLIC UTILITY ESMT TO BE EXTINGUISHED I " I I � I I I _ I I I __ P""" — r• T• -r ••I I _ I _ r• . .r - I.' A y• :ins I''• r I X I I Q SEWER EASEMENT DRAINAGE EASEMENT '•. I ice'/ I "f• +'•y•••• I P�� I I tt ..��; I I •� I � i I (' x• o I I -'' REC NO. 9103110843 ��i i i R/W NO. BRI-153 (RTN-003) LIMITS OF WATER ESMT ; �9,� 1923059074 _ - "� REC NO. 7407300476 i ~ ELECTRICAL TRANSMISSION/DISTRIBUTION p SOX (CPSRTA) Q ESMT RESERVED IN DEED ACROSS PARCEL Q �O SOUND TRANSIT TO BE FULLY RELINQUISHED BY PSE J Q i i i I Q REC NO. 7407300476 ELECTRICAL TRANSMISSION/DISTRIBUTION i �12 ESMT RESERVED IN DEED ACROSS PARCEL RAILAKDW 718+00 RAILAKDW 719+00 y REC NO. 9103110843 I' 1 15' PUBLIC UTILITY ESMT I: ,Rpp�05 I. ;•:. ;•:. ;•:. ;•:. ;•:. ;•:. ,;;� I ELECTRICAL RAILAKDW 717+00'.REC. NO. 8702250475 EASEMENT V I - NG BT120 i I I: '.: '.: '.: '.: '.: '.: '•,:j I' ;•.� LIMITS OF PUBLIC � "i" SEE j: ': • : • : • : • : • : • .:� I UTILITY ESMT '.: '.: '.: '.: '. I I � WG A WG BTy2 SEE o,Rp• NOTES: A?�S 1. DETAILED INFORMATION ABOUT THE PROPERTY ACQUISITIONS IS SHOWN ON THE INDIVIDUAL PARCEL MAPS, NOT IN THIS SET. 2. RECORD PARCEL AREAS ARE BASED ON ASSESSOR'S PUBLISHED AREAS UNLESS OTHERWISE NOTED. 3. THIS DRAWING SHOWS THE LATEST ROW REQUIREMENTS AND IS FOR ROW USE ONLY. REFER TO THE APPROPRIATE DISCIPLINE DRAWINGS FOR IMPROVEMENTS. 4. FOR A COMPLETE LIST OF MONUMENTS SEE DRAWING BT120-RMP501. 5. FOR LINETYPES AND HATCHES SHOWN ON THIS SHEET REFER TO THE GENERAL LEGEND SHEETS BT120-GZN006 THROUGH BT120-GZN007. 6. NOT ALL EXISTING EASEMENTS SHOWN. 7. BEARINGS ARE REFERENCED TO THE STATE PLANE GRID OF THE WASHINGTON COORDINATE SYSTEM OF 1983, 2011 ADJUSTMENT (NAD 83/2011) NORTH ZONE AND THE UNIT OF MEASURE IS THE U.S. SURVEY FOOT. 8. WORK WITHIN BRI-150 TO BE ACCOMPLISHED THROUGH A CONSTRUCTION PERMIT WITH WSDOT. SOUND TRANSIT PARCEL NO. PARCEL AREA FEE TAKE REMAINDER SQ. GUIDEWAY/ TEMPORARY KING CO. R/W NO. (TAX ACCOUNT NO.) OWNERS SQ. FT. SQ. FT. FT. PERMANENT CONSTRUCTION RECORDING NO. ESMT SQ. FT. ESMT SQ. FT. 1 BRI-153 (RTN-003) 1923059074 SEE DWG BT120-RPP104 2 BRI-154 (RTN-004) 1923059063 SEE DWG BT120-RPP201 A 10/24/2025 NJ RE IJB COR PERMIT REVISIONS - CNWD #001 1 06/13/2025 NJ RE JB ADDENDUM #1 - LOT LINE ADJUSTMENT & UPDATES 0 12/10/2024 NJ RE JB ISSUED FOR BID No. DATE i DSN CHK APP I REVISION DESIGNED BY: N. JONES DRAWN BY: A. ALIMOVA CHECKED BY: R. ELANGOVAN APPROVED BY: J. BECKER LEGEND: EXISTING ROW EXISTING PARCEL LINE EASEMENTS NOT SHOWN REC NO. TYPE OF EASEMENT PARCEL NO. BRI-148, BRI-151 (RTN-001), 9510170929 UTILITIES BRI-152 (RTN-002), BRI-153 (RTN-003), BRI-154 (RTN-004) SCALE: 1L p Q LU 1 =20' wasgf�� U FILENAME: _p x 91 4bV w J S1-BT120-RPP201-205 ' FURTADO & ASSOCIATES, INC. BRT General Engineering Consultant z LL CONTRACT No.: 41277�9 y�.s� Consulting Engineers SOUNDTRANSIT RTA/CN 0205-24 SS, GISTEg �' L LAK9 SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: 0C- , I I R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 20 10 0 20 40 SCALE IN FEET DEVELOPMENT ENGINEERING msippo 11/25/2025' R-433228 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 RIGHT OF WAY PROPOSED PLAN DRAWING No.: BT120-RPP204 FACILITY ID: BT120 SHEET No.: REV: 028 A co T 0 N CU T N C'D O O N Q J Xrefs: CO xS 1BT120VRX xS1--BT120--CGP xS1-BT120-CMP 6 0 xS1-BT120-CDP xS1-BT120-CPP xS1-BT120-TNP xS1-BT120-TSP 0 xBRT-CUD05-T xS 1-BT120-GZK GB-SEAL-JMB4 xS1-BT120-VSF xS1-BT120-CAP001 xS1-13T120-UWP001 xS1-BT120-RHP001 xS1-13T120-RPP001 0 0 W-1 7 T1 V r 0 A=40°21'09" \\ R=900.00' L=633.85' (BT120-C-RAINIER) NOTES: A D Z A=40009'59" MON #411 (SEE MONUMENTATION PLANS FOR MON DATA) NW 1/4 NE 1/4 SEC 19, T 23 N, R 5 E; W.M. (p \,60 , 11 y O ' 0 �A 0\ N \ REC NO. ` `\ ELECTRICAL TRANSMISION/DIS ESMT RESERVED IN DEED ACRO,' '0 \ REC NO.20110812001718 4' SLOPE & UTILITY ESMT / \ \ 00 \ `\ 1. DETAILED INFORMATION ABOUT THE PROPERTY ACQUISITIONS IS SHOWN ON THE INDIVIDUAL PARCEL MAPS, NOT IN THIS SET. SEE DWG BT120-RPP203 LEGEND: 2. RECORD PARCEL AREAS ARE BASED ON ASSESSOR'S PUBLISHED AREAS UNLESS OTHERWISE NOTED. — — EXISTING ROW 3. THIS DRAWING SHOWS THE LATEST ROW REQUIREMENTS AND IS FOR ROW USE ONLY. REFER TO THE APPROPRIATE DISCIPLINE DRAWINGS FOR IMPROVEMENTS. — — EXISTING PARCEL LINE 4. FOR A COMPLETE LIST OF MONUMENTS SEE DRAWING BT120-RMP501. 5. FOR LINETYPES AND HATCHES SHOWN ON THIS SHEET REFER TO THE GENERAL LEGEND SHEETS BT120-GZN006 THROUGH BT120-GZN007. 6. NOT ALL EXISTING EASEMENTS SHOWN. 7. BEARINGS ARE REFERENCED TO THE STATE PLANE GRID OF THE WASHINGTON COORDINATE SYSTEM OF 1983, 2011 ADJUSTMENT (NAD 83/2011) NORTH ZONE AND THE UNIT OF MEASURE IS THE U.S. SURVEY FOOT. 8. WORK WITHIN BRI-150 TO BE ACCOMPLISHED THROUGH A CONSTRUCTION PERMIT WITH WSDOT. SOUND TRANSIT PARCEL NO. PARCEL AREA FEE TAKE REMAINDER SQ. GUIDEWAY/ TEMPORARY KING CO. R/W NO. (TAX ACCOUNT NO.) OWNERS SQ. FT. SQ. FT. FT. PERMANENT CONSTRUCTION RECORDING NO. ESMT SQ. FT. ESMT SQ. FT. 1 BRI-152 (RTN-002) 1923059068 SEE DWG BT120-RPP203 2 BRI-153 (RTN-003) 1923059074 SEE DWG BT120-RPP104 3 BRI-154 (RTN-004) 1923059063 SEE DWG BT120-RPP201 A 10/24/2025 NJ RE IJB COR PERMIT REVISIONS - CNWD #001 1 06/13/2025 NJ RE JB ADDENDUM #1 - LOT LINE ADJUSTMENT & UPDATES 0 12/10/2024 NJ RE JB I ISSUED FOR BID No. DATE DSN CHK APP I REVISION DESIGNED BY: N. JONES DRAWN BY: A. ALIMOVA CHECKED BY: R. ELANGOVAN APPROVED BY: J. BECKER EASEMENTS NOT SHOWN REC NO. TYPE OF EASEMENT I PARCEL NO. BRI-148, BRI-151 (RTN-001), 9510170929 UTILITIES BRI-152 (RTN-002), BRI-153 (RTN-003), BRI-154 (RTN-004) LU �Elu As • aRIDE w U xmen col w J —.1 ' FURTADO & ASSOCIATES, INC. BRT General Engineering Consultant z LL TRA 41277�9 y�.s� Consulting Engineers SOUNDNSIT SS, GISTEg L LAK9 SUBMITTED BY: DATE: REVIEWED BY: DATE: p� I R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 SCALE: 1 "=20' FILENAME: S 1-BT120-RPP201-205 CONTRACT No.: RTA/CN 0205-24 DATE: 12/10/2024 20 10 0 20 40 SCALE IN FEET [DEVELOPMENT ENGINEERING msippo 11 /25/2025 R-433229 InRAWIN(, Nn STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 RIGHT OF WAY PROPOSED PLAN BT120-RPP205 FACILITY ID: BT120 SHEET No.: REV: 029 A N T 0 Nt N U H H H T N rr I 0 0 N a J N co Xrefs: xBRT-CUD05-T xS1-BT120-VSF xS1-BT120-CAP O xS1-BT120-GZK xS1-BT120-VRX xS1-BT120-CZN I w 0 0 U 0 N H m 'o N CO co It 0 0 z 0 U) O J Q 06 D CO O U) c/) m J O — U Q Q co O o z 00 � LO N co o a o U I I I I I , I I I I i li ii ii it CROSS REFERENCING OF DRAWINGS BASE SHEET TITLE S s s s s s s 1"=20' DRAWING SETS S1-BT120-CAP101 S1-BT120-CAP102 S1-BT120-CAP103 S1-BT120-CAP104 S1-BT120-CAP105 S1-BT120-CAP106 S1-BT120-CAP107 CROSS REFERENCING OF DRAWINGS BASE SHEET TITLE 201 202 (ED 204 (ED 1"=20' DRAWING SETS S1-BT120-CAP201 S1-BT120-CAP202 S1-BT120-CAP203 S1-BT120-CAP204 NOT USED ZZ • I . I I I 202 I • " 1 ' NORTH DRIVEWAY 1 203 201 —r ' SOUTH I DRIVEWAY 102 ; 204 ' ------------ I RAINIER AND ; I LAKE DRIVEWAY I 205 i I I I I 1107 I I I , I I I I I I I co j� LLJ I 106 I 1 , I � I I � I I � I � I ' J L i i UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT1 20-RPP201 -BT1 20-RPP205 N 80 40 0 80 160 SCALE IN FEET DEVELOPMENT ENGINEERING R-433230 I- msippo 11 /25/2025 DESIGNED BY: SCALE: DRAWING No.: L. REDMAN Vzfl HR, Q J 1"=80' STRIDE BUS RAPID TRANSIT gT120-CAP100 DRAWN BY: y �� kt��q� U FILENAME: SOUTH RENTON TRANSIT CENTER � S1-BT120-CAP100 BT105 FACILITY ID: L. REDMAN /� zV w CHECKED BY: ®�, a BRT General Engineering Consultant z CONTRACT No.: BT120 1 06/13/2025 LBR DP LBR ADDENDUM #1 L. ILBERT o� ��202570��� ��w SOUNDTRANSIT RTA/LR RTA/CN 0205-2 CIVIL SHEET No.: REV: 0 12/10/2024 LBR LDG LBR ISSUED FOR BID APPROVED BY: ��SIONAL Sl, SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: ALIGNMENT PLAN AREA PLAN 030 1 No. DATE DSN CHK APP REVISION L. REDMAN 06/11/2025 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 I I I I I I I CO 104 I � I I AREA MAP ill =80' co N N CU co N O 0 I N Q J N co Xrefs: M xBRT-CUD05-T Nt xS1-BT120-CAP xS1-BT120-GZK O xS 1-BT120-VRX xS1-BT120-CZN GB-SEAL-LBR2 xS1-BT120-VSF Q xS1-BT120-GZK 1 1 xS1-BT120-CZN uj ®R CD CD n Q 0 CV m U) CD CV CD co IZI- CD 0 0 U z 0 U) Z) 0 U) J Q cf) m Z ow U) m J 0 — U Q¢ CDZ CD_ 00 CV o o U RAINIER 200+00 N:174790.12 E:1297981.55 GRADY 150+00 I RAINIER 201+00 MON #401 (SEE MONUMENTATION PLANS FOR MON DATA) GENERAL NOTES: RAINIER STA 200+00.07 = GRADY STA 150+00.02 t�I MTd 11 r, f' f" M A r%\/ o fi A A51+0� Rpp�( ST p A 0 4 Mp`1c E pW G B SE 1. SEE SHEET BT120-CAP100 FOR ALIGNMENT PLAN AREA PLAN. 2. SEE SHEETS BT120-RPP101-RPP106 AND BT120-RPP201-RPP205 FOR ALL EXISTING AND PROPOSED ROW. 3. SEE SHEET BT120-RMP501 FOR RIGHT-OF-WAY MONUMENTATION PLAN AND HORIZONTAL AND VERTICAL CONTROLS. 4. SEE SHEETS BT120-GZKO01 AND BT120-GZN001-GZN007 FOR GENERAL KEY PLAN, GENERAL ABBREVIATIONS, AND GENERAL SYMBOLS AND LEGEND. U I I I I 1 CL BT120-C-RAINIER I N 1 ° 08' 05.68"E 247.70' I RAINIER 202+00 I MP�G�N NOS VSEO I --- RAINIER 203+00=4= 1'oq,, �► MATCHLINE: NOT USED THIS SERIES UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT1 20-RPP201 -BT1 20-RPP205 20 10 0 20 40 KEY MAP SCALE IN FEET DEVELOPMENT ENGINEERING R-433231 msippo 11 /25/2025 L DESIGNED BY: SCALE: DRAWING No.: L. REDMAN TH Rid Q J 1"=20' STRIDE BUS RAPID TRANSIT DRAWN BY: o��w°F AS�� FILENAME: SOUTH RENTON TRANSIT CENTER BT120-CAP101 L. REDMAN % 4Sr)?IDE U) w J S1-BT120-CAP101-107 BT105 FACILITY ID: CHECKED BY: BRT General Engineering Consultant � LL SovN�TRaNs�r CONTRACT No.: CIVIL BT120 22025708 w �7 L 06/13/2025 LBR DP LBR ADDENDUM #1 L. GILBERT ����'Fc025708� ISTV,��� RTA/CN 0205-24 SHEET No.: REV: 12/10/2024 LBR LDG LBR ISSUED FOR BID APPROVED BY: ssIONAL ��CS SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: ALIGNMENT PLAN RAINIER STA 200+00 TO RAINIER STA 204+00 031 1 DATE DSN CHK APP REVISION L. REDMAN 1 06/11/2025 R. PARGAS 112/10/2024 1 J. ALTCHECH 112/10/2024 12/10/2024 I ti N P SW 7TH S I 103 L I I I 102 201 — 107 202 106 ( 203 Y W co 204 J Q 205 105 101 104 1 I1 Gvv R DY _ vVAY coo cn co N T N U J C'7 N O O O N Q J N co Xrefs: co xBRT-CUD05-T xS1-BT120-CAP xS1-BT120-GZK O xS 1-BT120-VRX xS1-BT120-CZN GB-SEAL-LBR2 xS1-BT120-VSF 0 xS1-BT120-GZK 1 1 xS1-BT120-CZN ®R CD CD n Q 0 CV m co CD CV coo co IZI- 0 0 U z 0 Q Z) 0 U) J Q C/) m Z ow U) m J 0 — U Q¢ 00 Z CD_ 00 CV co o 0- o U 204 r00 CL BT120-C-HARDIE < <� / O / 'c � - oz ' � /'��'`' BEGIN ALIGNMENT I �j o S TC STA 609+52.91 � N:175461.51 4'— E: 1298045.14LO S TC 609+53- CL BT120-C-S TC RAINIER AVE S CL BT120-C-RAINIER S TC 610+00 ' - -633 85 R=900.00' RAINIER 206+00 ' I IER 205 00� - — - RAIN S TC STA 610+02.99 " =RAINIER STA 206+67.81 MATCHLINE: SEE DWG BT120-CAP203 GENERAL NOTES: 1. SEE SHEET BT120-CAP100 FOR ALIGNMENT PLAN AREA PLAN. 2. SEE SHEETS BT120-RPP101-RPP106 AND BT120-RPP201-RPP205 FOR ALL EXISTING AND PROPOSED ROW. 3. SEE SHEET BT120-RMP501 FOR RIGHT-OF-WAY MONUMENTATION PLAN AND HORIZONTAL AND VERTICAL CONTROLS. 4. SEE SHEETS BT120-GZKO01 AND BT120-GZN001-GZN007 FOR GENERAL KEY PLAN, GENERAL ABBREVIATIONS, AND GENERAL SYMBOLS AND LEGEND. CD 0 w o Q = 00 a N M �c d' 0n to Cn _ RAINIER 207+00- 2 Ole NP P / ' R ' / BEGIN PROJECT HARDIE STA 308+79.36 0 N:175535.56 E:1298014.68 PC = HARDIE 308+81.76 _L=37.77', R=35.00' =61 °49'25" O 0 M = HARDIE 309+19.52 = a BEGIN ALIGNMEN Q' N TC STA 509+53.23 �N N: 175497.78 E:1298065.20 c1 lIJ END ALIGNMENT ZQ HARDIE STA 310+00.00 lij N: 175462.44 = uj E:1298102.57 -N TC 510+00 Z M �11 � Nl � O CL BT120-C-N TC � N TC STA 510+04.91 RA'N'ER 208+00_ = RAINIER STA 207+16.93 MATCHLINE: SEE DWG BT120-CAP201 ot UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT1 20-RPP201 -BT1 20-RPP205 20 10 0 20 40 KEY MAP SCALE IN FEET I VELOPMENT ENGINEERING R-433232 msippo 11/25/2025 DESIGNED BY: SCALE: DRAWING No.: L. REDMAN Rid Q J 1"=20' STRIDE BUS RAPID TRANSIT DRAWN BY: o��w�S�< FILENAME: SOUTH RENTON TRANSIT CENTER BT120-CAP102 L. REDMAN �' ,�i '"' �S w J S1-BT120-CAP101-107 BT105 FACILITY ID: CHECKED BY: I 22025708 BRT General Engineering Consultant LL SovNDTRANSIT CONTRACT No.: CIVIL BT120 w 1 06/13/2025 LBR DP LBR ADDENDUM #1 L. GILBERT RTA/CN 0205-24 SHEET No.: REV: 0 12/10/2024 LBR LDG LBR ISSUED FORBID APPROVED BY: �ssIONAL �SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: ALIGNMENT PLAN RAINIER STA 204+00 TO RAINIER STA 208+50 032 1 No. DATE DSN CHK APP REVISION L. REDMAN 06/11/2025 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 T IN 5 10 I� u I 103 I 102 201 — 107 - 202 106 203 Q 204 J Q 205 105 101 104 1 I1 RG DY WAYCIO o C'7 N T O N CU co co 0 O O N Q J N co Xrefs: co xBRT-CUD05-T xS1-BT120-CAP xS1-BT120-GZK 0 xS 1-BT120-VRX xS1-BT120-CZN GB-SEAL-LBR2 xS1-BT120-VSF 0 xS1-BT120-GZK 1 1 xS1-BT120-CZN ®R CD n Q 0 N m U) CD NIZI- CO CD 0 0 U z ry 0 Q U) Z) 0 U) J Q cf)m 0 U m J 0 — U Q¢ °O z CD _ 00 N co o 0- o U RAINIER 209+00 GENERAL NOTES: 1. SEE SHEET BT120-CAP100 FOR ALIGNMENT PLAN AREA PLAN. 2. SEE SHEETS BT120-RPP101-RPP106 AND BT120-RPP201-RPP205 FOR ALL EXISTING AND PROPOSED ROW. 3. SEE SHEET BT120-RMP501 FOR RIGHT-OF-WAY MONUMENTATION PLAN AND HORIZONTAL AND VERTICAL CONTROLS. 4. SEE SHEETS BT120-GZKO01 AND BT120-GZN001-GZN007 FOR GENERAL KEY PLAN, GENERAL ABBREVIATIONS, AND GENERAL SYMBOLS AND LEGEND. N41 ° 2911411 RAINIER 210+00 809.83' CL BT120-C-RAINIER RAINIER AVE S 9X 00 0 0 CL BT120-C-SW7THST \ RAINIER 212+00 SW 7TH ST STA 249+99.clu = RAINIER STA 212+42.13 0 O c`"' 'Ty ID 250+00 N41 ° 29' 14.48"E 809.83' O / 0 � � o i i RAINIER 213+0 V kq 0 0 I — 0 RAINII A 0 -�- "-- 1 0 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT1 20-RPP201 -BT1 20-RPP205 20 10 0 20 40 KEY MAP SCALE IN FEET DEVELOPMENT ENGINEERING R-433233 msippo 11 /25/2025 DESIGNED BY: SCALE: DRAWING No.: L. REDMAN c,TH Rid Q J 1"=20' STRIDE BUS RAPID TRANSIT DRAWN BY: o��wAS�FILENAME: SOUTH RENTON TRANSIT CENTER BT120-CAP103 L. REDMAN �' ,�i '"' �S w J S1-BT120-CAP101-107 BT105 FACILITY ID: r)?IDE ICHECKED BY: I BRT General Engineering Consultant � 22025708 SOVNDTRANSIT CONTRACT No.: CIVIL BT120 w [No 06/13/2025 LBR DP LBR ADDENDUM #1 L. GILBERT �.� �'F ti� �� RTA/CN 0205-24 SHEET No.: REV: 12/10/2024 LBR LDG LBR ISSUED FORBID APPROVED BY: �ssIONAL ��ISTV,�� SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: ALIGNMENT PLAN RAINIER STA 208+50 TO RAINIER STA 212+42.13 033 1 DATE DSN CHK APP REVISION L. REDMAN 1 06/11/2025 R. PARGAS 112/10/2024 J. ALTCHECH 112/10/2024 12/10/2024 N o �— �5 1 �PPJ L I 1 103 1 L 1 � I 102 201 — C1O 202 106 _ 203 Q 204 Q i 205 105 101 104 III G R DY - -- WAY o LCIO C'7 N T CNJ 0 N CU LO 0) 0 0 0 T I..L co co O O 0 Q J N Xrefs: M xBRT-CUD05-T xS 1-BT120-CAP xS1-BT120-GZK 0 xS1-BT120-VRX xS1-BT120-CZN GB-SEAL-LBR2 xS1-BT120-VSF xS1-BT120-GZK(1 1 xS1-BT120-CZN ®R ti CD 0 n U 0 N m co CD N coo co IZI- 0 O U Z_ U� Q Z) O J Q C/) m Z ow U) m J O — U Q¢ °O CD Z_ 66ry N c o o U GENERAL NOTES: 1. SEE SHEET BT120-CAP100 FOR ALIGNMENT PLAN AREA PLAN. 2. SEE SHEETS BT120-RPP101-RPP106 AND BT120-RPP201-RPP205 FOR ALL EXISTING AND PROPOSED ROW. 3. SEE SHEET BT120-RMP501 FOR RIGHT-OF-WAY MONUMENTATION PLAN AND HORIZONTAL AND VERTICAL CONTROLS. 4. SEE SHEETS BT120-GZKO01 AND BT120-GZN001-GZN007 FOR GENERAL KEY PLAN, GENERAL ABBREVIATIONS, AND GENERAL SYMBOLS AND LEGEND. 1 06/13/2025 LBR DP I LBR ADDENDUM #1 0 12/10/2024 LBR LDG LBR ISSUED FORBID No. DATE DSN CHK APP REVISION DESIGNED BY: L. REDMAN DRAWN BY: L. REDMAN CHECKED BY: L. GILBERT APPROVED BY: L. REDMAN MATCHLINE: MATCHLINE: NOT USED THIS SERIES SEE DWG BT120-CAP204 SUBMITTED BY: 06/11 /2025 I R. PARGAS 4Sr.RIDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH Q J - Q U U) Cf) W J J LL SovNDTRANSIT DATE: 12/10/2024 SCALE: 1 "=20' FILENAME: S1-BT120-CAP101-107 CONTRACT No.: RTA/CN 0205-24 DATE: 12/10/2024 KEY MAP Q LO to u7 LO o H Q U V � O N Q � Lu � m Z J LV = W H C/) Q UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT1 20-RPP201 -BT1 20-RPP205 20 10 0 20 40 SCALE IN FEET DEVELOPMENT ENGINEERING R-433234 msippl 11 /25/2025 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 CIVIL ALIGNMENT PLAN G RADY STA 151 +00 TO G RADY STA 156+50 DRAWING No.: BT120-CAP104 FACILITY ID: BT120 SHEET No.: REV: 034 1 N T N 0 0 N CU N d C'7 N O 0 N Q J N C'7 Xrefs: M xBRT-CUD05-T xS 1-BT120-CAP xS1-BT120-GZK xS1-BT120-VRX xS1-BT120-CZN GB-SEAL-LBR2 xS1-BT120-VSF xS1-BT120-GZK 1 1 xS1-BT120-CZN ®R CD CD n Q 0 CV m co CD CV coo co IZI- C) O U z 0 U� Q Z) O U) J Q C/)m Z ow U) m J O — U Q¢ °O Z CD _ 00 CV co o 0- o U 0 MATC H LI N E : LAKE STA 401 +50 SEE DWG BT120-CAP106 / a �cp ��0� E� 2643 p'�Xp 0 / lb °'��' ti vAl L PC A � Q ( X X X X X KE 4i] , 01 0 T- O FQ - U) v SAPRADY WAY MON #423 >- O o N CL BT120-C-LAKE _ (SEE MONUMENTATION wCL1-- BT120-C-GRADY PLANS FOR MON DATA) m LAKE STA 400+00.05 / 0 = GRADY STA 158+70.91 LAKE 400+00 N77° 28' 16"E I I Z GRADY 157+00 1041.30, GRADY 158+00 GRADY 159+00 GRADY 160+00 J LV W M d' Q � 0 LAKE 399+46 7BEGIN PROJECT / I ' LAKE STA 399+47.70 I N :174926.94 I I a :1298827.59 GENERAL NOTES: 1. SEE SHEET BT120-CAP100 FOR ALIGNMENT PLAN AREA PLAN. 2. SEE SHEETS BT120-RPP101-RPP106 AND BT1 20-RPP201 -RPP205 FOR ALL EXISTING AND PROPOSED ROW. 3. SEE SHEET BT120-RMP501 FOR RIGHT-OF-WAY MONUMENTATION PLAN AND HORIZONTAL AND VERTICAL CONTROLS. 4. SEE SHEETS BT120-GZKO01 AND BT120-GZN001-GZN007 FOR GENERAL KEY PLAN, GENERAL ABBREVIATIONS, AND GENERAL SYMBOLS AND LEGEND. END PROJECT GRADY STA 160+46.15 N:175017.14 E:1299002.77 GRADY 160+46 --- FO — — — — FC --- FO — — — — FC UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT1 20-RPP201 -BT1 20-RPP205 20 10 0 20 40 KEY MAP SCALE IN FEET DEVELOPMENT ENGINEERING R-433235 msippo 11 /25/2025 DESIGNED BY: SCALE: DRAWING No.: L. REDMAN Rid Q J 1"=20' STRIDE BUS RAPID TRANSIT DRAWN BY: o��w/°F �S�FILENAME: SOUTH RENTON TRANSIT CENTER BT120-CAP105 L. REDMAN �' ,�i '"' w J S1-BT120-CAP101-107 BT105 FACILITY ID: CHECKED BY: I 22025708 BRT General Engineering Consultant SOVNDTRANSIT CONTRACT No.: CIVIL BT120 w 1 06/13/2025 LBR DP LBR ADDENDUM #1 L. GILBERT �.� �'F ti� �� RTA/CN 0205-24 SHEET No.: REV: 0 12/10/2024 LBR LDG LBR ISSUED FORBID APPROVED BY: �ssIONAL ��ISTV,�� SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: ALIGNMENT PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 035 1 No. DATE DSN CHK APP REVISION L. REDMAN 06/11/2025 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 10 I� u I 103 L I I I 102 201 — 107 202 EO6 � 204 Q �i J Q 205 105 101 104 1 I� RG WAYCIO o C'7 N T N O O N U N d C'7 N O O 4 Q J N C'7 Xrefs: M xBRT-CUD05-T xS 1-BT120-CAP xS1-BT120-GZK xS1-BT120-VRX xS1-BT120-CZN GB-SEAL-LBR2 xS1-BT120-VSF xS1-BT120-GZK(1 1 xS1-BT120-CZN ®R CD 0 n Q 0 N m CD N coo co IZI- CD 0 U z 0 U� Q Z) 0 U) J Q C/) m Z ow U) m J 0 — U Q¢ °O Z CD_ 00 N co o 0- o U MATCHLINE: SEE DWG BT120-CAP204 L=1.40', R=44.06' A=64014'11" 0 CL BT120-C-RAILAKDW o w . "I . �P S600 24' 1711E 'OT�� x No — 25.59' 'Q.qAIq < w RAILAKDW 722+0 7X86 J LAKE AVE S 66 d \ d 4,�02 '62°03,�2„ R' 14 0. 0 67-1- LAKE 403+00 LAKE 402+00 1 EP = RAILAKDW 722+12.25 RAILAKDW STA 722+12.21 = LAKE STA 401 +91.32 RAILAKDW 722+12 1 I1 11 I1 11 11 11 11 11 11 11 GENERAL NOTES: 1. SEE SHEET BT120-CAP100 FOR ALIGNMENT PLAN AREA PLAN. 2. SEE SHEETS BT120-RPP101-RPP106 AND BT1 20-RPP201 -RPP205 FOR ALL EXISTING AND PROPOSED ROW. 3. SEE SHEET BT120-RMP501 FOR RIGHT-OF-WAY MONUMENTATION PLAN AND HORIZONTAL AND VERTICAL CONTROLS. 4. SEE SHEETS BT120-GZKO01 AND BT120-GZN001-GZN007 FOR GENERAL KEY PLAN, GENERAL ABBREVIATIONS, AND GENERAL SYMBOLS AND LEGEND. v H U) Q p�Lu 0 U H MATCHLINE: SEE DWG BT120-CAP202 T CL BT120-C-S TC Q o O� + co z o U H I CL BT120-C-N TC N TC STA 518+50.31 = LAKE STA 403+89.02 N00° 81 51 "W 157.60' _ (LAKE 404+00 LAKE STA 403+23.01 = S TC STA 618+80.42 TC 619+04 END PROJECT S TC STA 619+03.75 N:175272.57 E:1298956.44 Ln r` 00 U n n ►_4 0 CL BT120-C-LAKE 0 El MATCHLINE: LAKE STA 405+50 SEE DWG BT120-CAP107 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT1 20-RPP201 -BT1 20-RPP205 20 10 0 20 40 KEY MAP SCALE IN FEET DEVELOPMENT ENGINEERING R-433236 msippo 11 /25/2025 DESIGNED BY: SCALE: DRAWING No.: L. REDMAN ��TH Rid Q J 1"=20' STRIDE BUS RAPID TRANSIT DRAWN BY: o��w�S��� r)?IDE ZFILENAME: SOUTH RENTON TRANSIT CENTER BT120-CAP106 L. REDMAN �' ,�i '"' �� w J S1-BT120-CAP101-107 BT105 FACILITY ID: CHECKED BY: I 22025708 BRT General Engineering Consultant SOVNDTRANSIT CONTRACT No.: CIVIL BT120 w [No 06/13/2025 LBR DP LBR ADDENDUM #1 L. GILBERT �.� �'F ti� �� RTA/CN 0205-24 SHEET No.: REV: 12/10/2024 LBR LDG LBR ISSUED FORBID APPROVED BY: �ssIONAL ��ISTV,�� SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: ALIGNMENT PLAN LAKE STA 401 +50 TO LAKE STA 405+50 036 1 DATE DSN CHK APP REVISION L. REDMAN 1 06/11/2025 R. PARGAS 112/10/2024 J. ALTCHECH 112/10/2024 12/10/2024 10 P I� u I 103 L I I I 102 201 — 107 202 106 y 203 204 Q J Q 205 105 101 104 1 I1 Gvv R DY WAYCIO o co N T N O O N CU H H N d co m N O O O N Q D J N co Xrefs: M xBRT-CUD05-T xS1-BT120-CAP xS1-BT120-GZK O xS 1-BT120-VRX xS1-BT120-CZN GB-SEAL-LBR2 xS1-BT120-VSF Q xS1-BT120-GZK 1 1 xS1-BT120-CZN ®R CD 0 n Q 0 N m CD N coo co IZI- CD 0 0 U z 0 Q Z) 0 U) J Q C/) m Z ow U) m J 0 — U Q¢ °O Z CD _ 66 ry N o o U GENERAL NOTES: 1. SEE SHEET BT120-CAP100 FOR ALIGNMENT PLAN AREA PLAN. 2. SEE SHEETS BT120-RPP101-RPP106 AND BT1 20-RPP201 -RPP205 FOR ALL EXISTING AND PROPOSED ROW. 3. SEE SHEET BT120-RMP501 FOR RIGHT-OF-WAY MONUMENTATION PLAN AND HORIZONTAL AND VERTICAL CONTROLS. 4. SEE SHEETS BT120-GZKO01 AND BT120-GZN001-GZN007 FOR GENERAL KEY PLAN, GENERAL ABBREVIATIONS, AND GENERAL SYMBOLS AND LEGEND. 1 06/13/2025 LBR DP I LBR ADDENDUM #1 0 12/10/2024 LBR LDG LBR ISSUED FOR BID No. DATE DSN I CHK APP I REVISION DESIGNED BY: L. REDMAN DRAWN BY: L. REDMAN CHECKED BY: L. GILBERT APPROVED BY: L. REDMAN 0 LO LO +W C Q Q cU W J m W � Z� J0 2 W HU) Q 5 CL BT120-C-LAKE LAKE AVE S LAKE 06+00 SUBMITTED BY: 06/11 /2025 R. PARGAS (zpw Aa, ia- LAKE 407+00 LAKE 408+29 LAKE 408+00 1 Q J 4Sr.RIDE �_ co W J M)l zBRT General Engineering Consultant J LL SDUNDTRANSIT DATE: 12/10/2024 REVIEWED BY: J. ALTCHECH DATE: 12/10/2024 1 END PROJECT LAKE STA 408+28.91 N:175420.93 E:1299310.68 N o �P`� �y 1 P SW 7TV u I 103 L I I I 102 201 —J107 202 106 _ 203 204 J Q 205 105 101 104 1 I1 Gvv R DY WAY o SCALE: 1 "=20' FILENAME: S1-BT120-CAP101-107 CONTRACT No.: RTA/CN 0205-24 DATE: 12/10/2024 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT1 20-RPP201 -BT1 20-RPP205 20 10 0 20 40 KEY MAP SCALE IN FEET [msippo EVELOPMENT ENGINEERING R-433237 11 /25/2025 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER BT120-CAP107 BT105 FACILITY ID: CIVIL BT120 SHEET No.: REV: ALIGNMENT PLAN LAKE STA 405+50 TO LAKE STA 408+28.91 037 1 H C'7 C'7 O O N Q J N co Xrefs: xBRT-CUD05-T Nt xS 1-BT120-CAP xS1-BT120-GZK xS1-BT120-CZN xS1-BT120-VRX GB-SEAL-JKH5 xS1-BTP120-VS Q GB-SEAL-LBR2 1 1 xS1-BT120-GZK xS1-BT120-CZN ®R CD CV CD CV n Q 0 CV m CD CV coo co IZI- CD 0 U z 0 Q Z) 0 J Q C/) m Z ow U) m J 0 — U Q¢ C� z 6 i 0 CV j o >� o U GENERAL NOTES: 1. SEE SHEET BT120-CAP100 FOR ALIGNMENT PLAN AREA PLAN. 2. SEE SHEETS BT120-RPP101-RPP106 AND BT1 20-RPP201 -RPP205 FOR ALL EXISTING AND PROPOSED ROW. 3. SEE SHEET BT120-RMP501 FOR RIGHT-OF-WAY MONUMENTATION PLAN AND HORIZONTAL AND VERTICAL CONTROLS. 4. SEE SHEETS BT120-GZKO01 AND BT120-GZN001-GZN007 FOR GENERAL KEY PLAN, GENERAL ABBREVIATIONS, AND GENERAL SYMBOLS AND LEGEND. 1 06/13/2025 LBR DP I LBR ADDENDUM #1 0 12/10/2024 LBR LDG LBR ISSUED FORBID No. DATE DSN I CHK APP I REVISION MATCHLINE: SEE DWG BT120-CAP103 DESIGNED BY: L. REDMAN DRAWN BY: L. REDMAN CHECKED BY: L. GILBERT APPROVED BY: L. REDMAN SUBMITTED BY: 06/11 /2025 I R. PARGAS MATCHLINE: SEE DWG BT120-CAP203 4Sr.RIDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH Q J - Q U Cn C W J J LL SovNDTRANSIT DATE: 12/10/2024 T I A5 N I� �JI u SW 7TH T I 103 I 102 201 —J107 202 106rF _ 203Lu y 204 Q J Q 205 105 101 GD 1 1 svv GR DY J �� WAYCIO o SCALE: 1 "=20' FILENAME: S 1-BT120-CAP201-204 CONTRACT No.: RTA/LR RTA/CN 0205 DATE: 12/10/2024 KEY MAP UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT1 20-RPP201 -BT1 20-RPP205 20 10 0 20 40 SCALE IN FEET L R-433238 EVELOPMENT ENGINEERING msippo 11 /25/2025 u STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 CIVIL ALIGNMENT PLAN S RENTON TRANSIT CENTER DRAWING No.: BT120-CAP201 FACILITY ID: BT120 SHEET No.: REV: 038 1 N T N 0 0 N CU H H T N C'7 C'7 N O O O N Q J N co Xrefs: co xBRT-CUD05-T xS 1-BT120-CAP xS1-BT120-GZK 0 xS1-BT120-CZN xS1-BT120-VRX GB-SEAL-JKH5 xS1-BTP120-VS 0 GB-SEAL-LBR2 1 1 xS1-BT120-GZK xS1-BT120-CZN ®R CD N 0 N n Q 0 N m CD N coo co IZI- CD 0 0 U z 0 Q Z) 0 J Q C/) m Z ow U) m J 0 — U Q¢ C� z 66 Y 0 N j o >� o U GENERAL NOTES: 1. SEE SHEET BT120-CAP100 FOR ALIGNMENT PLAN AREA PLAN. 2. SEE SHEETS BT120-RPP101-RPP106 AND BT1 20-RPP201 -RPP205 FOR ALL EXISTING AND PROPOSED ROW. 3. SEE SHEET BT120-RMP501 FOR RIGHT-OF-WAY MONUMENTATION PLAN AND HORIZONTAL AND VERTICAL CONTROLS. 4. SEE SHEETS BT120-GZKO01 AND BT120-GZN001-GZN007 FOR GENERAL KEY PLAN, GENERAL ABBREVIATIONS, AND GENERAL SYMBOLS AND LEGEND. 1 06/13/2025 LBR DP I LBR ADDENDUM #1 0 12/10/2024 LBR LDG LBR ISSUED FOR BID No. DATE DSN CHK APP REVISION Ln 00 6 N co 11 n s 0 PT = N TC 514+15.39 1 — N TC 514+00 0 DESIGNED BY: L. REDMAN DRAWN BY: L. REDMAN CHECKED BY: L. GILBERT APPROVED BY: L. REDMAN S TC 615+00 I N TC 515+00 x CL BT120-C-N TC S890 42' 23"E I N TC 516+00 459.68' i NORTH DRIVEWAY I N TC 517+00 CL BT120-C-S TC I SOUTH DRIVEWAY SUBMITTED BY: 06/11 /2025 R. PARGAS _ S890 42' 23"E _ S TC 616+00 473.90, S TC 617+00 x x MATCHLINE: SEE DWG BT120-CAP204 QLu 4Sr)?IDE J IM)l U)_ co W J BRT General Engineering Consultant J LL SDUNDTRANSIT DATE: 12/10/2024 REVIEWED BY: J. ALTCHECH DATE: 12/10/2024 STC61 10 Q SW 7T4 I� u I 103 L I I I 102 201 107 202 106 _ 203 y 204 Q J Q 205 105 101 104 1 I1 GR DY WAY o CIO SCALE: 1 "=20' FILENAME: S 1-BT120-CAP201-204 CONTRACT No.: RTA/LR RTA/CN 0205 DATE: 12/10/2024 KEY MAP UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT1 20-RPP201 -BT1 20-RPP205 N 20 10 0 20 40 SCALE IN FEET DEVELOPMENT ENGINEERING R-433239 msippo 11 /25/2025 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 CIVIL ALIGNMENT PLAN S RENTON TRANSIT CENTER F9:_ I ► ►• BT120-CAP202 FACILITY ID: BT120 SHEET No.: REV: 039 1 C'7 N T N O O N CU co O O O N Q J N co Xrefs: co xBRT-CUD05-T xS 1-BT120-CAP xS1-BT120-GZK O xS1-BT120-CZN xS1-BT120-VRX GB-SEAL-JKH5 xS1-BTP120-VS GB-SEAL-LBR2 1 1 xS1-BT120-GZK Uj xS1-BT120-CZN Itt CD N O N n Q U 6 N H m U) CD N (. or) It CD O U U Z_ ry r) 2 Q U) Z) O U) J Q cf) m Z O U m J O — U Q C� Z_ 66 Y _ ry O> N j co O n o U N Xrefs: M xBRT-CUD05-T xS 1-BT120-CAP xS1-BT120-GZK l xS1-BT120-CZN xS1-BT120-VRX GB-SEAL-JKH5 xS1-BTP120-VS GB-SEAL-LBR2 1 1 xS1-BT120-GZK xS1-BT120-CZN ®R C) CV C) CV n Q 0 CV H m co 0 CV Co co IZI- C) 0 0 U z 0 U� Q Z) 0 co Q C/)m ow U) m J 0 — U Q¢ z 00 CV co o 0- o U bpT�s�� /S SERIFS GENERAL NOTES: 1. SEE SHEET BT120-CAP100 FOR ALIGNMENT PLAN AREA PLAN. 2. SEE SHEETS BT120-RPP101-RPP106 AND BT1 20-RPP201 -RPP205 FOR ALL EXISTING AND PROPOSED ROW. 3. SEE SHEET BT120-RMP501 FOR RIGHT-OF-WAY MONUMENTATION PLAN AND HORIZONTAL AND VERTICAL CONTROLS. 4. SEE SHEETS BT120-GZKO01 AND BT120-GZN001-GZN007 FOR GENERAL KEY PLAN, GENERAL ABBREVIATIONS, AND GENERAL SYMBOLS AND LEGEND. MAG B��Zo GAp104 SEE DW MATCHLINE: SEE DWG BT120-CAP202 E p G g 12 CAp105 SE 10 1. SW 7TU u I 103 L I I I 102 201 — 107 1 202 106 203 y 204 Q J Q 205 105 101 GD 1 I1 Gvv R DY WAY o CIO KEY MAP UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT1 20-RPP201 -BT1 20-RPP205 N 20 10 0 20 40 SCALE IN FEET R-433241] DEVELOPMENT ENGINEERING GINEERINGmsippo 11 /25/2025 vi DESIGNED BY: SCALE: DRAWING No.: L. REDMAN TH Rid Q J 1"-20' STRIDE BUS RAPID TRANSIT DRAWN BY: o��w/°F AS��� FILENAME: SOUTH RENTON TRANSIT CENTER BT120-CAP204 S U) Cf) L. REDMAN �' ,�i '"' RIDE w J S1-BT120-CAP201-204 BT105 FACILITY ID: CHECKED BY: I BRT General Engineering Consultant LL 22025708 SovN�TRaNs�r CONTRACT No.: CIVIL BT120 w 1 06/13/2025 LBR DP LBR ADDENDUM #1 L. GILBERT �.� �'F RTA/LR RTA/CN 0205-2 SHEET No.: REV: 0 12/10/2024 LBR LDG LBR ISSUED FOR BID APPROVED BY: �ssIONAL ��ISTV,�� SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: ALIGNMENT PLAN S RENTON TRANSIT CENTER 041 1 No. I DATE I DSN CHK APP REVISION L. REDMAN 1 06/11/2025 R. PARGAS 112/10/2024 J. ALTCHECH 112/10/2024 12/10/2024 co T N 0 0 N U A H A— A— A; N rr co 0 0 N Q D I N co Xrefs: co GB-SEAL-RA55 xS1-BT120-THP xBRT-CUD05-T O W O d 2 U 0 N H m U) O N CO M It O 73 O U U Z_ ry 0 2 CD Z Q Z O Z) CD N Z Q 06 00 N co — O U Q Q o O M z O Y O N c N U N C'7 Xrefs: M xBRT-CUD05-T xS1-BT120-CRY 0 LU co 0 0 U 0 N m 0 N co 0 0 N w z z Y X w I w w z z 06 Y m � I � co 00 -O � U Qa o Q z o Y o N L o a o U R/W EX 8.0' SIDEWALK EX. PEDESTRIAN RAILING EX VERTICAL WALL EX PARKING LOT L_ J GENERAL NOTES: EX 5.0' EX 12.0' PLANTER _ RIGHT TURN LANE L= 0 My 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2. SEE SHEETS BT120-RPP101-RPP107 AND BT120-RPP201-RPP205 FOR RIGHT-OF-WAY PLANS. 3. SEE SHEETS BT1 20-CAP1 01 -CAP1 07 AND BT1 20-CAP201 -CAP204 FOR ALIGNMENT PLANS. 4. SEE SHEETS BT120-CSP101-CSP107 AND BT120-CSP201-CSP205 FOR SITE PREPARATION PLANS. 5. SEE SHEETS BT120-CPP101-CPP106 AND BT120-CPP201-CPP205 FOR PAVING PLANS. 6. SEE SHEETS BT120-GKZ001 AND BT120-GZN001-GZN007 FOR GENERAL KEY PLAN, GENERAL ABBREVIATIONS, AND GENERAL SYMBOLS AND LEGEND. 1 06/13/2025 LBR DP LBR ADDENDUM #1 0 12/10/2024 LBR LDG LBR ISSUED FOR BID No. DATE DSN CHK APP REVISION EX 11.0' THRU LANE EX 11.0' THRU LANE 138.50' - 175.70' R/W EX 11.0' THRU LANE CL EX 0-13.0' LEFT TURN LANE EX 12.0' THRU LANE -- -- -- -- - - -- EX 0.5' I EX 3.0' CURB MEDIAN EX ROADWAY SURFACE EX VARIES SIDEWALK ALL SAWCUTS (TYP) 6 9 2 19 GEOGRID (TYP) CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP) R/W VARIES �_ SIDEWALK 1.5% RAINIER AVE S TYPICAL SECTION RAINIER STA 200+00.00 - 205+44.53 138.50' - 175.70' R/W CL I 0' - 12.5' 13.0' 11.0' 11.1' - 12.3' LEFT TURN THRU LANE THRU LANE THRU LANE LANE 0.5' U MATCH EXISTING DEPTHS ON 14 1 MATCH EXISTING DEPTHS ON RAINIER STA 205+44.53 - STA 206+28.07 126.42' - 175.70' R/W CL 6'- 12.5' EX 11.0' THRU LANE EX 13.2' THRU LANE EX 5.0EX 8.0' PLANTER SIDEWALK EX 0.5' CURB J 5.0' - 8.0' VARIES PLANTER SIDEWALK 1.7'-15.0' 5.5' 3.4'-21.1' 1 1.5% 14 GEOGRID (TYP) 2 19 14 8 5 3 CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP) STA 200+46.37 TO STA 201 +30.17 STA 204+45.71 - STA 205+44.53 R/W EX 12.0' THRU LANE EX 3.1' -17.0' MEDIAN & PLANTER EX 11.0' THRU LANE EX 13.2' THRU LANE EX 0.5' CURB Z�J 12.0' 11.0' 13.2' 0.5' THRU LANE THRU LANE THRU LANE CURB 8 3.0% ALL SAWCUTS (TYP) RAINIER AVE S TYPICAL SECTION 8.0' PLANTER 13.0' 11.0' 11.1' - 12.3' LEFT TURN 12.0' THRU LANE THRU LANE THRU LANE LANE THRU LANE 0.5' CURB 0.5' 0.0' -12.5' CURB HARDSCAPE 19 STA 205+86.16 O STA 206+28.07 1 11.0' THRU LANE ------------- --------------------- GEOGRID (TYP) CONSTRUCTION GEOTEXTILE 30 5 g 6 FOR SEPARATION (TYP) 27 2)76 31 5 34 3 31 LEGEND*: CRUSHED SURFACING TOP COURSE PLANTER STRIP ® CRUSHED SURFACING BASE COURSE LELA HARDSCAPE SEE SHEETS GZN006 - GZN007 FOR * GENERAL SYMBOLS AND LEGEND - - GEOGRID CONSTRUCTION GEOTEXTILE FOR SEPARATION DESIGNED BY: L. REDMAN �,�TH kt�� y DRAWN BY: Y. SHEN �� L , 22025708 9 o���s GISTEg� CHECKED BY: D. POSTEN RAINIER AVE S TYPICAL SECTION RAINIER STA 206+28.07 - STA 207+76.56 CONSTRUCTION NOTES: 20 10 IN HMA CL 1/2 IN PG 58H-22 03 CEMENT CONC SIDEWALK PER CITY OF RENTON STD PLAN 102 O4 IN CRUSHED SURFACING TOP COURSE OCEMENT CONC TRAFFIC CURB AND GUTTER PER WSDOT STD PLAN F-10.12 08 SEE SHEETS BT120-LPP101-LPP106 AND BT120-LPP201-LPP205 FOR LANDSCAPE PLANTING PLAN APPROVED BY: IONaL - SUBMITTED BY: L. REDMAN 06/11 /2025 R. PARGAS 25 27) (26 13.7' THRU LANE O6 IN CRUSHED SURFACING BASE COURSE 14 PLANING BITUMINOUS PAVEMENT AND HMA CL 1/2 IN PG 581-1-22 OVERLAY 19 10 IN CRUSHED SURFACING BASE COURSE 25 13.5 IN CEMENT CONC PAVEMENT 26 4.2 IN CRUSHED SURFACING BASE COURSE 4 27 4.2 IN HMA CL 1/2 IN PG 581-1-22 4S rJ?IDE BRT General Engineering Consultant 1DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH R/W VARIES SIDEWALK U U - GEOGRID (TYP) CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP) 3.0' VALLEY GUTTER GEOGRID (TYP) CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP) 1.5% ©tom 30 CEMENT CONC SIDEWALK PER WSDOT STD PLAN F-30.10 31 CEMENT CONC TRAFFIC CURB PER WSDOT STD PLAN F-10.12 34 HARDSCAPE. SEE SHEETS BT120-LHD101-LHD109 FOR HARDSCAPE PLAN AND DETAILS SCALE: NTS Q J FILENAME: Q U cl) U) w J S1-BT120-CRY101-106 z w SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: 1DATE: 12/10/2024 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 CIVIL TYPICAL SECTIONS RAINIER AVE S R-433243 DEVELOPMENT ENGINEERING 15 msippo 11 /25/2025 :01 DRAWING No.: BT120-CRY101 FACILITY ID: BT120 SHEET No.: REV: 043 1 m N T N O N CU LO O O O O O T N N C'7 Xrefs: M xBRT-CUD05-T xS1-BT120-CRY O 0 w _o 0 ry U 0 N m 'o N co IZT 0 z w U) X w i w z w m c/) U) } 00 -O U �a N z N Y �o N a o U R/W EX 8.0' EX 5.0' SIDEWALK PLANTER - L EX 13.0' TURN LANE EX 0.5' CURB GENERAL NOTES: 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2. SEE SHEETS BT120-RPP101-RPP107 AND BT120-RPP201-RPP205 FOR RIGHT-OF-WAY PLANS. 3. SEE SHEETS BT120-CAP101-CAP107 AND BT120-CAP201-CAP204 FOR ALIGNMENT PLANS. 4. SEE SHEETS BT120-CSP101-CSP107 AND BT120-CSP201-CSP205 FOR SITE PREPARATION PLANS. 5. SEE SHEETS BT120-CPP101-CPP106 AND BT120-CPP201-CPP205 FOR PAVING PLANS. 6. SEE SHEETS BT120-GKZ001 AND BT120-GZN001-GZN007 FOR GENERAL KEY PLAN, GENERAL ABBREVIATIONS, AND GENERAL SYMBOLS AND LEGEND. 1 06/13/2025 LBR DP I LBR ADDENDUM #1 12/10/2024 LBR LDG LBR ISSUED FORBID L0 No. DATE I DSN I CHK I APP I REVISION R/W EX PLANTER LEGEND*: EX 11.0' THRU LANE EX ROADWAY SURFACE EX11.1'-12.3' THRU LANE MATCH EXISTING DEPTHS ON ALL SAWCUTS (TYP) 1 G RID (TYP) - CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP) 123.06' - 128.10' R/W CL 13.0'- 0' BUS ONLY LANE I 0.5' CURB MATCH EX imam][®EW 0' - 13.0' 11.9' LEFT TURN LANE THRU LANE 0.0' - 17.0' MEDIAN & LSCP 0.5' CURB 11.0' -12.5" THRU LANE I 1 3.0 �°► I I 13.2' BUSINESS ACCESS AND TRANSIT LANE R/W VARIES SIDEWALK 0.5' CURB 1.5% -.N*- 9 31 2 19 GEOGRID (TYP) 6 CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP) I EX 0' - 13.0' EX 11.9' EX 11.0' -12.5" EX 13.2' EX 8.0' LEFT TURN LANE THRU LANE THRU LANE BAT LANE SIDEWALK D EX 0.5' CURB EX ROADWAY SURFACE 1 STA 20e�O STA 210+85.35 RAINIER AVE S TYPICAL SECTION RAINIER STA 207+76.56 - STA 210+85.35 HARDIE CL 72.00' - 224.9' R/W 0' - 15.0' 24.0' TO 26.1' 0.0' - 71.4' 24.0' 15.0' TO 25.0' SIDEWALK THRU LANE MEDIAN PLANTER TURN LANE SIDEWALK 0.5' 0.5' 0.5' 0.5' CURB CURB CURB CURB 0' - 11.3' 0' - 10.0' 2 0' 1.5% 2.0' 0°�0 0 -.5 �o �- 2.0 /o R/W EX PLANTER MATCH EXISTING 14 16 U20 DEPTHS ON ALL SAWCUTS (TYP) 5 3 33 9 20 16 GEOGRID (TYP) GEOGRID (TYP) 20 9 33 8 33 9 16 20 16 9 133 5 3 CONSTRUCTION CONSTRUCTION 1 GEOTEXTILE FOR 1 1 GEOTEXTILE FOR 1 SEPARATION (TYP) SEPARATION (TYP) EX 7.5' EX 8.0' PLANTER SIDEWALK HARDIE AVE SW TYPICAL SECTION L_ HARDIE STA 308+79.37 - 309+57.64 - - HARDIE STA 308+79.37 - STA 309+21.25 CRUSHED SURFACING TOP COURSE PLANTER STRIP ® CRUSHED SURFACING BASE COURSE HARDSCAPE SEE SHEETS GZN006 - GZN007 FOR * GENERAL SYMBOLS AND LEGEND - - GEOGRID CONSTRUCTION GEOTEXTILE FOR SEPARATION DESIGNED BY: L. REDMAN DRAWN BY: Y. SHEN L , 2202570819 s cISTEg� CHECKED BY: D. POSTEN CONSTRUCTION NOTES: 02 10 IN HMA CL 1/2 IN PG 58H-22 30 CEMENT CONC SIDEWALK PER CITY OF RENTON STD PLAN 102 O4 IN CRUSHED SURFACING TOP COURSE 66 CEMENT CONC TRAFFIC CURB AND GUTTER PER WSDOT STD PLAN F-10.12 80 SEE SHEETS BT120-LPP101-LPP106 AND BT120-LPP201-LPP205 FOR LANDSCAPE PLANTING PLAN APPROVED BY: ZONAL - SUBMITTED BY: L. REDMAN 06/11 /2025 R. PARGAS O6 IN CRUSHED SURFACING BASE COURSE 10 10 IN CEMENT CONC PAVEMENT 14 PLANING BITUMINOUS PAVEMENT AND HMA CL 1/2 IN PG 58H-22 OVERLAY 16 8 IN HMA CL 1/2 IN PG 58H-22 19 10 IN CRUSHED SURFACING BASE COURSE 20 12 IN CRUSHED SURFACING BASE COURSE 4,5rRIDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH EX 0.5' CURB 31 CEMENT CONC TRAFFIC CURB PER WSDOT STD PLAN F-10.12 33 CEMENT CONC TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 SCALE: NTS Q J FILENAME: Q U co U) w J S1-BT120-CRY101-106 z w SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: DATE: 12/10/2024 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 CIVIL TYPICAL SECTIONS RAINIER AVE S AND HARDIE AVE SW R-433244 DEVELOPMENT ENGINEERING msippo 11 /25/2025 DRAWING No.: BT120-CRY102 FACILITY ID: BT120 SHEET No.: REV: 044 1 C'7 N T N O O N CU H H H N d C'7 C'7 N O O O N Q J N C'7 Xrefs: M xBRT-CUD05-T xS1-BT120-CRY 0 W I- R/W R/W 37.5' - 41.6' R/W VARIES 14.0' 6.7' - 11.4' MULTI -PURPOSE PATH PLANTER 23 0.5' CURB 2.0%_ Oil =W4F=T[TPTM y 22 ::----- 18 9 8 EX PARKING LOT LIMIT OF SUBGRADE PREPARATION SEE NOTE 7 40.7' - 41.4' R/W VARIES 15.0' BUS LANE J GEOGRID (TYP) J CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP) CL NTC CLNTC 15.0' BUS LANE GEOGRID (TYP) CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP) EG-7 30.0' - 35.0' BUS PLATFORM 1.0% U N TC STA 514+02.00 - STA 517+69.63 0.3% - 0.5% SEE NOTE 7 0.3% - 0.5% N TC STA 510+74.64 - STA 512+46.75 N TC STA 512+87.62 - STA 513+71.33 SUPERELEVATION SLOPE VARIES N TC STA 513+71.33 - STA 514+02.00 TRANSIT CENTER - PLATFORM TYPICAL SECTION N TC STA 510+74.64 - STA 512+46.75 N TC STA 512+87.62 - STA 517+69.63 CL STC 15.0' BUS LANE 0.5' CURB 2.0% ( 7 ) (28) (24) (9) GEOGRID (TYP) J 14.0' 6.9' - 8.0' 15.0' 1 15.0' 36.0' 15.0' MULTI -PURPOSE PATH PLANTER BUS LANE BUS LANE CONCRETE PAVEMENT BUS LANE 0.5' CURB 23 1 - 0 r-01 0.1%-1.5% 0.1%-1.5° CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP) LIMIT OF SUBGRADE PREPARATION SEE NOTE 7 GEOGRID (TYP) CONSTRUCTION GEOTEXTILE OR SEPARATION (TYP) CL STC EG J SEE NOTE 7 GEOGRID (TYP) CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP) 15.0' BUS LANE 0.5' CURB • 1, ,1 1 2.0% 2.1% �Ill�u_-"--5•_G�IIIC:::� �7111 1�i1 co N T N O VARIES VARIES CAR 't SIDEWALK PARKING LOT V 0.5' CURB 1.5% 2.0% .I, r (11) ( 5 ) (3 VARIES BUS 0' - 128.0' LAYOVER BAY r)l n niT=o 0.5' CURB 1.5% 17) (12) (13 VARIES BUS LAYOVER BAY JU 3 J2 UU CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP) GEOGRID (TYP) N TC STA 513+90.14 - STA 517+69.63 VARIES SIDEWALK VARIES CAR PARKING LO_ 0.5' CURB 1.5% 2.0% 9 11 9 24 24 9 1 11 5 3 EX 18 8 EG 1 PARKING GEOGRID (TYP) SEE NOTE 7 LIMIT OF SUBGRADE PREPARATION 1 LOT LIMIT OF SUBGRADE PREPARATION CONSTRUCTION GEOTEXTILE TRANSIT CENTER - NO PLATFORM - TYPICAL SECTION SEE NOTE 7 0.5' VARIES SEE NOTE 7 FOR SEPARATION (TYP) CURB PLANTER GENERAL NOTES: NTC STA 512+46.75 -STA 512+87.62 N TC STA 517+69.63 -STA 518+04.66 1.5% � 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2. SEE SHEETS BT120-RPP101-RPP107 AND o BT120-RPP201-RPP205 FOR RIGHT-OF-WAY PLANS. 11 8 GEOGRID (TYP) CD 3. SEE SHEETS BT120-CAP101-CAP107 AND CONSTRUCTION GEOTEXTILE N TC STA 517+69.66 - STA 518+04.66 FOR SEPARATION (TYP) v BT1 20-CAP201 -CAP204 FOR ALIGNMENT PLANS. LEGEND*: N 4. SEE SHEETS BT120-CSP101-CSP107 AND am CRUSHED SURFACING TOP COURSE CONSTRUCTION NOTES: m BT1 20-CSP201 -CSP205 FOR SITE PREPARATION PLANS. 17) (12) (13 in '0 PLANTER STRIP 3 CEMENT CONC SIDEWALK PER CITY OF RENTON 9 6 IN CRUSHED SURFACING BASE COURSE 21 BUS PLATFORM PER STRUCTURAL DETAILS 5. SEE SHEETS BT120-CPP101-CPP106 ANDc\l STD PLAN 102. SEE SHEETS co BT120-CPP201-CPP205 FOR PAVING PLANS. CRUSHED SURFACING BASE COURSE BT120-LHP201-LHP205 FOR HARDSCAPE PLAN 11 DOWELED CURB PER KCM STD 22 RETAINING WALL PER STRUCTURAL DETAILS NT 0 CD 6. SEE SHEETS BT120-GKZ001 AND BT120-GZN001-GZN007 FOR HARDSCAPE 5 O 4 IN CRUSHED SURFACING TOP COURSE PLAN D109 23 O FENCE PER DETAIL ON SHEETS z GENERAL KEY PLAN, GENERAL ABBREVIATIONS, AND 12 5 IN HMA CL 1/2 IN PG 58H_ 22 BT120-CRD122-CRD125 Q w GENERAL SYMBOLS AND LEGEND. * SEE SHEETS GZN006 - GZN007 FOR GENERAL SYMBOLS AND LEGEND 7O 9 IN CEMENT DOWELED CURB PER DETAIL ON SHEET BT120-CRD122 13 8 IN CRUSHED SURFACING BASE COURSE 24 12.5 IN CEMENT CONC PAVEMENT 0-1 7. EXCAVATE AND DISPOSE OF OFFSITE THE TOP 1 FOOT OF X EXISTING MATERIAL IN ACCORDANCE WITH LOCAL AND - - GEOGRID 8O SEE SHEETS BT120-LPP101-LPP106 AND 17 CEMENT CONC TRAFFIC CURB PER CITY OF 28 RUB RAIL PER DETAIL ON SHEET BT120-CRD122 STATE REQUIREMENTS. SCARIFY AND RECOMPACT THE BT120-LPP201-LPP205 FOR LANDSCAPE RENTON STD PLAN 101 (D� Q NEWLY EXPOSED MATERIAL AN ADDITIONAL DEPTH OF 1 CONSTRUCTION GEOTEXTILE PLANTING PLAN 32 CEMENT ROLLED CURB PER DETAIL ON SHEET FOOT THEN PERFORM REMAINING EARTHWORK FOR SEPARATION 18 4 IN HMA CL 1/2 IN PG 58H-22 BT120-CRD121 o m OPERATIONS TO CONSTRUCT THE SUBGRADE. w _J o DESIGNED BY: -VA SCALE: STRIDE BUS RAPID TRANSIT 2 U L. REDMAN �x w R�'Ij Q J NTS a DRAWN BY: °� �Iy Q FILENAME: SOUTH RENTON TRANSIT CENTER y C" N z Y. SHEN �� z z j S1-BT120-CRY101-106 BT105 CHECKED BY: �)�, BRT General Engineering Consultant LL CONTRACT No.: o 4) 22025708 9 ww SOUNDTRANSIT CIVIL LO O D. POSTEN �� �GIsTV, �� RTA/CN 0205-24 co � LNo 12/10/2024 LBR LDG LBR ISSUED FOR BID APPROVED BY: SSIONAL � SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: TYPICAL SECTIONS a S RENTON TRANSIT CENTER o U DATE DSN CHK JAPP REVISION L. REDMAN 01/23/2025 R. PARGAS 112/10/2024 J. ALTCHECH 112/10/2024 112/10/2024 R-433245 DEVELOPMENT ENGINEERING IL msippo 11 /25/2025 DRAWING No.: BT120-CRY103 FACILITY ID: BT120 SHEET No.: REV: 045 0 LO O O O O T It 0- C'7 N O O 4 Q I N C'7 Xrefs: M xBRT-CUD05-T xS1-BT120-CRY O I w c� 0 0 0 ry U 6 N m 'o N CO co IZT 0 z w X w i w z w m ct) U) } EO -O U �a CO Q N z N Y �o N a o U VARIES GENERAL NOTES: 8.0' PLANTER 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2. SEE SHEETS BT120-RPP101-RPP107 AND BT120-RPP201-RPP205 FOR RIGHT-OF-WAY PLANS. 3. SEE SHEETS BT1 20-CAP1 01 -CAP1 07 AND BT1 20-CAP201 -CAP204 FOR ALIGNMENT PLANS. 4. SEE SHEETS BT120-CSP101-CSP107 AND BT120-CSP201-CSP205 FOR SITE PREPARATION PLANS. 5. SEE SHEETS BT120-CPP101-CPP106 AND BT120-CPP201-CPP205 FOR PAVING PLANS. 6. SEE SHEETS BT120-GKZ001 AND BT120-GZN001-GZN007 FOR GENERAL KEY PLAN, GENERAL ABBREVIATIONS, AND GENERAL SYMBOLS AND LEGEND. 1 06/13/2025 LBR DP I LBR ADDENDUM #1 12/10/2024 LBR LDG LBR ISSUED FORBID L0 No. DATE DSN CHK I APP REVISION R/W 16.0' MULTI -PURPOSE PATH 1.5% 13) (12 LEGEND*: 0'-10.0' PLANTER EX 0.5' CURB 50.0' R/W 11.0' THRU LANE 1.5% I I MATCH EX EX 0.5' CURB �L L_ S i I I I 0.5' CURB I I I 33 1 9 1 0.5' CURB I i � 33 CRUSHED SURFACING TOP COURSE PLANTER STRIP ® CRUSHED SURFACING BASE COURSE HARD CAPE SEE SHEETS GZN006 - GZN007 FOR * GENERAL SYMBOLS AND LEGEND - - GEOGRID CONSTRUCTION GEOTEXTILE FOR SEPARATION DESIGNED BY: L. REDMAN oyTH DRAWN BY: Y. SHEN L , 22025708 9 °���s GIsTE� � CHECKED BY: D. POSTEN 1 ) ( 9 EX 11.0' THRU LANE 11.0' THRU LANE 11.0' THRU LANE EX0'-4.0' GORE MATCH EX ..4: .. ': �'•. �?a ... .. ._ .•..I �, '••tip• .:R •'• I GEOGRID (TYP) 1 i CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP) I 11.0' THRU LANE MATCH EX CL EX0'-11.0' TURN LANE I EX0'-10.5' TURN LANE EX ROADWAY SURFACE GRADY STA 150+91.42 TO STA 151+35.54 GRADY STA 152+01.45 TO STA 152+78.71 GRADY STA 153+33.82 TO STA 154+00.03 GRADY STA 154+43.88 TO STA 154+87.94 GRADY STA 155+77.39 TO STA 155+86.56 I 11.0' GEOGRID (TYP) THRU LANE CONSTRUCTION GEOTEXTILE MATCH EX FOR SEPARATION (TYP) GRADY STA 151+35.54 TO STA 152+01.45 • •. •' :.i•i ..'•:.. .4 '.i t t.y y n EX 11.0' THRU LANE 11.0' THRU LANE GRADY STA 153+22.84 TO STA 153+33.82 GRADY STA 154+32.98 TO STA 154+43.88 GRADY STA 154+87.94 TO STA 155+20.96 1 9 1 GRADY STA 155+53.91 TO STA 155+65.09 11.0 1 GEOGRID (TYP) 1 THRU LANE CONSTRUCTION GEOTEXTILE MATCH EX FOR SEPARATION (TYP) • GRADY STA 152+78.71 TO STA 153+22.85 GRADY STA 154+00.03 TO STA 154+32.98 GRADY STA 155+20.96 TO STA 155+43.00 GRADY STA 155+65.09 TO STA 155+77.39 1 9 1 GEOGRID (TYP) 11.0' i THRU LANE CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP) MATCH EX GRADY STA 150+80.43 TO STA 150+91.42 �Gk �YA CAL CTIO A 150+91.42 - STA 155+86.56 GEOGRID (TYP) 1 CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP) CONSTRUCTION NOTES: 012 IN CEMENT CONC PAVEMENT OR MATCH EXISTING, WHICHEVER IS GREATER 08 SEE SHEETS BT120-LPP101-LPP106 AND BT120-LPP201-LPP205 FOR LANDSCAPE PLANTING PLAN O6 IN CRUSHED SURFACING BASE COURSE 12 5 IN HMA CL 1/2 IN PG 58H-22 13 8 IN CRUSHED SURFACING BASE COURSE APPROVED BY: ZONAL - SUBMITTED BY: L. REDMAN 06/11 /2025 IR.PARGAS 50.0' R/W EX 10.5' THRU LANE EX 1.0' CURB 0.5' CURB 11.0' THRU LANE 33 CEMENT CONC TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 4S rRIDE BRT General Engineering Consultant 1DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH EX 11.0' THRU LANE SCALE: NTS Q J Q U FILENAME: 0 � w J S1-BT120-CRY101-106 z w SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: 1DATE: 12/10/2024 12/10/2024 EX 0.5' CURB R/W EX 5.0' SIDEWALK EX PLANTER CL EX0'-4.0' GORE 11.0' THRU LANE EX0'-11.0' TURN LANE GEOGRID (TYP) CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP) STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 CIVIL TYPICAL SECTIONS GRADY WAY R-433246 DEVELOPMENT ENGINEERING msippo 11 /25/2025 DRAWING No.: BT120-CRY104 FACILITY ID: BT120 SHEET No.: REV: 046 1 H H H N rr C'7 C'7 O O O I N Q J N C'7 Xrefs: M xBRT-CUD05-T xS1-BT120-CRY O 0 w c� 0 0 0 U 0 N m co 'o N co M 0 z w U) X w i w z w m c/) U) } 00 -O U �a (D N z N Y �o N a o U VARIES R/W 8.0' I 16.0' PLANTER _�_ I MULTI -PURPOSE PATH 1.5% 10.0' PLANTER EX 0.5' CURB 1.5% o 1.5/0 ....................... 8 ) \ (13) (12) I ( 8 VARIES BUS LAYOVER BAY VARIES 0.5' CURB GEOGRID (TYP) J CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP) BUS LAYOVER BAY TYPICAL SECTION GENERAL NOTES: 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2. SEE SHEETS BT120-RPP101-RPP107 AND BT120-RPP201-RPP205 FOR RIGHT-OF-WAY PLANS. 3. SEE SHEETS BT1 20-CAP1 01 -CAP1 07 AND BT1 20-CAP201 -CAP204 FOR ALIGNMENT PLANS. 4. SEE SHEETS BT120-CSP101-CSP107 AND BT120-CSP201-CSP205 FOR SITE PREPARATION PLANS. 5. SEE SHEETS BT120-CPP101-CPP106 AND BT120-CPP201-CPP205 FOR PAVING PLANS. 6. SEE SHEETS BT120-GKZ001 AND BT120-GZN001-GZN007 FOR GENERAL KEY PLAN, GENERAL ABBREVIATIONS, AND GENERAL SYMBOLS AND LEGEND. 7. EXCAVATE AND DISPOSE OF OFFSITE THE TOP 1 FOOT OF EXISTING MATERIAL IN ACCORDANCE WITH LOCAL AND STATE REQUIREMENTS. SCARIFY AND RECOMPACT THE NEWLY EXPOSED MATERIAL AN ADDITIONAL DEPTH OF 1 FOOT THEN PERFORM REMAINING EARTHWORK OPERATIONS TO CONSTRUCT THE SUBGRADE. 1 06/13/2025 LBR DP I LBR ADDENDUM #1 12/10/2024 LBR LDG LBR ISSUED FORBID L0 No. DATE I DSN I CHK I APP I REVISION LEGEND*: 50.0' R/W EX 11.0' THRU LANE MATCH EX CRUSHED SURFACING TOP COURSE PLANTER STRIP ® CRUSHED SURFACING BASE COURSE HARDSCAPE SEE SHEETS GZN006 - GZN007 FOR * GENERAL SYMBOLS AND LEGEND - - GEOGRID CONSTRUCTION GEOTEXTILE FOR SEPARATION DESIGNED BY: L. REDMAN DRAWN BY: Y. SHEN L , 22025708 9 °���s o STEg CHECKED BY: D. POSTEN CL 10, EX 0' L 14.8' THRU LANE I TURNI LANE MATCH EX m=w EX0'-6.2' TURN LANE EX 1.0' CURB EX 12.0' THRU LANE EX ROADWAY SURFACE MATCH EXISTING DEPTHS ON ALL SAWCUTS (TYP) GRADY STA 155+86.56 TO STA 156+30.22 GRADY STA 156+60.18 TO STA 157+89.26 GEOGRID (TYP) CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP) GRADY STA 156+30.22 TO STA 156+60.18 GRADY STA 157+89.26 TO STA 158+33.94 GEOGRID (TYP) CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP) S G CTION GRADY STA 155+86.56 - STA 158+33. 44 HARDSCAPE TYPICAL SECTION CONSTRUCTION NOTES: 30 CEMENT CONC SIDEWALK PER CITY OF RENTON STD PLAN 102 O4 IN CRUSHED SURFACING TOP COURSE 80 SEE SHEETS BT120-LPP101-LPP106 AND BT120-LPP201-LPP205 FOR LANDSCAPE PLANTING PLAN O6 IN CRUSHED SURFACING BASE COURSE 12 5 IN HMA CL 1/2 IN PG 58H-22 APPROVED BY: ZONAL - SUBMITTED BY: L. REDMAN 06/11 /2025 R. PARGAS 50.0' R/W EX 11.0' THRU LANE R/W EX 4.0' PLANTER EX0'- 12.0' TURN LANE EX 0.5' CURB i VARIES CAR oAM/IKIf' I r1T CAR PARKING LOT TYPICAL SECTION 13 8 IN CRUSHED SURFACING BASE COURSE 18 4 IN HMA CL 1/2 IN PG 58H-22 24 12.5 IN CEMENT CONC PAVEMENT 33 CEMENT CONC TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 34 HARDSCAPE. SEE SHEETS BT120-LHD101-LHD109 FOR HARDSCAPE PLAN AND DETAILS 35 11 IN HMA CL 1/2 IN PG 58H-22 4,VrJ?IDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH SCALE: NTS Q J FILENAME: Q U co U) w J S1-BT120-CRY101-106 z w SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: DATE: 12/10/2024 12/10/2024 EX 5.0' OlrIC%AlA l IZ STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 CIVIL TYPICAL SECTIONS GRADY WAY AND PARKING LOTS R-433247 DEVELOPMENT ENGINEERING ff IL msippo 11 /25/2025 DRAWING No.: BT120-CRY105 FACILITY ID: BT120 SHEET No.: REV: 047 1 co N T N O O N CU A H H H co m N O O O 1 N Q J N C'7 Xrefs: M xBRT-CUD05-T xS1-BT120-CRY It O 0 LU IU A co 0 0 U 0 N m 0 N M IZI- 0 z w w I w Z °6 w m = I � co } 0� O � Q co Z_ co Y Lo >O N a_ o U R/W I SEE ARCHITECTURAL SHEET BT120-ASP201 FOR PROPOSED WORK HERE GEOGRID (TYP) CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP) EX SURFACE GENERAL NOTES: 38.0' - 42.8' R/W 8.0' 8.0' SIDEWALK PLANTER 0.5' CURB 5) l31 l81 33 1 ly VARIES RAINIER AND LAKE DRIVEWAY CL I 15.0' - 18.0' THRU LANE U 2 I Q GEOGRID (TYP) CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP) VARIES EG 0 SEE NOTE 7 GEOGRID (TYP) 12 13 CONSTRUCTION GEOTEXTILE LAKE STA 401+63.00 TO STA 402+15.00 FOR SEPARATION (TYP) R/W I 4"* L YPICAL SECTION 1 AKE STA 400+27.05 STA 402+78.45 38.1' - 78.8' CL R/W _ 3.0' 8.0' HARDSCAPE SIDEWALK 1.5% 13) (12 u 21.0' - 30.5' THRU LANE 0.0' - 17.2' THRU LANE EX 0' - 14.8' TURN LANE EX 0.5' CURB EX SURFACE rT__ - ZJJ 0.5' CURB EX SURFACE LAKE STA 402+20.57 TO STA 402+30.19 0.5' 1 LAKE STA 402+38.39 TO STA 402+41.30 CURB 1 8.0' SIDEWALK I 1 MATCH EX I -am- 1 3 LAKE STA 402+30.19 TO STA 402+38.39 16.7' - 22.6' THRU LANE 0.5' 0.5' CURB CURB 2.0% 1 2.0% 2.0% ... �-.......... .......... .................. 7= ................... 1 GEOGRID (TYP) 5 34 3 9 33 2 19 I CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP) i 4H'.�v �9) \ 3 CL VARIES 15.0' - 28.2 ' TRANSIT CENTER THRU LANE MATCH TRANSIT CENTERI VARIES 2.0% 24 �9 GEOGRID (TYP) CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP) 14.5' THRU LANE 2.0% 24 14.8' - 18.4' THRU LANE 11 EX VARIES SIDEWALK 0.5' CURB 0.5' CURB GEOGRID (TYP) CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP) LAKE STA 404+06.93 TO STA 404+31.66 LAKE AVE S TYPICAL SECTION VARIES PLANTER 0.5' CURB LAKE STA 402+78.45 - STA 404+31.66 12.0' THRU LANE CL 12.0' THRU LANE 1.5% �- 2.0% 2.0% I EG 8 33 j 12 13 I VARIES 0.5' VARIES 0' - 6.3' 1 0.5' SEE NOTE 7 BUS LAYOVER BAY CURB SIDEWALK PLANTER CURB GEOGRID (TYP) VARIES CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP) GEOGRID (TYP) I I 0 1 1 33 EG CONSTRUCTION I SEE NOTE 7 GEOTEXTILE FOR 24 9 11 3 5 8 33 1 GEOGRID (TYP) SEPARATION (TYP) CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP) RAILAKDW STA 716+00.00 TO STA 717+02.65 I I VARIES BUS LAYOVER BAY I VARIES 0.5' CURB VARIES PLANTER 1.5% - 2.5% VARIES TURNAROUND 1.3% 0 12 13 GEOGRID (TYP) CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP) RAILAKDW STA 718+27.00 TO STA 719+02.19 LAKE STA 404+91.15 TO STA 405+04.12 -' 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2. SEE SHEETS BT120-RPP101-RPP107 AND LAKE AVE S TYPICAL SECTION o 24 9 GEOGRID (TYP) EG BT120-RPP201-RPP205 FOR RIGHT-OF-WAY PLANS. LAKE STA 404+31.66 - STA 405+04.12 SEE NOTE 7 RAINIER AND LAKE DRIVEWAYS RAILAKDW STA 717+02.65 TO STA 717+28.45 CONSTRUCTION GEOTEXTILE 3. SEE SHEETS BT1 20-CAP1 01 -CAP1 07 AND TYPICAL SECTION FOR SEPARATION (TYP) BT1 20-CAP201 -CAP204 FOR ALIGNMENT PLANS. LEGEND*: RAILAKDW STA 716+00.00 -STA 722+12.25 4. SEE SHEETS BT120-CSP101-CSP107 AND CRUSHED SURFACING TOP COURSE CONSTRUCTION NOTES: BT120-CSP201-CSP205 FOR SITE PREPARATION PLANS. PLANTER STRIP 20 10 IN HMA CL 1/2 IN PG 58H-22 11 DOWELED CURB PER KCM STD 33 CEMENT CONC TRAFFIC CURB AND GUTTER PER 5. SEE SHEETS BT120-CPP101-CPP106 AND PLAN D109 CITY OF RENTON STD PLAN 101 BT120-CPP201-CPP205 FOR PAVING PLANS. CRUSHED SURFACING BASE COURSE 30 CEMENT CONC SIDEWALK PER CITY OF RENTON STD PLAN 102 12 5 IN HMA CL 1/2 IN PG 58H-22 34 HARDSCAPE. SEE SHEETS BT120-LHD101-LHD109 6. SEE SHEETS BT120-GKZ001 AND BT120-GZN001-GZN007 FOR HARDSCAPE FOR HARDSCAPE PLAN AND DETAILS GENERAL KEY PLAN, GENERAL ABBREVIATIONS, AND O 4 IN CRUSHED SURFACING TOP COURSE 13 8 IN CRUSHED SURFACING BASE COURSE GENERAL SYMBOLS AND LEGEND. SEE SHEETS GZN006 - GZN007 FOR * GENERAL SYMBOLS AND LEGEND 80 SEE SHEETS BT120-LPP101-LPP106 AND 14 PLANING BITUMINOUS PAVEMENT AND HMA CL 7. EXCAVATE AND DISPOSE OF OFFSITE THE TOP 1 FOOT OF BT120-LPP201-LPP205 FOR LANDSCAPE 1/2 IN PG 58H-22 OVERLAY EXISTING MATERIAL IN ACCORDANCE WITH LOCAL AND - - GEOGRID PLANTING PLAN R-433248 STATE REQUIREMENTS. SCARIFY AND RECOMPACT THE 19 10 IN CRUSHED SURFACING BASE COURSE NEWLY EXPOSED MATERIAL AN ADDITIONAL DEPTH OF 1 CONSTRUCTION GEOTEXTILE O 6 IN CRUSHED SURFACING BASE COURSE DEVELOPMENT ENGINEERING ' FOOT THEN PERFORM REMAINING EARTHWORK FOR SEPARATION 24 12.5 IN CEMENT CONC PAVEMENT OPERATIONS TO CONSTRUCT THE SUBGRADE. msippo 11/25/2025 DESIGNED BY: SCALE: STRIDE BUS RAPID TRANSIT DRAWING No.: L. REDMAN ��T H R�'Ij w NTS DRAWN BY: w wasf�r� Q < FILENAME: SOUTH RENTON TRANSIT CENTER BT120-CRY106 c Y. SHEN �� z w S1-BT120-CRY101-106 BT105 FACILITY ID: CHECKED BY:®tea, w� BRT General Engineering Consultant rJ?IDE z " SOUNDTRANSIT CONTRACT No.: CIVIL BT120 zzozs�oa 1 06/13/2025 LBR DP LBR ADDENDUM #1 D. POSTEN ��GrsTE¢�o � RTA/CN 0205-24 SHEET No.: REV: 0 12/10/2024 LBR LDG LBR ISSUED FOR BID APPROVED BY: ��sIONAL � SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: TYPICAL SECTIONS LAKE AVE S AND RAINIER AND LAKE DRIVEWAY 048 1 No. DATE DSN CHK APP REVISION L. REDMAN 06/11/2025 R. PARGAS 12/10/2024 J. ALTCHECH 19/10/2024 12/10/2024 m N T N O O N CU LO O O O T co co O O O N Q J Ap Xrefs: M xS1-BT120-VRX xS1-BTP120-VS xS1-BT120-CPP O xBRT-CUD05-T xS1-BTP120-GZ xS1-BT120-CAP 0 xS1-BT120-CMP xS1-BT120-CTP 1 xS1-BT120-CTN GB-SEAL-SS56 xS1-BT120-CDP 0 O U 0 N m co O (N CD CIO O 0 O V Z i J U) Z O z li °m 2 Y U U)j cf) m Y I Q U m -O U Q Q Z Y O> N o o U . �� ^� �i ,�• 0, co y1 • • L • ' • ��� • • Il ;ir"d • • �' �. cn • : �� L--4— ss ss-- •� �� • • Fn • • • IQ ��► • • • w-at I A-7-s- w-m W-j -idi FE IT m��S�i�=•Z,-�i'if.�i �-�. , ,��' • :�//?,ram=�_��_ _ wilpil in, I � M AO IWR lt� Jw Ir ► •' 1 ' I ° Rr--r :T, CROSS REFERENCING OF DRAWINGS BASE SHEET TITLE S s s s s s s 1"=20' DRAWING SETS S1-BT120-CTP101 S1-BT120-CTP102 S1-BT120-CTP103 S1-BT120-CTP104 S1-BT120-CTP105 S1-BT120-CTP106 NOT USED CROSS REFERENCING OF DRAWINGS BASE SHEET TITLE 201 202 203 204 s _ - - - - - - ED N 60 30 0 60 120 � !t-m� SCALE IN FEET DEVELOPMENT ENGINEERING R-433249 msippo 11 /25/2025 DESIGNED BY: SCALE: DRAWING No.: S. SRIDHARAN WSRIA& < -j 1 -80 STRIDE BUS RAPID TRANSIT BT120-CTP100 DRAWN BY:�4� wAsh�q�' : Q U FILENAME: SOUTH RENTON TRANSIT CENTER 4S U) U) INC H.ONG 3� r~' CONSULTING�„�,� w S1-BT120-CTP1oo BT105 FACILITY ID: CHECKED BY: BRT General Engineering Consultant LL SovN�T►�Nsir CONTRACT No.: CIVIL BT120 1 06/13/2025 SS RP SS ADDENDUM #1 R. PARISH �� ��5 ST � ���ww ,Y RA RTA/CN 0205-24 SHEET No.: REV: 0 12/10/2024 SS RP SS ISSUED FOR BID APPROVED BY: I AL �� SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: TESC PLAN 049 1 No. DATE DSN CHK APP REVISION S. SRIDHARAN 6 9 2025 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 AREA PLAN AND GENERAL NOTES • ML Lm I ONE& 19 � v 20 l/• I n Po I 1 , _ __ �y • .�� ♦'=i► /may f �' • • �i, ,li ''"''kwa.,�... .. rya • rcn • ..• oll III \ •� // `► li�� �� i • r MjM►►iilt __ , C,y,; • �j -gLV ✓■ ����' ' • • -. cn `�;�� •L LL00) 10 CID 0 O N Q J N co Xrefs: co xS1-BT120-VRX xS1-BTP120-VS xS1-BT120-CPP(O xBRT-CUD05-T xS1-BTP120-GZ xS1-BT120-CAP xS1-BT120-CMP 0 xS1-BT120-CTP 1 1 xS1-BT120-CTN Uj GB-SEAL-SS56 xS 1-BT120-CD P xS1-BT120-RPP001 xS1-BT120-CZN002 ®R CD 0 U 6 N m co CD N CIO It 0 0 O 0 z J U) z O z IY m C� Y U U)j C m y Q U m — O U Q Q N (� z Y O> N o 0- o U p O m\ G \ \ rn \ m r:70 r \ p � �m \ \ I \ m \ �~ �~ ytirnrnN�iZ5 N10 p, --rj"i zwn O00 Ogoo it,o o (3) cfloN V � \ O — E -PSE — ELF m __3 � 1 IF c OF y� � rn ___ __ - —Z \— — PS9 GA9° _ _�qs coMCAsr — IF F�ti�� o m I �, \ I I o m ss ----} ss " Z � � RF�� \ O \ \ \ \\ m I 10 ,�N \ I N?v L --A N)--i __SS W---- W--L—� W— -- W-----tea---AA \ --- Wn---t— nn� --- � I � , i °° � z / \ ---- ss --__ ss __ --__�_ ► II — \ICI No�N m \ \ p I m m rN���o o \\ \ I jlj o RAINIERAVES m�� o oti o �`�\ om� m Il l NON ' c GRADY 150+00 RAINIER 200+00 \ p rn I I -__ -- m _ \_ RAIN IER201+00 _-_ / RAINIER202+00 RAINIER203+00-- n / - -_- _-- _-- \ p \It—F?a \ RAINIER STA200+00.07 �m�tn mI 'mFfiF-n o \ =GRADY STA150+00.02 ��°m °� \ ID \ ti \ ti '��, \ �O w�N,N \ wzvoNon owo�z r O ry Z c6 p iv u' cNn ~ p \ ti V � O I N p �' W \ \ N lu N -0 S-1-e- —- 3 QEPd�T6f l— 3 O obi ti O m c� 'Nn�nnnZ -6-6��r� r W knknlluj �? w rvy O `" I I p p a� 0 �. 00 1p V � .p Oo _ 12"w -t IIIL— WI-12-� - — _� - 2-—''14-�— - N fcn ---- rpp � N �' W Q „8 5 _ _ _ N () C p \ � ° of .� U, FO \ p WC — SD 0 \ \A, p4 L MATCHLINE: SEE DWG BT120-CTP205 LEGEND: SF SF m .� LLI Q = LLI co p INLET PROTECTION SILT FENCE o CONSTRUCTION FENCE STABILIZED CONSTRUCTION ENTRANCE �, �, �, �, �, �, �, �, �, �, �, CONCRETE WASHOUT AREA GENERAL NOTES: KEY NOTES: CONSTRUCTION PHASES: 1. CONTRACTOR SHALL MAINTAIN AND ADJUST O WHERE CURB INLETS ARE PRESENT, INSTALL INLET TEMPORARY EROSION AND SEDIMENT CONTROL PROTECTION PER COR STD PLAN 216.30 AND PLACE NOTE THAT THE CONSTRUCTION PHASING BELOW IS A RECOMMENDATION AND THE CONTRACTOR MAY (TESC), AS NEEDED. SANDBAGS BARRIER UPSTREAM OF CATCH BASIN PER COR REVISE THE PHASING AS SUITABLE FOR THE PROJECT CONSTRUCTION SEQUENCE. 2. PROTECT EXISTING TREES AND SHRUBS UNLESS STD. PLAN 216.50. SEE DRAWING BT120-CTD102 AND — NOTED FOR REMOVAL. FOR SITE PREPARATION BT120-CTD103 FOR DETAILS. PHASE 1 \C� PLANS, SEE DRAWINGS BT120-CSP101-106, AND COMPLETE ALL DEMOLITION AND CONSTRUCTION ALONG RAINIER AVE S INCLUDE THE FOLLOWING:- BT120-CSP201-205. • RAINIER AVE S/HARDIE AVE SW INTERSECTION IMPROVEMENTS. -ice' 3. PROTECT EXISTING DRAINAGE STRUCTURES SUCH • SOUTHBOUND LEFT -TURN LANE AT RAINIER AVE S/HARDIE AVE SW INTERSECTION. _ AS CATCH BASINS, MANHOLES AND PIPES UNLESS NOTED FOR REMOVAL. SEE DRAWINGS PHASE 2 103 1 BT120-CSP101-106, AND BT120-CSP201-205. � I ,, I UPDATES TO ROW COMPLETE ALL DEMOLITION AND CONSTRUCTION ALONG NORTH SIDE OF S GRADY WAY INCLUDE THE I SEE SHEETS 4. FOR DRAINAGE PLANS, SEE DRAWINGS FOLLOWING: ► BT120-RPP101-BT120-RPP102 BT120-CDP101-106, AND BT120-CDP201-205. • ROADWAY ( TWO WESTBOUND LANES) AND DRAINAGE IMPROVEMENTS. BT120-RPP1 05-BT120-RPP1 06 5. CLEARING LIMITS IN LANDSCAPING AREAS WITHIN • SIDEWALK AND LANDSCAPE AREA. 102 201 - 107 BT1 20-RPP201 -BT1 20-RPP205 THE PROJECT LIMITS SHALL BE DELINEATED WITH >,. o s 202 106 SILT FENCE INSTALLED AT A 2-FOOT OFFSET FROM PHASE 3 THE INSIDE OF THE CHAIN LINK FENCE EXCEPT AT COMPLETE ALL DEMOLITION AND CONSTRUCTION WITHIN THE LAKE AVE S INCLUDE THE FOLLOWING: 203 �� 204 - DRIVEWAY AND SIDEWALK LOCATIONS. • TRANSIT CENTER EAST ENTRANCE/EXIT CONNECTION TO LAKE AVE S. 205 6. AT A MINIMUM, DISTURBED AREAS SHALL BE • ROADWAY AND DRAINAGE IMPROVEMENTS. 105 N SODDED OR SEEDED AND MULCHED TO ENSURE . SIDEWALK AND LANDSCAPE AREA. 101 104 THAT SUFFICIENT COVER WILL DEVELOP SHORTLY _ AFTER FINAL APPROVAL. CONCURRENT TO CONSTRUCTION PHASES S 7. USE WSDOT STANDARD SPECIFICATIONS UNLESS WA COMPLETE ALL DEMOLITION AND CONSTRUCTION WITHIN THE PROJECT SITE INCLUDE THE FOLLOWING: I 20 10 0 20 40 OTHERWISE NOTED. • SRTC ZONE A - TRANSIT CENTER. 8. AN ADMINISTRATIVE ORDER WAS ISSUED WITH THE • SRTC ZONE B - BUS LAYOVER AREA. NPDES CONSTRUCTION PERMIT FOR THE PROJECT. • SRTC ZONE C - INTERNAL ACCESSES, SIDEWALK, BIORETENTION SWALE AND LANDSCAPE AREA. KEY MAP SCALE IN FEET STORMWATER TREATMENT AND SAMPLING IS • SURFACE PARKING AREA. DEVELOPMENT ENGINEERING u REQUIRED AS PART OF THE PERMIT. SEE NPDES R-433250 msippo 11/25/2025 PERMIT WAR314062 FOR DETAILS. DESIGNED BY: SCALE: DRAWING No.: S. SRIDHARAN ���� SRI Q J 1"-20' STRIDE BUS RAPID TRANSIT BT120-CTP101 DRAWN BY: y� : U FILENAME: SOUTH RENTON TRANSIT CENTER c) cn 4S H. ONG INCORPORATEDCONSULTING �u S1-BT120-CTP101-106 BT105 FACILITY ID: CHECKED BY: o ®)� BRT General Engineering Consultant � LL SovN�TRaNs�r CONTRACT No.: CIVIL BT120 1 06/13/2025 SS RP SS ADDENDUM #1 R. PARISH°�� SST �7 RTA/CN 0205-24 SHEET No.: REV: I ��� TESC PLAN 0 12/10/2024 SS RP SS ISSUED FOR BID APPROVED BY: AL SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: 050 1 No. DATE DSN CHK APP REVISION S. SRIDHARAN 6 9 2025 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 RAINIER STA 200+00 TO RAI N ER STA 204+00 c'7 N T O N CU C'7 O O i N Q J co Xrefs: co xS1-BT120-VRX xS1-BTP120-VS xS1-BT120-CPP O xBRT-CUD05-T xS1-BTP120-GZ xS1-BT120-CAP xS1-BT120-CMP 0 xS1-BT120-CTP 1 1 xS1-BT120-CTN GB-SEAL-SS56 I'-- xS 1-BT120-CD P xS1-BT120-RPP001 xS1-BT120-CZN002 ®R 0 0 6 N m co 0 N It 0 0 O z J U) z O z O m U� Y U U)j U) m y w U) m — O U Q Q N (� z Y O> N o o U OEXIST. CB NOT SHOWN IN VIEWPORT. APPROX. LOCATION AT STA 308+25.7, 23.0' RT \ s 1^ l000 N4.,! pP c mod''/ / S FO N C \ fY 3 � � /s° W � Q-A N c' P� � �Ao � cs` c9 O \ 0 -o SS / 100 101, CD f1'$ , 0' EX ROW `�; �� co O SIG / / , - 1" pP g; Q � ELE ('l Q EX ROW iT E —� DP 48 DP� ♦ �` a r "D _ 5' D 5'9" DP 51101, DP ' 5R„ � DP / F / -t — 2" D 3 5" DP ►� 3 3' G F Z 0 m �' HH 1-4 �-� — 32„ �fp 01_ - AS- - — FO — _ Q / i / ` p �p"u C HH U 9 "' DP 3 9" _ — — F = = = ` FO — ` pwft = 'A -wo z S TC 609+53 _ (� 21r� / ss� ��' - w►-►'�D'� o�m G sw W _ _ oo -o m A V / �J _ r RTpN \ of o uj �� f=i E__---E ��+ - N m� RA/N/ER AVE $� I W `� — — — vn-12"� s 1 ` 2 m i z—rAr - , Im r s mm mm� / ' �m m� S TC 6 0+00 o N TC 510+00 �, N + m N -A �� N Cn 4 _--Nc3� of �'� �Z -- �Z m r� GV 11 76 RAINIER 206+00 LA DS�HrIIV _ � m '� _� I 1 I �Z RAINIER 205+00 0ll S TC STA 610+02.99 A/ = RAINIER STA 206+67.81 N ���\ N TC STA 510+04.91 R 20 +00 RAINIER STA 207+16.93 GENERAL NOTES: Z A I O? KEY NOTES: N Nz m 'IN \= � �zmm N o �m RAINIER 207+00 o No w N p-I � � � � Z m p T I' 92"b ,3WV MATCHLINE: MATCHLINE: SEE DWG BT120-CTP203 SEE DWG BT120-CTP201 1 1. CONTRACTOR SHALL MAINTAIN AND ADJUST O1 WHERE CURB INLETS ARE PRESENT, INSTALL INLET LEGEND: TEMPORARY EROSION AND SEDIMENT CONTROL PROTECTION PER COR STD PLAN 216.30 AND PLACE SANDBAGS (TESC), AS NEEDED. BARRIER UPSTREAM OF CATCH BASIN PER COR STD. PLAN INLET PROTECTION 2. PROTECT EXISTING TREES AND SHRUBS UNLESS 216.50. SEE DRAWING BT120-CTD102 AND BT120-CTD103 FOR NOTED FOR REMOVAL. FOR SITE PREPARATION DETAILS. SF SF SILT FENCE PLANS, SEE DRAWINGS BT120-CSP101-106, AND ` BT120-CSP201-205. O2 INSTALL INLET PROTECTION PER COR STD PLAN 216.30. SEE COMPOST SOCK 3. PROTECT EXISTING DRAINAGE STRUCTURES SUCH DRAWING BT120-CTD102 FOR DETAILS. AS CATCH BASINS, MANHOLES AND PIPES UNLESS CONSTRUCTION FENCE NOTED FOR REMOVAL. SEE DRAWINGS 103 1 UPDATES TO ROW BT120-CSP101-106, AND BT120-CSP201-205. O4 INSTALL COMPOST SOCK PER WSDOT STD PLAN 1-30.40-02. STABILIZED CONSTRUCTION ENTRANCE SEE SHEETS 4. FOR DRAINAGE PLANS, SEE DRAWINGS WHEN COMPOST SOCKS ARE USED ON PAVEMENT, HEAVY BT120-RPP101-BT120-RPP102 BT120-CDP101-106, AND BT120-CDP201-205. CONCRETE BLOCKS SHALL BE USED TO PREVENT THE 5. CLEARING LIMITS IN LANDSCAPING AREAS WITHIN BT120-RPP105-BT120-RPP106 COMPOST SOCK FROM MOVING DURING RAINFALL/RUNOFF ' �' �' �' �' �' �' �' �' �' �' � CONCRETE WASHOUT AREA 102 201 � � � 107 BT1 20-RPP201 -BT1 20-RPP205 THE PROJECT LIMITS SHALL BE DELINEATED WITH EVENTS. z� _ 202 _� 106 SILT FENCE INSTALLED AT A 2-FOOT OFFSET FROM 203 THE INSIDE OF THE CHAIN LINK FENCE EXCEPT AT 204 DRIVEWAY AND SIDEWALK LOCATIONS. 205 - /• I 105, 6. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE 101 104 THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. S OVA 7. USE WSDOT STANDARD SPECIFICATIONS UNLESS 20 10 0 20 40 OTHERWISE NOTED. 8. AN ADMINISTRATIVE ORDER WAS ISSUED WITH THE NPDES CONSTRUCTION PERMIT FOR THE PROJECT. KEY MAP SCALE IN FEET STORMWATER TREATMENT AND SAMPLING IS 0 REQUIRED AS PART OF THE PERMIT. SEE NPDES R-433251DEVELOPMENT ENGINEERING PERMIT WAR314062 FOR DETAILS. msippo 11/25/2025 DESIGNED BY: SCALE: DRAWING No.: S. SRIDHARAN � SRI Q J 1"-20' STRIDE BUS RAPID TRANSIT BT120-CTP102 DRAWN BY: y� : U FILENAME: SOUTH RENTON TRANSIT CENTER ti p U) c/) H. ONG � �,.�,, TED w S1-BT120-CTP101-106 BT105 FACILITY ID: INCCHECKED BY: lo d BRT General Engineering Consultant � LL SovN�TRaNs�r CONTRACT No.: BT120 1 06/13/225 SS RP SS ADDENDUM #1 R. PARISH°�� SST CIVIL �° ��w� RTA/CN 0205-24 SHEET No.: REV: I ��� TESC PLAN 0 12/10/2024 SS RP SS ISSUED FOR BID APPROVED BY: AL SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: 051 1 No. DATE DSN CHK APP REVISION S. SRIDHARAN 6 9 2025 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 RAI N ER STA 204+00 TO RAINIER STA 208+50 co T O N U co O O i N Q J N co Xrefs: co xS1-BT120-VRX xS1-BTP120-VS xS1-BT120-CPP O xBRT-CUD05-T xS1-BTP120-GZ xS1-BT120-CAP xS1-BT120-CMP 0 xS1-BT120-CTP 1 1 xS1-BT120-CTN GB-SEAL-SS56 xS 1-BT120-CD P xS1-BT120-RPP001 xS1-BT120-CZN002 ®R 0 0 0 N m co 0 N It 0 0 O U C� z J U) z O z IY m U� C� Y U U)j C m y U m — O U Q Q co z Y O> N o o U --- —� -- F& FO — c \ � NS�'W& cp COMCAST — \ — FO C FO Cc'le-\ SEE — — — SD — — — — SD — — — — SD It.— FO — — — — FO — — — — FO — —— —FO— —FO- -- -- NN�' O SW 7TH ST 250+00 ^p I RAINIER 212+00 \ \s0 RAINIER 213+00 SW 7TH ST STA 249+99.98 , = RAINIER STA 212+42.13 vv— RAINII CF �L / FO--1--FO----F T — tpANO j� o loll N , \� 00 GENERAL NOTES: KEY NOTES: 1. CONTRACTOR SHALL MAINTAIN AND ADJUST O1 WHERE CURB INLETS ARE PRESENT, INSTALL INLET LEGEND: TEMPORARY EROSION AND SEDIMENT CONTROL PROTECTION PER COR STD PLAN 216.30 AND PLACE SANDBAGS 13 (TESC), AS NEEDED. BARRIER UPSTREAM OF CATCH BASIN PER COR STD. PLAN INLET PROTECTION 2. PROTECT EXISTING TREES AND SHRUBS UNLESS 216.50. SEE DRAWING BT120-CTD102 AND BT120-CTD103 FOR NOTED FOR REMOVAL. FOR SITE PREPARATION DETAILS. SF SF SILT FENCE PLANS, SEE DRAWINGS BT120-CSP101-106, AND • ` BT120-CSP201-205. O2 INSTALL INLET PROTECTION PER COR STD PLAN 216.30. SEE COMPOST SOCK 3. PROTECT EXISTING DRAINAGE STRUCTURES SUCH DRAWING BT120-CTD102 FOR DETAILS. AS CATCH BASINS, MANHOLES AND PIPES UNLESS CONSTRUCTION FENCE 103 NOTED FOR REMOVAL. SEE DRAWINGS BT120-CSP101-106, AND BT120-CSP201-205. O4 INSTALL COMPOST SOCK PER WSDOT STD PLAN 1-30.40-02. STABILIZED CONSTRUCTION ENTRANCE 4. FOR DRAINAGE PLANS, SEE DRAWINGS WHEN COMPOST SOCKS ARE USED ON PAVEMENT, HEAVY ti BT120-CDP101-106, AND BT120-CDP201-205. CONCRETE BLOCKS SHALL BE USED TO PREVENT THE 5. CLEARING LIMITS IN LANDSCAPING AREAS WITHIN COMPOST SOCK FROM MOVING DURING RAINFALL/RUNOFF CONCRETE WASHOUT AREA 102 201 107 THE PROJECT LIMITS SHALL BE DELINEATED WITH EVENTS. _ 202 _� 106 SILT FENCE INSTALLED AT A 2-FOOT OFFSET FROM THE INSIDE OF THE CHAIN LINK FENCE EXCEPT AT 203 204 DRIVEWAY AND SIDEWALK LOCATIONS. 205. - /• I 105 6. AT A MINIMUM, DISTURBED AREAS SHALL BE � r SODDED OR SEEDED AND MULCHED TO ENSURE 101 104 IV THAT SUFFICIENT COVER WILL DEVELOP SHORTLY 7 AFTER FINAL APPROVAL. "Alj�iil 7. USE WSDOT STANDARD SPECIFICATIONS UNLESS 1N 20 10 0 20 40 OTHERWISE NOTED. 8. AN ADMINISTRATIVE ORDER WAS ISSUED WITH THE •'''' NPDES CONSTRUCTION PERMIT FOR THE PROJECT. KEY MAP SCALE IN FEET STORMWATER TREATMENT AND SAMPLING IS DEVELOPMENT ENGINEERING REQUIRED AS PART OF THE PERMIT. SEE NPDES R-433252 PERMIT WAR314062 FOR DETAILS. msippo 11/25/2025 DESIGNED BY: SCALE: DRAWING No.: S. SRIDHARAN ���� SRI Q J 1"20 -' STRIDE BUS RAPID TRANSIT BT120-CTP103 DRAWN BY: y� 6l : U FILENAME: SOUTH RENTON TRANSIT CENTER ` , (n (n NSULTING H. ONG INCORPORATED Lu S1-BT120-CTP101-106 BT105 FACILITY ID: CHECKED BY: o ®)� BRT General Engineering Consultant � LL SovN�TRaNs�r CONTRACT No.: BT120 1 06/13/2025 SS RP SS ADDENDUM #1 R. PARISH°ST �� S�° ��w� RTA/CN 0205-24 SHEET No.: REV: I �CIVIL 0 12/10/2024 SS RP SS ISSUED FOR BID APPROVED BY: AL SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: TESC PLAN 052 1 No. DATE DSN CHK APP REVISION S. SRIDHARAN 6-9-2025 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 RAINIER STA 208+50 TO RAINIER STA 212+42.13 co N T O N CU co N O O N Q J N co Xrefs: xS1-BT120-VRX xS1-BTP120-VS xS1-BT120-CPP xBRT-CUD05-T xS1-BTP120-GZ xS1-BT120-CAP xS1-BT120-CMP 0 xS1-BT120-CTP 1 1 xS1-BT120-CTN GB-SEAL-SS56 xS 1-BT120-CD P xS1-BT120-RPP001 xS1-BT120-CZN002 ®R 0 0 p U 0 N m co 0 N It 0 0 O U c� z J U) z O U z IY O m O C� Y C� U)j C m U m —O U Q¢ co z_ O o o U GENERAL NOTES: KEY NOTES: 1. CONTRACTOR SHALL MAINTAIN AND ADJUST TEMPORARY EROSION AND SEDIMENT CONTROL (TESC), AS NEEDED. 2. PROTECT EXISTING TREES AND SHRUBS UNLESS NOTED FOR REMOVAL. FOR SITE PREPARATION PLANS, SEE DRAWINGS BT120-CSP101-106, AND BT120-CSP201-205. 3. PROTECT EXISTING DRAINAGE STRUCTURES SUCH AS CATCH BASINS, MANHOLES AND PIPES UNLESS NOTED FOR REMOVAL. SEE DRAWINGS BT120-CSP101-106, AND BT120-CSP201-205. 4. FOR DRAINAGE PLANS, SEE DRAWINGS BT120-CDP101-106, AND BT120-CDP201-205. 5. CLEARING LIMITS IN LANDSCAPING AREAS WITHIN THE PROJECT LIMITS SHALL BE DELINEATED WITH SILT FENCE INSTALLED AT A 2-FOOT OFFSET FROM THE INSIDE OF THE CHAIN LINK FENCE EXCEPT AT DRIVEWAY AND SIDEWALK LOCATIONS. 6. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. 7. USE WSDOT STANDARD SPECIFICATIONS UNLESS OTHERWISE NOTED. 8. AN ADMINISTRATIVE ORDER WAS ISSUED WITH THE NPDES CONSTRUCTION PERMIT FOR THE PROJECT. STORMWATER TREATMENT AND SAMPLING IS REQUIRED AS PART OF THE PERMIT. SEE NPDES PERMIT WAR314062 FOR DETAILS. 1 06/13/2025 SS RP I SS ADDENDUM #1 0 12/10/2024 SS RP SS ISSUED FOR BID No. DATE DSN CHK APP REVISION MATCHLINE: SEE DWG BT120-CTP205 O1 WHERE CURB INLETS ARE PRESENT, INSTALL INLET PROTECTION PER COR STD PLAN 216.30 AND PLACE SANDBAGS BARRIER UPSTREAM OF CATCH BASIN PER COR STD. PLAN 216.50. SEE DRAWING BT120-CTD102 AND BT120-CTD103 FOR DETAILS. O2 INSTALL INLET PROTECTION PER COR STD PLAN 216.30. SEE DRAWING BT120-CTD102 FOR DETAILS. OINSTALL SILT FENCE PER COR STD PLAN 214.00 �:7) INSTALL CONSTRUCTION FENCE - 6 FOOT HIGH CHAIN LINK FENCE WITH BLUE FABRIC MESH AND SOUND TRANSIT LOGO DESIGNED BY: S. SRIDHARAN DRAWN BY: H. ONG CHECKED BY: R. PARISH APPROVED BY: S. SRIDHARAN #- SUBMITTED BY: 6-9-2025 R. PARGAS LEGEND: SF p INLET PROTECTION SF SILT FENCE CONSTRUCTION FENCE STABILIZED CONSTRUCTION ENTRANCE CONCRETE WASHOUT AREA Q 4Sr)?IDE QI V=mw U U)_ co W J BRT General Engineering Consultant J LL SDUNDTRANSIT DATE: REVIEWED BY: DATE: 12/10/2024 J. ALTCHECH 12/10/2024 SCALE: 1 "=20' FILENAME: S1-BT120-CTP101-106 CONTRACT No.: RTA/CN 0205-24 DATE: 12/10/2024 MATCHLINE: SEE DWG BT120-CTP204 KEY MAP 20 10 0 20 40 SCALE IN FEET DEVELOPMENT ENGINEERING R-433253 msippo 11 /25/2025 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 CIVIL TESC PLAN G RADY STA 151 +00 TO G RADY STA 156+50 DRAWING No.: BT120-CTP104 FACILITY ID: BT120 SHEET No.: REV: 053 1 N T N 0 0 N CU LO V J 0 0 0 0 T rr n cy) co O O O N Q J N co Xrefs: co xS1-BT120-VRX xS1-BTP120-VS xS1-BT120-CPP 0 xBRT-CUD05-T xS1-BTP120-GZ xS1-BT120-CAP xS1-BT120-CMP 0 xS1-BT120-CTP 1 1 xS1-BT120-CTN ui GB-SEAL-SS56 xS 1-BT120-CD P xS1-BT120-RPP001 xS1-BT120-CZN002 ®R c� 0 0 0 N m 0 N 0 0 0 c� z J U) z 0 z Ir m Y (D U) clf) m y Q w U) m —o U Q¢ co z Y N 0 1 0 o o U No. J W = W F- Q GENERAL NOTES: 1. CONTRACTOR SHALL MAINTAIN AND ADJUST TEMPORARY EROSION AND SEDIMENT CONTROL (TESC), AS NEEDED. 2. PROTECT EXISTING TREES AND SHRUBS UNLESS NOTED FOR REMOVAL. FOR SITE PREPARATION PLANS, SEE DRAWINGS BT120-CSP101-106, AND BT120-CSP201-205. 3. PROTECT EXISTING DRAINAGE STRUCTURES SUCH AS CATCH BASINS, MANHOLES AND PIPES UNLESS NOTED FOR REMOVAL. SEE DRAWINGS BT120-CSP101-106, AND BT120-CSP201-205. 4. FOR DRAINAGE PLANS, SEE DRAWINGS BT120-CDP101-106, AND BT120-CDP201-205. 5. CLEARING LIMITS IN LANDSCAPING AREAS WITHIN THE PROJECT LIMITS SHALL BE DELINEATED WITH SILT FENCE INSTALLED AT A 2-FOOT OFFSET FROM THE INSIDE OF THE CHAIN LINK FENCE EXCEPT AT DRIVEWAY AND SIDEWALK LOCATIONS. 6. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. 7. USE WSDOT STANDARD SPECIFICATIONS UNLESS OTHERWISE NOTED. 8. AN ADMINISTRATIVE ORDER WAS ISSUED WITH THE NPDES CONSTRUCTION PERMIT FOR THE PROJECT. STORMWATER TREATMENT AND SAMPLING IS REQUIRED AS PART OF THE PERMIT. SEE NPDES PERMIT WAR314062 FOR DETAILS. 06/13/2025 SS RP SS ADDENDUM #1 12/10/2024 SS RP SS ISSUED FOR BID DATE DSN CHK APP REVISION KEY NOTES: O2 INSTALL INLET PROTECTION PER COR STD PLAN 216.30. SEE DRAWING BT120-CTD102 FOR DETAILS. O3 INSTALL SILT FENCE PER COR STD PLAN 214.00 O7 INSTALL CONSTRUCTION FENCE - 6 FOOT HIGH CHAIN LINK FENCE WITH BLUE FABRIC MESH AND SOUND TRANSIT LOGO. OCONSTRUCTION RUNOFF TO BE CONVEYED TO A CONTRACTOR DESIGNED STORAGE/TREATMENT SYSTEM, WHICH MAY INCLUDE TEMPORARY SURFACE WATER DETENTION VAULT AND TEMPORARY SEDIMENT POND/TANKS. TEMPORARY DITCHES MAY BE MOSTLY USED DUE TO SITE TOPOGRAPHY, BUT TEMPORARY CATCH BASINS AND STORM DRAINS MAY BE ADDED WHERE NECESSARY. DISCHARGE TO NEAREST PERMITTED DISCHARGE LOCATION WHEN STORMWATER MEETS PROJECT PERMIT REQUIREMENTS. NOTE THAT THESE TESC MEASURES WILL BE COVERED WITHIN THE CONTRACTOR'S MEANS AND METHODS AND THE CONTRACTOR WILL EMPLOY THE APPROPRIATE METHODOLOGY BASED ON SITE STAGING AND PROVIDE UPDATES TO THE SWPPP AS REQUIRED. DESIGNED BY: S. SRIDHARAN DRAWN BY: H. ONG CHECKED BY: R. PARISH APPROVED BY: S. SRIDHARAN #_ SUBMITTED BY: 6-9-2025 R. PARGAS MATCHLINE: LAKE STA 401+50 SEE DWG BT120-CTP106 I I OqD 2-PSE r L r � GND R,61 D41T_ /5/7jP A7_3 .5'TwOh'O, C'9NDSCgP/NG DID A/OT SF/V O / - S r r r r c�0 i / / cROsstvAl � r i r R/44 ZS,13 NEED] TRA, ,,,/C,CONTR OZ 50 i O� S —E� 2-PSE B,XAPE /E /2„RCPI RC WA7 2/ PA ,DY 159+00 50 �E"°EGRADY 160+00 GRADY 160+46 ll 12 RCP N /E12„RCP E 211 --21. . 210 FO — — — FO '7BO ---�FO — — — — Fig)— --T FO--- FO T 1g8 — FO — — — — FO — — — — FO — — — — FO --- FO — — — — FC 1 / O 2-Z4 Y0 FO ----IFO ---� FO —7— FO --- FO --- FO — — — — FO — — — — FO — — — FO — — — — FC / /--i-- FO — — — FO — — — — FC / O —FO— —FO FO — — J- — FO — — — — FO — CENTUR�S�IK FO — — — 9/ svv ,6„58'_DP 48"DP su-3DP —__E-----E--- ��3;,OT 49-DP: II'DP -- "�P— �� S rMH of -P 5'8 D FO -- FO — 12 OP FO00 KEY NOTES: 10 POTENTIAL TEMPORARY SEDIMENT STORAGE TANKS AND STORMWATER TREATMENT SYSTEM SET-UP AREA. CONTRACTOR TO FIELD LOCATE AS NECESSARY, USE THIS SYSTEM PRIOR TO WATER QUALITY FACILITY CONSTRUCTION OR IN CONJUNCTION WITH TEMPORARY SURFACE WATER DETENTION VAULT TO MEET THE SITE FLOW AND WATER QUALITY PERMIT DISCHARGE REQUIREMENTS. CONTRACTOR SHALL DETERMINE NUMBER OF TANKS REQUIRED BASED ON STAGING. SEE CONSTRUCTION STORMWATER VOLUMES AND FLOW RATES TABLE ON DRAWING BT120-CTN-101. LEGEND: SF ❑ INLET PROTECTION SF SILT FENCE ''i"-'i---i'--i---i--i'�-i'�-i'�-i--i'�-i'�-i-�i •-pilllllilib • CONSTRUCTION FENCE STABILIZED CONSTRUCTION ENTRANCE CONCRETE WASHOUT AREA SCALE: J 1 "=20' Q Q FILENAME: 4S w J S1-BT120-CTP101-106 BRT General Engineering Consultant J LL SDUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: REVIEWED BY: DATE: DATE: 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 KEY MAP UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT1 20-RPP201 -BT1 20-RPP205 20 10 0 20 40 SCALE IN FEET R-43=3254DEVELOPMENT ENGINEERING msippo 11 /25/2025 DRAWING No STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 CIVIL TESC PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 BT120-CTP105 FACILITY ID: BT120 SHEET No.: REV: 054 1 C'7 N T N 0 N CU co 0 0 i 4 N Q J N co Xrefs: co xS1-BT120-VRX xS1-BTP120-VS xS1-BT120-CPP ' 0 xBRT-CUD05-T xS1-BTP120-GZ xS1-BT120-CAP xS1-BT120-CMP 0 xS1-BT120-CTP 1 1 xS1-BT120-CTN GB-SEAL-SS56 xS 1-BT120-CD P xS1-BT120-RPP001 xS1-BT120-CZN002 ®R c� 0 0 p 0 N m co 0 N It 0 0 O z J U) z O z Ir m Y C� U) C m U m —o U Q¢ co z Y O o o U h0 �x 00 �h 4, V� 30----3C �CISTING FENCI REMAIN UNTIL F COMPLETE \ \ \ c GENERAL NOTES: MATCHLINE: SEE DWG BT120-CTP204 1. CONTRACTOR SHALL MAINTAIN AND ADJUST TEMPORARY EROSION AND SEDIMENT CONTROL (TESC), AS NEEDED. 2. PROTECT EXISTING TREES AND SHRUBS UNLESS NOTED FOR REMOVAL. FOR SITE PREPARATION PLANS, SEE DRAWINGS BT120-CSP101-106, AND BT120-CSP201-205. 3. PROTECT EXISTING DRAINAGE STRUCTURES SUCH AS CATCH BASINS, MANHOLES AND PIPES UNLESS NOTED FOR REMOVAL. SEE DRAWINGS BT120-CSP101-106, AND BT120-CSP201-205. 4. FOR DRAINAGE PLANS, SEE DRAWINGS BT120-CDP101-106, AND BT120-CDP201-205. 5. CLEARING LIMITS IN LANDSCAPING AREAS WITHIN THE PROJECT LIMITS SHALL BE DELINEATED WITH SILT FENCE INSTALLED AT A 2-FOOT OFFSET FROM THE INSIDE OF THE CHAIN LINK FENCE EXCEPT AT DRIVEWAY AND SIDEWALK LOCATIONS. 6. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. 7. USE WSDOT STANDARD SPECIFICATIONS UNLESS OTHERWISE NOTED. 8. AN ADMINISTRATIVE ORDER WAS ISSUED WITH THE NPDES CONSTRUCTION PERMIT FOR THE PROJECT. STORMWATER TREATMENT AND SAMPLING IS REQUIRED AS PART OF THE PERMIT. SEE NPDES PERMIT WAR314062 FOR DETAILS. 1 06/13/2025 SS RP I SS ADDENDUM #1 0 12/10/2024 SS RP SS ISSUED FOR BID No. DATE DSN CHK APP REVISION W=V Klr%TCC- MATCHLINE: SEE DWG BT120-CTP202 MATCHLINE: NOT USED THIS SERIES O2 INSTALL INLET PROTECTION PER COR STD PLAN 216.30. SEE DRAWING BT120-CTD102 FOR DETAILS. OINSTALL SILT FENCE PER COR STD PLAN 214.00 O4 INSTALL COMPOST SOCK PER WSDOT STD PLAN 1-30.40-02. WHEN COMPOST SOCKS ARE USED ON PAVEMENT, HEAVY CONCRETE BLOCKS SHALL BE USED TO PREVENT THE COMPOST SOCK FROM MOVING DURING RAINFALL/RUNOFF EVENTS. O7 INSTALL CONSTRUCTION FENCE - 6 FOOT HIGH CHAIN LINK FENCE WITH BLUE FABRIC MESH AND SOUND TRANSIT LOGO. DESIGNED BY: S. SRIDHARAN DRAWN BY: H. ONG CHECKED BY: R. PARISH APPROVED BY: S. SRIDHARAN #- SUBMITTED BY: 6-9-2025 R. PARGAS ING FENCE TO BE VED —30----30----30---- ---30----OE----30— ------I------------------ I p LEGEND: 0o z o A o p INLET PROTECTION SCALE: J 1 "=20' Q Q FILENAME: 4S w J S1-BT120-CTP101-106 BRT General Engineering Consultant J LL SDUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: REVIEWED BY: DATE: DATE: 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 SF KEY MAP SF SILT FENCE CONSTRUCTION FENCE STABILIZED CONSTRUCTION ENTRANCE CONCRETE WASHOUT AREA UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT1 20-RPP201 -BT1 20-RPP205 nNi 20 10 0 20 40 SCALE IN FEET DEVELOPMENT ENGINEERING R-433255 msippo 11 /25/2025 DRAWING No STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 CIVIL TESC PLAN LAKE STA 401 +50 TO LAKE STA 405+50 BT120-CTP106 FACILITY ID: BT120 SHEET No.: REV: 055 1 co N T N O O N CU LO O 0 O T N co N O O O N Q J N Xrefs: M xS1-BT120-VSF xS1-BTP120-CP xBRT-CUD05-T O xS1-BT120-GZK xS1-BTP120-CA xS1-BT120-CGP xS1-BT120-CMP xS1-BT120-CTP 1 1 u xS1-BT120-CTN L GB-SEAL-SS56 xS 1-BT120-CD P xS1-BT120-RPP001 xS1-BT120-VRX001 xS1-BT120-CZN002 ®R 0 N 0 N IZ U 6 N m U) 0 N It 0 0 O c� z J U) z O z IY O m O U� C� Y C� U) C m U m -O U Q¢ � O _ z_ O 04 o U MATCHLINE: SEE DWG BT120-CTP103 r)r-rA IAIIAI/� IA/AI 1 GENERAL NOTES: 1. CONTRACTOR SHALL MAINTAIN AND ADJUST TEMPORARY EROSION AND SEDIMENT CONTROL (TESC), AS NEEDED. 2. PROTECT EXISTING TREES AND SHRUBS UNLESS NOTED FOR REMOVAL. FOR SITE PREPARATION PLANS, SEE DRAWINGS BT120-CSP101-106, AND BT120-CSP201-205. 3. PROTECT EXISTING DRAINAGE STRUCTURES SUCH AS CATCH BASINS, MANHOLES AND PIPES UNLESS NOTED FOR REMOVAL. SEE DRAWINGS BT120-CSP101-106, AND BT120-CSP201-205. 4. FOR DRAINAGE PLANS, SEE DRAWINGS BT120-CDP101-106, AND BT120-CDP201-205. 5. CLEARING LIMITS IN LANDSCAPING AREAS WITHIN THE PROJECT LIMITS SHALL BE DELINEATED WITH SILT FENCE INSTALLED AT A 2-FOOT OFFSET FROM THE INSIDE OF THE CHAIN LINK FENCE EXCEPT AT DRIVEWAY AND SIDEWALK LOCATIONS. 6. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. 7. USE WSDOT STANDARD SPECIFICATIONS UNLESS OTHERWISE NOTED. 8. AN ADMINISTRATIVE ORDER WAS ISSUED WITH THE NPDES CONSTRUCTION PERMIT FOR THE PROJECT. STORMWATER TREATMENT AND SAMPLING IS REQUIRED AS PART OF THE PERMIT. SEE NPDES PERMIT WAR314062 FOR DETAILS. 1 06/13/2025 SS RP I SS ADDENDUM #1 0 12/10/2024 SS RP SS ISSUED FOR BID No. DATE DSN CHK APP REVISION MATCHLINE: SEE DWG BT120-CTP203 KEY NOTES: O1 WHERE CURB INLETS ARE PRESENT, INSTALL INLET PROTECTION PER COR STD PLAN 216.30 AND PLACE SANDBAGS BARRIER UPSTREAM OF CATCH BASIN PER COR STD. PLAN 216.50. SEE DRAWING BT120-CTD102 AND BT120-CTD103 FOR DETAILS. O2 INSTALL INLET PROTECTION PER COR STD PLAN 216.30. SEE DRAWING BT120-CTD102 FOR DETAILS. O4 INSTALL COMPOST SOCK PER WSDOT STD PLAN 1-30.40-02. WHEN COMPOST SOCKS ARE USED ON PAVEMENT, HEAVY CONCRETE BLOCKS SHALL BE USED PREVENT THE COMPOST SOCK FROM MOVING DURING RAINFALL/RUNOFF EVENTS. O7 INSTALL CONSTRUCTION FENCE - 6 FOOT HIGH CHAIN LINK FENCE WITH BLUE FABRIC MESH AND SOUND TRANSIT LOGO. DESIGNED BY: S. SRIDHARAN DRAWN BY: H. ONG CHECKED BY: R. PARISH APPROVED BY: S. SRIDHARAN (' SUBMITTED BY: 6-9-2025 R. PARGAS KEY NOTES: OCONSTRUCTION RUNOFF TO BE CONVEYED TO A CONTRACTOR DESIGNED STORAGE/TREATMENT SYSTEM, WHICH MAY INCLUDE TEMPORARY SURFACE WATER DETENTION VAULT AND TEMPORARY SEDIMENT POND/TANKS. TEMPORARY DITCHES MAY BE MOSTLY USED DUE TO SITE TOPOGRAPHY, BUT TEMPORARY CATCH BASINS AND STORM DRAINS MAY BE ADDED WHERE NECESSARY. DISCHARGE TO NEAREST PERMITTED DISCHARGE LOCATION WHEN STORMWATER MEETS PROJECT PERMIT REQUIREMENTS. NOTE THAT THESE TESC MEASURES WILL BE COVERED WITHIN THE CONTRACTOR'S MEANS AND METHODS AND THE CONTRACTOR WILL EMPLOY THE APPROPRIATE METHODOLOGY BASED ON SITE STAGING AND PROVIDE UPDATES TO THE SWPPP AS REQUIRED. 10 POTENTIAL TEMPORARY SEDIMENT STORAGE TANKS AND STORMWATER TREATMENT SYSTEM SET-UP AREA. CONTRACTOR TO FIELD LOCATE AS NECESSARY, USE THIS SYSTEM PRIOR TO WATER QUALITY FACILITY CONSTRUCTION OR IN CONJUNCTION WITH TEMPORARY SURFACE WATER DETENTION VAULT TO MEET THE SITE FLOW AND WATER QUALITY PERMIT DISCHARGE REQUIREMENTS. CONTRACTOR SHALL DETERMINE NUMBER OF TANKS REQUIRED BASED ON STAGING. SEE CONSTRUCTION STORMWATER VOLUMES AND FLOW RATES TABLE ON DRAWING BT120-CTN-101. Q Q sr)?IDE U U)_ U) W J BRT General Engineering Consultant J LL SDUNDTRANSIT DATE: REVIEWED BY: DATE: 12/10/2024 J. ALTCHECH 12/10/2024 LEGEND: p INLET PROTECTION SF SF SILT FENCE ''i-'-i-'-i-'-i-'-i-�'i-�'i'�'i'�'i'�'i--i--i-�i • NO • • KEY MAP SCALE: 1 "=20' FILENAME: S 1-BT120-CTP201-205 CONTRACT No.: RTA/CN 0205-24 DATE: 12/10/2024 CONSTRUCTION FENCE STABILIZED CONSTRUCTION ENTRANCE CONCRETE WASHOUT AREA UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT1 20-RPP201 -BT1 20-RPP205 20 10 0 20 40 SCALE IN FEET DEVELOPMENT ENGINEERING R-433256 msippo 11 /25/2025 0 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 CIVIL TESC PLAN S RENTON TRANSIT CENTER DRAWING No.: BT120-CTP201 FACILITY ID: BT120 SHEET No.: REV: 056 1 co T N O O N U N d co co N O O O N Q J N co Xrefs: co xS1-BT120-VSF xS1-BTP120-CP xBRT-CUD05-T 0 xS1-BT120-GZK xS1-BTP120-CA xS 1-BT120-CGP xS1-BT120-CMP 0 xS1-BT120-CTP 1 1 xS1-BT120-CTN GB-SEAL-SS56 xS 1-BT120-CD P xS1-BT120-RPP001 xS1-BT120-VRX001 xS1-BT120-CZN002 ®R 0 N 0 N IZ U 6 N m U) 0 N It 0 O U c� z J U) z O z IY O m O C� rn lY V U) C m U m —O U Q¢ � O _ z_ O 04 o U GENERAL NOTES: 1. CONTRACTOR SHALL MAINTAIN AND ADJUST TEMPORARY EROSION AND SEDIMENT CONTROL (TESC), AS NEEDED. 2. PROTECT EXISTING TREES AND SHRUBS UNLESS NOTED FOR REMOVAL. FOR SITE PREPARATION PLANS, SEE DRAWINGS BT120-CSP101-106, AND BT120-CSP201-205. 3. PROTECT EXISTING DRAINAGE STRUCTURES SUCH AS CATCH BASINS, MANHOLES AND PIPES UNLESS NOTED FOR REMOVAL. SEE DRAWINGS BT120-CSP101-106, AND BT120-CSP201-205. 4. FOR DRAINAGE PLANS, SEE DRAWINGS BT120-CDP101-106, AND BT120-CDP201-205. 5. CLEARING LIMITS IN LANDSCAPING AREAS WITHIN THE PROJECT LIMITS SHALL BE DELINEATED WITH SILT FENCE INSTALLED AT A 2-FOOT OFFSET FROM THE INSIDE OF THE CHAIN LINK FENCE EXCEPT AT DRIVEWAY AND SIDEWALK LOCATIONS. 6. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. 7. USE WSDOT STANDARD SPECIFICATIONS UNLESS OTHERWISE NOTED. 8. AN ADMINISTRATIVE ORDER WAS ISSUED WITH THE NPDES CONSTRUCTION PERMIT FOR THE PROJECT. STORMWATER TREATMENT AND SAMPLING IS REQUIRED AS PART OF THE PERMIT. SEE NPDES PERMIT WAR314062 FOR DETAILS. 1 06/13/2025 SS RP I SS ADDENDUM #1 0 12/10/2024 SS RP SS ISSUED FOR BID No. DATE DSN CHK APP REVISION KEY NOTES: O2 INSTALL INLET PROTECTION PER COR STD PLAN 216.30. SEE DRAWING BT120-CTD102 FOR DETAILS. O4 INSTALL COMPOST SOCK PER WSDOT STD PLAN 1-30.40-02. WHEN COMPOST SOCKS ARE USED ON PAVEMENT, HEAVY CONCRETE BLOCKS SHALL BE USED TO PREVENT THE COMPOST SOCK FROM MOVING DURING RAINFALL/RUNOFF EVENTS. O7 INSTALL CONSTRUCTION FENCE - 6 FOOT HIGH CHAIN LINK FENCE WITH BLUE FABRIC MESH AND SOUND TRANSIT LOGO. DESIGNED BY: S. SRIDHARAN DRAWN BY: H. ONG CHECKED BY: R. PARISH APPROVED BY: S. SRIDHARAN #- SUBMITTED BY: 6-9-2025 R. PARGAS Q Q U 4Sr)?IDE U)_ � W J BRT General Engineering Consultant J LL SDUNDTRANSIT DATE: REVIEWED BY: DATE: 12/10/2024 J. ALTCHECH 12/10/2024 ArA 1.� Wo ZN J T" 2H V m Q� 5 0 W W U) SCALE: 1 "=20' FILENAME: S 1-BT120-CTP201-205 CONTRACT No.: RTA/CN 0205-24 DATE: 12/10/2024 LEGEND: SF KEY MAP p INLET PROTECTION SF SILT FENCE CONSTRUCTION FENCE Iq STABILIZED CONSTRUCTION ENTRANCE 1, 1, 1, 1, 1, 1, 1, 1, 1, 1, 1, CONCRETE WASHOUT AREA UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT1 20-RPP201 -BT1 20-RPP205 20 10 0 20 40 SCALE IN FEET i DEVELOPMENT ENGINEERING R-433257 msippo 11 /25/2025 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 CIVIL TESC PLAN S RENTON TRANSIT CENTER DRAWING No.: BT120-CTP202 FACILITY ID: BT120 SHEET No.: REV: 057 1 C'7 N T N 0 0 N CU L J 0 O O 0 O T C'7 C'7 N O O O N Q J N co Xrefs: xS1-BT120-VSF xS1-BTP120-CP xBRT-CUD05-T O xS1-BT120-GZK xS1-BTP120-CA xS1-BT120-CGP xS1-BT120-CMP 0 xS1-BT120-CTP 1 1 xS1-BT120-CTN GB-SEAL-SS56 xS 1-BT120-CD P xS1-BT120-RPP001 xS1-BT120-VRX001 xS1-BT120-CZN002 ®R 0 N 0 N p 0 N m co 0 N It 0 0 O U c� z J U) z O U z ry O m U� C� Y C� U)j CO U m —O U Q¢ � O _ z_ O 04 o U e i MATCHLINE: SEE DWG BT120-CTP201 Or= V VV V n 1 1 Lv-V 1 rLVj GENERAL NOTES: KEY NOTES: KEY NOTES: 1. CONTRACTOR SHALL MAINTAIN AND ADJUST TEMPORARY EROSION AND SEDIMENT CONTROL (TESC), AS NEEDED. 2. PROTECT EXISTING TREES AND SHRUBS UNLESS NOTED FOR REMOVAL. FOR SITE PREPARATION PLANS, SEE DRAWINGS BT120-CSP101-106, AND BT120-CSP201-205. 3. PROTECT EXISTING DRAINAGE STRUCTURES SUCH AS CATCH BASINS, MANHOLES AND PIPES UNLESS NOTED FOR REMOVAL. SEE DRAWINGS BT120-CSP101-106, AND BT120-CSP201-205. 4. FOR DRAINAGE PLANS, SEE DRAWINGS BT120-CDP101-106, AND BT120-CDP201-205. 5. CLEARING LIMITS IN LANDSCAPING AREAS WITHIN THE PROJECT LIMITS SHALL BE DELINEATED WITH SILT FENCE INSTALLED AT A 2-FOOT OFFSET FROM THE INSIDE OF THE CHAIN LINK FENCE EXCEPT AT DRIVEWAY AND SIDEWALK LOCATIONS. 6. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. 7. USE WSDOT STANDARD SPECIFICATIONS UNLESS OTHERWISE NOTED. 8. AN ADMINISTRATIVE ORDER WAS ISSUED WITH THE NPDES CONSTRUCTION PERMIT FOR THE PROJECT. STORMWATER TREATMENT AND SAMPLING IS REQUIRED AS PART OF THE PERMIT. SEE NPDES PERMIT WAR314062 FOR DETAILS. 1 06/13/2025 SS RP I SS ADDENDUM #1 0 12/10/2024 SS RP SS ISSUED FOR BID No. DATE DSN CHK APP REVISION 11 WHERE CURB INLETS ARE PRESENT, INSTALL INLET PROTECTION PER COR STD PLAN 216.30 AND PLACE SANDBAGS BARRIER UPSTREAM OF CATCH BASIN PER COR STD. PLAN 216.50. SEE DRAWING BT120-CTD102 AND BT120-CTD103 FOR DETAILS. O2 INSTALL INLET PROTECTION PER COR STD PLAN 216.30. SEE DRAWING BT120-CTD102 FOR DETAILS. O3 INSTALL SILT FENCE PER COR STD PLAN 214.00. O4 INSTALL COMPOST SOCK PER WSDOT STD PLAN 1-30.40-02. WHEN COMPOST SOCKS ARE USED ON PAVEMENT, HEAVY CONCRETE BLOCKS SHALL BE USED TO PREVENT THE COMPOST SOCK FROM MOVING DURING RAINFALL/RUNOFF EVENTS OINSTALL ABOVE GRADE TEMPORARY CONCRETE WASHOUT FACILITY. SEE DRAWING BT120-CTD103 FOR DETAILS. DESIGNED BY: S. SRIDHARAN DRAWN BY: H. ONG CHECKED BY: R. PARISH APPROVED BY: S. SRIDHARAN #- SUBMITTED BY: 6-9-2025 R. PARGAS O7 INSTALL CONSTRUCTION FENCE - 6 FOOT HIGH CHAIN LINK FENCE WITH BLUE FABRIC MESH AND SOUND TRANSIT LOGO. O8 CONSTRUCTION ENTRANCE PER COR STD PLAN 215.10. SEE DRAWING BT120-CTD101 FOR DETAILS. 11 INSTALL ENTRANCE/EXIT GATE. 12 INSTALL WHEEL WASH AND PAVED CONSTRUCTION ENTRANCE PER COR STD PLAN 215.00.SEE DRAWING BT120-CTD103 FOR DETAILS. Q Q 4Sr)?IDE U U)_ co W J BRT General Engineering Consultant J LL SDUNDTRANSIT DATE: REVIEWED BY: DATE: 12/10/2024 J. ALTCHECH 12/10/2024 SCALE: 1 "=20' FILENAME: S 1-BT120-CTP201-205 CONTRACT No.: RTA/CN 0205-24 DATE: 12/10/2024 LEGEND: p INLET PROTECTION SF SF SILT FENCE ''i---i---i---i-�i�i�i�i�-i--i-�i�-i-�i • ' • • KEY MAP CONSTRUCTION FENCE STABILIZED CONSTRUCTION ENTRANCE CONCRETE WASHOUT AREA UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT1 20-RPP201 -BT1 20-RPP205 20 10 0 20 40 SCALE IN FEET DEVELOPMENT ENGINEERING + R-433258 msippo 11 /25/2025 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 CIVIL TESC PLAN S RENTON TRANSIT CENTER DRAWING No.: BT120-CTP203 FACILITY ID: BT120 SHEET No.: REV: 058 1 N T N 0 0 N CU LO 0) 0 0 0 T N co N O O O N Q J N co Xrefs: xS1-BT120-VSF xS1-BTP120-CP xBRT-CUD05-T O xS1-BT120-GZK xS1-BTP120-CA xS1-BT120-CGP xS1-BT120-CMP 0 xS1-BT120-CTP 1 1 xS1-BT120-CTN GB-SEAL-SS56 xS 1-BT120-CD P xS1-BT120-RPP001 xS1-BT120-VRX001 xS1-BT120-CZN002 ®R 0 N 0 N U 0 N m co 0 N It 0 0 O z J U) z O z 0Y m O U� C� Y U U)j C m y U m - O U Q Q � U z Y O> N o o U MATCHLINE: SEE DWG BT120-CTP20 1 / / I °m ° / I I / I Lu I m I O / ° 2 ° W I O r 2 / I I O I m CL SSMH / 4 CO CB 1 1 1 10 �cb I W V / RIM=25 u 2. V X 1.6' CUNC; m I 1 ( Z O / l IE 8" ONC NE=17.1 r F p RIM=25.47 � Q I O I I J (V / lE 6" ONC E=18.5 /E 8" CONC N=24.1 r lE "DI SE=21.8 lE 12" CPP SW=24.0 CB 1 i i p 1 = F- / l 8" VC SW=18.2 - - - J WAT=24.0 BOT=23.6 V In/ - F O 1 2.1 X 1.8' m CONC I R/M=26.15 I I O0 w I 1 / I lE 12" CONC N=20.3 I I C / SDMH /E 12" UNK S=19.9 2 ° I m I - R1M=26.16 1 1 c / SIGN POST ON UNABL OPEN WAT=20.6 BOT=18. t 1 i I I � �' ° 0 o I I �I � 1 / W / O / CONC BASE uj m O 0 �-+ �O 1 SDMH 1 i o 2 3 1 m 1 60".o 2 co �O QN ,E TO'SEE / SSM '� / 1 1 ( RIM=27.40 • 19.1 / l Rl =27.27 1 I 1 /E 27" CONC V 9.4 L - SS N 1 O lE 27" CONC tt =1 7/ � 0 -9 WAT=19.6 -1 27 - ss - - - - SSCB P - - - Ss SDMH - - 1. 6 X 2.1 CONC 06, � m / - � SS - R1M=25.82 6„ . 2 !A / 0SS - - Cp`C ,1 60" /E 4" CONC S= 4.1 1 I 10 v > - SS � 26.13 /E 12" CPP =24.1 1 m I m / O SS - ss /lCPP NE=21.5 E 27" CONC E=19.7 WAT=2 . BOT=23.2 O 1 ' / Q % / 1E 30_CONC SW=19.2 ��j m I C 13 WAT-20.4 BOT-17.6 1.4' X 1.4' CONC I 1 WIN RIM=26.93 1 1 O co / N PIPE NOT VISIBLE 1 / / ��/9 6" Q4141=96 0 m i X WAT=26.4 BOT=24.5 w m I 1 29 I ° 2cjXp0 cA/ _ ° 0 I I 1 �P� I LEGEND: / RAILAKDW 718+00 RAILAKDW 9+00 m 29 / c IVv p INLET PROTECTION r - - 2-PSE -_ / _ SF SF SILT FENCE / RAILAKDW 717+00 CB X 2 1'CONC- / 1RIM ELvc se 24.7 6 - COMPOST SOCK / / I IF 6'1.0 p2 S6�T,22 / I �\ 1NE, 5 CONSTRUCTION FENCE mv�I A�CHL 0-C p10 EL- 7.18 1 �O _� - M G p,-(12 STABILIZED CONSTRUCTION ENTRANCE Mw I _ - _ EE p�I / EL=2718 CONCRETE WASHOUT AREA S CoM_ASTam_,-- `1NE; 1 4 �wq rCti _ - M G 8�12 AL NOTES: KEY NOTES: G _,- SEE DW ?O.C• 1. CONTRACTOR SHALL MAINTAIN AND ADJUST O2 INSTALL INLET PROTECTION PER COR STD PLAN 216.30. SEE r TEMPORARY EROSION AND SEDIMENT CONTROL DRAWING BT120-CTD102 FOR DETAILS. �S (TESC), AS NEEDED. 2. PROTECT EXISTING TREES AND SHRUBS UNLESS 13 EXISTING SD PIPE TO REMAIN NOTED FOR REMOVAL. FOR SITE PREPARATION PLANS, SEE DRAWINGS BT120-CSP101-106, AND BT120-CSP201-205. 3. PROTECT EXISTING DRAINAGE STRUCTURES SUCH AS CATCH BASINS, MANHOLES AND PIPES UNLESS 40 NOTED FOR REMOVAL. SEE DRAWINGS - BT120-CSP101-106, AND BT120-CSP201-205. 103 1 4. FOR DRAINAGE PLANS, SEE DRAWINGS UPDATES TO ROW BT120-CDP101-106, AND BT120-CDP201-205. SEE SHEETS 5. CLEARING LIMITS IN LANDSCAPING AREAS WITHIN I BT120-RPP101-BT120-RPP102 THE PROJECT LIMITS SHALL BE DELINEATED WITH 102 ' 107 BT120-RPP105-BT120-RPP106 SILT FENCE INSTALLED AT A 2-FOOT OFFSET FROM 201 BT1 20-RPP201 -BT1 20-RPP205 THE INSIDE OF THE CHAIN LINK FENCE EXCEPT AT 202 106 DRIVEWAY AND SIDEWALK LOCATIONS. 203 6. AT A MINIMUM, DISTURBED AREAS SHALL BE 204 SODDED OR SEEDED AND MULCHED TO ENSURE I 205 - 105 THAT SUFFICIENT COVER WILL DEVELOP SHORTLY - N AFTER FINAL APPROVAL. 101 104 7. USE WSDOT STANDARD SPECIFICATIONS UNLESS _ OTHERWISE NOTED. S WA 8. AN ADMINISTRATIVE ORDER WAS ISSUED WITH THE 20 10 0 20 40 NPDES CONSTRUCTION PERMIT FOR THE PROJECT. STORMWATER TREATMENT AND SAMPLING IS REQUIRED AS PART OF THE PERMIT. SEE NPDES KEY MAP SCALE IN FEET PERMIT WAR314062 FOR DETAILS. DEVELOPMENT ENGINEERINGR-4332rJ9 msippo 11/25/2025 DESIGNED BY: SCALE: DRAWING No.: S. SRIDHARAN � SRI Q J 1"-20' STRIDE BUS RAPID TRANSIT DRAWN BY: y� : U FILENAME: SOUTH RENTON TRANSIT CENTER BT120-CTP204 U) Cf) CONSULTING 4S H. ONG �,.�,, TED Lu S1-BT120-CTP201-205 BT105 FACILITY ID: INCCHECKED BY: o ,� BRT General Engineering Consultant � LL SovN�TRaNs�r CONTRACT No.: BT120 1 06/13/2025 SS RP SS ADDENDUM #1 R. PARISH°�� SST ��w� CIVIL RTA/CN 0205-24 SHEET No.: REV: Cs 0 12/10/2024 SS RP ISS ISSUED FOR BID APPROVED BY: I AL �� SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: TESC PLAN 059 1 No. DATE DSN CHK APP REVISION S. SRIDHARAN 6-9-2025 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 S RENTON TRANSIT CENTER co N O O N CU co O O N J N co Xrefs: co xS1-BT120-VSF xS1-BTP120-CP xBRT-CUD05-T O xS1-BT120-GZK xS1-BTP120-CA xS 1-BT120-CGP xS1-BT120-CMP 0 xS1-BT120-CTP 1 1 xS1-BT120-CTN GB-SEAL-SS56 xS 1-BT120-CD P xS1-BT120-RPP001 xS1-BT120-VRX001 xS1-BT120-CZN002 ®R 0 N O N U 0 N m 0 N 0 0 O U c� z J U) z O U z IY O m C� Y (D U) CO m y w U) m —O U Q¢ � O _ z_ N 0 1 0 o a_ o U No. GENERAL NOTES: KEY NOTES: 1. CONTRACTOR SHALL MAINTAIN AND ADJUST TEMPORARY EROSION AND SEDIMENT CONTROL (TESC), AS NEEDED. 2. PROTECT EXISTING TREES AND SHRUBS UNLESS NOTED FOR REMOVAL. FOR SITE PREPARATION PLANS, SEE DRAWINGS BT120-CSP101-106, AND BT120-CSP201-205. 3. PROTECT EXISTING DRAINAGE STRUCTURES SUCH AS CATCH BASINS, MANHOLES AND PIPES UNLESS NOTED FOR REMOVAL. SEE DRAWINGS BT120-CSP101-106, AND BT120-CSP201-205. 4. FOR DRAINAGE PLANS, SEE DRAWINGS BT120-CDP101-106, AND BT120-CDP201-205. 5. CLEARING LIMITS IN LANDSCAPING AREAS WITHIN THE PROJECT LIMITS SHALL BE DELINEATED WITH SILT FENCE INSTALLED AT A 2-FOOT OFFSET FROM THE INSIDE OF THE CHAIN LINK FENCE EXCEPT AT DRIVEWAY AND SIDEWALK LOCATIONS. 6. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. 7. USE WSDOT STANDARD SPECIFICATIONS UNLESS OTHERWISE NOTED. 8. AN ADMINISTRATIVE ORDER WAS ISSUED WITH THE NPDES CONSTRUCTION PERMIT FOR THE PROJECT. STORMWATER TREATMENT AND SAMPLING IS REQUIRED AS PART OF THE PERMIT. SEE NPDES PERMIT WAR314062 FOR DETAILS. 06/13/2025 SS RP SS ADDENDUM #1 12/10/2024 SS RP SS ISSUED FOR BID DATE DSN CHK APP REVISION O2 INSTALL INLET PROTECTION PER COR STD PLAN 216.30. SEE DRAWING BT120-CTD102 FOR DETAILS. O3 INSTALL SILT FENCE PER COR STD PLAN 214.00. O4 INSTALL COMPOST SOCK PER WSDOT STD PLAN 1-30.40-02. WHEN COMPOST SOCKS ARE USED ON PAVEMENT, HEAVY CONCRETE BLOCKS SHALL BE USED TO PREVENT THE COMPOST SOCK FROM MOVING DURING RAINFALL/RUNOFF EVENTS. O7 INSTALL CONSTRUCTION FENCE - 6 FOOT HIGH CHAIN LINK FENCE WITH BLUE FABRIC MESH AND SOUND TRANSIT LOGO. DESIGNED BY: S. SRIDHARAN DRAWN BY: H. ONG CHECKED BY: R. PARISH APPROVED BY: S. SRIDHARAN #- SUBMITTED BY: 6-9-2025 R. PARGAS Q Q U 4Sr)?IDE U)_ � W J BRT General Engineering Consultant J LL SDUNDTRANSIT DATE: REVIEWED BY: DATE: 12/10/2024 1 J. ALTCHECH 12/10/2024 SCALE: 1 "=20' FILENAME: S 1-BT120-CTP201-205 CONTRACT No.: RTA/CN 0205-24 DATE: 12/10/2024 LEGEND: SF p INLET PROTECTION SF SILT FENCE ''i'''i-'-i'''i'''i'�'i-�'i'�'i'�'i-�'i'�'i'�'i'�i • ' • • CONSTRUCTION FENCE STABILIZED CONSTRUCTION ENTRANCE 1, 1, 1, 1, 1, 1, 1, 1, 1, 1, 1, CONCRETE WASHOUT AREA UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT1 20-RPP201 -BT1 20-RPP205 20 10 0 20 40 KEY MAP SCALE IN FEET R-433260]DEVELOPMENT ENGINEERING msippo 11 /25/2025 F STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 CIVIL TESC PLAN S RENTON TRANSIT CENTER DRAWING No.: BT120-CTP205 FACILITY ID: BT120 SHEET No.: REV: 060 1 C'7 N T N 0 0 N CU LO V J 0 0 0 0 T rr n cy) co N O O O N Q J N co Xrefs: M xBRT-CUD05-T xS1-BT120-CTN It GB-SEAL-SS56 O 0 w 0 z U 0 N m W 0 N coo 0 0 75 O z J D z O z O m C� cn `Y (Dcn _ 06 c m Y I Um -O � U Q7) M Q z Y Lo O> N o 0- o U 1 kEROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES PER COR STD 268.00: 11. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS CITY, AND THE APPLICANT'S CONTRACTOR. 2. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT. 3. THE ESC PLAN SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST -PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS. 4. THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 5. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PAD, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK -OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE. 6. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF -SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON -SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS. 7. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON -SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT 18. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY. 9. THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 110. APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATER FACILITIES. 111. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1 ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1 ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM. 113. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY. 114. ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 15. THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY. 16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. DESIGNED BY: S. SRIDHARAN DRAWN BY: H. ONG CHECKED BY: 1 06/13/2025 SS RP SS ADDENDUM #1 R. PARISH 0 12/10/2024 SS RP SS ISSUED FOR BID APPROVED BY: No. I DATE IDSN ICHK IAPP IREVISION IS. SRIDHARAN 18. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 19. AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON -SITE BMPS (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND PROTECTED SING BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. 20. PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. 21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT -LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON -SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST. 22. THE CONTRACTOR SHALL EMPLOY DUST CONTROL MEASURES AS NEEDED TO PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES. 23. SOIL STOCKPILES SHALL BE STABILIZED FROM EROSION, PROTECTED WITH SEDIMENT TRAPPING MEASURES, AND WHERE POSSIBLE, LOCATED AWAY FROM STORM DRAIN INLETS. 24. THE CONTRACTOR SHALL MAINTAIN A SWPPP DOCUMENT ON -SITE AND KEEP IT UPDATED AS CONSTRUCTION PROGRESSES. SEQUENCE OF CONSTRUCTION THE TYPICAL CONSTRUCTION SEQUENCE SHALL BE AS FOLLOWS: A. CONDUCT PRE -CONSTRUCTION MEETING. B. POST SIGN WITH NAME AND PHONE NUMBER OF TESC SUPERVISOR. C. INSTALL PERIMETER PROTECTION (SILT FENCE, ETC.) D. INSTALL CATCH BASIN INLET PROTECTION. E. CLEAR AND GRUB THE SITE. F. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH PLANS AND MANUFACTURER'S RECOMMENDATIONS. G. INSTALL NEW STORM DRAIN. H. EXCAVATE COMPOST AMENDED BIOSWALE. I. INSTALL COMPOST AMENDED SOIL J. INSTALL COMPOST BLANKET. K. RESTORE ROADWAY AND SIDEWALKS. L. INSTALL IRRIGATION SYSTEM. M. INSTALL PLANTS K. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE, THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY ECOLOGY TESC MINIMUM REQUIREMENTS. L. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN 7 DAYS. M. SEED, SOD AND STABILIZE ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. N. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BEST MANAGEMENT PRACTICES BE APPLIED TO REMOVAL OF CONTROLS IF APPROPRIATE. CONSTRUCTION STORMWATER VOLUMES AND FLOW RATES TEMPORARY APPROXIMATE DESIGN STORM PEAK APPROXIMATE STORMWATER CONTRIBUTING FLOW VOLUME (CF) FACILITY LOCATION AREA (SF) RATE (CFS) TDA SRTC 1 -WEST 7,451 2 YEAR, 24 HR 2 933 21,386 10 YEAR, 24 HR 4.34 31,646 HOLDING TANKS TDA SRTC 1 - EAST 2 YEAR, 24 HR 1.906 13,898 4,841 10 YEAR, 24 HR 2.819 20,555 HOLDING TANKS SUBMITTED BY: 6-9-2025 R. PARGAS 1 CITY OF RENTON EROSION CONTROL WET SEASON REQUIREMENTS ANY SITE WITH EXPOSED SOILS DURING THE WET SEASON (OCTOBER 1 TO APRIL 30) SHALL BE SUBJECT TO THE PROVISIONS BELOW. IN ADDITION TO THE ESC COVER MEASURES (SEE SECTION D2.1.2). THESE PROVISIONS INCLUDE COVERING ANY NEWLY SEEDED AREAS WITH MULCH AND IDENTIFYING AND SEEDING AS MUCH DISTURBED AREA AS POSSIBLE PRIOR TO SEPTEMBER 23 IN ORDER TO PROVIDE GRASS COVER FOR THE WET SEASON. A "WET SEASON ES PLAN" MUST BE SUBMITTED AND APPROVED BY THE CITY BEFORE WORK PROCEEDS OR CONTINUES. THE FOLLOWING PROVISIONS FOR WET SEASON CONSTRUCTION ARE DETAILED IN APPENDIX D OF THE 2022 CITY OF RENTON SURFACE WATER DESIGN MANUAL. PLEASE ENSURE THE SITE IS PROTECTED AND COMPLIES WITH THE SPECIAL PROVISIONS OUTLINED BELOW. WET SEASON SPECIAL PROVISIONS 1. THE ALLOWED TIME THAT A DISTURBED AREA MAY REMAIN UNWORKED WITHOUT COVER MEASURES IS TWO CONSECUTIVE WORKING DAYS, (SECTION D.2.1.2). 2. STOCKPILES AND STEEP CUT AND FILL SLOPES ARE TO BE PROTECTED IF UNWORKED MORE THAN 12 HOURS (SECTION D.2.1.2). 3. COVER MATERIALS SUFFICIENT TO COVER ALL DISTURBED AREAS SHALL BE STOCKPILED ON SITE (SECTION D.2.1.2). 4. ALL AREAS THAT ARE TO BE UNWORKED DURING THE WET SEASON SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON (SECTION D.2.1.2.6). 5. MULCH IS REQUIRED TO PROTECT ALL SEEDED AREAS (SECTION D.2.1.2.2) 6. FIFTY LINEAR FEET OF SILT FENCE (AND THE NECESSARY STAKES) PER ACRE OF DISTURBANCE MUST BE STOCKPILED ON SITE (SECTION D.2.1.2.6). 7. CONSTRUCTION ROAD AND PARKING LOT STABILIZATION ARE REQUIRED FOR ALL SITES UNLESS THE SITE IS UNDERLAIN BY COARSE -GRAINED SOIL (SECTION D.2.1.4.2). 8. SEDIMENT RETENTION IS REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIG FLOW (SECTION D.2.1.5). 9. SURFACE WATER CONTROLS ARE REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIE DESIGN FLOW (SECTION D.2.1.6). 10. PHASING AND MORE CONSERVATIVE BMPS MUST BE EVALUATED FOR CONSTRUCTION ACTIVITY NEAR (SECTION D.2.4.3). 11. ANY RUNOFF GENERATED BY DE -WATERING MAY BE REQUIRED TO DISCHARGE TO THE SANITARY SEWER (WITH APPROPRIATE DISCHARGE AUTHORIZATION), PORTABLE SAND FILTER SYSTEMS, OR HOLDING TANKS (SECTION D.2.2). TESC CONSTRUCTION SEQUENCE 1. SCHEDULE MAJOR LAND DISTURBING ACTIVITIES DURING THE DRY MONTHS AND ALLOW TIME BEFORE THE WET SEASON BEGINS ADEQUATELY STABILIZE THE DISTURBED GROUND. CONTRACTOR SHALL MONITOR, REPLACE, AN[ SUPPLEMENT TESC MEASURES WITH ADDITIONAL MEASURES DURING WET SEASON TO MITIGATE FOR ANY POTENTIAL FOR EROSION OR SEDIMENT ON -SITE TO OCCUR AND IMPACT THE RIGHT-OF-WAY OR NEIGHBORING PROPERTIES (I.E. DOUBLE SPLIT FENCE, REPLACE CB INSERTS MORE OFTEN, ETC. CONTRACTOR SHALL UPDATE AND INCLUDE ADDITIONAL MEASURES BEING IMPLEMENTED DURING THE WET SEASON IN THE CSWPPP THAT WILL BE ON SITE IN THE CONSTRUCTION TRAILER. 2. PHASE AND/OR SCHEDULE CONSTRUCTION TO LIMIT THE AMOUNT OF DISTURBED, UNSTABILIZED SOIL EXPOSED A ANY ONE TIME. CONTRACTOR SHALL PROVIDE PHASING AND CONSTRUCTION SCHEDULE TO THE CITY PROJECT MANAGER AND INSPECTOR PRIOR TO STARTING CONSTRUCTION. 3. FENCE OR FLAG AREAS TO BE PROTECTED OF LEFT UNDISTURBED DURING CONSTRUCTION, INCLUDING INSTALLATION OF TEMPORARY CONSTRUCTION FENCING AND TREE PROTECTION MEASURES. 4. STRIP AND CLEAR AND GRUB FIELD SUFFICIENTLY FOR INSTALLATION OF TEMPORARY EROSION SEDIMENTATION CONTROL (ESC) BMPS. 5. PROVIDE TEMPORARY PEDESTRIAN DETOUR ROUTES, SIGNS, FENCING, ETC. BOTH ONSITE AND IN THE PUBLIC RIGHT-OF-WAY. 6. TEMPORARILY STABILIZE SITE, THROUGH RE -VEGETATION, HYDROSEED, MULCHING OR OTHER APPROPRIATE BMP'S AS A RESULT OF SITE GRADING IN AREAS THAT WILL NOT RECEIVE HARDSCAPE. 7. CONSTRUCT STORM UTILITIES, CONCRETE, ASPHALT, FENCING AND STRUCTURES/ OTHER IMPROVEMENTS PER THE CONSTRUCTION DOCUMENTS 8. PLACE FILL SECTION AND LAWN/SEED/LANDSCAPING/MULCH. 9. REMOVE TEMPORARY ESC FACLITIES UPON COMPLETION OF CONSTRUCTION AND ONLY ONCE SITE IS STABILIZED, INSPECTED, AND APPROVED BY CITY OF RENTON INSPECTOR. SCALE: J NTS - Q FILENAME: 4.5r)?IDE !�2 U 0 w S 1-BT 120-CTN 101 BRT General Engineering Consultant J " SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: REVIEWED BY: DATE: DATE: 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 DEVELOPMENT ENGINEERING R-433261 msippo 11/25/2025 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER BT120-CTN101 BT105 FACILITY ID: CIVIL BT120 SHEET No.: REV: STANDARD TESC NOTES ---- 061 1 co N T N O N U 4A H H PO co co N O O O 4 N Q J J'kJIIV 1 0 IFV T_-1`C.1'Cr% rP%UP[I%� O I/ALL DC fMUk� CU I1'f Ap Xrefs: M xBRT-CUD05-T GB-SEAL-SS56 1 I 0 w 1 0 0 0 U 0 N m 0 N rrr^ �YJ 0 0 0 0 z I— U) z O z O m O Vi Y Q f) U) m Y � Q � fn m _o t N z N — N Y O "t 3: N 3: 0 N o Lj No. A 0 INSTALL DRIVEWAY CULVERT IF THERE IS A-ROAD,S,I,0E �Q H R SAD STANDARE H _ `C�NG ROPE j5 4"-8" QUARRY SPALLS _TEXTILE 12" MIN_. TK1C.KNlS. CONSTRU I , EWk ►' ICE NOTES ,1 1. DRIVEWAYS SHALt i E PAVED �, +Q MikDGE CFa�h,9TITH� ' IGHT-( THE E AVO . ROADWAY-,:. 2. IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT. RUNOFI= DR THE PAD INGRESS/EGR, __ a OFF r✓ONSTROCI"13N NCB SHA B STABfiL A v �� , PAVED AREAS WITHIN 1.000 FEET OF THE SITE. fQR RE kDENTIAL CONSTRUCT it PROVIDE STASI:UIZE'Q' TRUCTIC7N'E(uI OR EACH RES ?`'`DDITION TOTHE'fiViAITV S iBDIVISIORI ,. iii - SURFAG - -_ ll1- 1 (- _ = F.II _Iq :,,L) N AND INSTALLATION SPECIFICATIONt IL k` ;BE PLACED UNDER TH ALLS TO PREVENT F'II EDIMENT FROIVfi' 1fi IP'IN UP INTO THE ROC `I Ad': THE GEOTEXTI TI ON GEOTEXTILE S Iy�l, ET THE FOLLOWIN,TAL'jDARDS: GRAB TENSILE STftNOTH (ASTM D4632) 200 L' TI �"�,;`''' J4751) 20-45 (U.S. STANDARD, SIEVE SIZE) b NOTUSE CRUSHED CONCRI ATE:. CEMENT, OR CALCIUM CHLORIDE FOR it ION ENTRANCE STABU ION BECAUSE THESE WbDUCTS RAISE'pH'" EVES girl STORIViWATER ND fJNCRETE DISCHARGE TO SURF,CE TERS OF THE SL!NTE .CS PROHI TED- 1' yy SHE �Z'S��E THEE �E COS �fi�A FI � . w ��.. B �, � T�� � � � ��:, : z, � TA .O, Tom; E(*ETkVENESS OF THE PAD ANLi�REDUCE'THE NEED FOfp��,,►iNTENANCE.,,, 3. MAINTENANCE-`TARDS 3.1. QUARRY SPALLS SHALL BE ADDED IF THE F'AVS NO LONGER; rNACCORDANCE WITH THE SPECIFICATIONS. 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF E I �t NT T INCLUDE STREET SWEEPING, AN DIMENSIONS F THE AN THE INSTALLATION WH S D fl E SHALL BE USED HIS MAY I CLU E S EE S EEPI G INCREASE IN THE DIME S ONS O E � R CE OR EOF A EEL E k WASH. IF WASHING IS USED. IT" ,; . L BE DONE ON AN AREA �' OVERED WITH CRUS OCK AND WASH WAT SHALL DRAIN TO AAEDIMENT TRAP OR POND. 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL B9 REMOVED IMMEDIAT5 "Y,`,,?3Y SWEEPING. THE SEDIMENT COLLECTED BY,� EEPING SHALL BE REMOVED OR STABILIZED ON SITE, THE PAVEMENT SHALL NOT BE CLEANED BY WA H ; G DOWN THE STREETj g EPT WHEN SWEEPING I5 INEFFEGfiIVE AND D. ISED1T WOU HERE IS A THRE � -u PUBLIC SAFETY. IT IS SSA WASH THE STREETS .'S,MALL ".ST DSTR ° IA TET E '' EN BE T� -_ -- - -_ ._ LLS THAT.THATAWIft RCMi" '` PAR010 WD Ufi ON _ ALt SKWW 13MUE70fATLLY= %�IES ARE ENTERING C ING THE SITES AT POINTOTHER THAN THE CON,', RUCTION ENTR'ANCE(S%,?EENCING SHALL'BE'INST1qj_ED TO CONTROL C.,�T Y O& + + RFNT0' 12/10/2024 SS IRP ISS JISSUEDFORBID DATE I DSN I CHK I APP I REVISION DESIGNED BY: S. SRIDHARAN DRAWN BY: H. ONG CHECKED BY: R. PARISH APPROVED BY: S. SRIDHARAN UN OTHFRWIS� NOTED, - 0AWING IS Not! b'SCAF' CNTE Public ;' SUBMITTED BY: 12-02-2024 R. PARGAS 1 �a I MAX. POST SPACING MAY BE INCREAseb TC 8' IF W.JRE I&AG ING t 2. MSIGN AND INSTALLATONSPOOFFICAMMI 2.1. THE GEOTEXTILE USED MUST MEET THE" STANDARD'LISTED BELL Q ,,GRY 4 F, 1E'MANUF { { R"a;F 3 F1 PERMITTIVITY (A§TM D4491) 0.02 SEC'fMINIMUM''. I�❑R TCI�1 C CT /� 180 LQS MIN. FOR EXTRA STRENGTH,FABRIC `_ !.. 11—dYSILLB k.__ _ �z�T _>(�A M 4- 4F-rUft i rt.. i #i l[a xa wwvm,s m ,� �e a�1 r AftVStiW 2.2. STANDARC) STRENGTH FABRIC REQUIRES WIRE BA C ; r 'TOrANIC I THE STRENGTH OF THE FENCE. WI La -_ .. �-�- i..-.-`�-�>t �- vim. _ ._ �-. �;_ ._ - 'ec - QPE 4 _ I VIM � _ SECURE 1N A `TRCH TAILI A SHE FENCE DOES N !F, [ W WAS 'F 2 FILTER FABRIC FENCES SHALL BE INST, LED ALONG CONTOURS WHENEVER POSSIBLE. MAINTTIyesw wi 3.3. IT 15 IMPORTANT TO CHECK THE UPHILL SI E OF THE FENCE FOR SIGNS OF TH1 FENCE CLOG ING AND AC 1,i`NG AS A BARRIER TO FLOW,,,,, : THEN CAUSiN „ CHANNELIZATION OF FLOWS PARALLEL TO`THE FEN; ''. IF THIS OCCURS, REPLACE THE FENCt REMOVE THE TRAPPED SEDIMENT 3 4; SEDIMENT UST BE REMOVED WHEN SEDIMENT IS INCHES HIGH' -., - ET �iwa sw _ PUBLIC WORKS SCALE: Q J NTS - Q FILENAME: 4S w J S1-BT120-CTD101-104 BRT General Engineering Consultant J LL SDUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: REVIEWED BY: DATE: DATE: 12/10/2024 1 J. ALTCHECH 12/10/2024 12/10/2024 rar R-433262 G DEVELOPM__, GINEERING ff IL msippo 11 /25/2025 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER BT120-CTD101 BT105 FACILITY ID: CIVIL BT120 SHEET No.: REV: STANDARD TESC DETAILS 062 0 t' J N T N O N CU N co Xrefs: co xBRT-CUD05-T 1- GB-SEAL-SS56 0 w ®R O 0 H U 0 N om Cn 0 N CO (D 0 2E O d Z_ I- Z) U) Z O Z O om U) O 0 2 Y Q U) m Y Q co U) co _o N N Z O 04 N � 0 0 No. 12/10/2024 1 SS DATE IDSN 12/12/2016 3' 3' FIGURE D.2.2.2.A CONCRETE WASHOUT AREA (ABOVE GRADE) PLYWOOD 4' X 2' PAINTED WHITE +� BLACK LETTERS CONCRETE 6" HEIGHT WASHOUT i LAG SCREWS (2" ) WOOD POST 32"x3"'x89 CONCRETE WASHOUT SIGN DETAIL NTS 2" -- 16 GAUGE 8" � -- STEEL WIRE STAPLE DETAIL NTS STAPLES (2 PER BALE) WOOD OR METAL STAKES (2 PER BALE) STRAW BALES (2 BALES HIGH, MAX.) ORIGINAL GROUND SAND OR GRAVEL -FILLED BAGS IN CORNERS STRAW BALES (TYP.) STAKE (TYP.) 10 mil PLASTIC LINING 10 mil PLASTIC LINING STAKE (TYP.) TWO -STACKED 2x12 ROUGH WOOD FRAME 10 mil PLASTIC LINING SECTION A -A NTS 10' MIN. RECOMMENDED VARIES U L 0 0 0 0 0 0 0 0 0 PLAN NTS TYPE "ABOVE GRADE" WITH STRAW BALES WOOD FRAME SECURELY FASTENED AROUND ENTIRE PERIMETER WITH TWO STAKES 10 mil PLASTIC LINING SECTION B-B NTS 10' MIN. RECOMMENDED VARIES n1 w M 1110 TYPE "ABOVE GRADE" WITH WOOD PLANKS NATIVE MATERIAL (OPTIONAL) SAND OR GRAVEL -FILLED BAGS IN CORNERS WEDGE LOOSE STRAW BETWEEN BALES NOTES: 1. ACTUAL LAYOUT DETERMINED IN THE FIELD 2. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30' OF THE FACILITY ABOVE GRADE TEMPORARY CONCRETE WASHOUT FACILITY NTS D-76 DESIGNED BY: S. SRIDHARAN DRAWN BY: H. ONG CHECKED BY: R. PARISH RP SS ISSUED FOR BID APPROVED BY: Adapted from CalTrans Fig4-14 SAC 8-14-02 2017 City of Renton Surface Water Design Manual SUBMITTED BY: TE I3E1�E;' ASS (TYP.) Lft"04' I ltfbMtE DEVICE 1. `PROTECTION SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOVYNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN VVILL BE CONVEYED TO A SEDIMENT POND OR TRAP., 2.; INLET PROTECTION SHALL BE l M jT TECT THE DRAINAGES y �k ,ICE'THB "B�LCW INLI✓T GRA PIWTEI T1'!U`TI.�.ERVICE: 15 'FIAi,L I�zv BudI Hrc�.� t, W rPASs� R-433263 1:16: "' HEIRETRIEVAL SYSTr'5M'' MUST ALL,0w 15MOVAL OF TIC' 8i0C 1 tI'�I—IOUT SPILLING THE LOLL' C D IA&—RIAL.; =ELiOPMENT ENGINEERING E 1 11 /25/2025 C_� ' RFC?I� MA11j4� IrI E IN A ORQANCE V1liTH ST, i ' �T6O t � �E UNLESS OTHERWISE NOTED, DRAWING IS NOT TQ SCALE (NT STD. PLAN- ��6,� PU Bt1::C WORKS APPROVED: EP�RTMENT 111" 1�1� �GAZ SCALE: Q J NTS - Q FILENAME: SrJ?IDEU Cn w S1—BT120—CTD101-104 BRT General Engineering Consultont J LL SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: REVIEWED BY: DATE: DATE: 12/10/2024 J. ALTCHECH 1 12/10/2024 12/10/2024 - I STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER BT120-CTD102 BT105 FACILITY ID: CIVIL BT120 SHEET No.: REV: STANDARD TESC DETAILS 063 0 co 0 0 N Q J N co Xrefs: co xBRT-CUD05-T GB-SEAL-SS56 O 0 W I— 1 CD CD 0 U 0 N m 0 N 0 0 O c� z J U) z O z m Y Q c� U) m Y � Q � m _o N z N — N Y —0 "t 3: N 0 rn N o U No. nA f—l/ r%r r1 r'r%AIAI V CONVEYED TO A SEDIMENT P94 OR TRAP. 2. INLET' PROTECTION SHALL BE USED TO PROTECT TWIE, {�IAGE SYSTEM. tHE CONTgIBUTING`bRAlNAG I- AREA MUST NOT BEILRQ'ERIa HAN`ONE ACRE. 4: PLACE CURB TYPE SEDIMENT BARRIERS ON GENTLY SLOP{N' rS VR515 �' EGMENTS, WHERE WATER CAN POND ,P,ND ALLOW SEDIMENT T SEPARATE FROM RUNOFF,. 'I �- _ I HbHTLA �y E.A ONE SANDBAG GAP IN THE TOP ROW TO PROVIDE A AY FOR OVERFLOW. INSPftCT BARRIE*9 NCB PREMOVE SEDIMENT AFTER' EA ' # ' ;I . SEDIMENT AND GRAVEL MUST BE REMOMF.-D, FROM THE. T ; ` ELED i lAY_: WTEI-Y URB, AND QUTTER BARF7IIER . `1,....,: ., N}T3PEN TCAf`F{C' + PUBLIC ARKS D T��_ 12/10/2024 I SS I RP I SS JISSUEDFORBID DATE I DSN I CHK I APP I REVIS r ! _ r_ w Mj� DESIGNED BY: S. SRIDHARAN DRAWN BY: H. ONG CHECKED BY: R. PARISH APPROVED BY 15' ATB APR Ii PROTECT GIB 6f4D FROM SPLASHING W,, ATxER : OTES cm L`�C'.;�� {. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 216.50 SUBMITTED BY: 77 u 2 °1PE LOCATE INVERT OF TOP P{PE 12" TO 14" ABOVE :BOTTO�::QF tf& SUMP 'AG OMMODA-M ,LEANING BY Tf KHQE -- t iz _,BALL VAL E ' LEVAT10 _IE WAIMX ; 12'9 � I EED S ECM 1 r id, �' "� .b' � �{f..'#11 S.�R'. A 3#5. �nj �f ,. ' � $ ��� � �•I :' s�:��'S S �E ..Ii ?Sn. 1/2" SCH 40 F RAYER ATB CO TRUCTION ENTRA , QQ ,W=CT WATERS" C`';��� O PONCE- 6" SLEEVE,00WR ROAD E 93 r T EACH h AT t M TER LLD O, , NGED A 1VIIN{� OF�NCE F:� ,�,ON LARGE ��'�'tii0�,�:�..,,. . �PIVIORE THAI��� 20 TRUCKS PER HOUR ARE OWN- �`fED WASH OR TIRE ,N. EED TO BE CHANGED MORE O TEM O' r+ , � tlFTEN. A `SEPARATE ONSITE TREATMENT SYST TH WASHWAT SHALL BE DISCHARGED TO EM, SUCH AS A CLOSE❑ -LOOP RECIRCULATION R LAOAPPLICATION, " 'O THE SANIT41, SEWER SYSTW WITH PROPER APPROVAL AND/OR PERMITS FROM KING COUNTY AND THE CITY OF RENTON. UNLESS OTHERWISE N{��, b-#Rw M0 { T Ta SCALE (NTS) STD. PLAN - 215.00 P�UB��I vORK HEEL W SH AND PAVED p D: QAZCON TR, 1 r. RANU SCALE: Q J NTS - Q FILENAME: r.JIDE U) 4S U) w J S1-BT120-CTD101-104 BRT General Engineering Consultant J LL SDUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: REVIEWED BY: DATE: DATE: STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 CIVIL STANDARD TESC DETAILS 9/Z8/Zfl MW DRAWING No.: BT120-CTD103 FACILITY ID: BT120 SHEET No.: REV: 064 0 N co Xrefs: M xBRT-CUD05-T GB-SEAL-SS56 1 C) 0 Lu ®R 0 co 0 0 N Cn 0 N 0 0 2E O d z J U) z O U z ly- 0o (U) V Y Q U)m Y ( Q co n ---- U) 0 N --- N z - N Y --- -0 CN rn 0 o No. 0 J J 0 IX w LL m o¢c 0 41-1:1V 20'-011 DESIGNED BY: S. SRIDHARAN DRAWN BY: H. ONG CHECKED BY: R. PARISH APPROVED BY: S. SRIDHARAN IVIIIYIIVIVIVI COMPOST SOCK DETAIL 12 SUBMITTED BY: 4 R. PARGAS I" (IN) TO 48" (IN) CK (TYP.) CONTOUR LINE j� (TYP.) DISTURBED AREA SPACING VARIES (TYP.) SEE COMPOST SOCK, SPACING TABLE NOTES 1. Compost Sock shall be in accordance with Standard Specification, Section 9-14.5(6). 2. Securely knot each end of Compost Sock. Overlap adjacent Compost Sock ends 12" (in) behind one another and securley tie together. 3. Compost to be dispersed on site as determined by the Engineer, when vegetation covers the surface. 4. If Erosion Control Blanket is specified, place Compost Sock on top of blanket. See Standard Plan 1-60.10. 5. Install Compost Sock perpendicular to flow along contours. 6. Remove sediment from the up slope side of the Compost Sock when accumulation has reached 1/2 of the effective height of the Compost Sock without compromising the intended function of the Compost Sock per Standard Specification, section 8-01.3(12) as determined by the Engineer. 7. Perform maintenance in accordance with Standard Specification, Section 8-01.3(15). 8. Refer to Standard Specification, Section 8-01.3(16) for removal. BIODEGRADABLE EROSION CONTROL BLANKET 'REATED SEE NOTE 4 COMPOST SOCK (TYP.) SEE DETAIL !; PROTECTED ° AREA SECTION OA DRAINAGE GRATE (CIRCULAR GRATE SHOWN) 2" (IN) x 2" (IN) X 24" (IN) UN -TREATED WOODEN STAKE, SPACED EVERY 36 (IN) O.C. (TYP.) \1�6ir \1�lir \\Ili/r COMPOST SOCK )NTROL BLANKET - it SEE DETAIL \il, O 12" (IN) MIN. OVERLAP WIRE TIED ISOMETRIC VIEW CATCH BASIN INSTALLATION DEVELOPMENT ENGINEERING O F W A spy VeE H.I. ,q OQ o 2 p o�v V Os�2EXP_ Hartwig, Juli j}. Jun 4 2019 8:06 AM 1 .T.. cdsi n COMPOST SOCK STANDARD PLAN 1-30, 40-02 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Roark, Steve ry Jun 12 2019 7.41 AM STATE DESIGN ENGINEER Washington State Department of Transportation TI/ msippo 11 /25/2025 Ul SCALE: NTs STRIDE BUS RAPID TRANSIT FILENAME: SOUTH RENTON TRANSIT CENTER 4S U) Cn S1-BT120-CTD101-104 BT105 BRT General Engineering Consultont J LL CONTRACT No.: SOUNDTRANSIT CIVIL RTA/CN 0205-24 STANDARD TESL DETAILS DATE: REVIEWED BY: DATE: DATE: 12/10/2024 1 J. ALTCHECH 12/10/2024 12/10/2024 JR-433265 DRAWING No.: BT120-CTD104 FACILITY ID: BT120 SHEET No.: REV: 065 0 co N T N C) O N U H H co co CD CD CD N Q J N co Xrefs: co xBRT-CUD05-T xS1-BT120-CAP xS1-BT120-CSP O xS 1-BT120-CSN xS1-BT120-VRX xS1-BT120-RPP xS1-BT120-LTP 0 GB-SEAL-LBR2 1 1 xS1-BT120-VSF xS 1-BT120-GZK S 1-BT 120-GZKO GB-SEAL-JKH53550 xS1-BT120-TSP001 xS1-BT120-CZN002 z X I<- GENERAL NOTES: /L1k I CL BT120-C-SR167 RAINIER 200+01 CL BT120-C-GRADY _ an AA M \\\\ S1 A GRp`DY .GSp��4 MA SEE DW 1. SEE SHEET BT120-CSP100 FOR SITE PREPARATION U GENERAL NOTES. 2. SEE SHEETS BT120-CPP101-CPP106 AND o BT120-CPP201-CPP205 FOR PAVING PLANS. CD 3. SEE SHEETS BT120-CSS101-CSS102 FOR SITE cU) PREPARATION POINT TABLES. U 0 4. SEE SHEETS BT1 20-LTS1 01 -LTS1 02 FOR TREE ~ m INVENTORY TABLE AND TREE PROTECTION DETAIL. 0 5. SEE SHEETS BT120-GZKO01 AND SHEETS CIA BT120-GZN001-GZN007 FOR GENERAL KEY PLAN, co GENERAL ABBREVIATIONS, AND GENERAL o SYMBOLS AND LEGEND. U 6. LIMITS OF GRAVEL ARE APPROXIMATE. z 0 U) Z) O U) Q J U Z m O -J �I m —O U Q¢ co (D z Y N 1 06/13/2025 LBR DP LBR ADDENDUM #1 o 0 12/10/2024 LBR LDG LBR ISSUED FOR BID o o U No. DATE DSN CHK APP REVISION DESIGNED BY: L. REDMAN DRAWN BY: L. REDMAN CHECKED BY: L. GILBERT APPROVED BY: L. REDMAN Al v MIIIIIIIIIIIIWO x CL BT120-C-RAINIER ■ RAINIER 202+00 il 105 a 115 wn P� � 12 CSQ`LO�J SEA � LEGEND*: + + + + L+ CLEARING AND GRUBBING REMOVE GRAVEL HMA GRINDING -------- SAWCUT LINE ---- --- TREE PROTECTION ZONE TREE PROTECTION FENCING ® TREE TO BE REMOVED 1036 TREE TAG NUMBER SEE SHEET BT120-CSS101 CDSITE PREPARATION POINT SEE SHEETS GZN006-GZN007 FOR * GENERAL SYMBOLS AND LEGEND T RWA 1� C �C Cr ~ z j 22025708 0 w 'OI S TV, SSIONAL �SUBMITTED BY: 06/11 /2025 R. PARGAS RAINIER AVE S il RAINIER 203+00 — RAIN/E MATCHLINE: SEE DWG BT120-CSP205 REMOVE EXISTING STRUCTURE REMOVE CONCRETE PAVEMENT REMOVE BY OTHERS REMOVE ASPHALT PAVEMENT REMOVE BUILDING FOUNDATION n n n 'Al n A BRIT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH 10 iu- sm 103 L — 102 201 — 107 202 106 203 co I204 Q -� J Q —� 205 105 101 104 1 I1 Gvv R L _ Wp►Y coo J � I SCALE: 1 "=20' Q J FILENAME: Q U U) U) w J S1-BT120-CSP101-107 J LL SouNDTRANSIT CONTRACT No.: RTA/LR RTA/CN 0205-; DATE: DATE: 12/10/2024 12/10/2024 N p Q � �a � Z CO LLI N Z� m ..� W Zp 21,V �C/) A UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT1 20-RPP201 -BT1 20-RPP205 N 20 10 0 20 40 KEY MAP —I SCALE IN FEET DEVELOPMENT ENGINEERING msippo 11 /25/2025 R-433267 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER BT120-CSP101 BT105 FACILITY ID: CIVIL BT120 SHEET No.: REV: SITE PREPARATION PLAN RAINIER STA 200+00 TO RAINIER STA 204+00 067 1 C'7 N T N CU 0) 0 0 T co co O O 0 Nt N Q J Xrefs: M xBRT-CUD05-T xS1-BT120-CAP xS1-BT120-CSP 0 xS1-BT120-CSN xS1-BT120-VRX xS1-BT120-RPP xS1-BT120-LTP GB-SEAL-LBR2 1 1 xS1-BT120-VSF I— xS 1-BT120-GZK S 1-BT120-GZKO GB-SEAL-JKH53550 xS1-BT120-TSP001 xS1-BT120-CZN002 ti 0 0 a U) U 0 N m U) 'o N co It 0 O U z 0 Q U) O J Q 06 CO O U) c/)m J O — U �a 't U N Z N � L N co o a o U GENERAL NOTES: 1. SEE SHEET BT120-CSP100 FOR SITE PREPARATION GENERAL NOTES. 2. SEE SHEETS BT120-CPP101-CPP106 AND BT120-CPP201-CPP205 FOR PAVING PLANS. 3. SEE SHEETS BT120-CSS101-CSS102 FOR SITE PREPARATION POINT TABLES. 4. SEE SHEETS BT120-LTS101-LTS102 FOR TREE INVENTORY TABLE AND TREE PROTECTION DETAIL. 5. SEE SHEETS BT120-GZKO01 AND SHEETS BT120-GZN001-GZN007 FOR GENERAL KEY PLAN, GENERAL ABBREVIATIONS, AND GENERAL SYMBOLS AND LEGEND. 6. LIMITS OF GRAVEL ARE APPROXIMATE. 1 06/13/2025 LBR DP I LBR ADDENDUM #1 12/10/2024 LBR LDG LBR ISSUED FORBID L0 No. DATE DSN CHK I APP REVISION IVIA I t.#rl LIIV C : SEE DWG BT120-CSP203 CONSTRUCTION NOTES: 1O REMOVE CEMENT CONC SIDEWALK 2O REMOVE CEMENT CONC CURB 3O REMOVE CEMENT CONC CURB AND GUTTER OPROTECT DURING CONSTRUCTION DESIGNED BY: L. REDMAN DRAWN BY: L. REDMAN CHECKED BY: L. GILBERT APPROVED BY: L. REDMAN LEGEND*: L+ + + + + + + CLEARING AND GRUBBING REMOVE GRAVEL HMA GRINDING -------- SAWCUT LINE SUBMITTED BY: 06/11 /2025 1R. PARGAS — — — — — — - TREE PROTECTION ZONE TREE PROTECTION FENCING ® TREE TO BE REMOVED 1036 TREE TAG NUMBER SEE SHEET BT120-CSS101 C�D SITE PREPARATION POINT IVIA I l:NLINt: SEE DWG BT120-CSP201 REMOVE EXISTING STRUCTURE REMOVE CONCRETE PAVEMENT REMOVE BY OTHERS REMOVE ASPHALT PAVEMENT REMOVE BUILDING FOUNDATION E N ce. w _ VI 103 L- * SEE SHEETS GZN006-GZN007 FOR GENERAL SYMBOLS AND LEGEND sW GRA YWA SCALE: J 1 "=20' Q Q FILENAME: co 4,5r,RIDE (n w J S1-BT120-CSP101-107 BRT General Engineering Consultant z " SOUNDTRANSIT CONTRACT No.: RTA/LR RTA/CN 0205 DATE: REVIEWED BY: DATE: DATE: 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 102 101 cc co ''OA �J f co N M c'0 co Qa 4� • W N Z � Q m uj 3 ZO 2W C� Lij 201 a 106 203 204 J Q 205 105 104 u UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT1 20-RPP201 -BT1 20-RPP205 20 10 0 20 40 KEY MAP SCALE IN FEET DEVELOPMENT ENGINEERING msippo 11 /25/2025 R-433268 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER BT120-CSP102 BT105 FACILITY ID: CIVIL BT120 SHEET No.: REV: SITE PREPARATION PLAN RAINIER STA 204+00 TO RAINIER STA 208+50 068 1 C'7 N T N 0 0 N CU LO 0 0 0 T 0 0 0 4 N Q D I N co Xrefs: co xBRT-CUD05-T xS 1-BT120-CAP xS1-BT120-CSP 0 xS1-BT120-CSN xS1-BT120-VRX xS1-BT120-RPP xS1-BT120-LTP 0 GB-SEAL-LBR2 1 1 xS1-BT120-VSF xS 1-BT120-GZK S 1-BT 120-GZKO GB-SEAL-JKH53550 xS1-BT120-TSP001 xS1-BT120-CZN002 ®R 0 U) 0 N H m U) CD N_ CO IZI- 0 O U z 0 Q U) Z) O U) Q J � m O U) �I J m —0 U Q Q 0 U z Y O> N j o >� o U O � CL BT120-C-SW7THST 0 0 1 o RAINIER 212+00 C 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 RAINIER 213+00 \ J \ f= W I RAINII LT 0 HH GENERAL NOTES: CONSTRUCTION NOTES: LEGEND*: - - - - - - 1. SEE SHEET BT120-CSP100 FOR SITE PREPARATION 2 REMOVE CEMENT CONC CURB + + + + + + + + + + J CLEARING AND GRUBBING REMOVE EXISTING STRUCTURE GENERAL NOTES. REMOVE GRAVEL REMOVE CONCRETE PAVEMENT 2. SEE SHEETS BT120-CPP101-CPP106 AND HMA GRINDING REMOVE BY OTHERS I I �PPJ BT120-CPP201-CPP205 FOR PAVING PLANS. -------- SAWCUT LINE REMOVE ASPHALT PAVEMENT I LI 3. SEE SHEETS BT120-CSS101-CSS102 FOR SITE SIN 7TU PREPARATION POINT TABLES. --- ---- TREE PROTECTION ZONE REMOVE BUILDING FOUNDATION I 103 I 1 TREE PROTECTION FENCING UPDATES TO ROW 4. SEE SHEETS BT1 20-LTS1 01 -LTS1 02 FOR TREE 1 L I SEE SHEETS INVENTORY TABLE AND TREE PROTECTION DETAIL. I BT120-RPP101-BT120-RPP102 ® TREE TO BE REMOVED BT120-RPP105-BT120-RPP106 5. SEE SHEETS BT120-GZK001 AND SHEETS TREE TAG NUMBER 102 201 — 107 BT120-RPP201-BT120-RPP205 BT120-GZN001-GZN007 FOR GENERAL KEY PLAN, 1036 SEE SHEET BT120-CSS101 202 106 W y GENERAL ABBREVIATIONS, AND GENERAL _ 203 Q SYMBOLS AND LEGEND. CK)SITE PREPARATION POINT 204 Q 205 � 105 6. LIMITS OF GRAVEL ARE APPROXIMATE. SEE SHEETS GZN006-GZN007 FOR N GENERAL SYMBOLS AND LEGEND 101 104 III Rv G WAY 20 10 0 20 40 KEY MAP SCALE IN FEET DEVELOPMENT ENGINEERING msippo 11 /25/2025 R-433269 DESIGNED BY: SCALE: DRAWING No.: L. REDMAN vj R, � Q J 111=20' STRIDE BUS RAPID TRANSIT gT120-CSP103 DRAWN BY: y �� �l�Cq✓G - U FILENAME: SOUTH RENTON TRANSIT CENTER L. REDMAN � �r ' z sr)?IDE w J S1-BT120-CSP101-107 BT105 FACILITY ID: CHECKED BY: BRTGeneral Engineering Consultant LL SovN�T►�Nsir CONTRACT No.: CIVIL BT120 1 06/13/2025 LBR DP LBR ADDENDUM #1 L. GILBERT o�,-22025708o w ,Y A/1,Y�7 RTA/LR RTA/CN 0205-2 SHEET No.: REV: ass GISTEgSITE PREPARATION PLAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID APPROVED BY: ZONAL SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: RAINIER STA 208+50 TO RAINIER STA 212+42.13 069 1 No. I DATE I DSN I CHK I APP I REVISION L. REDMAN 1 06/11/2025 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 co N T N O O N CU co N O O O N Q J Ap Xrefs: M xBRT-CUD05-T xS1-BT120-CAP xS1-BT120-CSP O xS1-BT120-CSN xS1-BT120-VRX xS1-BT120-RPP Q xS1-BT120-LTP GB-SEAL-LBR2 1 1 xS1-BT120-VSF xS1-BT120-GZK S1-BT120-GZKO GB-SEAL-JKH53550 xS1-BT120-TSP001 xS1-BT120-CZN002 ®R ti 0 0 n U) 0 N H m U) 0 N IZI- 0 0 U z 0 Q U) Z) 0 U) Q J �m 0 U) J m -0 U Q¢ Z Y 0 N j o >� o U MATCHLINE: MATCHLINE: SEE DWG BT120-CSP205 SEE DWG BT120-CSP204 GENERAL NOTES: CONSTRUCTION NOTES: LEGEND*: 1. SEE SHEET BT120-CSP100 FOR SITE PREPARATION 1O REMOVE CEMENT CONC SIDEWALK ++++++++++A CLEARING AND GRUBBING GENERAL NOTES. REMOVE GRAVEL O2 REMOVE CEMENT CONC CURB 2. SEE SHEETS BT120-CPP101-CPP106 AND HMA GRINDING BT120-CPP201-CPP205 FOR PAVING PLANS. O3 REMOVE CEMENT CONC CURB AND GUTTER -------- SAWCUT LINE 3. SEE SHEETS BT120-CSS101-CSS102 FOR SITE O5 REMOVE EXISTING FENCE PREPARATION POINT TABLES. --- --- TREE PROTECTION ZONE O8 PROTECT DURING CONSTRUCTION 4. SEE SHEETS BT120-LTS101-LTS102 FOR TREE TREE PROTECTION FENCING INVENTORY TABLE AND TREE PROTECTION DETAIL. 10 REMOVE EXISTING GATE ® TREE TO BE REMOVED 5. SEE SHEETS BT120-GZKO01 AND SHEETS 1036 TREE TAG NUMBER BT120-GZN001-GZN007 FOR GENERAL KEY PLAN, SEE SHEET BT120-CSS101 GENERAL ABBREVIATIONS, AND GENERAL SYMBOLS AND LEGEND. CD SITE PREPARATION POINT 6. LIMITS OF GRAVEL ARE APPROXIMATE. 1 06/13/2025 LBR DP I LBR ADDENDUM #1 12/10/2024 LBR LDG LBR ISSUED FORBID L0 No. DATE DSN CHK I APP REVISION DESIGNED BY: L. REDMAN DRAWN BY: L. REDMAN CHECKED BY: L. GILBERT APPROVED BY: L. REDMAN SUBMITTED BY: 06/11 /2025 R. PARGAS REMOVE EXISTING STRUCTURE REMOVE CONCRETE PAVEMENT REMOVE BY OTHERS REMOVE ASPHALT PAVEMENT REMOVE BUILDING FOUNDATION 1 O I L 102 r * SEE SHEETS GZN006-GZN007 FOR I GENERAL SYMBOLS AND LEGEND 101 SW Y G WAY o co SCALE: QJ 1 "=20' SrJ?IDE U) c/) - Q U FILENAME: w J S1-BT120-CSP101-107 BRT General Engineering Consultant J LL SDUNDTRANSIT CONTRACT No.: RTA/LR RTA/CN 0205-2 DATE: REVIEWED BY: DATE: DATE: 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 u CD LO W LO LO O r � Qa �cn cn 0 �o Q N Q � � m W ?� Z Q J W = W H cn Q UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT1 20-RPP201 -BT1 20-RPP205 I 20 10 0 20 40 KEY MAP SCALE IN FEET DEVELOPMENT ENGINEERING Ismsippo 11/25/2025 R-433270 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 CIVIL SITE PREPARATION PLAN G RADY STA 151 +00 TO G RADY STA 156+50 DRAWING No.: BT120-CSP104 FACILITY ID: BT120 SHEET No.: REV: 070 1 C'7 N T N 0 N CU LO 0) C) C) C) C) T rr n N O O N Q J N co Xrefs: co xBRT-CUD05-T xS 1-BT120-CAP xS1-BT120-CSP 0 xS1-BT120-CSN xS1-BT120-VRX xS1-BT120-RPP xS1-BT120-LTP 0 GB-SEAL-LBR2 I I 1 xS1-BT120-VSF xS 1-BT120-GZK S 1-BT 120-GZKO GB-SEAL-JKH53550 xS1-BT120-TSP001 xS1-BT120-CZN002 ®R CD C) n U) 6 CV H m U) CD CV CO 00 IZI- CD 0 0 U z 0 U� Q U) Z) 0 U) Q J Cf �m 0 U) J m —0 U Q¢ rn (� Z Y 0 CV j o �> o U try ►0e.!.!������.� IQ�Mplo"• �;� • • - .� 189 X 8 ) (TRANSMISSION POLE) 1IGNEZ I- 1 GRADY 157+00 7 CL BT120-C-GRADY S GRADY WAY 237 0 GRADY 158+00 183 ra��.j���•r1'�•j�rJ►���1�•i�r�j��.�l:��y�����j��•iv`��I��i+j''�!�1<����i����'j��i���w•• � .. 238 186 187 0 MATCHLINE: LAKE STA 401+50 SEE DWG BT120-CSP106 3 0 193 182 239 234 f� 240 LAKE 400+00 I GRADY 159+q0 GRADY 160+00 GRADY 160+46 1 233 0 232 0 LAKE 399+4 GENERAL NOTES: CONSTRUCTION NOTES: LEGEND*: 1. SEE SHEET BT120-CSP100 FOR SITE PREPARATION O REMOVE CEMENT CONC SIDEWALK L++++++++++ CLEARING AND GRUBBING GENERAL NOTES. GRAVEL OREMOVE REMOVE CEMENT CONC CURB 2. SEE SHEETS BT120-CPP101-CPP106 AND HMA GRINDING BT120-CPP201-CPP205 FOR PAVING PLANS. O3 REMOVE CEMENT CONC CURB AND GUTTER -------- SAWCUT LINE 3. SEE SHEETS BT1 20-CSS1 01 -CSS1 02 FOR SITE 4O REMOVE EXISTING BUSINESS SIGN AND FOUNDATION PREPARATION POINT TABLES. --- --- TREE PROTECTION ZONE O5 REMOVE EXISTING FENCE 4. SEE SHEETS BT1 20-LTS1 01 -LTS1 02 FOR TREE TREE PROTECTION FENCING INVENTORY TABLE AND TREE PROTECTION DETAIL. O6 REMOVE EXISTING PAVEMENT MARKINGS TREE TO BE REMOVED 5. SEE SHEETS BT120-GZKO01 AND SHEETS O8 PROTECT DURING CONSTRUCTION 1036 TREE TAG NUMBER BT120-GZN001-GZN007 FOR GENERAL KEY PLAN, SEE SHEET BT120-CSS101 GENERAL ABBREVIATIONS, AND GENERAL O9 IMPROVEMENT AREA BY OTHERS SYMBOLS AND LEGEND. 1 XO SITE PREPARATION POINT 11 ADJUST WELL TO GRADE 6. LIMITS OF GRAVEL ARE APPROXIMATE. * SEE SHEETS GZN006-GZN007 FOR GENERAL SYMBOLS AND LEGEND 1 06/13/2025 LBR DP I LBR ADDENDUM #1 0 12/10/2024 LBR LDG I LBR ISSUED FORBID No. DATE DSN CHK APP REVISION DESIGNED BY: L. REDMAN DRAWN BY: L. REDMAN CHECKED BY: L. GILBERT APPROVED BY: L. REDMAN �� SUBMITTED BY: 06/11 /2025 R. PARGAS 4S BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH REMOVE EXISTING STRUCTURE REMOVE CONCRETE PAVEMENT REMOVE BY OTHERS REMOVE ASPHALT PAVEMENT REMOVE BUILDING FOUNDATION T `�`� J N P i L SCALE: 1 "=20' Q J FILENAME: Q U U) U) w J S1-BT120-CSP101-107 J LL AA,S1T SouNDTR CONTRACT No.: ,Y /1,Y RTA/LR RTA/CN 0205-; DATE: DATE: 12/10/2024 12/10/2024 102 u UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT1 20-RPP201 -BT1 20-RPP205 20 10 0 20 40 KEY MAP SCALE IN FEET DEVELOPMENT ENGINEERING msippo 11 /25/2025 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 CIVIL SITE PREPARATION PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 R-433271 DRAWING No.: BT120-CSP105 FACILITY ID: BT120 SHEET No.: REV: 071 1 co N T N O O N CU LO O O O O T rr 0- co O O I N Q J N co Xrefs: co xBRT-CUD05-T xS 1-BT120-CAP xS1-BT120-CSP 0 xS1-BT120-CSN xS1-BT120-VRX xS1-BT120-RPP xS1-BT120-LTP 0 GB-SEAL-LBR2 1 1 xS1-BT120-VSF xS 1-BT120-GZK S 1-BT 120-GZKO GB-SEAL-JKH53550 xS1-BT120-TSP001 xS1-BT120-CZN002 ®R CD C) n U) 0 CV m U) CD CV coo IZI- CD 0 O U z 0 U� Q U) Z) O U) Q J Cf �m O U) J m - O U Q Q rn O z Y O> CV j lo o o U GENERAL NOTES: 1. SEE SHEET BT120-CSP100 FOR SITE PREPARATION GENERAL NOTES. 2. SEE SHEETS BT120-CPP101-CPP106 AND BT120-CPP201-CPP205 FOR PAVING PLANS. 3. SEE SHEETS BT120-CSS101-CSS102 FOR SITE PREPARATION POINT TABLES. 4. SEE SHEETS BT120-LTS101-LTS102 FOR TREE INVENTORY TABLE AND TREE PROTECTION DETAIL. 5. SEE SHEETS BT120-GZKO01 AND SHEETS BT120-GZN001-GZN007 FOR GENERAL KEY PLAN, GENERAL ABBREVIATIONS, AND GENERAL SYMBOLS AND LEGEND. 6. LIMITS OF GRAVEL ARE APPROXIMATE. MATCHLINE: SEE DWG BT120-CSP204 CONSTRUCTION NOTES: 1O REMOVE CEMENT CONC SIDEWALK O3 REMOVE CEMENT CONC CURB AND GUTTER O5 REMOVE EXISTING FENCE O6 REMOVE EXISTING PAVEMENT MARKINGS O8 PROTECT DURING CONSTRUCTION MATCHLINE: SEE DWG BT120-CSP202 LEGEND*: F++++++++++ J CLEARING AND GRUBBING REMOVE GRAVEL HMA GRINDING -------- SAWCUT LINE - - - - - - - - TREE PROTECTION ZONE TREE PROTECTION FENCING ® TREE TO BE REMOVED 1036 TREE TAG NUMBER SEE SHEET BT120-CSS101 CDSITE PREPARATION POINT SEE SHEETS GZN006-GZN007 FOR * GENERAL SYMBOLS AND LEGEND I I I I I I I I I I ----------- I... . . .. . . ... . . . MATCHLINE: LAKE STA 405+50 SEE DWG BT120-CSP107 REMOVE EXISTING STRUCTURE REMOVE CONCRETE PAVEMENT REMOVE BY OTHERS REMOVE ASPHALT PAVEMENT REMOVE BUILDING FOUNDATION 1 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT1 20-RPP201 -BT1 20-RPP205 20 10 0 20 40 KEY MAP SCALE IN FEET DEVELOPMENT ENGINEERING jamsippo 11/25/2025 R-433272 DESIGNED BY: SCALE: DRAWING No.: L. REDMAN �~~��TfjI? Q J 1l�=20' STRIDE BUS RAPID TRANSIT gT120-CSP106 DRAWN BY: y �� Cq✓G U FILENAME: SOUTH RENTON TRANSIT CENTER L. REDMAN �� � �� ' z z j S1-BT120-CSP101-107 BT105 FACILITY ID: CHECKED BY: ®� �c� BRT General Engineering Consultant SovN�T►�Nsir CONTRACT No.: CIVIL BT120 1 06/13/2025 LBR DP LBR ADDENDUM #1 D. POSTEN o� �2025708�0 w ,Y A/1,Y�7 RTA/LR RTA/CN 0205-2 SHEET No.: REV: 0 12/10/2024 LBR LDG LBR ISSUED FORBID APPROVED BY: �SSIONAL �� SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: SITE PREPARATION PLAN LAKE STA 401 +50 TO LAKE STA 405+55.16 072 1 No. DATE DSN CHK APP REVISION L. REDMAN 06/11/2025 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 IN �y �PP u I SW 7TU 103 L I I I 102 201 - 107 ,20,2 106 _ - s y 204 Q J Q -� 205 105 101 104 1 I1 Gvv R DY WAYCIO o co N T N O O N U LO CD O O T rr n co co N O O O N Q J N C'7 Xrefs: M xBRT-CUD05-T xS1-BT120-CAP xS1-BT120-CSP O xS 1-BT120-CSN xS1-BT120-VRX xS1-BT120-RPP xS1-BT120-LTP GB-SEAL-LBR2 1 1 xS1-BT120-VSF xS 1-BT120-GZK S 1-BT 120-GZKO GB-SEAL-JKH53550 xS1-BT120-TSP001 xS1-BT120-CZN002 ®R CD C) n U) 0 CV H m U) CD CV coo IZI- CD 0 0 U z 0 U� Q U) Z) 0 U) Q J Cf � m 0 U) J m — 0 U Q¢ rn (� z Y 0 CV j o >� o U 0 CD o Q a H U) UU W CD J m C� Z� JD =W F-U) Q 5 LAKE 406+00 LAKE AVE S 111 LAKE 407+00 CL BT120-C-LAKE O� I LAKE 408+29 O r— LAKE 408+00 O 0 of GENERAL NOTES: CONSTRUCTION NOTES: LEGEND*: v v v v v v v v 1. SEE SHEET BT120-CSP100 FOR SITE PREPARATION O6 REMOVE EXISTING PAVEMENT MARKINGS L+ CLEARING AND GRUBBING REMOVE EXISTING STRUCTURE GENERAL NOTES. REMOVE GRAVEL REMOVE CONCRETE PAVEMENT \ �u 2. SEE SHEETS BT120-CPP101-CPP106 AND HMA GRINDING REMOVE BY OTHERS N BT120-CPP201-CPP205 FOR PAVING PLANS. I -------- SAWCUT LINE REMOVE ASPHALT PAVEMENT 3. SEE SHEETS BT120-CSS101-CSS102 FOR SITE PREPARATION POINT TABLES. --- -- TREE PROTECTION ZONE REMOVE BUILDING FOUNDATION I 4. SEE SHEETS BT1 20-LTS1 01 -LTS1 02 FOR TREE TREE PROTECTION FENCING 1 L INVENTORY TABLE AND TREE PROTECTION DETAIL. ® TREE TO BE REMOVED 102 TREE TAG NUMBER 5. SEE SHEETS BT120-GZKO01 AND SHEETS 1036 BT120-GZN001-GZN007 FOR GENERAL KEY PLAN, SEE SHEET BT120-CSS101 GENERAL ABBREVIATIONS, AND GENERAL _ SYMBOLS AND LEGEND. CD SITE PREPARATION POINT 6. LIMITS OF GRAVEL ARE APPROXIMATE. * SEE SHEETS GZN006-GZN007 FOR GENERAL SYMBOLS AND LEGEND 101 SW Y G WAY o CIO 1 06/13/2025 LBR DP I LBR ADDENDUM #1 12/10/2024 LBR LDG LBR ISSUED FORBID L0 No. DATE I DSN I CHK I APP I REVISION DESIGNED BY: L. REDMAN DRAWN BY: L. REDMAN CHECKED BY: L. GILBERT APPROVED BY: L. REDMAN SUBMITTED BY: 06/11 /2025 R. PARGAS SCALE: QJ 1 "=20' Q U FILENAME: 4.5r)?IDE U) w J S1-BT120-CSP101-107 BRT General Engineering Consultant J LL SDUNDTRANSIT CONTRACT No.: RTA/LR RTA/CN 0205 DATE: REVIEWED BY: DATE: DATE: 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 Q' P 103 201 — 107 202 CO uj 203 204 J Q 205 105 104 1 II UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT1 20-RPP201 -BT1 20-RPP205 N 20 10 0 20 40 KEY MAP r SCALE IN FEET DEVELOPMENT ENGINEERING msippo 11 /25/2025W1 R-433273 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER BT120-CSP107 BT105 FACILITY ID: CIVIL BT120 SHEET No.: REV: SITE PREPARATION PLAN LAKE STA 405+50 TO LAKE STA 408+28.91 073 1 co N T O N CU N d co N O O N Q D I Ap Xrefs: M xBRT-CUD05-T xS1-BT120-CAP xS1-BT120-VRX O xS1-BT120-CSN xS1-BT120-CSP xS1-BT120-LTP 0 xS1-BT120-VSF xS1-BT120-GZK 1 xS1-BT120-GZK xS1-BT120-CZN 0 C) CV C) CV 0- U) 6 CV m U) 0 CV 0 IZI- C) 0 0 U z 0 Q U) Z) 0 U) Q J U) 0 U) (Ono' J m —0 U Q Q co (D Lp z Y �o N 1 o 0 o U No. MATCHLINE: — - - — ...-• r• w n n W W U) GENERAL NOTES: CONSTRUCTION NOTES: LEGEND*: 1. SEE SHEET BT120-CSP100 FOR SITE PREPARATION O1 REMOVE CEMENT CONIC SIDEWALK L + + ++ GENERAL NOTES. O2 REMOVE CEMENT CONIC CURB 2. SEE SHEETS BT120-CPP101-CPP106 AND BT120-CPP201-CPP205 FOR PAVING PLANS. O3 REMOVE CEMENT CONIC CURB AND GUTTER 3. SEE SHEETS BT1 20-CSS1 01 -CSS1 02 FOR SITE O4 REMOVE EXISTING BUSINESS SIGN AND FOUNDATION PREPARATION POINT TABLES. ---- ---- O5 REMOVE EXISTING FENCE 4. SEE SHEETS BT1 20-LTS1 01 -LTS1 02 FOR TREE INVENTORY TABLE AND TREE PROTECTION DETAIL. O7 REMOVE EXISTING BOLLARDS 5. SEE SHEETS BT120-GZKO01 AND SHEETS 8tADJUST T DURING ONSTRUCTION 1036 BT120-GZN001-GZN007 FOR GENERAL KEY PLAN, GENERAL ABBREVIATIONS, AND GENERAL SYMBOLS AND LEGEND. 11 WELL TO GRADE 1 CK) ^ ^ 6. LIMITS OF GRAVEL ARE APPROXIMATE. DESIGNED BY: L. REDMAN 1��THR�Ij wa DRAWN BY: I ype� of s�J� � L. REDMAN �r ~' z CHECKED BY: p 22025708 p w 06/13/2025 LBR DP LBR ADDENDUM #1 L. GILBERT STCg' ti4� 12/10/2024 LBR LDG LBR ISSUED FOR BID APPROVED BY: SSjoNAL SUBMITTED BY: DATE DSN CHK APP REVISION L. REDMAN 06/11/2025 R. PARGAS m SEE DWG BT120-CSP203 CLEARING AND GRUBBING REMOVE GRAVEL HMA GRINDING SAWCUT LINE TREE PROTECTION ZONE TREE PROTECTION FENCING TREE TO BE REMOVED TREE TAG NUMBER SEE SHEET BT120-CSS101 SITE PREPARATION POINT SEE SHEETS GZN006-GZN007 FOR GENERAL SYMBOLS AND LEGEND Vp ►�v�v�vvvvvvvvv� E—TO-10— "ll REMOVE EXISTING STRUCTURE REMOVE CONCRETE PAVEMENT REMOVE BY OTHERS REMOVE ASPHALT PAVEMENT REMOVE BUILDING FOUNDATION 1 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT1 20-RPP201 -BT1 20-RPP205 20 10 0 20 40 KEY MAP r SCALE IN FEET DEVELOPMENT ENGINEERING msippo 11 /25/2025 (Di R-433274 SCALE: STRIDE BUS RAPID TRANSIT DRAWING No.: w 111=20' BT120-CSP201 SrJ?IDE U) U) Q < FILENAME: SOUTH RENTON TRANSIT CENTER ui J S1-BT120-CSP201-205 BT105 FACILITY ID: BRT General Engineering Consultant LL SouNDTRANSIT CONTRACT No.: CIVIL BT120 RTA/LR RTA/CN 0205-24 SHEET No.: REV: DATE: REVIEWED BY: DATE: DATE: SITE PREPARATION PLAN 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 S RENTON TRANSIT CENTER 074 1 T `54t. N Ijy\ Lit - . W 7TH ST I 103 I L I I I 102 201 - _ 107 r 202 EO6 _ s y 204 Q J Q 205 105 101 104 Gvv R DY WAY co C'7 N T N 0 O N CU LO 0) Q I..L n C'7 co N O O O N Q J Ap Xrefs: M xBRT-CUD05-T xS1-BT120-CAP xS1-BT120-VRX O xS1-BT120-CSN xS1-BT120-CSP xS1-BT120-LTP Q xS1-BT120-VSF xS1-BT120-GZK 1 xS1-BT120-GZK xS1-BT120-CZN 0 Lri C) CV C) CV 0 CV m co 0 CV coo IZI- C) 0 0 U z 0 U) Z) 0 U) Q J Cn �m 0 U) c,' J m —0 U Q Q co (D Ln z Y N 1 O C)U No. MATCHLINE: SEE DWG BT120-CSP204 GENERAL NOTES: CONSTRUCTION NOTES: LEGEND*: 1. SEE SHEET BT120-CSP100 FOR SITE PREPARATION O4 REMOVE EXISTING BUSINESS SIGN AND FOUNDATION L+++++++++++, CLEARING AND GRUBBING GENERAL NOTES. -1 F.REMOVE GRAVEL O5 REMOVE EXISTING FENCE 2. SEE SHEETS BT120-CPP101-CPP106 AND HMA GRINDING BT120-CPP201-CPP205 FOR PAVING PLANS. P TECT DURI G CO TRUCTION -------- SAWCUT LINE 3. SEE SHEETS BT120-CSS101-CSS102 FOR SITE 11 ADJUST WELL TO GRADE PREPARATION POINT TABLES. - --- TREE PROTECTION ZONE 1 4. SEE SHEETS BT1 20-LTS1 01 -LTS1 02 FOR TREE TREE PROTECTION FENCING INVENTORY TABLE AND TREE PROTECTION DETAIL. ® TREE TO BE REMOVED 5. SEE SHEETS BT120-GZKO01 AND SHEETS 1036 TREE TAG NUMBER BT120-GZN001-GZN007 FOR GENERAL KEY PLAN, SEE SHEET BT120-CSS101 GENERAL ABBREVIATIONS, AND GENERAL SYMBOLS AND LEGEND. CK) SITE PREPARATION POINT 6. LIMITS OF GRAVEL ARE APPROXIMATE. * SEE SHEETS GZN006-GZN007 FOR DESIGNED BY: L. REDMAN DRAWN BY: L. REDMAN CHECKED BY: 06/13/2025 LBR DP LBR ADDENDUM #1 L. GILBERT 12/10/2024 LBR LDG LBR ISSUED FORBID APPROVED BY: DATE DSN CHK APP REVISION L. REDMAN �T H I? �� pF WA sh j 22025708 p w '-GISTY,, SSjCNAL SUBMITTED BY: 06/11 /2025 R. PARGAS e121►121:7_11&9'/851Y011Ry_1041914xel21041�� REMOVE EXISTING STRUCTURE REMOVE CONCRETE PAVEMENT REMOVE BY OTHERS REMOVE ASPHALT PAVEMENT REMOVE BUILDING FOUNDATIO 1 o 10 i103 i I=ER 1OWSBT10-RPP102102 201 107 BT10-RPP106BT10-RPP205 202 106 _ 203 uj y 204 Q L is J Ao� SCALE: Q JI ml=r 1 "=20' Q FILENAME: 4SrJ?IDE U) w J S 1-BT120-CSP201-205 BRT General Engineering Consultant J LL SDUNDTRANSIT CONTRACT No.: RTA/LR RTA/CN 0205 DATE: REVIEWED BY: DATE: DATE: 12/10/2024 1 J. ALTCHECH 12/10/2024 12/10/2024 2� 105 A ' IV s I� � J 1�� 20 10 0 20 40 V !I I 6666iiii KEY MAP SCALE IN FEET DEVELOPMENT ENGINEERING r,,,,� msippo 11 /25/2025 '=� R-433275 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER BT120-CSP202 BT105 FACILITY ID: CIVIL BT120 SHEET No.: REV: SITE PREPARATION PLAN S RENTON TRANSIT CENTER 075 1 C'7 N T N 0 O N CU LO 0) Q rr 0— C'7 co O O O N Q J Ap Xrefs: M xBRT-CUD05-T xS1-BT120-CAP xS1-BT120-VRX O xS1-BT120-CSN xS1-BT120-CSP xS1-BT120-LTP 0 xS1-BT120-VSF xS1-BT120-GZK 1 xS1-BT120-GZK xS1-BT120-CZN 0 C) CV C) CV 0- U) 0 CV m U) 0 CV 0 IZI- C) 0 0 U z 0 Q U) Z) 0 U) Q J U) Z m 0 U) J m —0 U Q Q co (D Lp z Y �o N 1 0 0 o o U No. GENERAL NOTES: CONSTRUCTION NOTES: LEGEND*: 1. SEE SHEET BT120-CSP100 FOR SITE PREPARATION O1 REMOVE CEMENT CONC SIDEWALK L++—+ + + ++ GENERAL NOTES. O2 REMOVE CEMENT CONC CURB .1 2. SEE SHEETS BT120-CPP101-CPP106 AND BT120-CPP201-CPP205 FOR PAVING PLANS. O4 REMOVE EXISTING BUSINESS SIGN AND FOUNDATION 3. SEE SHEETS BT1 20-CSS1 01 -CSS1 02 FOR SITE O5 REMOVE EXISTING FENCE PREPARATION POINT TABLES. P TECT DU G CONS UCTION 4. SEE SHEETS BT1 20-LTS1 01 -LTS1 02 FOR TREE INVENTORY TABLE AND TREE PROTECTION DETAIL. SADJUST WELL TO GRADE 1 5. SEE SHEETS BT120-GZKO01 AND SHEETS 1036 BT120-GZN001-GZN007 FOR GENERAL KEY PLAN, GENERAL ABBREVIATIONS, AND GENERAL SYMBOLS AND LEGEND. CK) 6. LIMITS OF GRAVEL ARE APPROXIMATE. DESIGNED BY: L. REDMAN 1��THR�Ij DRAWN BY: yp�� OF wa s�J� L. REDMAN �r ~' z CHECKED BY: p 22025708 p w 06/13/2025 LBR DP LBR ADDENDUM #1 L. GILBERT � S�GISTEg� 12/10/2024 LBR LDG LBR ISSUED FORBID APPROVED BY: S10NAL SUBMITTED BY: DATE DSN CHK APP REVISION L. REDMAN 06/11/2025 R. PARGAS MATCHLINE: MATCHLINE: SEE DWG BT120-CSP205 CLEARING AND GRUBBING REMOVE GRAVEL HMA GRINDING SAWCUT LINE TREE PROTECTION ZONE TREE PROTECTION FENCING TREE TO BE REMOVED TREE TAG NUMBER SEE SHEET BT120-CSS101 SITE PREPARATION POINT SEE SHEETS GZN006-GZN007 FOR GENERAL SYMBOLS AND LEGEND REMOVE EXISTING STRUCTURE REMOVE CONCRETE PAVEMENT REMOVE BY OTHERS REMOVE ASPHALT PAVEMENT REMOVE BUILDING FOUNDATION 1 N a W. ?N J� = f— U m ao 4 IW Lu UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT1 20-RPP201 -BT1 20-RPP205 20 10 0 20 40 KEY MAP r 11 SCALE IN FEET DEVELOPMENT ENGINEERING a msippo 11 /25/2025 R-433276 SCALE: STRIDE BUS RAPID TRANSIT DRAWING No.: w 111=20' BT120-CSP203 Q FILENAME: SOUTH RENTON TRANSIT CENTER 4SrJ?IDE w J S1-BT120-CSP201-205 BT105 FACILITY ID: BRT General Engineering Consultant � LL SouNDTRANSIT CONTRACT No.: CIVIL BT120 RTA/LR RTA/CN 0205-21 SHEET No.: REV: DATE: REVIEWED BY: DATE: DATE: SITE PREPARATION PLAN 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 S RENTON TRANSIT CENTER 076 1 10 �P♦� �5 P Lit I 103 I L I I I 102 201 — 107 r I 202 106 _ 203 y 204 Q J Q 205 105 101 104 Gvv R DY WAY u) Co N T N 0 O N U co co O 0 N Q J mmm N co Xrefs: co xBRT-CUD05-T Iq xS 1-BT120-CAP xS1-BT120-VRX( l xS1-BT120-CSN xS1-BT120-CSP xS1-BT120-LTP xS1-BT120-VSF 0 xS1-BT120-GZK 1 1 xS1-BT120-GZK xS1-BT120-CZN ®R Ln CD CV C) CV n U) 0 CV H m U) CD CV coo IZI- CD 0 O U z 0 U� Q U) Z) O U) Q J Cn � m O U) �I J m — O U Q Q co Ln z Y O> CV j o >� o U MATCHLINE: GENERAL NOTES: CONSTRUCTION NOTES: LEGEND*: 1. SEE SHEET BT120-CSP100 FOR SITE PREPARATION O2 REMOVE CEMENT CONC CURB L++++++++ CLEARING AND GRUBBING GENERAL NOTES. REMOVE GRAVEL O REMOVE EXISTING FENCE 2. SEE SHEETS BT120-CPP101-CPP106 AND HMA GRINDING BT120-CPP201-CPP205 FOR PAVING PLANS. PROTECT DURING CON TRUCTION -------- SAWCUT LINE 3. SEE SHEETS BT1 20-CSS1 01 -CSS1 02 FOR SITE 11 ADJUST WELL TO GRADE PREPARATION POINT TABLES. — — — — — — — — TREE PROTECTION ZONE 4. SEE SHEETS BT1 20-LTS1 01 -LTS1 02 FOR TREE 1 TREE PROTECTION FENCING INVENTORY TABLE AND TREE PROTECTION DETAIL. ® TREE TO BE REMOVED 5. SEE SHEETS BT120-GZKO01 AND SHEETS 1036 TREE TAG NUMBER BT120-GZN001-GZN007 FOR GENERAL KEY PLAN, SEE SHEET BT120-CSS101 GENERAL ABBREVIATIONS, AND GENERAL SYMBOLS AND LEGEND. CK) SITE PREPARATION POINT 6. LIMITS OF GRAVEL ARE APPROXIMATE. * SEE SHEETS GZN006-GZN007 FOR GENERAL SYMBOLS AND LEGEND REMOVE EXISTING STRUCTURE REMOVE CONCRETE PAVEMENT REMOVE BY OTHERS REMOVE ASPHALT PAVEMENT REMOVE BUILDING FOUNDATION 1 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT1 20-RPP201 -BT1 20-RPP205 20 10 0 20 40 KEY MAP SCALE IN FEET DEVELOPMENT ENGINEERING msippo 11 /25/2025 R-433278 DESIGNED BY: SCALE: DRAWING No.: L. REDMAN �~~-vlfl � Q J 1"-20' STRIDE BUS RAPID TRANSIT gT120-CSP205 DRAWN BY: y �� Cy� U FILENAME: SOUTH RENTON TRANSIT CENTER L. REDMAN r.RIDEuw J S1-BT120-CSP201-205 BT105 FACILITY ID: CHECKED BY: o 22025�08� w� B LL SovN�TRaNs�r CONTRACT No.: RTA/LR RTA/CN 0205-2 SHEET No.. REV. CIVIL BT120 �� [No 06/13/2025 LBR DP LBR ADDENDUM #1 L. GILBERT ass GISTEg� SITE PREPARATION PLAN 12/10/2024 LBR LDG LBR ISSUED FOR BID APPROVED BY: IONAL SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: 078 1 DATE DSN CHK APP REVISION L. REDMAN 06/11/2025 R. PARGAS 112/10/2024 J. ALTCHECH 112/10/2024 12/10/2024 1 S RENTON TRANSIT CENTER u I 103 L I I I 102 201 —J107 202 106 _ 203Luujy 204 Q J Q 205 105 101 104 1 II Gvv R DY WAY o y co N T N 0 0 N CU LO 0) 0 0 0 0 T rr n m co N O O O N Q J N co Xrefs: M xBRT-CUD05-T S1-BT120-CSP1 S1-BT120-CSP2 0 xS1-BT120-CZN I w N O TL O U) co U 6 N T— m TL U) O N co M O O U U Z_ ry 2 Q Z) O Q J 76 � m O) cl)I CO —O U Q< 00 (D Z Y rLO N L o (.0 U 1 06/13/2025 LBR DP I LBR ADDENDUM #1 0 12/10/2024 LBR LDG LBR ISSUED FORBID No. DATE DSN CHK APP REVISION DESIGNED BY: L. REDMAN DRAWN BY: L. REDMAN CHECKED BY: D. POSTEN APPROVED BY: L. REDMAN SUBMITTED BY: 06/11 /2025 R. PARGAS Q Q SrJ?IDE U IM)l z n U)_ cn J BRT General Engineering Consultant J SOUNDTRANSIT DATE: 12/10/2024 REVIEWED BY: J. ALTCHECH DATE: 12/10/2024 SCALE: NTS FILENAME: S 1-BT120-CSS 101-102 CONTRACT No.: RTA/LR RTA/CN 0205 DATE: 12/10/2024 C'7 N TT N 0 0 N CU H H H T N rr C'7 C'7 N O O O N Q J STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 CIVIL SITE PREP POINT TABLE DRAWING No.: BT120-CSS101 FACILITY ID: BT120 SHEET No.: REV: 079 1 N C'7 Xrefs: M xBRT-CUD05-T S1-BT120-CSP1 S1-BT120-CSP2 O xS1-BT120-CZN 0 w ®R N CD 0 co w U 0 N H m co CD N CO c� CD O U U _Z ry r) 2 Q U) O U) Q J Z m O J �I m —O U Q¢ c U _Z Y OLo N j o o U BT120-CSP201 SITE PREPARATION POINT TABLE POINT NO. ALIGNMENT STATION OFFSET 20 AI N I E R 207+98.44 58.0 'RT 221 RAINIER 208+00.15 48.77' RT 222 NTC 514+07.72 36.34' LT 223 NTC 512+85.84 0.10' RT 224 NTC 513+65.68 14.08' RT 225 NTC 514+06.70 32.30' LT 226 NTC 513+80.53 106.81' RT BT120-CSP202 SITE PREPARATION POINT TABLE POINT NO. ALIGNMENT STATION OFFSET 227 NTC 514+09.41 60.88' RT 228 NTC 514+48.63 31.82' LT 229 NTC 514+35.30 28.35' LT BT120-CSP203 SITE PREPARATION POINT TABLE POINT NO. ALIGNMENT STATION OFFSET 230 RAINIER 204+45.97 63.10' RT 31 AINIER 4 .84 50.0 ' T 232 RAINIER 205+86.15 50.09' RT 233 RAINIER 205+73.62 266.07' RT 234 RAINIER 205+35.50 99.39' RT 235 RAINIER 204+54.27 265.24' RT 236 RAINIER 204+21.88 113.87' RT 237 RAINIER 203+53.67 193.81' RT 238 RAINIER 202+98.27 327.69' RT 239 RAINIER 204+72.38 52.04' RT 1 06/13/2025 LBR DP I LBR ADDENDUM #1 0 12/10/2024 LBR LDG I LBR ISSUED FORBID No. DATE I DSN I CHK I APP I REVISION -11 DESIGNED BY: L. REDMAN DRAWN BY: L. REDMAN CHECKED BY: L. GILBERT APPROVED BY: L. REDMAN SUBMITTED BY: 06/11 /2025 1 R. PARGAS BT120-CSP204 SITE PREPARATION POINT TABLE POINT NO. ALIGNMENT STATION OFFSET 250 RAILAKDW 721 +25.92 70.99' LT 251 RAILAKDW 720+51.67 104.39' LT 252 RAILAKDW 717+07.45 56.42' RT BT120-CSP205 SITE PREPARATION POINT TABLE POINT NO. ALIGNMENT STATION OFFSET 240 RAINIER 201+51.10 62.39' RT 241 RAINIER 201+51.50 72.89' RT 242 RAINIER 201 +36.83 89.23' RT 243 RAINIER 201 +45.24 124.30' RT 244 RAINIER 202+30.61 147.89' RT DATE: 12/10/2024 4SrRIDE BRT General Engineering Consultant REVIEWED BY: J. ALTCHECH Q Q U U) Cf) W J J LL SoUNDTRANSIT DATE: 12/10/2024 SCALE: NTS FILENAME: S1-BT120-CSS101-102 CONTRACT No.: RTA/LR RTA/CN 0205 DATE: 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 CIVIL SITE PREP POINT TABLE R-433280 DEVELOPMENT ENGINEERING msippo 11 /25/2025 %j DRAWING No.: BT120-CSS102 FACILITY ID: BT120 SHEET No.: REV: 080 1 C'7 N T N O N CU H H H N d N 0 O N Q J N co Xrefs: xBRT-CUD05-T xS1-BT120-CZN xS1-BT120-CPP 1 O xS1-BT120-GZK xS1-BT120-VSF xS1-BT120-VRX xS1-BT120-CPP 0 xS1-BT120-CZN U 1 0 0 U 6 N m U) 0 N 0 0 O U Z 0 O J Q 06 D m O U) co J m 0 (D o z Y LO N 1 06/13/2025 LBR DP LBR ADDENDUM #1 0 12/10/2024 LBR LDG LBR ISSUED FOR BID o o U No. DATE DSN CHK APP REVISION JJ7,► �,�,, a A ( 104 1 ■ I I I I I I I i I I I I j L_J L--J L J L_-- CROSS REFERENCING OF DRAWINGS BASE SHEET TITLE S S S S S S S 1"=20' DRAWING SETS S1-BT120-CPP101 S1-BT120-CPP102 S1-BT120-CPP103 S1-BT120-CPP104 S1-BT120-CPP105 S1-BT120-CPP106 NOT USED CROSS REFERENCING OF DRAWINGS BASE SHEET TITLE 201 202 203 204 205 1 1 1"=20' DRAWING SETS S1-BT120-CPP201 S1-BT120-CPP202 S1-BT120-CPP203 S1-BT120-CPP204 S1-BT120-CPP205 I L I I I I 1 I I �SGR% I AREA MAP � 1 DESIGNED BY: L. REDMAN DRAWN BY: L. REDMAN CHECKED BY: L. GILBERT APPROVED BY: L. REDMAN a� wx �w SUBMITTED BY: DATE: 1 /2025 R. PARGAS 12/10/2024 SCALE: QJ 1 "=80' Q FILENAME: co U) uw J S1-BT120-CPP100 BRT General Engineering Consultant z LL SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 REVIEWED BY: DATE: DATE: J. ALTCHECH 12/10/2024 12/10/2024 GENERAL PAVING NOTES: 1. SEE SHEETS BT1 20-CRY1 01 -CRY1 06 FOR TYPICAL SECTIONS. 2. SEE SHEETS BT120-CSP101-CSP107 AND BT120-CSP201-CSP205 FOR SITE PREPARATION PLANS. 3. SEE SHEETS BT120-CMP101-CMP107 AND BT120-CMP201-CMP205 FOR CHANNELIZATION AND SIGNING PLANS. 4. SEE SHEETS BT120-GZKO01 AND SHEETS BT120-GZN001-GZN007 FOR GENERAL KEY PLAN, GENERAL ABBREVIATIONS, AND GENERAL SYMBOLS AND LEGEND. UPDATES TO ROW 1 SEE SHEETS BT120-RPP101-BT120-RPP102 BT1 20-RPP1 05-BT1 20-RPP1 06 BT1 20-RPP201 -BT1 20-RPP205 N 80 40 0 80 160 SCALE IN FEET DEVELOPMENT ENGINEERING msippo 11 /25/2025 R-433281 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER BT120-CPP100 BT105 FACILITY ID: CIVIL BT120 SHEET No.: REV: PAVING PLAN AREA PLAN AND GENERAL NOTES 081 1 C'7 N 0 N CU co 0 0 N Q J A Xrefs: M xS1-BT120-VRXO xS1-BT120-CZNO xBRT-CUD05-TB 0 xS1-BT120-CAPO xS1-BT120-CPP0 xS1-BT120-VSF1 0 xS 1-BT120-GZKO S1-BT120-CPP2 w xS1-BT120-GZK0 xS1-BT120-CPP0 xS1-BT120-CZN0 xS1-BT120-C RJ001 0 CD a n U 0 N m U) 0 N_ co co NT CD 0 z w _ X w I w Z 06 w CO = I � co } m O U d Q 6 Z o _ N � LO 0-0 o U 10 0 GENERAL NOTES: RAINIER 200+00 1. SEE SHEET BT120-CPP100 FOR GENERAL PAVING NOTES. 2. SEE SHEET BT120-CPS101-CPS108 FOR PAVING POINT TABLES. 3. SEE SHEETS BT120-CRD101-CRD119 FOR CURB RAMP PLAN AND DETAILS AND ADDITIONAL PAVING POINTS. 4. SEE SHEETS BT120-CRD120-CRD129 FOR PAVING DETAILS. 5. SEE SHEETS BT120-GZKO01 AND BT120-GZN001-GZN007 FOR GENERAL KEY PLAN, GENERAL ABBREVIATIONS, AND GENERAL SYMBOLS AND LEGEND. 6. SEE SHEETS BT120-LPP101-LPP106 AND BT120-LPP201-LPP205 FOR LANDSCAPE PLANTING PLAN. 7. SEE ARCHITECTURAL AND STRUCTURAL SHEETS FOR DETAILS. GRADY 150+00 - 109 x n x z I RAINIER 201+00 104 CL BT120-C-GRADY 116 114 22 103 110 105 II 0 0 II CL BT120-C-RAINIER 113 102 / 115 P•� G� 12Q.G 22 101 `11.()� 103 a so . ADY ST A �Q4 GR 12Q,CpP MAC CNL DW G p' SEE KEY NOTES: 11 INSTALL CEMENT CONC PAVEMENT PER TYPICAL SEC IONS ON SHEETS BT12 - RY1 - RY106 22 LONGITUDINAL PATCH FOR FLEXIBLE PAVEMENT PER CI OF RENTON STD PLAN 110.1 RAINIER 202+00 RAINIER AVE S I I II LEGEND*: + + + + + + + LANDSCAPING HARDSCAPE CDPAVING POINT 1 SEE SHEETS BT120-GZN006-GZN007 FOR GENERAL SYMBOLS AND LEGEND - - - LONGITUDINAL JOINT — — — — — — — — — — — — TRANSVERSE JOINT \I J O + cl' N O \, CO ix Lu Q m a' W ? 0 J LLJ Lu C.�CO F► — RAINER 204+00 Q RAINIER 203+00- _ — RA/N/E MATCHLINE: SEE DWG BT120-CPP205 w N o y II SW 7TH S U 103 102 201 — 107 I j , 202 106 203 � Y W S204z -4 205 105 r Y 101 _ 104 sw° vVAY�. cs cn 2 CONCRETE JOINT INFORMATION ADDED TO SHEET UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT1 20-RPP201 -BT1 20-RPP205 20 10 0 20 40 SCALE IN FEET DEVELOPMENT ENGINEERING l msippo 11 /25/2025 R-433282 DESIGNED BY: SCALE: DRAWING No.: L. REDMAN 6F�HR�� J 1"-20' STRIDE BUS RAPID TRANSIT gT120-CPP101 DRAWN BY: y ��I��q� U FILENAME: SOUTH RENTON TRANSIT CENTER co co Y. SHEN w S1-BT120-CPP101-106 BT105 FACILITY ID: � �� ' z 2 07/07/2025 YS MKR LBR ADDENDUM #3 CHECKED BY: /41 BRT General Engineering Consultant J CONTRACT No.: BT120 o� �22025708�, SQUNDTRANSiT RTA/LR RTA/CN 0205-2 CIVIL SHEET No.: REV: 1 06/13/2025 LBR DP LBR ADDENDUM #1 L. GILBERT �Ss10 c,STE4��,ti� PAVING PLAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID APPROVED BY: ZONAL SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: 082 2 No. DATE DSN CHK APP REVISION L. REDMAN 07/09/20251 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 RAINIER STA 200+00 TO RAINIER STA 204+00 KEY MAP co T 0 N U 0 0 T N co co O O 0 N Q D J A Xrefs: M xS1-BT120-VRXO xS1-BT120-CZNO xBRT-CUD05-TB O xS1-BT120-CAPO xS1-BT120-CPP0 xS1-BT120-VSF1 Q xS 1-BT120-GZKO S1-BT120-CPP2 w xS1-BT120-GZK0 xS1-BT120-CPP0 xS1-BT120-CZNO xS1-BT120-C RJ001 r1 0 CD 0 a a U 6 N_ m CD N_ CO M NT CD 0 z w X u1 I w z 06 w CO = I � co } m O U d Q 6 z o — N � N LO o U N.I.-% I %..I IL..1V.L-. SEE DWG BT120-CPP203 IVIH 11►1-1 L I IV G SEE DWG BT120-CPP201 GENERAL NOTES: KEY NOTES: LEGEND*: 7O INSTALL CEMENT CONC TRAFFIC CURB AND GUTTER PER +++++++++++++ LANDSCAPING 1. SEE SHEET BT120-CPP100 FOR GENERAL PAVING WSDOT STD PLAN F-10.12 NOTES. O HARDSCAPE INSTALL HMA PAVEMENT PER TYPICAL SECTIONS ON 2 2. SEE SHEET BT120-CPS101-CPS108 FOR PAVING SHEETS BT120-CRY101-CRY106 X POINT TABLES. PAVING POINTO ACONCRETE JOINT INFORMATION INSTALL HMA OVERLAY PAVEMENT PER TYPICAL5 3. SEE SHEETS BT120-CRD101-CRD119 FOR CURB SECTIONS ON SHEETS BT120-CRY101-CRY106 SEE SHEETS BT120-GZN006-GZN007 FOR N Q y ADDED TO SHEET Q�P`� GENERAL SYMBOLS AND LEGEND RAMP PLAN AND DETAILS AND ADDITIONAL PAVING POINTS. O INSTALL CEMENT CONC PAVEMENT PER TYPICAL LJ SECTIONS ON SHEETS BT120-CRY101-CRY106 - - - LONGITUDINAL JOINT 4. SEE SHEETS BT120-CRD120-CRD129 FOR PAVING 17 INSTALL CEMENT CONCRETE SIDEWALK PER CITY OF ------------ TRANSVERSE JOINT I 103 UPDATES TO ROW 1 DETAILS. O RENTON STD PLAN 102 L SEE SHEETS BT120-RPP101-BT120-RPP102 5. SEE SHEETS BT120-GZKO01 AND 23 INSTALL CEMENT CONC TRAFFIC CURB PER WSDOT STD 102 201 — 107 BT120-RPP105-BT120-RPP106 BT120-GZN001-GZN007 FOR GENERAL KEY PLAN, PLAN F-10.12 � BT1 20-RPP201 -BT1 20-RPP205 (E) C1O6 GENERAL ABBREVIATIONS, AND GENERAL SYMBOLS % AND LEGEND. 25 PAINTED YELLOW CURB — 203 Y W 1 204 Q 6. SEE SHEETS BT120-LPP101-LPP106 AND 205 105 J Q _ BT120-LPP201-LPP205 FOR LANDSCAPE PLANTING �� _ — N 101 104 PLAN. SW 7. SEE ARCHITECTURAL AND STRUCTURAL SHEETS GRApY � J FOR DETAILS. WAY t° 20 10 0 20 40 C E WSDOT STD PLAN A-40.10 FOR INSTALLATIONKEY MAP SCALE IN FEET F CEMENT CONCRETE PAVEMENT JOINTS ON DEVELOPMENT ENGINEERINGINIER AVE OR CITY OF RENTON STD PLAN H033 msippo 11/25/2025 R-433283N ADY WAY DESIGNED BY: SCALE: DRAWING No.: L. REDMAN �1��THR�� J 1"-20' STRIDE BUS RAPID TRANSIT gT120-CPP102 DRAWN BY: y Al� "+P- FILENAME: SOUTH RENTON TRANSIT CENTER co,frRIDE co S1-BT120-CPP101-106 BT105 FACILITY ID: �� ' z Y. SHEN w 2 07/07/2025 YS MKR LBR ADDENDUM #3 CHECKED BY:®� BRT General Engineering Consultant JLL CONTRACT No.: BT120 o� ��2025708 �, SQUN�Ti�►Ns�r RTA/LR RTA/CN 0205-2 CIVIL SHEET No.: REV: L 06/13/2025 LBR DP LBR ADDENDUM #1 L. GILBERT �S11 c,STE4ti� PAVING PLAN 12/10/2024 LBR LDG LBR ISSUED FOR BID APPROVED BY: ZONAL SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: 2 RAINIER STA 504+00 TO RAINIER STA 208+50 083 DATE DSN CHK I APP REVISION L. REDMAN 07/09/2025 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 N T N O N CU LO O 0 0 T 0 0 Q D I 9 Xrefs: M xS1-BT120-VRX0 xS1-BT120-CZN0 xBRT-CUD05-TB O xS1-BT120-CAPO xS1-BT120-CPP0 xS1-BT120NSF1 Q xS 1-BT120-GZKO S1-BT120-CPP2 W xS1-BT120-GZK0 xS1-BT120-CPP0 xS1-BT120-CZN0 xS1-BT120-C RP001 co CD 0 a 6 N H m CD N_ CO M NT 0 0 J z 0 w X w I (D z w � m 0 I w c/) 0f co O rn � � z Y N CD o U O 00 O N N O Q � �a c/)U W ' LU N z Q m W z_a J W =W Q I4 I x 0 0 j% V ?+00 ST STA 249+99.�u IER STA 212+42.13 O CI`^"T`i ST 250+00 I— - RAINIER 213�nn (a RAINIE GENERAL NOTES: KEY NOTES: LEGEND*: 1. SEE SHEET BT120-CPP100 FOR GENERAL PAVING 11 INSTALL CEMENT CONC PAVEMENT PER TYPICAL +++++++++++++ LANDSCAPING NOTES. SECTIONS ON SHEETS BT1 20-CRY1 01 -CRY1 06 HARDSCAPE 2. SEE SHEET BT120-CPS101-CPS108 FOR PAVING 23 INSTALL CEMENT CONC TRAFFIC CURB PER WSDOT STD POINT TABLES. PLAN F-10.12 CK)PAVING POINT 25 PAINTED YELLOW CURB SEE SHEETS BT120-GZN006-GZN007 FOR W CO 3. SEE SHEETS BT120-CRD101-CRD119 FOR CURB GENERAL SYMBOLS AND LEGEND I N � coQ-P�' RAMP PLAN AND DETAILS AND ADDITIONAL PAVING � I I POINTS. - - - LONGITUDINAL JOINTSW 71, 4. SEE SHEETS BT120-CRD120-CRD129 FOR PAVING ------------ TRANSVERSE JOINT I 103 I DETAILS. I L I 5. SEE SHEETS BT120-GZKO01 AND BT120-GZN001-GZN007 FOR GENERAL KEY PLAN, 102 201 _ 107 GENERAL ABBREVIATIONS, AND GENERAL SYMBOLS 202 C1O6 AND LEGEND. _ L 203 W y 204 J 6. SEE SHEETS BT120-LPP101-LPP106 AND 205 BT120-LPP201-LPP205 FOR LANDSCAPE PLANTING 105 PLAN. N 101 104 I SVV 7. SEE ARCHITECTURAL AND STRUCTURAL SHEETS GR J FOR DETAILS. WAYy 20 10 0 20 40 � I I 8. SEE WSDOT STD PLAN A-40.10 FOR INSTALLATION y OF CEMENT CONCRETE PAVEMENT JOINTS ON KEY MAP SCALE IN FEET RAINIER AVE OR CITY OF RENTON STD PLAN H033 DEVELOPMENT ENGINEERING % ON GRADY WAY. msippo 11 /25/2025 Vj R-433284 DESIGNED BY: SCALE: DRAWING No.: L. REDMAN �~���THAR4 Q J 1"-20' STRIDE BUS RAPID TRANSIT BT120-CPP103 DRAWN BY: y �� ^ �rt��q� rRIDE U FILENAME: SOUTH RENTON TRANSIT CENTER A 10/24/2025 LBR MS LBR CoR Permit Revisions - CNWD #001 Y. SHEN �r z w S1-BT120-CPP101-106 BT105 FACILITY ID: 2 07/07/2025 YS MKR LBR ADDENDUM #3 CHECKED BY: .;�, wa BRT General Engineering Consultant z LL CONTRACT No.: BT120 0� �,�2025708� ��, SOUNDTRANSIT RTA/LR RTA/CN 0205-2 CIVIL SHEET No.: REV: 1 06/13/2025 LBR DP LBR ADDENDUM #1 L. GILBERT ass CrsTEV' 0. PAVING PLAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID APPROVED BY: Io AL SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: 084 A N DATE DSN CHK APP REVISION L. REDMAN 10/24/2025 R. PARGAS 112/10/2024 J. ALTCHECH 112/10/2024 12/10/2024 RAINIER STA 208+50 TO RAINIER STA 212+42.13 co N O O O N Q J A Xrefs: M xS1-BT120-VRXO xS1-BT120-CZNO xBRT-CUD05-TB O xS1-BT120-CAPO xS1 -BT1 20-CPPO xS1-BT120-VSF1 0 xS 1-BT120-GZKO S1-BT120-CPP2 w xS1-BT120-GZKO xS1-BT120-CPPO xS1-BT120-CZNO xS1-BT120-CRJO01 0 0 0 a n U 0 N m 0 N_ CO M NT 0 0 z w _ X u1 I w Z 06 w CO = I � co } m O U d Q 6 z o _ N � N LO o U MATCHLINE: SEE DWG BT120-CPP205 MATCHLINE: SEE DWG BT120-CPP204 �Hy o 131 d 126 IA 17 27 120 � . a 5 125 x 132 ° a ° 130 17 27 04 119 Cl1 � k I --I- >�' �7- 1 KEY NOTES: OINSTALL HMA PAVEMENT PER TYPICAL SECTIONS ON SHEETS BT120-CRY101-CRY106 11 INSTALL CEMENT CONC PAVEMENT PER TYPICAL SECTIONS ON SHEETS BT1 20-CRY1 01 -CRY1 06 15 INSTALL CEMENT CONCTRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 17 INSTALL CEMENT CONC SIDEWALK PER CITY OF RENTON STD PLAN 102 22 LONGITUDINAL PATCH FOR FLEXIBLE PAVEMENT PER CITY OF RENTON STD PLAN 110 27 SEE SHEETS BT120-LHP101-LHP105, BT120-LHP201-LHP205 AND BT120-LHD101-LHD109 FOR HARDSCAPE PLAN AND DETAILS 39 SEE TYPICAL SECTIONS FOR SUBGRADE PREPARATION LEGEND*: + + + + + + + LANDSCAPING HARDSCAPE CK)PAVING POINT * SEE SHEETS BT120-GZN006-GZN007 FOR GENERAL SYMBOLS AND LEGEND - LONGITUDINAL JOINT — — — — — — — — — — — — TRANSVERSE JOINT FO 2 CONCRETE JOINT INFORMATION ADDED TO SHEET UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT1 20-RPP201 -BT1 20-RPP205 20 10 0 20 40 SCALE IN FEET DEVELOPMENT ENGINEERING msippo 11 /25/2025 R-433285 DESIGNED BY: SCALE: DRAWING No.: L. REDMAN �1���HR�'� Q J 1"-20' STRIDE BUS RAPID TRANSIT gT120-CPP104 DRAWN BY: y Al 1;1 � U FILENAME: SOUTH RENTON TRANSIT CENTER coco f rJ?IDE Y. SHEN w S1-BT120-CPP101-106 BT105 FACILITY ID: � �� ' z F07/07/2025 YS MKR LBR ADDENDUM #3 CHECKED BY: BRT General Engineering Consultant J U- CONTRACT No.: BT120 oA ��202570 �, SQUNDTRANsiT RTA/LR RTA/CN 0205-2 CIVIL SHEET No.: REV: 1 06/13/2025 LBR DP LBR ADDENDUM #1 L. GILBERT �Ss c,STE4ti� PAVING PLAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID APPROVED BY: IONAL E SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: 2 LGRADY STA 151 +00 TO GRADY STA 156+50 085 No. DATE DSN CHK APP REVISION L. REDMAN 07/09/2025 R. PARGAS 112/10/2024 J. ALTCHECH 112/10/2024 12/10/2024 GENERAL NOTES: 1. SEE SHEET BT120-CPP100 FOR GENERAL PAVING NOTES. 2. SEE SHEET BT120-CPS101-CPS108 FOR PAVING POINT TABLES. 3. SEE SHEETS BT1 20-CRD1 01 -CRD1 19 FOR CURB RAMP PLAN AND DETAILS AND ADDITIONAL PAVING POINTS. 4. SEE SHEETS BT120-CRD120-CRD129 FOR PAVING DETAILS. 5. SEE SHEETS BT120-GZKO01 AND BT120-GZN001-GZN007 FOR GENERAL KEY PLAN, GENERAL ABBREVIATIONS, AND GENERAL SYMBOLS AND LEGEND. 6. SEE SHEETS BT120-LPP101-LPP106 AND BT120-LPP201-LPP205 FOR LANDSCAPE PLANTING PLAN. 7. SEE ARCHITECTURAL AND STRUCTURAL SHEETS FOR DETAILS. 8. SEE WSDOT STD PLAN A-40.10 FOR INSTALLATION OF CEMENT CONCRETE PAVEMENT JOINTS ON RAINIER AVE OR CITY OF RENTON STD PLAN H03 G;N GRADY WAY. A A A 1 N � y P u u I 103 i 102 201 j , 202 C1061 203 2044 Y W Q _ 205 � 105 J GpzADY 101 104 u WAY cn KEY MAP N rr co co N O O O N Q J I Xrefs: co xS1-BT120-VRXO xS1-BT120-CZNO xBRT-CUD05-TB O xS1-BT120-CAPO xS1-BT120-CPP0 xS1-BT120-VSF1 0 xS1-BT120-GZK0 S1-BT120-CPP2 w xS1-BT120-GZK0 xS1-BT120-CPP0 xS1-BT120-CZN0 ®R 0 0 0 N_ H m U) 0 N cc co It 0 0 0 U z 0 U) 0 U) J Q 06 Dm � I 0U) C/) m J 0 — U LO 0 o _ LO Y N o U O u7 to � O r � Q a UU �o Q N Q � � m W Z � J LV = W H U) Q A. QQZo �GN 12o.G VI wwP''►G 125 G Qvv 17 Sw i LAKE 399+48- 1/ �y v _ — CL BT120-C-LAKE / jj�% / i 1 i C / l7► / 1 BT120-CRD118 MATCHLINE: LAKE STA 401+50 SEE DWG RT120-CPP106 , , , , , , , , , , , , , I I WORK BY OTHERS (I -LINE PROJECT) , , , , G RADY 160+00 G RADY 160+46 GENERAL NOTES: KEY NOTES: LEGEND*: 1. SEE SHEET BT120-CPP100 FOR GENERAL PAVING 09 INSTALL HMA PAVEMENT PER TYPICAL SECTIONS ON + + + +++ + + LANDSCAPING NOTES. SHEETS BT120-CRY101-CRY106 HARDSCAPE 15 INSTALL CEMENT CONC TRAFFIC CURB AND GUTTER PER 2. SEE SHEET BT120-CPS101-CPS108 FOR PAVING POINT TABLES. CITY OF RENTON STD PLAN 101 XO PAVING POINT I I P 17 INSTALL CEMENT CONC SIDEWALK PER CITY OF RENTON SEE SHEETS BT120-GZN006-GZN007 FOR 3. SEE SHEETS BT120-CRD101-CRD119 FOR CURB O U STD PLAN 102 GENERAL SYMBOLS AND LEGEND RAMP PLAN AND DETAILS AND ADDITIONAL PAVING 103 POINTS. 27 SEE SHEETS BT120-LHP101-LHP105, BT120-LHP201-LHP205 I I UPDATES TO ROW 1 AND BT120-LHD101-LHD109 FOR HARDSCAPE PLAN AND L I I SEE SHEETS 4. SEE SHEETS BT120-CRD120-CRD129 FOR PAVING DETAILS \ I I BT120-RPP101-BT120-RPP102 DETAILS. 102 ' 107 BT120-RPP105-BT120-RPP106 39 SEE TYPICAL SECTIONS FOR SUBGRADE PREPARATION 201 — BT1 20-RPP201 -BT1 20-RPP205 5. SEE SHEETS BT120-GZKO01 AND 202 C1O BT120-GZN001-GZN007 FOR GENERAL KEY PLAN, GENERAL ABBREVIATIONS, AND GENERAL SYMBOLS L 204 Q AND LEGEND. 205 � Q 105 I I IV 6. SEE SHEETS BT120-LPP101-LPP106 AND SW 101 104 BT120-LPP201-LPP205 FOR LANDSCAPE PLANTING PLAN. GRADy Y � W J I 20 10 0 20 40 7. SEE ARCHITECTURAL AND STRUCTURAL SHEETS FOR DETAILS. KEY MAP � SCALE IN FEET DEVELOPMENT ENGINEERING amsippo 11/25/2025 R-433286 DESIGNED BY: SCALE: DRAWING No.: L. REDMAN ����1HI? Uj Q J 1"=20' STRIDE BUS RAPID TRANSIT gT120—CPP105 DRAWN BY: y ti� �it��y� WA s U FILENAME: SOUTH RENTON TRANSIT CENTER F)lY. SHEN �r zco w J S1-BT120-CPP101-106 BT105 FACILITY ID: rRIDE CHECKED BY: 4 �,�, w� BRT General Engineering Consultant z " SovN�r�Ns►r CONTRACT No.: CIVIL BT120 22025708 1 06/13/2025 LBR DP LBR ADDENDUM #1 L. GILBERT °� IP41 TEg�o ��w RTA/LR RTA/CN 0205-2 SHEET No.: REV: 0 12/10/2024 LBR LDG LBR ISSUED FOR BID APPROVED BY: �SSIONAL SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: PAVING PLAN G RADY STA 156+50 TO G RADY STA 160+46.15 086 1 No. DATE DSN CHK APP I REVISION L. REDMAN 06/11/2025 R. PARGAS 112/10/2024 J. ALTCHECH 112/10/2024 12/10/2024 0) O O O T co C'7 N O 0 N Q J A Xrefs: m xS1-BT120-VRX0 xS1-BT120-CZN0 xBRT-CUD05-TB O xS1-BT120-CAPO xS1-BT120-CPP0 xS1-BT120-VSF1 0 xS 1-BT120-GZKO S1-BT120-CPP2 W xS1-BT120-GZK0 xS1-BT120-CPP0 xS1-BT120-CZN0 xS1-BT120-CRJ001 0 0 0 a a U 6 N m U) 0 N M 0 0 z w X w I (D W Z °6 w CO = I � co }m O — U d N � M z Y N 0-0 a_ o U BT120-CRD116 CL BT120-C-RAILAKDW GENERAL NOTES: KEY NOTES: MATCHLINE: BT120-CRD113 — R=67.0' III / L�71 CL BT120-C-LAKE MATCHLINE: NOT USED THIS SERIES 1. SEE SHEET BT120-CPP100 FOR GENERAL PAVING 90 INSTALL HMA PAVEMENT PER TYPICAL SECTIONS ON 42 CEMENT CONC. PEDESTRIAN CURB PER WSDOT STD PLAN F-40.15. NOTES. SHEETS BT120-CRY101-CRY106 2 2. SEE SHEET BT120-CPS101-CPS108 FOR PAVING POINT TABLES. 3. SEE SHEETS BT120-CRD101-CRD119 FOR CURB RAMP PLAN AND DETAILS AND ADDITIONAL PAVING POINTS. 4. SEE SHEETS BT120-CRD120-CRD129 FOR PAVING DETAILS. 5. SEE SHEETS BT120-GZKO01 AND BT120-GZN001-GZN007 FOR GENERAL KEY PLAN, GENERAL ABBREVIATIONS, AND GENERAL SYMBOLS AND LEGEND. 6. SEE SHEETS BT120-LPP101-LPP106 AND BT120-LPP201-LPP205 FOR LANDSCAPE PLANTING PLAN. 7. SEE ARCHITECTURAL AND STRUCTURAL SHEETS FOR DETAILS. 8. SEE WSDOT STD PLAN A-40.10 FOR INSTALLATION OF CEMENT CONCRETE PAVEMENT JOINTS ON RAINIER AVE OR CITY OF RENTON STD PLAN H033 ON GRADY WAY. 2 07/07/2025 YS MKR I LBR ADDENDUM #3 1 06/13/2025 LBR DP LBR ADDENDUM #1 0 12/10/2024 LBR LDG LBR ISSUED FORBID No. DATE DSN CHK APP REVISION 1 10 INSTALL HMA OVERLAY PAVEMENT PER TYPICAL SECTIONS ON SHEETS BT120-CRY101-CRY106 11 INSTALL CEMENT CONC PAVEMENT PER TYPICAL SECTIONS ON SHEETS BT1 20-CRY1 01 -CRY1 06 13 INSTALL DOWELED CURB PER KCM STD PLAN D109 15 INSTALL CEMENT CONC TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 D17INSTALL CEMENT CONC SIDEWALK PER CITY OF RENTON STD PLAN 102 18 SEE SHEET BT120-CRD125 AND STRUCTURAL SHEETS FOR STEEL PICKET FENCE NON -REMOVABLE DETAILS 21 INSTALL RETAINING WALL PER STRUCTURAL SHEETS 24 SEE SHEET BT120-CRD125 FOR STEEL PICKET FENCE REMOVABLE DETAILS 27 SEE SHEETS BT120-LHP101-LHP105, BT1 20-LHP201 -LHP205 AND BT120-LHD101-LHD109 FOR HARDSCAPE PLAN AND DETAILS (39 SEE TYPICAL SECTIONS FOR SUBGRADE PREPARATION 41 INSTALL CHAIN LINK FENCE POST PER WSDOT STD PLAN L-20.10 AS CLOSE TO RETAINING WALL AS POSSIBLE AND STRETCH EXISTING CHAIN LINK FENCE TO POST AND SECURE. DESIGNED BY: L. REDMAN DRAWN BY: y �� of waC9✓jf Y. SHEN CHECKED BY: D. POSTEN / 22025708<) ��� ��ISTEg� sSIaNAL '- 07/09/2025 APPROVED BY: L. REDMAN SUBMITTED BY: R. PARGAS LEGEND*: + + + + + + + LANDSCAPING HARDSCAPE XO PAVING POINT * SEE SHEETS BT120-GZN006-GZN007 FOR GENERAL SYMBOLS AND LEGEND - - - LONGITUDINAL JOINT — — — — — — — — — — — — TRANSVERSE JOINT 4Sr,RIDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH BT120-CRD112 SIDEWALK TIES INTO A RECENTLY COMPLETED CONSTRUCTION PROJECT AND NO SURVEY IS CURRENTLY AVAILABLE AT THE TIME OF ADVERTISEMENT. CONTRACTOR SHALL SURVEY EXISTING SIDEWALK, GUTTER FLOWLINE AND PROVIDE TO ENGINEER PRIOR TO WORK IN THIS AREA BEGINNING. ENGINEER WILL PROVIDE ELEVATION AND TIE IN POINTS FOR AN ADA COMPLIANT RAMP. 0 W °� U =Q u P u u SW 7TH T 103 I u 102 201 SD 202 106 S Y W 204-4 ' Q 205 105 J Q 101 104 Svv GR DY u �� WAY cc ct SCALE: 1 "=20' QJ FILENAME: - Q U) U) w _j S1-BT120-CPP101-106 z U_ SOUNDTRANSIT CONTRACT No.: RTA/LR RTA/CN 0205-; DATE: DATE: 12/10/2024 12/10/2024 2 CONCRETE JOINT INFORMATION ADDED TO SHEET UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP 105-BT120-RPP 106 BT1 20-RPP201 -BT1 20-RPP205 20 10 0 20 40 KEY MAP SCALE IN FEET FDEVESLiOPIMENT ENGINEERING o 11 /25/2025 R-433287 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER BT120-CPP106 BT105 FACILITY ID: CIVIL BT120 SHEET No.: REV: PAVING PLAN LAKE STA 401 +50 TO LAKE STA 405+55.16 087 2 co T N O O N CU N rr C'7 C'7 N O O N Q D J 9 Xrefs: (� xS1-BT120-CPPO xS 1-BT120-VRXO xS1-BT120-CZN0 O xBRT-CUD05-TB xS 1-BT120-CAPO xS1-BT120-CPPO 0 xS1-BTP120-VSF xS1-BT120-GZK0 w xS1-BT120-GZKO xS1-BT120-LHPO xS1-BT120-CZNO xS 1-BT120-CRJ001 MATCHLINE: ,,�p�_922,BT120-CPP103 101 1 103 106 17 137 1 N T 41 169 N 155 0 318 116 N 154 1 () 21 153 FBT120-CRD 107 114 7 BT120-CRD105 152 R=10.0' d R=100 0' R=115.0' r - R=100.0 10 3� 110 , d : I I 15.0 , e l • ; d... 162 157 d' I k k k.k k 9.3 k (TYP.) k k k 107 k ,d�- 122 a d I 13 15.0' k k k k k k l k k k k k k 163 k R=100.0' k k k k k k k. d: p .a.. D ' a•' ° p p k k k k (TYP.) k k k 150 k k B' k k k k k ° I; 112 k k k k k k k k k yd. p..l e. I D 104 d 121 k 1 k k n 'D '_ m d °°. I 109 I I `I .. .. - d ° -� p Id' a °I - �' e.l ""-- a 156 p d. pl'. ,D: ,a'Id •1 °...D 105 d. ° � R 1000 � •.D I; .°• •d. I •°... •.e,D•. � •; 1• •° N d Da"d ti' D,D 136 D. a. ••I°° 4•Id `� `. rd �'e.•° °I .-. I ° e •1. De°.. .e.,1 ° °D. d' d 102 °�'°' I° .. e. i.' °, °a 1 >. I•s .d_:- a O 141 1' Ln �" R-100.0' D D R=100.0' I a e 11 d P. CL BT120-C-N TC I : I D. N 1.' .°•. ° 1 .� p d0 d' 'I Od ° d I d; ° .. 04 d : . R=850.0' ' I °_ I e , ,-..a '� d Q + �. D �; N TC 513+00 I° a q�nl I°P \ Oa.. a O,-- -- - �- 1 D I. aN T 512+QO : D 108 h .. ° 14 Lf) 124 _ \^$1, NORTH DRIVEWAY I a' d t' I R=847.0' I �. lf) I 1 d d p 1 °' d. d l •• ° 5, c d a"I �°d�' ' °.. .'11'•. N TC 511 +00 dD - +.......... -6 611 II„I V d...• 1 I-., D d' d d• °• DI T �- u0 DI� a �•� •� , d 4 .: D 123 T L ° , 4� - Q 1 Q O• a . e D p° .. • d p �. .. d A D: p •• a I" ° Q •' I •• e I N d d i I SEE NOTE 8 Z O i D n..• R=10.0 .b Liz .d D ° _ , .e.D .•d..° D ° d. A e:•.° .d.D.l r I D !D .� d D °.•, SEE NOTE 9 , ° CV I o d ° •. d [ R-200.0 ° d" D I d • .. I.. I e I' d R-75.0 ' C� m _ N 128 I 4 :° d e 11 39 P D. - ' d 119 129 ° e e D d d o D D 1 I: O Ipl, d g . ° e•' 125 o C7 .D D D 'Op d d d ° d " D e .. . ° a Q' • 1 ' I. .rp N . d. I I ; ° . •I d I, ° I 1 1 o I :Dd a 115 D o d, D. a .: 'd D 26 39 ° .. dd d D D d dl ' I p I, .. p ° I . ° 26 39 = 0 d.. e.. o e. _ e ..� d. D R 111.0 d D A. .. p A D e�. d° D 'I ' q Q el• ° pD � I° d d '• D d • e D D e '. • 15 d W "D •� d 1 .d• °• ° •d• 15.0� d• ` •° '� d• .d Q.A ° ,,•°• d °'I• ^� I.I.. .,.. ..g• ..1, e •• (TYP.)'.. dp 126• d °. 11� d•'. .D, d%.+ d •p D. ° p' ° I `V .I°.• p• d I I.D °. ° ' I o I - ° ° P :° ; (TY P .) °. a . d D . ' .1 d 1. °°. • d III-Y1- d 0 ° • d , I W20 +00 I D .e ' e o� ' ° °.. ,, D , D _ 1_ .. -- d ,� -. _ °-dr-1._ �fl. I ° D "• W -• D D .d' •o d .e .� �. - �, - _ •,,1 . ° I d '.D .�'� P. •dI e, �,el; ��` 1 I• T_ $ P1 144 ° d ° I.'' I., '� I <. I 'A l .' D 1: f. P o I ' BT120-CRD106 I ' d 1 I' I 19 e ° 1 ID. ° .• 1 , CL BT120-C-S TC . D. SEE NOTE 8 I d D 1 I D, a e :� .. I D I D .d°' 1. a ° e''DI° BT120-CRD1e08 ''I . 1° l :. SEE NOTE 9 I .:' .. I ' a. D•1 - op -o. , , .. 145 BT120-CRD120 BT120-CRD104 .d :dD. D I } ° A' P 1 A• D ,.w •• ° S TC 613 •I �•T a ,• I. P I d• D. •I L!'% ,D. d .Q., D d D e. ° ° D e. ' .. b..: °S TC 612.+00 I . m I ° I • .. I. D 159 142 d S TC �11+00 I: 1:.g 1 1 0 6� d '. ' LDSOUTH DRIVEWAY L 149 :� .. J.. D I D L� dQ °I . • °.° I I° d . 11 39 ° . °.. I d. 'p d' 1 -• - .� .�eL I'' "° I✓a d : D.. i p 143 18 140 D ...o I r I D d 4 ,1 ';.-D--.°�.+-:- D. a P' 1 • P � D •° .. d • D •I D . d D e D ° .. D° 147 d I 148 I. 166 I S TC 614+00 D'' •'a 'o •0'• D ° 158 d D .• .d .• D. D ° A•' .e e,D t d° I D a 1727 °'• oe'° 146 d 27 17 ° d. .A. °.0000 1• D ° .: D • • '° .D ° d' D -A. D I• 167 m ,e I d 7° ° I '4 BT120-CRD103 p' d , . ' . I od 4. 134° R=15.0' •I d' d' ••4 7 " D .° _OV .� ° P d d, 19 .. C e. .. .� .'°a .d• DD ° d".D D . D 131 o - I ° ; I d a; ^ D . D . • ° d ° " R-25.0' ° ' ' ° 139- o.. R=25.0' k k 164 165 0 : i. . k d k k 133 9 35 o p . . k k R=6.0' : k 130 k k k k a e d k 135 160 161 k MATCHLINE: R 8 SEE NOTE 8 SEE DWG BT120-CPP203 BT120-CRD107 BT120-CRD109 1 GENERAL NOTES: KEY NOTES: 1. SEE SHEET BT120-CPP100 FOR GENERAL PAVING NOTES. 2. SEE SHEET BT120-CPS101-CPS108 FOR PAVING POINT TABLES. 3. SEE SHEETS BT120-CRD101-CRD119 FOR CURB RAMP PLAN AND DETAILS AND ADDITIONAL PAVING POINTS. 4. SEE SHEETS BT120-CRD120-CRD129 FOR PAVING DETAILS. L65. SEE SHEETS BT120-GZKO01 AND cv BT120-GZN001-GZN007 FOR GENERAL KEY PLAN, N GENERAL ABBREVIATIONS, AND GENERAL SYMBOLS a AND LEGEND. U N 6. SEE SHEETS BT1 20-LPP1 01 -LPP1 06 AND m BT120-LPP201-LPP205 FOR LANDSCAPE PLANTING 00 PLAN. C) N 7. SEE ARCHITECTURAL AND STRUCTURAL SHEETS `co FOR DETAILS. 0 8. SE WSDO S D PL N A-4 .10 FO INS ALLATION z OF CEMENT CONCRETE PAVEMENT JOINTS ON 1 T RAINIER AVE OR CITY OF RENTON STD PLAN H033 X O GRAD WAY. w c� 9. SEE SHEET BT120-CGP103 AND SHEET BT120-CGS102 FOR ADDITIONAL BUS PLATFORM PAVING POINTS. Z w 06 CO = I � co �m _o a Q L O Z - `�' 2 07/07/2025 YS MKR LBR ADDENDUM #3 Lo N 1 06/13/2025 LBR DP LBR ADDENDUM #1 o 0 12/10/2024 LBR LDG LBR ISSUED FORBID o o U DATE DSN CHK APP REVISION OINSTALL CEMENT CONC TRAFFIC CURB AND GUTTER PER WSDOT STD PLAN F-10.12 OINSTALL HMA PAVEMENT PER TYPICAL SECTIONS ON SHEETS BT120-CRY101-CRY106 11 INSTALL CEMENT CONC PAVEMENT PER TYPICAL SECTIONS ON SHEETS BT120-CRY101-CRY106 13 INSTALL DOWELED CURB PER KCM STD PLAN D109 14 INSTALL 9 IN DOWELED CURB PER DETAIL ON SHEET BT120-CRD122 17 INSTALL CEMENT CONC SIDEWALK PER CITY OF RENTON STD PLAN 102 18 SEE SHEET BT120-CRD125 AND STRUCTURAL SHEETS FOR STEEL PICKET FENCE NON -REMOVABLE DETAILS 19 INSTALL CEMENT CONC TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 21 INSTALL RETAINING WALL PER STRUCTURAL SHEETS 26 INSTALL BUS PLATFORM PER DETAIL ON STRUCTURAL SHEET 27 SEE SHEETS BT120-LHP101-LHP105, BT120-LHP201-LHP205 AND BT120-LHD101-LHD109 FOR HARDSCAPE PLAN AND DETAILS 30 INSTALL 36 IN VALLEY GUTTER PER DETAIL ON SHEET BT120-CRD123 DESIGNED BY: L. REDMAN DRAWN BY: Y. SHEN CHECKED BY: D. POSTEN APPROVED BY: L. REDMAN 34 INSTALL 8 IN CONC FOUNDATION FOR PARATRANSIT SHELTER. SEE SHEETS BT120-SGD163 AND BT120-SGD164 FOR STRUCTURAL INFORMATION FOR THE SHELTER. 35 INSTALL 8 IN THICK CONC FOUNDATION FOR SIGN INSTALLATION. SEE CHANNELIZATION AND SIGNING PLANS FOR DETAILS. 39 SEE TYPICAL SECTIONS FOR SUBGRADE PREPARATION 41 INSTALL CHAIN LINK FENCE POST PER WSDOT STD PLAN L-20.10 AS CLOSE TO RETAINING WALL AS POSSIBLE AND STRETCH EXISTING CHAIN LINK FENCE TO POST AND SECURE. LEGEND*: +++++++++++++ LANDSCAPING HARDSCAPE CK)PAVING POINT SEE SHEETS BT120-GZN006-GZN007 FOR GENERAL SYMBOLS AND LEGEND - - - LONGITUDINAL JOINT - - - - - - - - - - - - TRANSVERSE JOINT SUBMITTED BY: 07/09/2025 R. PARGAS W A 5 N Q co =Q u SW 7TH ST u 103 102 201 107 202 106 r 203 W y 204 J Q 205 105 101 104 SW Y G WAY SCALE: QJ 1 "=20' - Q FILENAME: c/) cl) w J S1-BT120-CPP201-205 BRT General Engineering Consultant SOUNDTRANSIT CONTRACT No.: �7 RTA/LR RTA/CN 0205-2 DATE: REVIEWED BY: DATE: DATE: 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 2 CONCRETE JOINT INFORMATION ADDED TO SHEET UPDATES TO ROW SEE SHEETS BT1 20-RPP1 01 -BT1 20-RPP1 02 BT1 20-RPP1 05-BT1 20-RPP1 06 BT1 20-RPP201 -BT1 20-RPP205 20 10 0 20 40 KEY MAP SCALE IN FEET DEVELOPMENT ENGINEERING � IL msippo 11 /25/2025 w R-433288 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER BT120-CPP201 BT105 FACILITY ID: CIVIL BT120 SHEET No.: REV: PAVING PLAN S RENTON TRANSIT CENTER 088 2 co O O I N Q J Xrefs: xS 1-BT120-CPPO xS 1-BT120-VRXO xS1-BT120-CZN0 xBRT-CUD05-TB xS 1-BT120-CAPO xS 1-BT120-CPPO xS1-BTP120-VSF xS 1-BT120-GZKO xS 1-BT120-GZKO xS1-BT120-LHPO xS1-BT120-CZN0, xS1-BT120-CRJ001 N co M I ID w I— GENERAL NOTES: 1. SEE SHEET BT120-CPP100 FOR GENERAL PAVING NOTES. 2. SEE SHEET BT120-CPS101-CPS108 FOR PAVING POINT TABLES. 3. SEE SHEETS BT120-CRD101-CRD119 FOR CURB RAMP PLAN AND DETAILS AND ADDITIONAL PAVING POINTS. 4. SEE SHEETS BT120-CRD120-CRD129 FOR PAVING U DETAILS. 0 L6 0 5. SEE SHEETS BT120-GZKO01 AND BT120-GZN001-GZN007 FOR GENERAL KEY PLAN, GENERAL ABBREVIATIONS, AND GENERAL SYMBOLS a U AND LEGEND. 0 6. SEE SHEETS BT1 20-LPP1 01 -LPP1 06 AND m BT120-LPP201-LPP205 FOR LANDSCAPE PLANTING u) PLAN. 0 N o 7. SEE ARCHITECTURAL AND STRUCTURAL SHEETS co o FOR DETAILS. 0 z 8. SEE SHEET BT120-CGP103 AND SHEET BT120-CGS102 = FOR ADDITIONAL BUS PLATFORM PAVING POINTS. U) X u1 I 0 W Z w 06 CO = I U) co 00 � O a o zM 2 07/07/2025 YS MKR LBR ADDENDUM #3 N 1 06/13/2025 LBR DP LBR ADDENDUM #1 co0 12/10/2024 LBR LDG LBR ISSUED FOR BID o c U No. DATE MATCHLINE: SEE DWG BT120-CPP204 KEY NOTES: OINSTALL HMA PAVEMENT PER TYPICAL SECTIONS ON SHEETS BT120-CRY101-CRY106 11 INSTALL CEMENT CONC PAVEMENT PER TYPICAL SECTIONS ON SHEETS BT1 20-CRY1 01 -CRY1 06 13 INSTALL INTEGRAL DOWELED CURB PER KCM STD PLAN D109 14 INSTALL 9 IN INTEGRAL DOWELED CURB PER DETAIL ON SHEET BT120-CRD122 17 INSTALL CEMENT CONC SIDEWALK PER CITY OF RENTON STD PLAN 102 18 SEE SHEET BT120-CRD125 AND STRUCTURAL SHEETS FOR STEEL PICKET FENCE NON -REMOVABLE DETAILS 20 INSTALL CEMENT ROLLED CURB PER DETAIL ON SHEET BT120-CRD121 21 INSTALL RETAINING WALL PER STRUCTURAL SHEETS 26 INSTALL BUS PLATFORM PER DETAIL ON STRUCTURAL SHEET DESIGNED BY: L. REDMAN DRAWN BY: Y. SHEN CHECKED BY: L. GILBERT APPROVED BY: 27 SEE SHEETS BT120-LHP101-LHP105, BT120-LHP201-LHP205 AND BT120-LHD101-LHD109 FOR HARDSCAPE PLAN AND DETAILS 31 SEE SHEET BT120-CRD121 FOR CURB TRANSITION DETAILS 39 SEE TYPICAL SECTIONS FOR SUBGRADE PREPARATION LEGEND*: + + + + + � LANDSCAPINIP HARDSCAPE ©PAVING POINI * SEE SHEETS BT120-GZN006-GZN007 FOR GENERAL SYMBOLS AND LEGEND - - - LONGITUDINAL JOINT — — — — — — — — — — — — TRANSVERSE JOINT CONCRETE JOINT INFORMATION ADDED TO SHEET UPDATES TO ROW SEE SHEETS BT1 20-RPP1 01 -BT1 20-RPP1 02 BT1 20-RPP1 05-BT1 20-RPP1 06 BT1 20-RPP201 -BT1 20-RPP205 20 10 0 20 40 KEY MAP SCALE IN FEET DEVELOPMENT ENGINEERING msippo 11 /25/2025 W1 R-433289 SCALE: STRIDE BUS RAPID TRANSIT DRAWING No.: w 1��=20� BT120-CPP202 Q C) FILENAME: SOUTH RENTON TRANSIT CENTER .5r.RIDE co w J S1-BT120-CPP201-205 BT105 FACILITY ID: BRT General Engineering Consultant z " SouNDTRANsiT CONTRACT No.: CIVIL BT120 RTA/LR RTA/CN 0205-2 t SHEET No.: REV: SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: PAVING PLAN S RENTON TRANSIT CENTER 089 2 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 2 N W °� co # 5 P 2Q 103 SW 7TH ST 102 O201 107 S203 202 C1O co 204 Q 205 105 JQ SW 101 104 GRADY WAY co T N 9 Xrefs: (� xS1-BT120-CPP0 xS1-BT120-VRXO xS1-BT120-CZN0 O xBRT-CUD05-TB xS1-BT120-CAPO xS1-BT120-CPP0 Q xS1-BTP120-VSF I ' ' xS1-BT120-GZK0 iW xS1-BT120-GZK xS1-BT120-LHP0 xS1-BT120-CZN0 xS1-BT120-CRP001 LO 0 N 0 N a w 0 N m 0 N M 0 0 J z 0 w X w I C� Z a � � m � I w � _jm _o o z A 2 0 1 L N 0 o U No CV O a a Uj v _zo J CV V IW W W c SEE NOTE 7 1 '� BT120-CRD 119 �� 213 �/ 212 195 187 an R=10.0': k k k k X k k k k k 17) I U R=15.0 k 178 k k 0' 215 k k 188 k k k k 182 R=3.0' 173 105 106 39 9 n Do 0 19 194 k k k R=10 0' k k k k 36 k 174 19 R=3.0' ° R=43.0' y% 2 k k. k k k 216 k k k k k 185 k 172 251 108 G 104 k k k k 230 k k k R=3.0' 19 183 179 171 180 :0 107 v 214 k k kk kk k k 19 0 184 103 Q. �L k k k k k 1 9 2 3 6 R-50.0 .. a.. 1 7 I k k 2 24 k k 21 7 k k R- 3. 0 1. 8 9 - R-3. o 109 k k 1 91 k k 250 . •• k k k k k k k k k 218 k k . 1 9 1 9 .a k k k k GENERAL NOTES: KEY NOTES: MATCHLINE: SEE DWG BT120-CPP205 1. SEE SHEET BT120-CPP100 FOR GENERAL PAVING D7 INSTALL CEMENT CONCRETE TRAFFIC CURB AND GUTTER NOTES. PER WSDOT STD PLAN F-10.12 2. SEE SHEET BT120-CPS101-CPS108 FOR PAVING POINT TABLES. 3. SEE SHEETS BT120-CRD101-CRD119 FOR CURB RAMP PLAN AND DETAILS AND ADDITIONAL PAVING POINTS. 4. SEE SHEETS BT120-CRD120-CRD129 FOR PAVING DETAILS. 5. SEE SHEETS BT120-GZKO01 AND BT120-GZN001-GZN007 FOR GENERAL KEY PLAN, GENERAL ABBREVIATIONS, AND GENERAL SYMBOLS AND LEGEND. 6. SEE SHEETS BT120-LPP101-LPP106 AND BT120-LPP201-LPP205 FOR LANDSCAPE PLANTING PLAN. 7. SEE ARCHITECTURAL AND STRUCTURAL SHEETS FOR DETAILS. 8. SEE CHANNELIZATION AND SIGNING PLANS FOR BOLLARD SIGN POST DETAILS AND LOCATIONS. �9. _ SEE SHEET BT120-CGP103 FOR ADDITIONAL GRADING q -INFORMATION-AT- THIS LOCATION. 10/24/2025 LBR MS LBR I CoR Permit Revisions - CNWD #001 07/07/2025 YS MKR LBR ADDENDUM #3 06/13/2025 LBR DP LBR ADDENDUM #1 12/10/2024 LBR LDG LBR ISSUED FORBID DATE DSN ICHK APP IREVISION OINSTALL HMA PAVEMENT PER TYPICAL SECTIONS ON SHEETS BT1 20-CRY1 01 -CRY1 06 11 INSTALL CEMENT CONC PAVEMENT PER TYPICAL , SECTIONS ON SHEETS BT120-CRY101-CRY106 13 INSTALL INTEGRAL DOWELED CURB PER KCM STD PLAN D109 15 INSTALL CEMENT CONC TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 17 INSTALL CEMENT CONC SIDEWALK PER CITY OF RENTON STD PLAN 102 19 INSTALL CEMENT CONC TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 27 SEE SHEETS BT120-LHP101-LHP105, BT120-LHP201-LHP205 AND BT120-LHD101-LHD109 FOR HARDSCAPE PLAN AND DETAILS 33 INSTALL WHEEL STOP PER DETAIL ON SHEET BT120-CRD128 36 INSTALL ROADWAY BOLLARD TYPE 1 PER DETAIL ON SHEET BT120-CRD129 39 SEE TYPICAL SECTIONS FOR SUBGRADE PREPARATION DESIGNED BY: L. REDMAN THR�'I� V �� of WA s�I� 9� p 22025708 9 W ��� �01ST", sSIONAL S 10/24/2025 DRAWN BY: Y. SHEN CHECKED BY: L. GILBERT APPROVED BY: L. REDMAN SUBMITTED BY: R. PARGAS 40 INSTALL YELLOW DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10 42 PAINTED RED CURB A LEGEND*: +++++++++++++ LANDSCAPING HARDSCAPE CK) PAVING POINT * SEE SHEETS BT120-GZN006-GZN007 FOR GENERAL SYMBOLS AND LEGEND LONGITUDINAL JOINT — — — — — — — — — — — — TRANSVERSE JOINT Q Q 45 U) co Uj J BRT General Engineering Consultant z U- DATE: REVIEWED BY: 12/10/2024 1 J. ALTCHECH 10 � =L Q_ J SW 7TH ST u I. 103 � I I L � I 102 I 107 201 _ 202 106 203 `W4 W 204' J _ 205 105 101 104 SW WpY �� �I I co I SCALE: 1 "=20' FILENAME: S1-BT120-CPP201-205 SoUNDTRANsiT CONTRACT No.: RTA/LR RTA/CN 0205 DATE: DATE: 12/10/2024 12/10/2024 20 10 0 20 40 KEY MAP SCALE IN FEET DEVELOPMENT ENGINEERING msippo 11 /25/2025 R-433290 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER BT120-CPP203 BT105 FACILITY ID: CIVIL BT120 SHEET No.: REV: PAVING PLAN S RENTON TRANSIT CENTER 090 A Ln 0 0 0 0 T co co N O O O N Q J 9 Xrefs: (� xS1-BT120-CPPO xS 1-BT120-VRXO 1 xS1-BT120-CZNO O xBRT-CUD05-TB xS 1-BT120-CAPO xS1-BT120-CPP0 0 xS1-BTP120-VSF xS1-BT120-GZK0 W xS1-BT120-GZK0 xS1-BT120-LHPO xS1-BT120-CZN0 xS1-BT120-CRP001 LO O N 0 N a w 6 N m 0 N M O 0 J z 0 w X w I c� a 06 o m w � co J co O L z A N Y 2 O 1 L N 0 o U N0 MATCHLINE: SEE DWG BT120-CPP202 . d °° ' d .e '• '° d' ' °^ ° .d .. ' d ° • . °..a ' d a , , ° q '° , d a °' ° ' a : � 7� 7� � X 11, ° T. a .. 1 ..4 d 12.0 d ° d ° p d + + + + + + + 150 20 Al I° e; °' d� �. °• d I I' �d' ,°•.� �a�. J• �.',4.' .�' I° df �a ZO �� �� �X �� �� X X X 152 �� ° ° d ° ° °' t �i q II• a I I 1. " ° 1° 1 (TYP.) d I . 1 1 ° .. I' l e . a ' +I d' I 1 •, ° 1 .' + d d ° ° d. a A. a. °. ° q W. °' a d n 'd I X X X 31 /^ 17 . 27 dam_ f _ �_- . • R-35.0' ° e .. <. 1L FCp JL e 1pL 1LT p -LLL ,� ,� J e + e + e 151 x -` ° • 1 ° . '1 1, p •d' ° • a ° `• °• A - ° �' • d : I .. d. a I` T I` T I` I` T I` I` I' I` i` `'` a ° d , �. lR lR lR lR d a V. ` I. y I , .. "a l I 0 i' e °d d 1p ° I 1 1 Id ' : ° ° la... .d O I. 1 ( I /r 13 1 e .. ° ° °. • .. Lf7 ° q CD d e e A a I 7� 7� 1 01 A. li r•, 4 p ° � , . 4' aII e A. ,,II 'O. 4 ° ° Id• d. a I! ' I• 1 .. .a J.A 11 e °. Id• .. d.° I. I. d 1 I a �e. ° •d I I d, �'• I 7� %� 7� 1� 7� 1� yC CL e'• I a I I { p' I .a j, I I° eP.' I a' 1 a I: I I 1 ° °,•al' °I '1 __ _� �_ e ems- �_�-�___ �_ -�__ 4_� __� _�°'� a- .- - - +.' - - - T-- -��' d.-�--1- 4 8. 1 4,\ W U .'° •°'T d. 'a'. �•e ° •° Z a, '.° ,d ... .° ,, "a' �. ',d• d q 1I� 7� yC 3. -4 a + A. q ° Al a s I•'° d a I q I ` I q. I d is I' a •. d 'e I •� •' 1 ° I• I. e \�e° N fi ° 111 p I �` d9] d ° . q d d. ° ' 9d • ' 7� 2! O 153 _�lar _-_-�_��1 -e�_ 1 JA 124 °' a ..° tee- ,d ,• _..9. ,_a__ .r_ L) in d'• ° I• I.. ° 1 a• e1 I. :I I 4 �JA�3 . 1 " 1° .. I I Iq ° �. e Y X X X X X X 1F \ `V W a•d. •'.d°'° A '. d d .°' d e °•.a•.. ° d. e° e, •a d e' + + 1L + + + + + n 9 .. .,•a + i ° • 1 q d ° • .. a ° ° G G . . a . ° °, • a! •e e.d° d.•••,•.'°• ° e : •.I I ` °..I. .•I: ,.. a. J J J J J:, 1 : a ° '' . Iq I. I a I ° le. . I d . I f I 1 p ,. d 1 d 1 1: ,� ,� ° 149 CC ° .. , ° ° a ° . °. °' e' ' e 155 X ° �e G Q _� _ � s_ _ � _ � � 2 _T r _ . ^. - °. _ •' d e • ° T - 1� 1� l� 1� � lR l� lR 1� l� 1R � � •• BT120-CRD110 - a -„-' -� ' ' : I, I a a-�d -�.` : °-� ::•°I -tea R=40.0' d I I•. ° I .I I I. 41 le a .I°. d 1..° I a ..•I I ',d I Ie. s 'I I I' :1 `... i.° ° W LU \.I'. °'.. A. ..� °.� �' °� " Q �•. �,' . j" I: °.. ° .'� I La �. °,:.I�0- \.: �,a a 139 .d •° •° ° . I• •d• .. 1 1 •° 1 aq 1 a •d ,°. •.e ° •d d 1F _ T p' ' I I' J 1 I' a d I• I I I N:• a• al d, ° i / -a.- --� _�6,._°_��_ e, _� __ _T� v___ _y__ __a_ A- _°,. T. __°a• �_.� ___ __ ___ = -� _ i 1� /��' 138 M I 104 ° d . a '.. d ° . Q a �^ ° + d I e r:da :: T : T a aT a Arad � T :a T m ��4IATaa:: �}a wO d ° I' I I' I'a. Id I I I I° 1 p I a d1 1 ' °A1 ° I. 11 °. 4 X 1F °. ` `v I' ° J ` I' ° q. 8 ° p ° a ° •.4 q d a d lR 1� �R �R ° �. ° ° x .. . •a, a d., ° a ° a ° , .. a 13 e ° d ° R=35.0 *154 p0 1 Jp `__4 4ee•• _A] .- " -- J-:---- JT a J ° s o �X d ;° R=79.3 a a . e• n 1. :° ' 1 I q g 4 `e c 1 • : 1° , a e. 1 ° 1 G °.: 'I ' Q ;�-°° L d:.• Qa 1 .. d al . e . !.a "d', ° ' ' .d . ' ' 1 02 R-65.0' 4�1A a °� 15.0 d .° p `( jI . a e l ° ..e a JI. • ° ° ° d •' . ° r r a °q ` • yC v� O ° '1• 1 �• •I°.' m •d� �•' ,°� Fd e ° e q W. °.. ° a a Id. l� - Z4 a l� EE NOTE 7 1 1. '. 1 e TYP. BT120-CGP102 r ( ) a a : , 1 . l . 1 °1 1. ° 1. r . < °' + , R-69.5 �� 17 I�- R_2 0, __':�� ° a pJ ` '�J-a-��- ' J -J - J� J.�': _-�. _ r V 27 v - - ° 1 1' a d:. : d .. `1 a� 4 148 I` �i d° '.h .'�. ° . I 105 I " I <`�? 'I: °° ° I�d ° . d a( I..: q.c Id : "el .'p I' . a l• ° dl , . e I. A� 145 be.. A. .I I .. a 1. ° • a : d ° d° q ' a I'.. el : °d .e'I °e'. d I..° .. d... l Q .s, I a° + Q I I I I. I' I Q► ° .pa 1, e. d I I ° J• ° I .. d. °. I I. • p, . ,. a d d, .. p• e• p e p e d. df 106 ° , ....I 3 I.d I I° I I. I al: I� x I i ' I C a _ d R=80.0' I '_ . 'I - °.. I° :d 18 a 1. °: I ' ( _ 13 a .d la: a a _ _ 147 - ° a e - a� .� - r ° _ finds d rd : d -r. • : -° r - '--r �`m 12 °I 144 ...' I :'Ij'L4 I :°° I'.a. ..'a. "I d'• .' d 9 ° q °�I ' e e. ° ° a " X 131 126 f 143 a ° . d a: la . pla . a:l°. :e. 9 39d :. I . I .nl I A. . I I 'd + 140 . .' J J J J J. J J J J J d J J J J J X i` i` i` i` i` I` T i` T i` !` i` i` r r J 116 X � �` 130 ., 137 R 32 - . 109 .... . .. .. .. ... 0 x� 117 113 125 '12� 107 15 CL BT120-C-RAILAKDW 127 141 R=88.0' 112 R=2.0' I . 129 15 115 .......... ...RAILAKDW 718+00 RAILAKDW 719+00 , 108 142 .. 110 ... �G .. 15 R=99.0 R=112.0' - - - - - - �--� . . 111 I I 136 RAILAKDW 717+00 41 294 I e Q: 298 41 i CH p 1 a � � � LINE • p5 ° 41 295 I ° : < 299 41 I M G 8.�124'C °. •d . � � 300 41 I SEE pW 41 296 I d I 1 41 297 301 41 1 I 18 302 41 - - - - - - - -------J SF BT12�� 102 SEE NOTE 7 TCVAV N P 4 Fo q r A cp �o Ty2o F. GENERAL NOTES: pp �205 1. SEE SHEET BT120-CPP100 FOR GENERAL PAVING NOTES. 2. SEE SHEET BT120-CPS101-CPS108 FOR PAVING POINT TABLES. 3. SEE SHEETS BT120-CRD101-CRD119 FOR CURB RAMP PLAN AND DETAILS AND ADDITIONAL PAVING POINTS. 4. SEE SHEETS BT120-CRD120-CRD129 FOR PAVING DETAILS. 5. SEE SHEETS BT120-GZKO01 AND BT120-GZN001-GZN007 FOR GENERAL KEY PLAN, GENERAL ABBREVIATIONS, AND GENERAL SYMBOLS AND LEGEND. 6. SEE SHEETS BT1 20-LPP1 01 -LPP1 06 AND BT120-LPP201-LPP205 FOR LANDSCAPE PLANTING PLAN. 7. SEE ARCHITECTURAL AND STRUCTURAL SHEETS FOR DETAILS. 10/24/2025 LBR MS LBR 07/07/2025 YS MKR LBR 06/13/2025 LBR DP LBR 12/10/2024 LBR LDG LBR DATE DSN CHK APP CoR Permit Revisions - CNWD #001 ADDENDUM #3 ADDENDUM #1 ISSUED FOR BID REVISION M G 8-�120- See pW KEY NOTES: OINSTALL HMA PAVEMENT PER TYPICAL SECTIONS ON SHEETS BT120-CRY101-CRY106 D11INSTALL CEMENT CONC PAVEMENT PER TYPICAL SECTIONS ON SHEETS BT120-CRY101-CRY106 13 INSTALL INTEGRAL DOWELED CURB PER KCM STD PLAN D109 15 INSTALL CEMENT CONC TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 17 INSTALL CEMENT CONC SIDEWALK PER CITY OF RENTON STD PLAN 102 18 SEE SHEET BT120-CRD125 AND STRUCTURAL SHEETS FOR STEEL PICKET FENCE NON -REMOVABLE DETAILS 20 INSTALL CEMENT ROLLED CURB PER DETAIL ON SHEET BT120-CRD 121 24 SEE SHEET BT120-CRD125 FOR STEEL PICKET FENCE REMOVABLE DETAILS 27 SEE SHEETS BT120-LHP101-LHP105, BT120-LHP201-LHP205 AND BT120-LHD101-LHD109 FOR HARDSCAPE PLAN AND DETAILS (i1 SEE SHEET BT120-CRD121 FOR CURB TRANSITION DETAILS DESIGNED BY: L. REDMAN T H R�7j y �� of WAC"q✓jf ®, DRAWN BY: Y. SHEN CHECKED BY: L. GILBERT ', 22025708 � �`� �0ISTV0 sSIONAL ' 10/24/2025 APPROVED BY: L. REDMAN SUBMITTED BY: R. PARGAS 32 INSTALL STEEL PICKET VEHICLE GATE PER DETAIL ON SHEET BT120-CRD127 38 INSTALL FENCE GATE PER DETAIL ON SHEET BT120-CRD126 3g SEE TYPICAL SECTIONS FOR SUBGRADE PREPARATION 41 INSTALL GENERATOR PROTECTION BOLLARD PER DETAIL ON SHEET BT120-CRD127 42 PAINTED RED CURB A LEGEND*: III:■:■:■:■:■:■:■:■:I � � . � � SEE SHEETS BT120-GZN006-GZN007 FOR GENERAL SYMBOLS AND LEGEND LONGITUDINAL JOINT - - - - - - - - - - - - TRANSVERSE JOINT DATE: 12/10/2024 Q Q 45 cn co Uj J BRT General Engineering Consultant z SovNDTRANsir REVIEWED BY: J. ALTCHECH DATE: 12/10/2024 I N � w =Q_ J SW 7TH ST u 103 � I I L � I 102 I S107 201 202 106 203 Y S W I 204 J Q 205 105 I 101 104 � I I SW I GRpDY J vVA �ct �I I co I SCALE: 1 "=20' FILENAME: S1-BT120-CPP201-205 CONTRACT No.: RTA/LR RTA/CN 0205 DATE: 12/10/2024 20 10 0 20 40 KEY MAP SCALE IN FEET DEVELOPMENT ENGINEERING a msippo 11 /25/2025 R-433291 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER BT120-CPP204 BT105 FACILITY ID: CIVIL BT120 SHEET No.: REV: PAVING PLAN S RENTON TRANSIT CENTER 091 A N T C) N CU T N C'7 O O I N Q J Xrefs: xS1-BT120-CPP xS1-BT120-VRX xS1-BT120-CZN xBRT-CUD05-TI xS1-BT120-CAP xS1-BT120-CPP xS1-BTP120-VS xS1-BT120-GZK xS1-BT120-GZK xS1-BT120-LHP xS1-BT120-CZN N co co 0 I 0 w ®R LO 0 N 0 N n U 0 N m U) 0 N co It 0 75 O U z 0 U) O U) J Q 06 � CO� I O U) c/) m J O — U Q i `O z 00 � LO N co � o U GENERAL NOTES: 1. SEE SHEET BT120-CPP100 FOR GENERAL PAVING NOTES. 2. SEE SHEET BT120-CPS101-CPS108 FOR PAVING POINT TABLES. 3. SEE SHEETS BT120-CRD101-CRD119 FOR CURB RAMP PLAN AND DETAILS AND ADDITIONAL PAVING POINTS. 4. SEE SHEETS BT120-CRD120-CRD129 FOR PAVING DETAILS. 5. SEE SHEETS BT120-GZKO01 AND BT120-GZN001-GZN007 FOR GENERAL KEY PLAN, GENERAL ABBREVIATIONS, AND GENERAL SYMBOLS AND LEGEND. 6. SEE SHEETS BT120-LPP101-LPP106 AND BT120-LPP201-LPP205 FOR LANDSCAPE PLANTING PLAN. KEY NOTES: OINSTALL HMA PAVEMENT PER TYPICAL SECTIONS ON SHEETS BT120-CRY101-CRY106 17 INSTALL CEMENT CONC SIDEWALK PER CITY OF RENTON STD PLAN 102 19 INSTALL CEMENT CONC TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 27 SEE SHEETS BT120-LHP101-LHP105, BT1 20-LHP201 -LHP205 AND BT120-LHD101-LHD109 FOR HARDSCAPE PLAN AND DETAILS 36 INSTALL ROADWAY BOLLARD TYPE 1 PER DETAIL ON SHEET BT120-CRD129 40 INSTALL YELLOW DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10 MATCHLINE: SEE DWG BT120-CPP203 LEGEND*: ��� LANDSCAPINI HARDSCAPE CK)PAVING POINI SEE SHEETS BT120-GZN006-GZN007 FOR GENERAL SYMBOLS AND LEGEND u I 103 I L I � I 102 201 107 202 106 203 Y W L 2041 J � Q 205 105 Sw 101 104 I GRAY + OVA � UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT1 20-RPP201 -BT1 20-RPP205 20 10 0 20 40 KEY MAP SCALE IN FEET DEVELOPMENT ENGINEERING msippo 11 /25/2025 R-433292]1 DESIGNED BY: SCALE: DRAWING No.: L. REDMAN ���vAHI? Q Jmr= I 1"=20' STRIDE BUS RAPID TRANSIT gT120—CPP205 DRAWN BY: y �� �rt��y� U FILENAME: SOUTH RENTON TRANSIT CENTER co Y. SHEN �r zF)l w J S1-BT120-CPP201-205 BT105 FACILITY ID: CHECKED BY: BRT General Engineering Consultant z " SoUNDTRANSIT CONTRACT No.: CIVIL BT120 22025708 1 06/13/2025 LBR DP LBR ADDENDUM #1 L. GILBERT ��` �GrsTEg�� ��w RTA/LR RTA/CN 0205-2 SHEET No.: REV: 0 12/10/2024 LBR LDG LBR ISSUED FOR BID APPROVED BY: �S"ONAL SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: PAVING PLAN S RENTON TRANSIT CENTER 092 1 No. DATE DSN CHK APP REVISION L. REDMAN 06/11/2025 R. PARGAS 112/10/2024 J. ALTCHECH 112/10/2024 12/10/2024 7. SEE ARCHITECTURAL AND STRUCTURAL SHEETS FOR DETAILS. co N T N 0 N U LO 0) 0 0 0 0 T I..L N Xrefs: (� xBRT-CUD05-TB S1-BT120-CPP2 S1-BT120-CPP1 O xS1-BT120-CZN0 I 0 w ®R 00 0 0 U) n U 0 N H m U) CD N 0 co It CD 0 75 O U U Z_ ry 0 Q U) O U) J Q 06 � m ::) I O U) c/) m J O - U o O N z `Y >y LO o U BT120-CPP101 PAVING POINT TABLE POINT NO. ALIGNMENT STATION OFFSET ELEVATION DESCRIPTION 101 BT120-C-RAINIER 200+27.63 87.37' RT 27.77 CEMENT CONCRETE PAVEMENT 102 BT120-C-RAINIER 200+35.68 74.10' RT - - - -27.80 - - - -CEMENTORETE PAVEME T CNC 103 BT120-C-RAINIER 200+46.37 71.48' RT 27.68 HMA OVERLAY 104 BT120-C-RAINIER 200+66.32 25.43' RT 28.83 HMA OVERLAY 105 BT120-C-RAINIER 201+30.57 36.54' RT 28.94 HMA OVERLAY 106 BT120-C-RAINIER 201+30.17 25.68' RT 29.23 HMA OVERLAY 107 BT120-C-RAINIER 201+30.33 27.36' RT 29.18 HMA PAVEMENT 108 BT120-C-RAINIER 201+30.44 32.86' RT 29.03 HMA PAVEMENT 109 BT120-C-RAINIER 200+95.13 28.07' RT 29.02 HMA PAVEMENT 110 BT120-C-RAINIER 200+97.62 33.52' RT 28.87 HMA PAVEMENT 13 BT120-C-RAINIER 200+48.36 80.03' RT 27.54 HMA PAVEMENT 114 BT120-C-RAINIER 201+05.96 36.55' RT 28.82 HMA OVERLAY 115 BT120-C-RAINIER 201+05.97 52.89' RT 28.29 HMA OVERLAY 116 BT120-C-RAINIER 200+66.36 50.65' RT 28.17 HMA OVERLAY BT120-CPP103 PAVING POINT TABLE POINT NO. ALIGNMENT STATION OFFSET ELEVATION DESCRIPTION 101 BT120-C-RAINIER 209+82.67 1.72' LT 25.27 AP - FL 102 BT120-C-RAINIER 210+85.39 12.99' LT 25.55 END C&G AND PVMT/MATCH EX 103 BT120-C-RAINIER 208+60.30 0.30' LT 25.19 AP - FL 104 BT120-C-RAINIER 208+94.81 1.36' LT 25.21 AP - FL 105 BT120-C-RAINIER 209+33.45 1.78' LT 25.24 AP - FL 106 BT120-C-RAINIER 210+85.35 12.19' LT 26.05 BOC/MATCH EX 107 BT120-C-RAINIER 211+49.42 6.65' LT 26.44 LANDSCAPE 108 BT120-C-RAINIER 211+49.08 0.70' RT 26.77 LANDSCAPE 165 BT120-C-RAINIER 208+3311 .38 �[4;R-T� 24.11 LE�N[H1MVA,,,PVMT/MATCH EX 1 06/13/2025 LBR DP I LBR ADDENDUM #1 0 12/10/2024 LBR LDG LBR ISSUED FOR BID No. DATE DSN CHK APP REVISION DESIGNED BY: L. REDMAN DRAWN BY: Y. SHEN CHECKED BY: L. GILBERT APPROVED BY: L. REDMAN SUBMITTED BY: 06/11 /2025 R. PARGAS C G BT120-CPP102 PAVING POINT TABLE POINT NO. ALIGNMENT STATION OFFSET ELEVATION DESCRIPTION 101 BT120-C-RAINIER 205+45.03 38.88' LT 26.74 BEGIN C&G/MATCH EX 102 BT120-C-RAINIER 205+66.24 40.21' LT 27.03 BEGIN SW 103 BT120-C-RAINIER 207+77.07 12.24' RT 24.96 1 /2 - FL 104 BT120-C-RAINIER 207+75.14 3.30' RT 25.04 1/2 - FL 105 BT120-C-RAINIER 206+13.48 82.43' LT 26.00 END SW 106 BT120-C-RAINIER 206+31.82 96.08' LT 25.73 PT - FL 107 BT120-C-RAINIER 207+00.28 133.79' LT 24.91 END C&G AND OVERLAY/MATCH EX 108 BT120-C-RAINIER 206+94.28 42.36' LT 26.01 END HMA PVMT/BEGIN OVERLAY/CEMENT CONCRETE PVMT 109 BT120-C-RAINIER 205+66.97 62.37' LT 26.98 BEGIN SW/MATCH EX 110 BT120-C-RAINIER 206+05.82 95.59' LT 26.13 END SW/MATCH EX 111 BT120-C-RAINIER 207+32.46 43.22' LT 25.68 AP - END OVERLAY/BEGIN CEMENT CONCRETE PVMT 112 BT120-C-RAINIER 206+26.51 6.14' LT 25.23 END OVERLAY/END HMA PVMT/BEGIN CEMENT CONCRETE PVMT 113 BT120-C-RAINIER 206+87.04 98.81' LT 25.56 PC - FL 114 BT120-C-RAINIER 206+93.39 92.69' LT 25.42 PRC - FL 115 BT120-C-RAINIER 206+91.46 80.48' LT 25.51 PT - FL 116 BT120-C-RAINIER 206+91.95 86.67' LT 25.50 FL - FL 117 BT120-C-RAINIER 206+14.16 5.87' LT 25.18 END OVERLAY/BEGIN HMA PVMT 118 BT120-C-RAINIER 206+92.10 98.16' LT 25.48 FL 119 BT120-C-RAINIER 207+41.70 43.68' LT 25.72 END HMA PVMT/BEGIN CEMENT CONCRETE PVMT 120 BT120-C-RAINIER 206+77.63 42.12' LT 26.04 BEGIN HMA PVMT/CEMENT CONCRETE PVMT 121 BT120-C-RAINIER 207+74.90 44.54' LT 25.62 END CEMENT CONCRETE PVMT/MATCH EX 122 BT120-C-RAINIER 207+14.93 83.55' LT 25.36 END HMA PVMT 123 B -C-RAINIER +01 1 .25' 25.05 END HRIA PVMT 124 BT120-C-RAINIER 205+44.99 34.46' LT 26.57 BEGIN HMA PVMT/MATCH EX 125 BT120-C-RAINIER 206+25.68 37.38' LT 26.31 END HMA PVMT/END OVERLAY/BEGIN CEMENT CONCRETE PVMT 127 BT120-C-RAINIER 205+86.96 13.36' RT 25.16 BEGIN HMA PVMT 128 BT120-C-RAINIER +76.66 2.51' RT 25.05 EM CO RETE P 129 BT120-C-RAINIER 207+74.78 4.97' RT 25.02 PT - FL 130 BT120-C-RAINIER 207+76.24 11.05' RT 24.98 PC - FL 131 BT120-C-RAINIER 207+78.49 12.57' RT 24.95 PT - FL 13 BT -C- I N I +8 3 11' 4. F D C M O TE PV E A PVMT 133 BT120-C-RAINIER 208+33.31 3.35' RT 25.24 FL/END HMA PVMT 134 BT120-C-RAIN R 205+44.38 0.01' LT 25.37 GIN OVERLAY/MATCH EX 135 BT120-C-RAINIER 206+28.07 13.42' RT 24.62 END HMA PVMT/BEGIN CEMENT CONCRETE PVMT 136 BT120-C-RAINIER 207+22.23 89.76' LT 25.55 END OVERLAY/MATCH EX 137 BT120-C-RAINIER 207+76.15 10.61' LT 25.31 AP - END CEMENT CONCRETE PVMT 138 BT120-C-RAINIER 206+25.58 40.87' LT 26.44 END OVERLAY/BEGIN CEMENT CONCRETE PVMT 139 BT120-C-RAINIER 206+14.22 3.87' LT 25.14 END OVERLAY/BEGIN HMA PVMT 140 BT120-C-RAINIER 206+26.57 4.14' LT 25.15 END HMA PVMT/BEGIN CEMENT CONCRETE PVMT 141 BT120-C-RAINIER 207+92.04 1.99' RT 25.08 AP - FL 142 BT120-C-RAINIER 208+17.15 1.05' RT 25.14 AP - FL Q J .9r)?IDE F)l Z D �_ co J -i BRT General Engineering Consultant z SOUNDTRANSIT DATE: 12/10/2024 REVIEWED BY: J. ALTCHECH DATE: 12/10/2024 SCALE: NTS FILENAME: S1-BT120-CPS101-108 CONTRACT No.: RTA/CN 0205-24 DATE: 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 CIVIL PAVING PLAN POINT TABLES R-433293 DEVELOPMENT ENGINEERING msippo 11 /25/2025 DRAWING No.: BT120-CPS101 FACILITY ID: BT120 SHEET No.: REV: 093 1 C'7 N N O O N CU H H H N d C'7 C'7 N O O O N Q J N Xrefs: (� xBRT-CUD05-TB S1-BT120-CPP2 S1-BT120-CPP1 O xS1-BT120-CZN0 I 0 w ®R 00 0 0 U) D_ 0 N m U) CD N co It CD 0 O U U z ry 0 U� Q U) O J Q06 � CO� I O U) c/) m J O - U o U N z `Y >y LO CD o U BT120-CPP104 PAVING POINT TABLE POINT NO. ALIGNMENT STATION OFFSET ELEVATION DESCRIPTION 101 BT120-C-GRADY 151+14.29 36.23' LT 26.88 OVERLAY 102 BT120-C-RAINIER 200+54.04 104.35' RT 27.10 AP 103 BT120-C-RAINIER 200+49.88 86.56' RT 27.40 AP 104 BT120-C-GRADY 151+35.38 27.40' LT 26.93 BEGIN C&G/MATCH EX 1 106 BT120-C-GRADY 151+58.24 29.71' LT 27.85 PT -SW 107 BT120-C-GRADY 151+86.32 37.85' LT 28.00 PC - SW 108 BT120-C-GRADY 151+91.61 38.60' LT 28.03 PT -SW 109 BT120-C-GRADY 155+86.62 17.05' LT 26.96 END CEMENT CONCRETE PVMT/BEGIN HMA PVMT 110 BT120-C-GRADY 155+86.55 6.05' LT 27.17 END CEMENT CONCRETE PVMT/BEGIN HMA PVMT 11 T1 -C- RA +42.92 .06' LT 37 EN CONC E PVMT 112 BT120-C-GRADY 152+01.45 17.20' LT 27.65 AP 1 113 BT120-C-GRADY 154+88.08 27.10' LT 26.92 BEGIN CEMENT CONCRETE PVMT 114 BT120-C-GRADY 154+43.75 27.13' LT 27.02 E C&G/B CE CONCRETE PVMT 115 BT120-C-GRADY 155+42.80 5.01' RT 27.49 CEMENT CONCRETE PVMT 116 BT120-C-GRADY 155+53.91 5.01' RT 27.46 CEMENT CONCRETE PVMT 117 BT120-C-GRADY 156+39.33 74.24' LT 27.92IM C&G/HMA PVMT 1 118 B O-C-GRADY 155+ 0.80 54.60' LT 27.95ULTI-PURP SE PATH/SW 119 BT120-C-GRADY 155+00.80 74.59' LT 27.93 SW 120 BT120-C-GRADY 155+24.80 74.60' LT 28.04 SW 121 BT120-C-GRADY 155+24.80 64.60' LT 28.04 SW 122 BT120-C-GRADY 155+14.79 64.61' LT 28.01 SW 123 BT120-C-GRADY 155+14.80 54.60' LT 27.99 MULTI -PURPOSE PATH/SW 124 BT120-C-GRADY 153+44.94 54.60' LT 28.08 MULTI -PURPOSE PATH/SW 125 BT120-C-GRADY 153+60.90 94.60' LT 27.74 SW 126 BT120-C-GRADY 153+72.90 94.60' LT 27.67 SW 127 BT120-C-GRADY 153+60.92 54.60' LT 28.08 MULTI -PURPOSE PATH/SW 128 BT120-C-GRADY 152+30.67 54.60' LT 28.23 SW 129 BT120-C-GRADY 152+30.66 68.59' LT 28.41 AP - SW 130 BT120-C-GRADY 152+16.61 68.60' LT 28.45 AP - SW 131 BT120-C-GRADY 152+00.62 54.60' LT 28.30 MULTI -PURPOSE PATH/SW 132 BT120-C-GRADY 151+93.70 54.60' LT 28.27 PT - MULTI -PURPOSE PATH/SW 133 BT120-C-GRADY 151+88.89 54.27' LT 28.25 1/2 - MULTI -PURPOSE PATH/SW 134 BT120-C-GRADY 151+84.17 53.28' LT 28.23 PC - MULTI -PURPOSE PATH/SW 135 BT120-C-GRADY 151+88.94 38.41' LT 28.02 1/2 - MULTI -PURPOSE PATH/SW 136 BT120-C-GRADY 151+54.38 28.88' LT 27.74 1/2 - MULTI -PURPOSE PATH/SW 137 BT120-C-GRADY 151+49.89 44.30' LT 27.58 BEGIN MULTI -PURPOSE PATH 138 BT120-C-GRADY 151+52.52 44.50' LT 27.93 1/2 - MULTI -PURPOSE PATH/SW 39 T120-C-GRADY 15 5.0 5' LT 0 P U U SE PA W 1 BT O-C- ADY 154+32. 9' L .25 1 AP 142 BT120-C-GRADY 154+43.87 17.07' LT 27.25 AP 143 BT120-C-GRADY 152+78.71 27.09' LT 27.08 BEGIN C&G 120- R +2 5 .9 00 END C&G 145 BT120-C-GRADY 155+21.17 27.10' LT 26.84 BEGIN C&G 1d 1 06/13/2025 LBR DP I LBR ADDENDUM #1 0 12/10/2024 LBR LDG LBR ISSUED FOR BID No. DATE DSN I CHK APP I REVISION DESIGNED BY: L. REDMAN DRAWN BY: Y. SHEN CHECKED BY: L. GILBERT APPROVED BY: L. REDMAN C BT120-CPP104 PAVING POINT TABLE POINT NO. ALIGNMENT STATION OFFSET ELEVATION DESCRIPTION 146 BT120-C-GRADY 155+43.13 27.07' LT 26.77 BEGIN CEMENT CONCRETE PVMT 147 BT120-C-GRADY 155+43.00 17.05' LT 27.07 AP 148 BT120-C-GRADY 155+65.08 17.07' LT 27.03 AP 149 BT120-C-GRADY 155+65.24 27.10' LT 26.57 END CEMENT CONCRETE PVMT 150 BT120-C-GRADY 155+77.39 27.10' LT 26.46 END C&G 151 BT1 -GR DY 6+30.22 27.26' 25.99 BEGIN C&G ��l 53 BT120-C-GRADY 152+01.37 27.13' LT 27.45 END C&G/MATCH EX 154 BT120-C-GRADY 155+53.96 5.98' LT 27.35 AP 155 BT120-C-GRADY 155+86.56 7.05' LT 27.15 END CEMENT CONCRETE PVMT/BEGIN HMA PVMT 156 BT120-C-GRADY 151+50.44 28.60' LT 27.64 BEGIN SW/MATCH EX 157 BT120-C-GRADY 154+00.04 27.14' LT 27.01 BEGIN C&G 158 BT120-C-GRADY 53+22.82 17.25' LT 27.45 AP 159 BT120-C-GRADY 153+33.82 17.22' LT 27.43 AP 160 BT120-C-GRADY 153+33.75 27.05' LT 27.24 END CEMENT CONCRETE PVMT/END C&G/MATCH EX 161 BT120-C-GRADY 154+33.00 27.07' LT 27.14 BEGIN CEMENT CONCRETE PVMT/MATCH EX 162 BT120-C-GRADY 154+87.94 17.03' LT 27.16 AP 163 BT120-C-GRADY 155+20.96 17.10' LT 27.13 AP 164 BT120-C-GRADY 156+30.22 17.07' LT 26.67 AP ll�W H M_* c� �22025708` w GISTEg �SSI�NAL �� SUBMITTED BY: 06/11 /2025 R. PARGAS L4 14, BT120-CPP105 PAVING POINT TABLE POINT NO. ALIGNMENT STATION OFFSET ELEVATION DESCRIPTION 101 BT120-C-GRADY 158+27.50 38.60' LT 26.81 PC - SW 102 BT120-C-GRADY 158+49.17 44.98' LT 26.11 END HMA PVMT/BEGIN CEMENT CONCRETE SW 103 BT120-C-GRADY 158+63.59 61.34' LT 25.75 PRC - SW 104 BT120-C-GRADY 158+61.54 74.63' LT 25.86 PRC - SW 105 BT120-C-GRADY 159+12.29 106.71' LT 25.75 PT - T/C -C-G R 59+42.2 N01016 107 BT120-C-GRADY 158+33.97 25.81' LT 25.92 END HMA PVMT/MATCH EX 8 120- -GRA 9+ 1 36. LT .37 AP/MA CH X 109 BT120-C-GRADY 159+76.67 37.53' LT END HMA PVMT / MATCH EX 110 BT120-C-GRADY 159+21.12 51.46' LT 25.60 AP/MATCH EX 111 BT120-C-GRADY 159+50.72 51.58' LT 24.82 END HMA PVMT / MATCH EX 112 BT120-C-GRADY 159+19.92 67.24' LT AP/MATCH EX 113 BT120-C-GRADY 159+64.01 112.05' LT 25.38 AP/MATCH EX 114 BT120-C-GRADY 159+68.02 106.55' LT 25.17 END HMA PVMT/MATCH EX 115 BT120-C-GRADY 157+21.63 64.59' LT 27.62 SW 116 BT120-C-GRADY 157+11.56 64.60' LT 27.69 SW 117 BT120-C-GRADY 157+11.56 74.60' LT 27.95 SW 118 BT120-C-GRADY 157+35.56 74.60' LT 27.83 SW 119 BT120-C-GRADY 157+35.56 54.60' LT 27.34 SW/MULTI-PURPOSE PATH 120 BT120-C-GRADY 157+21.63 54.60' LT 27.37 SW/MULTI-PURPOSE PATH 125 BT120-C-GRADY 159+02.65 120.11' LT 25.99 PT - SW 126 BT120-C-GRADY 159+07.32 113.61' LT 25.87 PT - SW 127 BT120-C-GRADY 158+79.68 99.56' LT 26.00 1/2 - SW 128 BT120-C-GRADY 158+82.16 90.23' LT 25.87 1/2 - SW 129 BT120-C-GRADY 158+46.91 59.97' LT 26.06 1/2 - SW 130 BT120-C-GRADY 158+26.89 54.60' LT 27.07 PC - SW 131 BT120-C-GRADY 156+60.79 69.43' LT 27.87 C&G/HMA PVMT 132 BT120-C-GRADY 159+59.03 43.04' LT 1/2 - HMA PVMT / MATCH EX 133 BT120-C-GRADY 159+19.36 59.62' LT 25.55 AP/MATCH EX 134 BT120-C-GRADY 159+57.40 99.13' LT 25.21 AP/MATCH EX ELEVATIONS TO MATCH EXISTING BT120-CPP105 CONTINUED PAVING POINT TABLE POINT NO. ALIGNMENT STATION OFFSET ELEVATION DESCRIPTION 135 BT120-C-GRADY 156+60.18 27.21' LT 25.92 END C&G 136 BT120-C-GRADY 157+89.26 17.10' LT 26.51 AP HMA PVMT 137 BT120-C-GRADY 156+60.18 17.11' LT 26.63 AP HMA PVMT 157+ 9. 2 T .97 IN & 141 T1 -C- AD 159 .70 25.83' LT .74 ND HMA T CH 142 BT120-C-GRADY 158+33.94 7.10' LT 26.70 END HMA PVMT/MATCH EX 144 BT120-C-GRADY 158+53.32 64.57' LT 25.94 END HMA PVMT/MATCH EX Q Q 4Sr)?IDE co co W_j F)l Z J BRT General Engineering Consultant z LL SOUNDTRANSIT DATE: 12/10/2024 REVIEWED BY: J. ALTCHECH DATE: 12/10/2024 SCALE: NTS FILENAME: S1-BT120-CPS101-108 CONTRACT No.: RTA/CN 0205-24 DATE: 12/10/2024 DEVELOPMENT ENGINEERING R-433294 msippo 11 /25/2025 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 CIVIL PAVING PLAN POINT TABLES DRAWING No.: BT120-CPS102 FACILITY ID: BT120 SHEET No.: REV: 094 1 N T N O O N CU H H H N d C'7 N O O I 4 N Q J N C'7 Xrefs: (� xBRT-CUD05-TB S1-BT120-CPP2 S1-BT120-CPP1 O xS1-BT120-CZN0 I w ®R 00 0 0 U) n U 0 N_ H m U) CD N co It CD r) 75 O U U Z ry 0 U� U) O U) J Q 06 � CO� I O U) c/) m J O - U o O N z `Y >y LO o U BT120-CPP106 PAVING POINT TABLE POINT NO. ALIGNMENT STATION OFFSET ELEVATION DESCRIPTION 147 BT120-C-LAKE 402+32.01 37.40' RT 25.65 END LANDSCAPE/MATCH EX 148 BT120-C-LAKE 402+28.91 38.45' RT 25.69 END LANDSCAPE/MATCH EX 149 BT120-C-LAKE 402+26.24 27.14' RT 25.72 AP 150 BT120-C-LAKE 402+23.27 28.24' RT 25.76 BEGIN LANDSCAPE/MATCH EX 151 BT120-C-LAKE 402+21.87 23.15' RT 25.77 BEGIN LANDSCAPE/MATCH EX 152 BT120-C-LAKE 404+24.44 38.22' LT 27.53 CHAIN LINK FENCE POST 1 06/13/2025 LBR DP I LBR ADDENDUM #1 0 12/10/2024 LBR LDG LBR ISSUED FOR BID No. DATE DSN CHK APP REVISION DESIGNED BY: L. REDMAN DRAWN BY: Y. SHEN CHECKED BY: D. POSTEN APPROVED BY: L. REDMAN SUBMITTED BY: 06/11 /2025 R. PARGAS BT120-CPP106 PAVING POINT TABLE POINT NO. ALIGNMENT STATION OFFSET ELEVATION DESCRIPTION 101 BT120-C-LAKE 402+03.60 12.95' RT 25.57 AP/MATCH EX 102 BT120-C-LAKE 402+78.45 14.00' LT 25.22 END HMA PVMT/ BEGIN CEMENT CONCRETE PVMT 103 BT120-C-LAKE 402+48.58 27.47' LT 25.63 1/2 - SW 104 BT120-C-LAKE 402+78.45 15.00' LT 25.70 END C&G/BEGIN DOWELED CURB 105 BT120-C-LAKE 403+04.45 40.72' LT 26.61 PT - SW 106 BT120-C-LAKE 405+04.00 24.46' LT 25.99 END OVERLAY/MATCH EX 107 BT120-C-LAKE 405+04.14 22.94' RT 26.02 END OVERLAY/MATCH EX 108 BT120-C-LAKE 404+97.66 22.28' RT 26.00 END OVERLAY/MATCH EX 109 BT120-C-LAKE 404+28.88 21.25' LT 26.14 PRC/END DOWELED CURB/BEGIN C&G 110 BT120-C-LAKE 404+49.44 25.49' LT 25.97 PRC -FL 111 BT120-C-LAKE 404+48.90 40.97' LT 26.70 1/2 - SW 112 BT120-C-LAKE 404+86.26 54.85' LT * END SW AND C&G/MATCH EX 113 BT120-C-LAKE 404+97.99 46.42' LT 25.86 END OVERLAY/MATCH EX 114 BT120-C-LAKE 404+87.66 54.21' LT END OVERLAY/END HMA PVMT/MATCH EX 115 BT120-C-LAKE 404+06.92 14.79' RT 26.14 END DOWELED CURB/BEGIN C&G 116 BT120-C-LAKE 404+97.60 23.68' RT 26.46 END C&G/MATCH EX 117 BT120-C-LAKE 404+49.81 29.02' LT 26.51 PRC - SW 118 BT120-C-LAKE 402+36.23 28.70' LT 25.62 PC - SW 119 BT120-C-LAKE 402+60.95 28.28' LT 25.64 PT -SW 120 BT120-C-LAKE 402+82.58 31.67' LT 26.13 PC - SW 121 BT120-C-LAKE 402+86.70 32.00' LT 26.22 PT -SW 122 BT120-C-LAKE 404+24.18 37.00' LT 28.02 END RETAINING WALL/END FENCE 123 BT120-C-LAKE 404+06.92 0.00' RT 25.92 END CEMENT CONCRETE PVMT /BEGIN HMA PVMT 124 BT120-C-LAKE 404+31.74 0.01' LT 26.04 END CEMENT CONCRETE PVMT /BEGIN HMA PVMT 125 BT120-C-LAKE 402+78.45 14.82' RT 25.11 BEGIN CEMENT CONCRETE PVMT/BEGIN DOWELED CURB/MATCH EX 126 BT120-C-LAKE 402+84.63 31.92' LT 26.18 1/2 - SW 127 BT120-C-LAKE 402+81.30 39.57' LT 26.18 PC - SW 128 BT120-C-LAKE 402+83.99 39.89' LT 26.24 1/2 - SW 129 BT120-C-LAKE 402+86.69 40.00' LT 26.30 PT - SW 130 BT120-C-LAKE 403+02.15 43.96' LT 26.61 END REMOVABLE FENCE 131 BT120-C-LAKE 402+33.56 42.81' LT 25.72 AP - REMOVABLE FENCE 132 BT120-C-LAKE 402+08.70 68.94' LT 26.16 AP - REMOVABLE FENCE 133 BT120-C-LAKE 402+04.52 59.09' LT 25.77 1/2 - FL 134 BT120-C-LAKE 402+38.66 36.48' LT 25.58 PC - SW 135 BT120-C-LAKE 402+48.80 35.47' LT 25.63 1/2 - SW 136 BT120-C-LAKE 402+58.98 36.13' LT 25.68 PT - SW 137 BT120-C-LAKE 404+30.76 37.63' LT 26.83 PC - SW 138 BT120-C-LAKE 402+78.45 0.00' RT 25.50 END HMA PVMT/BEGIN CEMENT CONCRETE PVMT/MATCH EX 139 BT120-C-LAKE 404+06.93 13.79' RT 25.68 END CEMENT CONCRETE PVMT/BEGIN HMA PVMT 140 BT120-C-LAKE 404+29.03 20.27' LT 26.13 END CEMENT CONCRETE PVMT/BEGIN HMA PVMT 141 BT120-C-LAKE 402+20.57 21.49' RT 25.28 BEGIN C&G/MATCH EX 142 BT120-C-LAKE 402+41.30 15.63' RT 24.94 END C&G/MATCH EX 143 BT120-C-LAKE 402+38.43 26.32' RT 25.65 END CEMENT CONCRETE SW/MATCH EX 144 BT120-C-LAKE 402+30.14 28.56' RT 25.66 BEGIN CEMENT CONCRETE SW/MATCH EX 145 BT120-C-LAKE 402+16.38 7.64' RT 25.66 AP - HMA PAVEMENT 146 BT120-C-LAKE 402+39.10 1.82' RT 25.39 AP - HMA PAVEMENT * LIMITS OF SURVEY DID NOT EXTEND TO THESE POINTS. ENSURE THAT SIDEWALK RAMP AND LANDING MEET ADA STANDARDS. SCALE: NTs STRIDE BUS RAPID TRANSIT < -i MrV-w 0 FILENAME: SOUTH RENTON TRANSIT CENTER co 4Sr)?IDE co F)l w J S1-BT120-CPS101-108 BT105 BRT General Engineering Consultant z " SOUNDTRANSIT CONTRACT No.: CIVIL RTA/CN 0205-24 PAVING PLAN DATE: REVIEWED BY: DATE: DATE: 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 1 POINT TABLES R-433295 DEVELOPMENT ENGINEERING msippo 11 /25/2025 U1 DRAWING No.: BT120-CPS103 FACILITY ID: BT120 SHEET No.: REV: 095 1 C'7 N T N O O N CU H H H N d C'7 C'7 N O O O N Q J N co Xrefs: (� xBRT-CUD05-TB S1-BT120-CPP2 S1-BT120-CPP1 O xS1-BT120-CZNO I 0 w i l 0 0 0 co p U 0 N H m co 0 N O M O r) O U U Z_ ry U) O U) J Q 06 m Z i O U) cf) m J O - U O Z N _ Y OLO N o o U BT120-CPP201 PAVING POINT TABLE POINT NO. ALIGNMENT STATION OFFSET ELEVATION DESCRIPTION 101 BT120-C-RAINIER 207+98.14 48.04' RT 24.02 END C&G/END SW/MATCH EX 102 BT120-C-NTC 512+62.11 15.06' LT 25.92 1/2 - FL 1 103 BT120-C-RAINIER 208+00.15 48.77' RT 24.01 END HMA PVMT/MATCH EX 104 BT120-C-NTC 513+22.12 18.94' LT 26.62 1/2 - FL 105 BT120-C-NTC 513+99.01 16.64' LT 27.67 1/2 - FL 106 BT120-C-NTC 511+05.00 39.10' LT 25.21 BEGIN FENCE (TOP OF WALL) 107 BT120-C-NTC 510+93.87 39.91' LT 24.65 PT/BEGIN HMA PVMT 108 BT120-C-NTC 512+58.78 15.00' LT 25.88 PC - FL 109 BT120-C-NTC 512+65.44 15.22' LT 25.96 PT - FL 110 BT120-C-NTC 513+18.79 18.78' LT 26.58 PC - FL 111 BT120-C-NTC 513+25.44 19.00' LT 26.66 PT - FL 112 BT120-C-NTC 513+71.09 18.64' LT 27.26 PC - FL 113 BT120-C-NTC 514+02.81 21.79' LT 28.33 PC - SW 114 BT120-C-NTC 514+07.52 35.33' LT 28.61 AP - SW 115 BT120-C-NTC 510+77.38 22.61' RT 23.87 PC - FL 116 BT120-C-NTC 514+07.74 35.84' LT 29.18 AP - FENCE (TOP OF WALL) 117 BT120-C-NTC 511 +04.94 15.00' RT 24.44 PC - FL 118 BT120-C-NTC 511 +36.76 15.00' RT 24.89 PT - FL 119 BT120-C-NTC 510+87.09 15.01' RT 24.11 PT - FL 121 BT120-C-RAINIER 207+64.59 53.00' RT 23.79 VALLEY GUTTER 122 BT120-C-RAINIER 207+69.48 50.00' RT 23.83 VALLEY GUTTER 123 BT120-C-NTC 513+88.02 16.58' RT 28.19 1/2 - FL 124 BT120-C-NTC 513+74.02 15.77' RT 27.99 PC - FL 125 BT120-C-STC 614+03.32 15.00' LT 28.36 1/2 - FL 126 BT120-C-STC 613+76.79 15.00' LT 28.01 PC - FL 127 BT120-C-RAINIER 206+28.09 48.49' RT 23.49 END HMA PVMT/BEGIN CEMENT CONCRETE PVMT 128 BT120-C-NTC 510+80.92 17.14' RT 23.98 1/2 - FL 129 BT120-C-NTC 511 +20.85 15.02' RT 24.79 1/2 - FL 130 BT120-C-STC 610+99.61 39.03' RT 24.66 SW 131 BT 120-C-STC 611 +37.93 46.59' RT 25.28 1/2 - T/C 132 BT120-C-STC 613+50.35 47.06' RT 27.79 PT - T/C 133 BT120-C-STC 611 +55.38 39.50' RT 25.39 PT - T/C 134 BT120-C-STC 613+32.44 39.50' RT 27.69 PC - T/C 135 BT120-C-STC 613+96.66 16.77' RT 28.03 PC - T/C 136 BT120-C-NTC 510+91.82 26.19' LT 24.55 END SW/BEGIN HMA PVMT 137 BT120-C-NTC 510+84.04 57.59' LT 24.59 END SW/MATCH EX 138 BT120-C-RAINIER 206+21.67 57.95' RT 24.04 PT - SW 139 BT120-C-RAINIER 206+26.21 56.22' RT 24.04 1/2 - SW 0 BT120- -ST 6 +62.39 15.48' RT 23.52 - &G/BE DOWELED C 1 141 BT120-C-NTC 510+73.15 24.96' LT 23.74 FL - END C&G/BEGIN DOWELED CURB BT120-CPP201 PAVING POINT TABLE POINT NO. ALIGNMENT STATION OFFSET ELEVATION DESCRIPTION 142 BT120-C-RAINIER 206+53.70 53.00' RT 23.46 VALLEY GUTTER 143 BT120-C-RAINIER 206+52.65 54.03' RT 23.45 VALLEY GUTTER 144 BT120-C-RAINIER 206+52.33 50.00' RT 23.46 VALLEY GUTTER 145 BT120-C-RAINIER 206+50.35 51.96' RT 23.46 VALLEY GUTTER 146 BT120-C-STC 612+56.79 31.54' RT 26.59 8" CONCRETE FOUNDATION 147 BT120-C-STC 612+56.80 26.54' RT 26.52 8" CONCRETE FOUNDATION 148 BT120-C-STC 612+75.46 26.56' RT 26.76 8" CONCRETE FOUNDATION 149 BT120-C-STC 612+75.45 31.56' RT 26.84 8" CONCRETE FOUNDATION 150 BT120-C-NTC 511 +84.81 23.45' LT 25.57 PC -SW 151 BT120-C-NTC 511+94.74 24.14' LT 25.72 PRC-SW 152 BT120-C-NTC 512+04.80 25.34' LT 25.87 1/2-SW 153 BT120-C-NTC 512+14.74 26.02' LT 26.01 PT -SW 154 BT120-C-NTC 512+20.74 26.13' LT 26.09 PC -SW 155 BT120-C-NTC 512+30.70 25.83' LT 26.22 1/2-SW 156 BT120-C-NTC 512+40.79 25.01' LT 26.33 PRC-SW 157 BT120-C-NTC 512+50.75 24.70' LT 26.45 PT -SW 158 BT120-C-STC 613+20.79 16.00' RT 27.18 6" CONCRETE FOUNDATION 159 BT120-C-STC 613+20.79 15.50' RT 27.18 6" CONCRETE FOUNDATION 160 BT120-C-STC 613+96.60 17.27' RT 28.03 6" CONCRETE FOUNDATION 161 BT120-C-STC 613+96.53 17.76' RT 28.03 6" CONCRETE FOUNDATION 162 BT120-C-NTC 511 +89.78 23.67' LT 25.64 1/2-SW 163 BT120-C-NTC 512+45.76 24.73' LT 26.39 1/2-SW 164 BT120-C-STC 612+92.10 37.59' RT 27.14 8" CONCRETE FOUNDATION 165 BT120-C-STC 612+95.10 37.59' RT 27.18 8" CONCRETE FOUNDATION 166 BT120-C-STC 612+92.10 34.59' RT 27.10 8" CONCRETE FOUNDATION 167 BT120-C-STC 612+95.10 34.59' RT 27.14 8" CONCRETE FOUNDATION 168 BT120-C-NTC 510+83.86 56.97' LT 24.84 END SW/MATCH EX/BEGIN WALL 169 BT120-C-NTC 514+07.99 36.85' LT 26.14 CHAIN LINK FENCE POST R-433296 DEVELOPMENT ENGINEERING msippo 11 /25/2025 DESIGNED BY: SCALE: DRAWING No.: L. REDMAN 4���THR�'I�? Q J NTs STRIDE BUS RAPID TRANSIT gT120-CPS104 DRAWN BY: y �� _ �r��9jf cn1 U FILENAME: SOUTH RENTON TRANSIT CENTER L. REDMAN �� z I rqIDE 1cn J S1-BT120-CPS101-108 BT105 FACILITY ID: CHECKED BY: 4 ®,� �� BRT General Engineering Consultant z LL Nsir CONTRACT No.: CIVIL BT120 22025708 ,11 1 06/13/2025 LBR DP LBR ADDENDUM #1 D. POSTEN °�� ��0 STEg�'O ti�� Sov�T�NRTA/CN 0205-24 SHEET No.: REV: 01 12/10/2024 LBR LDG LBR ISSUED FORBID APPROVED BY: SSI0 AL " SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: PAVING PLAN POINT TABLES 096 1 1No. DATE DSN CHK APP REVISION L. REDMAN 06/11/2025 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 H H H T N N co Xrefs: M xBRT-CUD05-TB S 1-BT120-CPP2 I S1-BT120-CPP1 O I 0 w is 0 0 a U 6 N_ m 'o N CO c� 0 z w _ U) X w I (D w Z °6 w m = I �00 � m O a Q M � � Z N Y - O C L U BT120-CPP202 PAVING POINT TABLE POINT NO. ALIGNMENT STATION OFFSET ELEVATION DESCRIPTION 101 NTC 514+07.56 21.30' LT 28.40 PT - SW 102 NTC 514+25.18 15.00' LT 28.06 PT - FL 103 NTC 514+02.03 15.77' RT 28.36 PT - FL 104 STC 614+29.85 15.05' LT 29.34 PT - FL 105 STC 614+06.69 32.88' RT 28.13 PT - T/C 106 STC 617+89.89 21.01' RT 26.98 1/2 - FL 107 STC 617+86.30 26.24' RT 27.32 T/C - END TRANSITION/BEGIN DOWELED CURB 108 STC 617+95.91 19.00' RT 27.48 PT - T/C 109 STC 617+85.97 31.50' RT 26.78 PC - FL/END ROLLED CURB/BEGIN TRANSITION 110 STC 617+19.32 19.00' RT 27.99 PC - FL 111 STC 616+82.79 19.00' RT 28.46 PT - FL 112 STC 616+49.57 42.99' RT 29.01 PC - FL 113 STC 617+46.79 28.33' RT 27.46 1/2 - FL 114 STC 614+04.57 22.44' RT 27.65 1/2 - T/C 115 STC 616+62.30 25.63' RT 28.76 1/2 - FL 116 STC 616+68.64 37.00' LT 29.86 8" CONCRETE FOUNDATION 117 STC 616+87.31 37.00' LT 29.62 8" CONCRETE FOUNDATION 118 STC 616+68.64 32.00' LT 29.91 8" CONCRETE FOUNDATION 119 STC 616+87.31 32.00' LT 29.67 8" CONCRETE FOUNDATION 120 NTC 515+06.76 21.47' LT 29.75 PC -SW 121 NTC 515+17.42 22.04' LT 29.85 PRC-SW 122 NTC 515+26.90 23.05' LT 29.92 1/2-SW 123 NTC 515+37.43 23.62' LT 29.97 PT -SW 124 NTC 515+43.43 23.62' LT 29.97 PC -SW 125 NTC 515+54.90 22.98' LT 29.94 1/2-SW 126 NTC 515+62.53 22.10' LT 29.89 PRC-SW 127 NTC 515+73.88 21.45' LT 29.80 PT -SW 128 NTC 515+12.09 21.61' LT 29.80 1/2-SW 129 NTC 515+68.19 21.62' LT 29.84 1/2-SW DEVELOPMENT ENGINEERING AArO msippoO%ILLl 11 /25/2025 W BT120-CPP203 PAVING POINT TABLE POINT NO. ALIGNMENT STATION OFFSET ELEVATION DESCRIPTION 101 STC 613+57.43 65.16' RT 27.89 PT - T/C 102 STC 613+54.73 167.35' RT 27.40 END TRAFFIC CURB/BEGIN C&G 103 STC 613+65.51 236.84' RT 27.35 1/2 - SW 104 STC 613+72.41 235.68' RT 27.24 1/2 - SW 105 STC 613+61.40 226.23' RT 27.41 END TRAFFIC CURB/BEGIN C&G 106 STC 613+71.85 230.38' RT 27.28 PC - SW 107 STC 613+73.62 240.87' RT 27.21 PT - SW 108 STC 613+64.86 230.68' RT 27.38 PC - SW 109 STC 613+66.92 242.88' RT 27.32 PT - SW 110 STC 612+48.49 80.50' RT 27.15 BEGIN TRAFFIC CURB - T/C 111 STC 612+49.01 60.00' RT 26.88 AP - T/C 112 STC 613+15.69 60.00' RT 27.92 PC - T/C 113 STC 613+39.17 76.41' RT 27.89 PRC - T/C 114 STC 613+36.37 80.50' RT 27.87 PT - T/C 115 STC 613+18.09 80.50' RT 27.82 PC - T/C 116 STC 613+15.09 77.42' RT 27.81 PT - T/C 117 STC 612+38.50 80.43' RT 26.77 BEGIN TRAFFIC CURB - T/C 118 STC 612+39.01 60.00' RT 26.90 AP - T/C 119 STC 611 +70.88 60.00' RT 25.73 PC - T/C 120 STC 611 +45.98 82.53' RT 25.03 PT - T/C 121 STC 611+50.76 85.52' RT 25.46 PRC -T/C 122 STC 611 +65.78 80.50' RT 25.75 PT - T/C 123 STC 611 +69.04 80.50' RT 25.83 PC - T/C 124 STC 611 +72.04 77.58' RT 25.87 PT - T/C 125 STC 611 +63.06 104.50' RT 26.12 PC - T/C 126 STC 611 +83.06 104.50' RT 26.62 PC - T/C 127 STC 611 +91.88 109.77' RT 26.94 PRC - T/C 128 STC 611 +89.15 114.19' RT 26.96 PT - T/C 129 STC 611 +57.34 113.35' RT 26.15 PT - T/C 130 STC 611+55.00 108.57' RT 26.00 PRC - T/C 131 STC 612+37.85 104.50' RT 27.75 AP - T/C 132 STC 612+27.08 104.50' RT 27.59 PC - T/C 133 STC 612+17.73 110.96' RT 27.60 PRC - T/C 134 STC 612+20.46 115.02' RT 27.74 PT - T/C 135 STC 612+37.06 115.46' RT 28.00 AP - T/C 136 STC 612+35.10 189.43' RT 29.69 AP - T/C 137 STC 612+18.60 188.99' RT 29.08 PC - T/C 138 STC 612+15.71 193.03' RT 29.08 PRC - T/C 139 STC 612+26.25 199.52' RT 29.61 PT - T/C 140 STC 612+35.36 198.45' RT 29.92 AP - T/C 141 STC 612+47.85 104.50' RT 27.84 AP - T/C 142 STC 612+58.09 104.50' RT 27.97 PC - T/C 143 STC 612+67.91 112.63' RT 28.26 PRC - T/C 144 STC 612+64.89 116.19' RT 28.30 PT - T/C 145 STC 612+48.05 115.75' RT 28.09 AP - T/C BT120-CPP203 PAVING POINT TABLE POINT NO. ALIGNMENT STATION OFFSET ELEVATION DESCRIPTION 146 STC 612+46.34 180.72' RT 29.50 AP - T/C 147 STC 612+63.33 181.17' RT 29.23 PC - T/C 148 STC 612+66.25 184.25' RT 29.25 PT - T/C 149 STC 612+66.20 186.22' RT 29.29 PC - T/C 150 STC 612+57.36 195.89' RT 29.65 PT - T/C 151 STC 612+45.40 197.28' RT 29.87 AP - T/C 152 STC 613+02.11 104.50' RT 28.12 PC - T/C 153 STC 613+22.11 104.50' RT 28.09 PC - T/C 154 STC 613+32.11 114.76' RT 28.20 PRC - T/C 155 STC 613+29.03 117.89' RT 28.24 PT - T/C 156 STC 612+95.05 116.99' RT 28.27 PT - T/C 157 STC 612+92.13 113.77' RT 28.24 PRC - T/C 158 STC 613+10.55 173.42' RT 28.80 AP - T/C 159 STC 613+27.55 173.87' RT 28.65 PC - T/C 160 STC 613+30.47 176.95' RT 28.64 PT - T/C 161 STC 613+30.42 178.74' RT 28.64 PC - T/C 162 STC 613+21.58 188.41' RT 28.75 PT - T/C 163 STC 613+01.51 190.75' RT 28.93 PC - T/C 164 STC 612+92.34 186.80' RT 29.00 PRC - T/C 165 STC 612+94.83 182.01' RT 28.96 PC - T/C 166 STC 613+10.31 182.42' RT 28.83 AP - T/C 167 STC 613+03.39 214.69' RT 28.95 PT - T/C 168 STC 613+23.56 212.34' RT 28.50 PC - T/C 169 STC 613+34.30 219.40' RT 28.20 PT - T/C 170 STC 613+35.51 223.45' RT 28.14 PC - T/C 171 STC 613+33.50 227.18' RT 28.17 PT - T/C 172 STC 613+17.22 232.06' RT 28.51 AP - T/C 173 STC 613+14.63 223.44' RT 28.63 AP - T/C 174 STC 612+98.45 228.29' RT 28.98 PC - T/C 175 STC 612+94.61 225.76' RT 29.08 PRC - T/C 176 STC 612+46.66 221.30' RT 30.08 AP - T/C 177 STC 612+59.01 219.86' RT 29.86 PC - T/C 178 STC 612+68.14 223.76' RT 29.69 PRC - T/C 179 STC 612+66.61 228.44' RT 29.72 PT - T/C 180 STC 612+50.74 233.20' RT 30.00 AP - T/C 181 STC 612+36.57 222.48' RT 30.14 AP - T/C 182 STC 612+40.21 236.36' RT 30.04 AP - T/C 183 STC 612+23.92 241.24' RT 29.44 PC - T/C 184 STC 612+20.19 239.22' RT 29.34 PT - T/C 185 STC 612+19.31 236.31' RT 29.36 PC - T/C 186 STC 612+27.74 223.50' RT 29.81 PT - T/C 187 STC 611 +83.35 228.68' RT 28.31 PC - T/C 188 STC 611 +94.09 235.74' RT 28.55 PT - T/C 189 STC 611 +94.61 237.49' RT 28.54 PC - T/C 190 STC 611 +92.60 241.23' RT 28.41 PT - T/C R-433297 I DESIGNED BY: SCALE: DRAWING No.: L. REDMAN �1�FTHR�� Q J NTs STRIDE BUS RAPID TRANSIT BT120-CPS105 DRAWN BY: y �� I��q� U FILENAME: SOUTH RENTON TRANSIT CENTER L. REDMAN ,� z w S1-BT120-CPS101-108 BT105 FACILITY ID: I SrqIDE ICHECKED BY: ®� BRT General Engineering Consultant Z CONTRACT No.: BT105 22025708 SOUNDTRANSIT CIVIL RTA/CN 0205-24 SHEET No.: REV: L. GILBERT o��s�IpNAL ������ SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: PAVING PLAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID APPROVED BY: 097 0 No. DATE DSN CHK APP REVISION L. REDMAN 12/10/2024 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 112/10/2024 POINT TABLES H H H T N N co Xrefs: (� xBRT-CUD05-TB S1-BT120-CPP2 S1-BT120-CPP1 O xS1-BT120-CZN0 0 w i l 0 0 0 co p U 0 N_ H m co 0 N M 0 r) O U U Z_ ry 0 U) O U) J Q 06 m Z i O U) cf) m J O - U �< o Z N _ V L O L o (.0 U L4A BT120-CPP203 PAVING POINT TABLE POINT NO. ALIGNMENT STATION OFFSET ELEVATION DESCRIPTION 191 BT120-C-STC 611 +76.32 246.11' RT 27.86 AP - T/C 192 BT120-C-STC 611 +73.73 237.49' RT 27.86 AP - T/C 193 BT120-C-STC 611 +58.42 242.08' RT 27.29 PC - T/C 194 BT120-C-STC 611+54.65 238.45' RT 27.22 PRC - T/C 195 BT120-C-STC 611 +63.18 231.03' RT 27.62 PT - T/C 196 BT120-C-STC 611 +71.12 187.74' RT 27.52 AP - T/C 197 BT120-C-STC 611 +88.12 188.19' RT 28.10 PC - T/C 198 BT120-C-STC 611+91.04 191.27' RT 28.18 PT - T/C 199 BT120-C-STC 611+90.94 194.99' RT 28.23 PC - T/C 200 BT120-C-STC 611 +82.10 204.66' RT 28.15 PT - T/C 201 BT120-C-STC 611 +62.03 207.00' RT 27.48 PC - T/C 202 BT120-C-STC 611+51.40 200.25' RT 26.93 PRC - T/C 203 BT120-C-STC 611 +54.32 196.30' RT 26.94 PT - T/C 204 BT120-C-STC 611 +70.89 196.74' RT 27.54 AP - T/C 205 BT120-C-STC 611 +30.39 63.84' RT 25.18 PC - T/C 206 BT120-C-STC 611 +29.66 91.12' RT 25.03 PC - T/C 207 BT120-C-STC 611 +26.98 94.02' RT 24.80 PT - T/C 208 BT120-C-STC 611+09.59 93.59' RT 25.14 AP - T/C 209 BT120-C-STC 611 +06.92 194.55' RT 25.81 AP - T/C 210 BT120-C-STC 611 +23.18 194.98' RT 25.91 PC - T/C 211 BT120-C-STC 611 +25.88 199.09' RT 25.94 PRC - T/C 212 BT120-C-STC 611+14.89 208.25' RT 26.03 PT - T/C 213 BT120-C-RAINIER 204+39.36 62.86' RT 25.49 AP - T/C/BEGIN HMA PVMT 214 BT120-C-RAINIER 204+06.22 63.14' RT ??? AP - T/C/MATCH EX 215 BT120-C-RAINIER 204+06.13 91.00' RT 26.14 PC - T/C 216 BT120-C-RAINIER 203+92.61 105.44' RT 26.28 PRC - T/C 217 BT120-C-RAINIER 203+88.59 102.62' RT 26.29 PT - T/C 218 BT120-C-RAINIER 203+87.81 85.76' RT 26.37 AP - T/C 219 BT120-C-RAINIER 204+45.97 63.08' RT 25.37 BEGIN CURB/MATCH EX 220 BT120-C-RAINIER 204+45.71 54.92' RT 25.25 AP/MATCH EX 221 BT120-C-RAINIER 204+46.78 55.17' RT 25.24 PC - SW 222 BT120-C-RAINIER 204+70.03 57.86' RT 25.00 PT - SW 223 BT120-C-RAINIER 205+09.96 57.87' RT 24.70 PC - SW 224 BT120-C-RAINIER 203+98.26 62.94' RT 25.78 BEGIN CURB/MATCH EX 225 BT120-C-STC 613+91.79 152.60' RT 28.01 PT - T/C 226 BT120-C-STC 613+87.81 141.39' RT 28.13 PC -T/C 227 BT120-C-STC 613+89.88 107.84' RT 28.04 PT - T/C 228 BT120-C-STC 613+93.08 92.23' RT 28.00 PC - T/C 229 BT 120-C-STC 611 +21.43 205.39' RT 25.49 1/2 - T/C 230 BT120-C-RAINIER 204+02.34 100.32' RT 25.81 1/2 - T/C 231 BT120-C-STC 611+72.49 60.50' RT 25.21 AP - T/C 232 BT120-C-STC 613+15.54 60.50' RT 27.42 AP - T/C 233 BT120-C-RAINIER 205+86.12 49.49' RT 23.59 BEGIN HMA PVMT/BEGIN C&G/MATCH X AI N I E R 204+39.9 79.56' R 25.75 BE W 235 BT120-C-STC 613+88.78 148.76' RT 28.07 1/2 - T/C 1 06/13/2025 LBR DP I LBR ADDENDUM #1 0 12/10/2024 LBR LDG LBR ISSUED FOR BID No. DATE DSN CHK APP REVISION DESIGNED BY: L. REDMAN DRAWN BY: L. REDMAN CHECKED BY: L. GILBERT APPROVED BY: L. REDMAN SUBMITTED BY: 06/11 /2025 R. PARGAS BT120-CPP203 PAVING POINT TABLE POINT NO. ALIGNMENT STATION OFFSET ELEVATION DESCRIPTION 236 BT120-C-STC 613+90.97 99.72' RT 28.02 1/2 - T/C 237 BT120-C-STC 613+12.07 125.32' RT 27.83 BEGIN CURB 238 BT120-C-STC 613+11.96 129.56' RT 27.87 AP CURB 239 BT120-C-STC 613+11.57 125.31' RT 27.83 END CURB 240 BT120-C-STC 613+14.14 127.50' RT 27.85 AP CURB 241 BT120-C-STC 613+11.46 129.55' RT 27.87 AP CURB 242 BT120-C-STC 612+88.00 80.50' RT 27.21 ADA STALL 243 BT120-C-STC 612+88.53 60.54' RT 27.07 ADA STALL 244 BT120-C-STC 611 +98.97 80.50' RT 26.14 ADA STALL 245 BT120-C-STC 611 +99.50 60.54' RT 25.85 ADA STALL 246 BT120-C-STC 612+39.72 107.10' RT 27.33 BOLLARD 247 BT120-C-STC 612+45.94 107.10' RT 27.38 BOLLARD 248 BT120-C-STC 612+36.88 194.45' RT 29.32 BOLLARD 249 BT120-C-STC 612+43.08 194.62' RT 29.32 BOLLARD 250 BT120-C-STC 612+39.64 226.12' RT 29.60 BOLLARD 251 BT120-C-STC 612+45.59 224.34' RT 29.57 BOLLARD 252 BT120-C-STC 612+40.85 62.60' RT 26.44 BOLLARD 253 BT120-C-STC 612+47.06 62.60' RT 26.53 BOLLARD 254 BT120-C-STC 612+40.45 77.90' RT 26.52 BOLLARD 255 BT120-C-STC 612+46.66 77.90' RT 26.61 BOLLARD 256 BT120-C-STC 613+76.20 182.44' RT 27.54 END SW Quj J sr)?IDE �M)l_ cn W J Z) BRT General Engineering Consultant z " SouNDTRANSIT DATE: 12/10/2024 REVIEWED BY: J. ALTCHECH DATE: 12/10/2024 SCALE: NTS FILENAME: S1-BT120-CPS101-108 CONTRACT No.: RTA/CN 0205-24 DATE: 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 CIVIL PAVING PLAN POINT TABLES R-433298 DEVELOPMENT ENGINEERING C, msippo 11 /25/2025 DRAWING No.: BT120-CPS106 FACILITY ID: BT120 SHEET No.: REV: 098 1 co N T N qqt CU H H "k T N co co N O O O N Q J N Xrefs: (� xBRT-CUD05-TB S 1-BT120-CPP2 S1-BT120-CPP1 O xS1-BT120-CZN0 I 0 w 0 0 U) a U 6 N H m U) 0 N coo M NT 0 0 J Z Q 0 W ry w I (D Q W xs o m W 0co f m CJ O G < W o z �vj Y N o o U BT120-CPP204 PAVING POINT TABLE POINT NO. ALIGNMENT STATION OFFSET ELEVATION DESCRIPTION 101 BT120-C-STC 617+68.57 74.32' RT 26.37 1/2 - FL 102 BT120-C-STC 616+40.22 148.72' RT 28.11 1/2 - FL 103 BT120-C-RAILAKDW 716+48.43 45.17' LT 28.00 PC - T/C - BEGIN PAINTED RED CURB 104 BT120-C-RAILAKDW 716+51.17 44.35' LT 28.07 PRC - T/C 105 BT120-C-RAILAKDW 716+98.21 25.62' LT 28.56 PRC - T/C 106 BT120-C-RAILAKDW 717+00.74 23.75' LT 28.58 PT - T/C 107 BT120-C-RAILAKDW 717+03.19 14.45' LT 28.21 END C&G/END HMA PVMT/BEGIN DOWELED CURB/BEGIN CEMENT CONCRETE PVMT 108 BT120-C-RAILAKDW 717+00.87 12.00' LT 28.75 PRC - T/C 109 BT120-C-RAILAKDW 716+77.44 12.00' LT 28.47 PT - T/C 110 BT120-C-RAILAKDW 716+77.43 12.00' RT 28.47 PC - T/C 111 BT120-C-RAILAKDW 716+92.91 12.00' RT 28.67 1/2 - T/C 112 BT120-C-RAILAKDW 717+30.04 18.42' LT 29.50 AP - END GATE/BEGIN FENCE 113 BT120-C-RAILAKDW 717+42.04 17.47' LT 29.55 AP -FENCE 114 BT120-C-RAILAKDW 717+36.53 22.21' LT 29.82 1/2 - TOC 115 BT120-C-RAILAKDW 717+00.76 16.49' LT 28.68 AP - END FENCE/BEGIN GATE 116 BT120-C-RAILAKDW 716+57.19 18.83' LT 28.23 BEGIN FENCE 117 BT120-C-RAILAKDW 716+89.15 12.00' LT 28.44 1/2 - T/C 118 BT120-C-RAILAKDW 716+41.34 127.04' LT - END PAINTED RED CURB 123 BT120-C-RAILAKDW 719+88.63 22.00' LT 27.82 1/2 - T/C 124 BT120-C-RAILAKDW 721 +46.96 29.78' LT 26.55 1/2 - T/C 125 BT120-C-RAILAKDW 719+88.63 12.00' LT 28.02 1/2 - T/C 126 BT120-C-RAILAKDW 719+88.62 17.52' LT 27.91 1/2 - REMOVABLE FENCE 127 BT120-C-RAILAKDW 719+34.03 17.50' LT 28.62 END FENCE/BEGIN REMOVABLE FENCE 129 BT120-C-RAILAKDW 719+88.66 11.98' RT 27.79 1/2 - T/C 130 BT120-C-RAILAKDW 720+16.05 17.50' LT 27.55 PT - REMOVABLE FENCE 131 BT120-C-RAILAKDW 719+61.20 17.50' LT 28.26 PC - REMOVABLE FENCE 136 BT120-C-RAILAKDW 719+61.29 12.00' RT 28.37 PC - T/C 137 BT120-C-RAILAKDW 720+16.05 12.00' RT 27.66 PT - T/C 138 BT120-C-RAILAKDW 721+35.23 12.00' RT 26.03 PC - T/C 139 BT120-C-RAILAKDW 721+47.81 14.09' LT 25.91 PC - T/C 140 BT120-C-RAILAKDW 720+16.05 12.00' LT 27.66 PT - T/C 141 BT120-C-RAILAKDW 719+61.20 12.00' LT 28.37 PC - T/C 142 BT120-C-RAILAKDW 717+30.04 12.00' LT 29.08 PT - T/C 143 BT120-C-RAILAKDW 717+26.95 14.16' LT 28.73 END C&G/END HMA PVMT/BEGIN DOWELED CURB/BEGIN CEMENT CONCRETE PVMT 144 BT120-C-RAILAKDW 717+28.04 20.96' LT 29.59 PC - T/C 145 BT120-C-RAILAKDW 717+30.35 22.94' LT 29.77 PRC - T/C 146 BT120-C-RAILAKDW 717+42.76 21.97' LT 29.86 PT - T/C 147 BT120-C-RAILAKDW 719+61.21 22.00' LT 28.18 PC - T/C 148 BT120-C-RAILAKDW 720+16.05 22.00' LT 27.46 PT - T/C 149 BT120-C-RAILAKDW 721+34.00 22.00' LT 25.78 PC - T/C 150 BT120-C-RAILAKDW 721+52.04 53.44' LT 26.41 PT - END TRANSITION/BEGIN ROLLED CURB 151 BT120-C-RAILAKDW 721+51.97 48.51' LT 26.82 END DOWELED CURB/BEGIN TRANSITION A 10/24/2025 LBR MS JLBR CoR Permit Revisions - CNWD #001 1 06/13/2025 LBR DP LBR ADDENDUM #1 0 12/10/2024 LBR LDG LBR ISSUED FOR BID No. DATE DSN CHK APP I REVISION DESIGNED BY: L. REDMAN DRAWN BY: L. REDMAN CHECKED BY: L. GILBERT APPROVED BY: L. REDMAN SUBMITTED BY: 10/24/2025 R. PARGAS DATE: 12/10/2024 BT120-CPP204 PAVING POINT TABLE POINT NO. ALIGNMENT STATION OFFSET ELEVATION DESCRIPTION 152 BT120-C-RAILAKDW 721+42.96 72.84' LT 26.84 PT - FL 153 BT120-C-RAILAKDW 721+20.00 42.00' LT 26.14 PC - FL 154 BT120-C-RAILAKDW 720+28.52 42.00' LT 27.23 PT - FL 155 BT120-C-RAILAKDW 719+43.99 97.39' LT 28.90 PC - FL 294 BT120-C-RAILAKDW 716+98.85 20.41' RT 28.47 BOLLARD 295 BT120-C-RAILAKDW 717+02.11 19.53' RT 28.44 BOLLARD 296 BT120-C-RAILAKDW 717+05.40 18.78' RT 28.41 BOLLARD 297 BT120-C-RAILAKDW 717+08.74 18.16' RT 28.39 BOLLARD 298 BT120-C-RAILAKDW 717+12.11 17.67' RT 28.46 BOLLARD 299 BT120-C-RAILAKDW 717+12.45 21.65' RT 28.25 BOLLARD 300 BT120-C-RAILAKDW 717+12.77 25.63' RT 28.21 BOLLARD 301 BT120-C-RAILAKDW 717+13.07 29.61' RT 28.17 BOLLARD 302 BT120-C-RAILAKDW 717+13.35 33.59' RT 28.13 BOLLARD BT120-CPP205 PAVING POINT TABLE POINT NO. ALIGNMENT STATION OFFSET ELEVATION DESCRIPTION 101 BT120-C-RAINIER 202+67.76 62.88' RT 27.94 BEGIN TRAFFIC CURB/MATCH EX 102 BT120-C-RAINIER 202+60.80 62.73' RT 27.79 AP/BEGIN HMA PVMT/MATCH EX 103 BT120-C-RAINIER 202+60.29 88.51' RT 28.54 PC - T/C 104 BT120-C-RAINIER 202+69.96 102.30' RT 28.38 PRC - T/C 105 BT120-C-RAINIER 202+74.75 99.85' RT 28.35 PT - T/C 106 BT120-C-RAINIER 202+76.28 83.59' RT 28.20 AP - T/C 107 BT120-C-RAINIER 202+29.88 62.67' RT 28.23 BEGIN TRAFFIC CURB/MATCH EX 108 BT120-C-RAINIER 202+29.14 85.42' RT 28.93 PC - T/C 109 BT120-C-RAINIER 202+12.40 99.83' RT 29.77 PT - T/C 110 BT120-C-RAINIER 202+09.93 99.54' RT 29.87 AP - T/C 111 BT120-C-RAINIER 202+19.05 62.69' RT 28.73 PC/BEGIN SW/MATCH EX 112 BT120-C-RAINIER 202+13.10 68.00' RT 29.03 PT - SW 113 BT120-C-RAINIER 202+06.41 69.24' RT 29.40 PT - SW 114 BT120-C-RAINIER 202+00.52 62.55' RT 28.98 PC/BEGIN SW/MATCH EX 115 BT120-C-GRADY 151+88.58 221.26' LT 28.76 PC - T/C 116 BT120-C-GRADY 151+84.64 217.69' LT 28.80 PRC - T/C 117 BT120-C-GRADY 151+90.84 210.83' LT 28.95 PT - T/C 118 BT120-C-GRADY 152+09.60 203.89' LT 29.16 PC - T/C 119 BT120-C-GRADY 152+18.82 205.08' LT 29.19 PRC - T/C 120 BT120-C-GRADY 152+18.13 210.35' LT 29.09 PT - T/C 121 BT120-C-GRADY 152+63.39 193.64' LT 29.61 AP - T/C 122 BT120-C-GRADY 152+48.58 199.1 V LT 29.44 PC - T/C 123 BT120-C-GRADY 152+44.63 195.57' LT 29.47 PRC - T/C 124 BT120-C-GRADY 152+50.86 188.61' LT 29.61 PT - T/C 125 BT120-C-GRADY 152+60.71 184.96' LT 29.56 AP - T/C 126 BT120-C-GRADY 152+73.71 189.83' LT 29.55 AP - T/C 127 BT120-C-GRADY 152+88.54 184.36' LT 29.31 PC - T/C mm QLU J U co 4,frRIDE U) W J BRT General Engineering Consultant z-L " SOUNDTRANSIT REVIEWED BY: J. ALTCHECH DATE: 12/10/2024 SCALE: NTS FILENAME: S1-BT120-CPS101-108 CONTRACT No.: RTA/CN 0205-24 DATE: 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 CIVIL PAVING PLAN POINT TABLES R-433299 DEVELOPMENT ENGINEERING Aoftk o - msippo 11 /25/2025 DRAWING No.: BT120-CPS107 FACILITY ID: BT120 SHEET No.: REV: 099 A C'7 N N O O N U H H H N d C'7 C'7 N O O O I 4 N Q J N co Xrefs: M xBRT-CUD05-TB S1-BT120-CPP2 S1-BT120-CPP1 O W is 0 0 CO d U 6 N_ m CO O N CO c'7 0 Z W _ CO X u1 I U W Z °6 W m = I CO 00 � 00 O — U 7 Q a � O Z Y ry _ O t 3: L a U N C'7 Xrefs: M xBRT-CUD05-T xS1-BT120-CAV GB-SEAL-LBR2 O 0 w 0 0 Q U 0 N_ H m O N M It O 0 N 2 W z z y U) X W I � O W W z z 06 Y m 1 00 — O U a_ M z N Y O Ln N o a o U 50 45 35 30 25 20 CD z � �_ X + C:) 00 o O N C) O0 N a- W > J -1.49% 151 509+50 510+71.49 ROW LINE 1 PVI 510+04.91 EL = 25.11 = BT120-C-RAINIER STA 207+16.93 PVI 510+56.85 EL = 23.59 cy) PGL PVI 510+58.35 co EL = 23.57 o co E G a w PVI 510+59.85 EL = 23.59 2.93% VALLEY GUTTER 1.30% 111 co 6 00 M M 00 ti LO N > J a w 1.35% ---- ------------- — ---- � � � M 00 N LO 1l- N � i-- M � O� � — tiCO CM)O� f— M OCO d� ` O O N M IMCO (OO� ON M MCO O c0 I` L6 L6 6 4 M 4 M i 14 � 4 .6 4 L{i L6 6 "� CO c0 Q6 c0 Q6 c0 I� - 1` f� 00 c0 00 ^ 00 N N N N N N N N N N N N N N N N N N (N N N N N N N N N N 510+00 510+50 511+00 511+50 512+00 512+50 513+00 513+50 514+00 514+50 LVC 100.00' N ti LO M ti PGL O� LO rn N O "tN 0-w �°' EG > aw J > IZw J -1.30% ---_ � co Iti O ti 00 c0 co 00 c0 co O co u') 7d (0N � c0 CD co co U-) N 00 U-)coN O O O O co O Co O 00 00 Il- 00 ti 1- 'ti N N N N N N N N N N N N N N N N 518+12.26 PROPERTY LINE _ _ 1 PVI 518+65A 7 EL = 26.14 MATCH EXISTING PVII 518+50.32 EL= 25.93 =BT120-C-LAKE STA 403+89.02 ------------ O O 00 � CDN m 11 (6 11 (6 c0 (6 LO N N N N N N N 50 45 40 35 30 25 20 Z 0 2 r_ Z m m m ou m r O ►ni� 515+00 515+50 516+00 516+50 517+00 517+50 518+00 518+50 518+80 BT120-C-NTC 20 10 0 20 40 5 2.5 0 5 10 SCALE: H: 1 "=20', V: 1 "=5' SCALE IN FEET SCALE IN FEET DEVELOPMENT ENGINEERING HORIZONTAL SCALE: VERTICAL SCALED t� msippo 11 /25/2025 R-4332101 DESIGNED BY: SCALE: STRIDE BUS RAPID TRANSIT DRAWING No.: L. REDMAN 4,��WAS � � w H: 1 "=20', V: 1 "=5' BT120-CAV101 DRAWN BY: �� w°� �61 Q FILENAME: SOUTH RENTON TRANSIT CENTER U cn S1-BT120-CAV101-104 BT105 FACILITY ID: Y. SHEN _ w J CHECKED BY: r BRTGeneralEngineeringConsultant " souNDTRANSIT CONTRACT No. : CIVIL BT120 1 06/13/2025 LBR DP LBR ADDENDUM #1 0� 22o25�os� ww RTA/CN 0205-24 SHEET No.: REV: L. GILBERT �s�cISTO- �ti� VERTICAL ALIGNMENT 0 12/10/2024 LBR LDG LBR ISSUED FORBID APPROVED BY: S10NAL �� SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: 101 1 No. DATE DSN CHK APP REVISION L. REDMAN 06/11/2025 R. PARGAS 112/10/2024 J. ALTCHECH 112/10/2024 12/10/2024 N TRANSIT CENTER co N T N O O N CU LO O O O O T It 0— co m N O O O N Q D J N C'7 Xrefs: M xBRT-CUD05-T xS1-BT120-CAV GB-SEAL-LBR2 O 0 w 0 0 0 _o Q U 0 N_ H m O N O M It 0 0 N 2 w z z y U) X w I � O w w z z xs Y m 1 00 — O U a_ M z N Y O Ln N o a o U 50 45 m 35 30 25 20 15 609+50 N co O� N cff; PVI 610+02.99 EL = 25.10 = BT120-C-RAINIER STA 206+67.81 C� PVI 610+53.09 z EL = 23.54 ti co co c/) x 00 00 w00 ti a' o.= M PVI 610+54.59 CO `V coo N EL=23.52 0- w � wcli PGL co > PVI 610+56.09 EG w EL=23.54 — L— 10 _ ___----- — — 1.30% -3.12% VALLEY GUTTER o-) 0') 00 O N 0') N N Co M f� lqT ti 0') N I- 19T M I` C O It It � V) P- CD O M N f- N It ti 0) 0') O M Co O M M Co 0� L6 N L6 N - L6 M 4 M N N N N N N L6 4 9 6 6 N N �I N N N 6 N (6 N N Co I� N N (0 I� N N I` - I` I` 00 Co 00 Co 00 Co 00 - N N N N N N N N N N 610+00 LVC 100.00' 610+50 611+00 ri ti + M CD M U') N a � PGL � O � � J > EG a w a I -1.30% ----------------------------------- 611+50 612+00 612+50 613+00 618+42.42 PROPERTY LINE _ 1 PVI 618+95.19 EL = 25.85 00 MATCH EXISTING cli O O + - N J PV1618+80.42 a w EL= 25.69 =B 120-C-LAKE STA 403+23.01 � I ti I� Ln 0) ti N O ti 00 Co 00 rn 67 Co co I` LO 0o N O CO N O CO :1- 1 N C0 6 C0 0i (0 O 00 00 00 fl- I- ti ti ti N N N "' N N N N N N N N N N "' N I` N 000 N N N N 613+50 50 45 35 30 25 20 614+00 614+50 D 0 r Z m m m 00 m r O 615+00 615+00 615+50 616+00 616+50 617+00 617+50 618+00 618+50 619+00 619+25 BT120-C-STC 20 10 0 20 40 5 2.5 0 5 10 SCALE: H: 1 "=20', V: 1 "=5' SCALE IN FEET SCALE IN FEET rELOPMENT ENGINEERING o HORIZONTAL SCALE: VERTICAL SCALE: msippo 11 /25/2025 R-4332102 DESIGNED BY: SCALE: STRIDE BUS RAPID TRANSIT DRAWING No.: L. REDMAN 4,��H ��� � wm; H: 1 "=20', V: 1 "=5' BT120-CAV102 DRAWN BY: �� w°k `61 Q FILENAME: SOUTH RENTON TRANSIT CENTER U S1-BT120-CAV101-104 BT105 FACILITY ID: cn Y. SHEN _ w J rw I CHECKED BY: r BRTGeneralEngineeringConsultont " SOUNDTRANSIT CONTRACT No.: CIVIL BT120 LNo 06/13/2025 LBR DP LBR ADDENDUM #1 0� 22o25O- ww RTA/CN 0205-24 SHEET No.: REV: L. GILBERT �s�cISTERti �ti� VERTICAL ALIGNMENT 12/10/2024 LBR LDG LBR ISSUED FOR BID APPROVED BY: s1ONAL �� SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: 102 1 DATEDSN CHK APP REVISION L. REDMAN 06/11/2025 R. PARGAS 112/10/2024 J. ALTCHECH 112/10/2024 12/10/2024 S TRANSIT CENTER co N T N O O N U m O O O T co co N O O O N Q J N C'7 Xrefs: M xBRT-CUD05-T xS1-BT120-CAV GB-SEAL-LBR2 O I 0 w 0 0 Q U 0 N_ H m 0 N O co It 0 n N W z z y U) X W I � U W W z z 06 Y m 1 m — O U aQ M z N Y O Ln N o a o U 50 45 40 35 30 25 20 15 LVC 250.00' 00 C) LO _ I,- co U-) rn a w PGL 6 Cfl Coo 00 PVI 716+00.00 `Y' EG co ti EL= 27.20 c6 U N C6 N > J > J 1.30% ------------------�� - - - - - - - - - - - - -�\ -------------- __________-- ---- - - - - - - - - - - - ----------- -------- M f� LO LO 00 O N 00 LC') f` 00 0') cM C9 I- 0') Ln Lf) 00 N 1- CO M O 00 cc LO � N co 0') 00 CO M 00 .0 CO N 0') Cfl M cc O co r.: n rr 06 06 106 C6 6 ir) 6 L6 6 r- a O 00 C6 00 r^ 00 C0 P-.: .n P-.: rr Cfl rn (fl CD K-' Ln N N N N N N N N N N N N N N N N N N N N N N N N N 716+00 W O m Q W W U) W Z J LV r a 716+50 LVC 50.00' Ln 00 + co LO LO + � N LO N O+ N 0)~ LO N > J N LO 6 IL w ti 6 (� N N a —L — w — > J ft- w 1.30% EG 7 PGL PVI 722+12.25 E L = 25.68 =BT120-C-LAKE STA 401+91.32 MATCH EXISTING (0 co C ) LNr� In N f` L6 L6 N N N 721+50 50 45 35 30 25 20 722+00 722+25 717+00 717+50 718+00 718+50 719+00 719+50 720+00 720+50 721+00 0 2 r m m m ou m r O 721+50 BT120-C-RAILAKDW 20 10 0 20 40 5 2.5 0 5 10 SCALE: H: 1 "=20', V: 1 "=5' SCALE IN FEET SCALE IN FEET DEVELOPMENT ENGINEERING ` HORIZONTAL SCALE: VERTICAL SCALE: ff msippo 11 /25/2025%�01 R-4332103 DESIGNED BY: SCALE: STRIDE BUS RAPID TRANSIT DRAWING No.: L. REDMAN 4,��H ��� w H: 1 "=20', V: 1 "=5' BT120-CAV103 DRAWN BY: �� w `61RIDE cn Q FILENAME: SOUTH RENTON TRANSIT CENTER Cn Y. SHEN w '"` S1-BT120-CAV101-104 BT105 FACILITY ID: _ J CHECKED BY: r BRT General Engineering Consultant " souNDTRANSIT CONTRACT No.: CIVIL BT120 1 06/13/2025 LBR DP LBR ADDENDUM #1 0� 22o25�os� ww RTA/CN 0205-24 SHEET No.: REV: L. GILBERT �s�GISTO- �ti� VERTICAL ALIGNMENT 0 12/10/2024 LBR LDG LBR ISSUED FOR BID APPROVED BY: s10NAL �� SUBMITTED BY: DATE: JE:ALTCHECH EWED BY: DATE: DATE: 103 1 No. DATE DSN CHK APP REVISION L. REDMAN 06/11/2025 R. PARGAS 112/10/2024 12/10/2024 12/10/2024 1 RAINIER AND LAKE DRIVEWAY co N T N O O N CU LO O O O O O I T It 0- co m N O O O I N Q J N C'7 Xrefs: M xBRT-CUD05-T xS1-BT120-CAV GB-SEAL-LBR2 O I 0 w c� 0 0 0 Q U 0 N_ H m O N O co It O N W z z y U) X W I � O W W z z xs Y m 1 00 — O � U a_ Q M z N Y O Ln N O a o U 50 45 PVI 400+00.05 EL = 26.79 =BT120-C-GRADY STA 158+70.91 40 PVI 401 +91.32 EL = 25.68 =BT120-C-RAILAKDW STA 722+12.21 PVI 403+23.01 EL = 25.69 =BT120-C-S TC STA 618+80.42 0 o NI I 35c6 co ti ti ti ti � O LO� ++ co+ + CO ' + CO co m O O N LO O N N N `Y'N N PGL � II >J 30 n J w w EG Ld 25 PVI 403+89.02 EL = 25.93 =BT120-C-N TC STA 518+50.31 20 O LO m I` N O N O O O N N ti 00 M O 00 (0 M It Ict N N I- m Nt O LO Cfl CO I` CO 9 CO U,) I- Co M LO I;t (fl O ti O ti 00 m ' r) L6 CO (6 C6 L6 In 6 6 ' ^ L6 L6 L6 ^ L6 L6 L6 In ' ^ L6 6 6 ' 7 L6 In 6 r In ' ^ L6 In 1 5 N N N N N N N N N N N N N N N N N N N N N N N N 399+25 399+50 400+00 400+50 401+00 401+50 402+00 402+50 403+00 403+50 404+00 50 45 O 35 30 25 20 1 PGL EG O CO N 2 r_ Z m m C� G 404+50 404+50 405+00 405+50 406+00 406+50 407+00 407+50 408+00 408+50 BT120-C-LAKE 20 10 0 20 40 5 2.5 0 5 10 SCALE: H: 1 "=20', V: 1 "=5' SCALE IN FEET SCALE IN FEET DEVELOPMENT ENGINEERING HORIZONTAL SCALE: VERTICAL SCALE: msippo 11 /25/2025 R-4332104 DESIGNED BY: SCALE: STRIDE BUS RAPID TRANSIT DRAWING No.: L. REDMAN 4,��H ��� wm; H: 1 "=20', V: 1 "=5' BT120-CAV104 DRAWN BY: �� w 61 Q FILENAME: SOUTH RENTON TRANSIT CENTER U cn 4sS1-BT120-CAV101-104 BT105 FACILITY ID: Y. SHEN _r.RIDEw J CHECKED BY: r rw B LL $pUNDTRANSIT CONTRACTNo.: CIVIL BT120 LNo 06/13/2025 LBR DP LBR ADDENDUM #1 0� 22o25fos� ww RTA/CN 0205-24 SHEET No.: REV: L. GILBERT �s�cISTERti �ti� VERTICAL ALIGNMENT 12/10/2024 LBR LDG LBR ISSUED FORBID APPROVED BY: s1ONAL �� SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: 104 1 DATEDSN CHK APP REVISION L. REDMAN 06/11/2025 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 LAKE AVE S C'7 N T N O O N CU H H H N d C'7 C'7 N O O O I 4 N Q D J Xrefs: xS1-BT120-CF xS1-BT120-C2 xS1-BT120-Cl xS1-BT120-CF xBRT-CUD05- xS1-BT120-U xS1-BT120-Cl 0 0 0 0� I 0 N H m 0 N_ M 0 0 J Z Q 0 w w (D Lu 06 om w Ir co J co 0 M Z Y O Lo N a 0 U No p- 29 0 mien R=62.00' 32 l 18 12/10/2024 LBR LDG LBR ISSUED FOR BID DATE DSN CHK APP REVISION (V 25 DESIGNED BY: L. REDMAN DRAWN BY: Y. SHEN CHECKED BY: L. GILBERT APPROVED BY: L. REDMAN I • IR CURB RAMP DETAIL 1 SCALE: 1" = 5' BT120-CPP102 N--� SUBMITTED BY: 12/10/2024 R. PARGAS GENERAL NOTES: SEE SHEETS BT120-CRY101-CRY106 FOR CIVIL TYPICAL SECTIONS. SEE SHEETS BT120-CPP101-CPP106 AND BT120-CPP201-CPP205 FOR CIVIL PAVING PLANS. SEE SHEETS BT1 20-CPS1 01 -CPS1 08 FOR ADDITIONAL POINT TABLES. CO Q Q /CL BT120-C-RAINIER s rRIDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 1 J. ALTCHECH KEY NOTES: OINSTALL YELLOW DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10 OINSTALL PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15 LEGEND*: DETECTABLE WARNING SURFACE CDCURB RAMP POINT * SEE SHEETS BT120-GZN006-GZN007 FOR GENERAL SYMBOLS AND LEGEND CURB RAMP POINT TABLE POINT NO. ALIGNMENT STATION OFFSET ELEVATION DESCRIPTION 1 RAINIER 206+21.39 50.25' LT 26.42 FL 2 RAINIER 206+32.63 58.58' LT 26.76 RAMP 3 RAINIER 206+32.83 50.59' LT 26.79 RAMP 4 RAINIER 206+37.56 50.72' LT 26.76 RAMP 5 RAINIER 206+33.02 42.09' LT 26.32 FL 6 RAINIER 206+25.55 41.87' LT 26.39 PC - FL 7 RAINIER 206+23.42 42.33' LT 26.41 1 /4 - FL 8 RAINIER 206+21.71 43.73' LT 26.43 1 /2 - FL 9 RAINIER 206+20.78 45.79' LT 26.44 3/4 HIGH PT - FL 10 RAINIER 206+20.81 48.06' LT 26.43 PRC - FL 11 RAINIER 206+23.68 56.23' LT 26.35 1 /4 - FL 12 RAINIER 206+28.00 63.27' LT 26.27 1 /2 - FL 13 RAINIER 206+34.03 69.53' LT 26.23 3/4 - FL 14 RAINIER 206+40.95 74.02' LT 26.16 PT - FL 15 RAINIER 206+37.76 42.22' LT 26.28 FL 16 RAINIER 206+24.78 58.36' LT 26.32 FL 17 RAINIER 205+98.87 56.47' LT 26.29 FL 18 RAINIER 205+86.22 56.31' LT 26.82 RAMP 19 RAINIER 205+81.51 56.30' LT 26.89 RAMP 20 RAINIER 205+81.51 50.30' LT 26.95 RAMP 21 RAINIER 205+86.24 50.3 1' LT 26.87 RAMP 22 RAINIER 205+94.48 50.40' LT 26.46 FL 23 RAINIER 206+01.52 62.33' LT 26.15 FL 24 RAINIER 205+89.74 46.11' LT 26.45 FL 25 RAINIER 205+72.44 39.98' LT 26.50 PC - FL 26 RAINIER 205+81.57 41.75' LT 26.49 1 /4 - FL 27 RAINIER 205+89.82 46.16' LT 26.45 1 /2 - FL 28 RAINIER 205+96.11 52.35' LT 26.39 3/4 - FL 29 RAINIER 206+31.90 95.89' LT 25.23 PT - FL 30 RAINIER 206+22.15 89.80' LT 25.34 3/4 - FL 31 RAINIER 206+13.55 81.80' LT 25.53 1/2 - FL 32 RAINIER 206+06.40 72.14' LT 26.00 1 /4 - FL 33 RAINIER 206+01.09 61.23' LT 26.17 PRC - FL 34 RAINIER 206+37.38 58.72' LT 26.73 RAMP 35 RAINIER 206+42.54 42.35' LT 26.24 FL 36 RAINIER 206+26.81 41.91' LT 26.38 FL SCALE: 1 "=5' ui Q J FILENAME: - Q U U) U) J W S1-BT120-CRD101-110 J z LL Sou" CONTRACT No.: ,11 DRAANSIT RTA/CN 0205-24 DATE: DATE: 12/10/2024 12/10/2024 5 2.5 0 5 10 SCALE IN FEET DEVELOPMENT ENGINEERING � " R-43321051 msippo 11 /25/2025 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER BT120-CRD101 BT105 FACILITY ID: CIVIL BT120 SHEET No.: REV: CURB RAMP PLAN AND DETAILS 105 0 M N T N 0 N CU co O 0 N Q J N co Xrefs: m xS1-BT120-CPPO xS1-BT120-CZNO xS1-BT120-CAPO O xS1-BT120-CRD xBRT-CUD05-TB xS1-BT120-CMP(0 xS 1-BT120-CDP GB-SEAL-LBR22 W U) Z) O U) J Ili.. LO N O co O r) O O ry U 6 N H m U) O N O M O O U U Z_ ry 2 Q U) Z) O U) J m U) m O U Q CD Z Y O n U N co Xrefs: co xS1-BT120-CPPO xS1-BT120-CZNO xS1-BT120-CAPO O xS1-BT120-CRD xBRT-CUD05-TB xS1-BT120-CMP 0 xS 1-BT120-CDP GB-SEAL-LBR22 W S O O ry U 0 N H m U) O N O M ICT r) J Z Q 73 r) LU X w I CD Z �_ � otS m W � co J co O — U a 0 O M z Y _ ry C O N � a U N co Xrefs: M xS1-BT120-CPPO xS1-BT120-CZNO xS1-BT120-CAPO O xS1-BT120-CRD xBRT-CUD05-TB xS1-BT120-CMP 0 xS 1-BT120-CDP GB-SEAL-LBR22 W S O O ry U 0 N H m U) O N O M ICT r) J Z Q 73 r) LU X w I CD Z �_ � otS m W � co J co O — U a 0 O M z Y _ ry C O N � a U N co Xrefs: m xS1-BT120-CPPO xS1-BT120-CZNO xS1-BT120-CAPO O xS1-BT120-CRD xBRT-CUD05-TB xS1-BT120-CMP 0 xS 1-BT120-CDP GB-SEAL-LBR22 W IM O _O ry U 0 N H m O N O M O J Z a w ry X w I C� Z a m r I w U) � co O — U a O z ch — cri Y _ ry L O N O a o U N co Xrefs: M xS1-BT120-CPPO xS1-BT120-CZNO xS1-BT120-CAPO O xS1-BT120-CRD xBRT-CUD05-TB xS1-BT120-CMP 0 xS 1-BT120-CDP GB-SEAL-LBR22 W S O O ry U 0 N H m U) O N O M ICT r) J Z Q 73 r) LU X w I CD Z �_ � otS m W � co J co O — U a 0 O M z Y _ ry C O N � a U N co Xrefs: M xS1-BT120-CPPO xS1-BT120-CZNO xS1-BT120-CAPO O xS1-BT120-CRD xBRT-CUD05-TB xS1-BT120-CMP 0 xS 1-BT120-CDP GB-SEAL-LBR22 W S O O ry U 0 N H m U) O N O M ICT r) J Z Q 73 r) W X w I CD Z �_ � otS m W � co J co O — U a 0 O M z Y _ ry C O N � a U N co Xrefs: M xS1-BT120-CPPO xS1-BT120-CZNO xS1-BT120-CAPO O xS1-BT120-CRD xBRT-CUD05-TB xS1-BT120-CMP 0 xS 1-BT120-CDP GB-SEAL-LBR22 W S O O ry U 0 N H m U) O N O M ICT r) J Z Q 73 r) LU X w I CD Z �_ � otS m W � co J co O — U a 0 O M z Y _ ry C O N � a U N co Xrefs: M xS1-BT120-CPPO xS1-BT120-CZNO xS1-BT120-CAPO O xS1-BT120-CRD xBRT-CUD05-TB xS1-BT120-CMP 0 xS 1-BT120-CDP GB-SEAL-LBR22 W S O O ry U 0 N H m U) O N O M ICT r) J Z Q 73 r) LU X w I CD Z �_ � otS m W � co J co O — U a Z M — Y _ ry C O N � a U N C'7 Xrefs: (� xS1-BT120-CPPO xS1-BT120-CZNO xS1-BT120-CAPO O xS1-BT120-CRD xBRT-CUD05-TB xS1-BT120-CMP 0 xS1-BT120-CDP GB-SEAL-LBR22 w O O ry U 0 N m U) O N CO co Nt O J Z Q 73 W ry X w I 0 Z W Q � 00 � I W U) � 00 J O — U 7 a rn Z c� — Y _ ry O N L U N co Xrefs: M xS1-BT120-CZNO xS1-BT120-CMP xBRT-CUD05-TB O xS1-BT120-VSF1 xS1-BT120-CRD GB-SEAL-LBR22 0 xS 1-BT120-CAPO xS1-BT120-CPPO W xS1-BT120-CPPOI S ry U 0 N H m co O N co co ICT J Z Q 73 r) LU X w I CD Z �_ � otS � m W � co J co O — U a Z M — Y _ ry C O N � a U N co Xrefs: M xS1-BT120-CZNO xS1-BT120-CMP xBRT-CUD05-TB O xS1-BT120-VSF1 xS1-BT120-CRD GB-SEAL-LBR22 0 xS 1-BT120-CAPO xS1-BT120-CPPO W xS1-BT120-CPPOI S ry U 0 N H m co O N co co ICT J Z Q 73 r) LU X w I CD Z �_ � otS � m W � co J co O — U a Z M — Y _ ry C O N � a U N co Xrefs: m xS1-BT120-CZNO xS1-BT120-CMP xBRT-CUD05-TB O xS1-BT120-VSF1 xS1-BT120-CRD GB-SEAL-LBR22 0 xS 1-BT120-CAPO xS1-BT120-CPPO W xS1-BT120-CPPOI V D7 ry U 0 N H m co CD N M CD J Z a w ry X w I C� Z a � m o , w CO � co O — U a C� Z ti Y _ ry C O N 0 U N co Xrefs: M xS1-BT120-CZNO xS1-BT120-CMP xBRT-CUD05-TB O xS1-BT120-VSF1 xS1-BT120-CRD GB-SEAL-LBR22 0 xS 1-BT120-CAPO xS1-BT120-CPPO W xS1-BT120-CPPOI S ry U 0 N H m co O N co co ICT J Z Q 73 r) LU X w I CD Z �_ � otS � m W � co J co O — U a Z M — Y _ ry C O N � a U N co Xrefs: co xS1-BT120-CZNO xS1-BT120-CMP xBRT-CUD05-TB O xS1-BT120-VSF1 xS1-BT120-CRD GB-SEAL-LBR22 Q xS1-BT120-CAPO xS1-BT120-CPPO w xS1-BT120-CPPOI rn 0 ry U 6 N m U) O N_ CO M Nt 0 J Z Q 73 w ry X w I 0 Z W Q � m � I w U) Q� m J O — U 73 O Zry co Y N L a U 10 1 12/10/2024 1 LBR I LDG I LBR I ISSUED FOR BID INo. I DATE I DSN I CHK I APP I REVISION DESIGNED BY: L. REDMAN DRAWN BY: Y. SHEN CHECKED BY: L. GILBERT APPROVED BY: L. REDMAN CURB RAMP DETAIL SCALE: 1" = 5' BT120-CPP106 N--./ SUBMITTED BY: 12/10/2024 1 R. PARGAS BT120-C-LAKE Q J F)l �_ 4. 5r)?IDE J BRT General Engineering Consultant z -i DATE: REVIEWED BY: 12/10/2024 1 J. ALTCHECH GENERAL NOTES: 1. SEE SHEETS BT120-CRY101-106 FOR TYPICAL SECTIONS. 2. SEE SHEETS BT120-CPP101-106 AND BT120-CPP201-205 FOR PAVING PLANS. 3. SEE SHEETS BT120-CPS101-108 FOR ADDITIONAL POINT TABLES. KEY NOTES: OINSTALL YELLOW DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10 OINSTALL PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15 7 SEE PAVING DETAILS ON SHEET BT120-CRD124 FOR CURB RAMP POUR DETAILS 12 INSTALL CEMENT CONC PEDESTRIAN CURB PER WSDOT STD PLAN F-10.12 LEGEND*: DETECTABLE WARNING SURFACE GDCURB RAMP POINT SEE SHEET BT120-GZN006-GZN007 FOR GENERAL SYMBOLS AND LEGEND CURB RAMP POINT TABLE POINT NO. ALIGNMENT STATION OFFSET ELEVATION DESCRIPTION 1 LAKE 403+02.84 32.00' LT 25.91 FL 2 LAKE 402+94.31 40.00' LT 26.28 RAMP 3 LAKE 402+94.31 32.00' LT 26.17 RAMP 4 LAKE 402+89.31 40.00' LT 26.36 RAMP 5 LAKE 402+89.31 32.00' LT 26.25 RAMP 6 LAKE 403+04.50 40.72' LT 26.11 PC 7 LAKE 403+02.39 30.86' LT 26.33 1/4 - FL 8 LAKE 402+96.73 22.52' LT 26.15 1/2 - FL 9 LAKE 402+88.33 16.95' LT 25.87 3/4 - FL 10 LAKE 402+78.45 15.00' LT 25.70 PT - FL/END DOWELED CURB/BEGIN C&G 11 LAKE 403+04.43 40.00' LT 26.03 FL MrV-w" SoUNDTRANSIT DATE: 12/10/2024 SCALE: 1 "=5' FILENAME: S1-BT120-CRD111-119 CONTRACT No.: RTA/CN 0205-24 DATE: 12/10/2024 5 2.5 0 5 10 SCALE IN FEET FDEVELOPMENT ENGINEERING o 11 /25/2025 R-4332119 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 CIVIL CURB RAMP PLAN AND DETAILS BT120-CRD115 FACILITY ID: BT120 SHEET No.: REV: 119 0 co N T N O N U LO d7 O O O T N co C'7 N O O O N Q N co Xrefs: m xS1-BT120-CZNO xS1-BT120-CMP xBRT-CUD05-TB O xS1-BT120-VSF1 xS1-BT120-CRD GB-SEAL-LBR22 0 xS 1-BT120-CAPO xS1-BT120-CPPO W xS1-BT120-CPPOI V D7 ry U 0 N H m co CD N M CD J Z a w ry X w I C� Z a � m o , w CO � co O — U a N z Y _ ry C O N LO U N co Xrefs: (� xS1-BT120-CZN0 xS1-BT120-CMP xBRT-CUD05-TB O xS1-BT120-VSF1 xS1-BT120-CRD GB-SEAL-LBR22 Q xS 1-BT120-CAPO xS1-BT120-CPP0 W xS1-BT120-CPP0I rn 0 U 0 N H m co O N75 M 0 N W z z_ Y U) X w i (D 0� w W z z m Y UI � 00 O a 0 Y L O 04 o a (.0 U CURB RAMP DETAIL 1 SCALE: 1" = 5' BT120-CPP105 N%.� GENERAL NOTES: 1. SEE SHEETS BT120-CRY101-106 FOR TYPICAL SECTIONS. 2. SEE SHEETS BT120-CPP101-106 AND BT120-CPP201-205 FOR PAVING PLANS. KEY NOTES: OINSTALL YELLOW DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10 OINSTALL PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15. CURB RAMP SHALL BE CLASS 4000 CONC. 16 INSTALL CEMENT CONC PEDESTRIAN CURB PER CITY OF RENTON STD DETAIL 101 1 LEGEND*: DETECTABLE WARNING SURFACE CK) CURB RAMP POINT * SEE SHEET BT120-GZN006-GZN007 FOR GENERAL SYMBOLS AND LEGEND CURB RAMP POINT TABLE POINT NO. ALIGNMENT STATION OFFSET ELEVATION DESCRIPTION 1 BT120-C-LAKE 400+54.54 18.50' LT 25.55 BOC 2 BT120-C-LAKE 400+38.45 20.07' LT 25.32 BOC 3 BT120-C-LAKE 400+47.47 18.50' LT 25.22 BOC 4 BT120-C-LAKE 400+37.07 29.93' LT 26.04 RAMP 5 BT120-C-LAKE 400+44.74 31.90' LT 25.98 RAMP 6 BT120-C-LAKE 400+36.57 33.88' LT 26.10 SW 7 BT120-C-LAKE 400+44.04 35.80' LT 26.04 SW 8 BT120-C-LAKE 400+46.43 18.50' LT 25.23 PRC - BOC 9 BT120-C-LAKE 400+37.43 20.52' LT 25.84 1/4 - BOC 10 BT120-C-LAKE 400+28.42 26.01' LT 25.99 1 /2 - BOC 11 BT120-C-LAKE 400+21.22 33.90' LT 26.25 3/4 - BOC 12 BT120-C-LAKE 400+1 0 -43.59LLT 26.51 PT - BOC 13 BT120-C-LAKE 400+47.96 27.08' LT 1 25.83 SW 14 BT120-C-LAKE 400 9 18. LT 25.63 3/4 - BOC 15 BT120-C-LAKE 400+77.36 18.50' LT 25.73 1 /2 - BOC 17 BT120-C-LAKE 400+36.56 33.97' LT 26.11 SW 5 2.5 0 5 10 SCALE IN FEET EDEVELO:PPIMENT ENGINEERING � o 11 /25/2025 ' + R-4332121 DESIGNED BY: SCALE: DRAWING No.: L. REDMAN 14,oTH sy�d Q J 1"=5' STRIDE BUS RAPID TRANSIT DRAWN BY: o��w ��� FILENAME: SOUTH RENTON TRANSIT CENTER BT120-CRD117 Y. SHEN ' SrRIDE I w S1-BT120-CRD111-119 BT105 FACILITY ID: CHECKED BY: BRT General Engineering Consultant u- SovN�T�Ns�r CONTRACT No.: CIVIL BT120 1 06/13/2025 LBR DP LBR ADDENDUM #1 L. GILBERT �0 �,22025708� �ww s RTA/CN 0205-24 SHEET No.: REV: GISTE0 12/10/2024 LBR LDG LBR ISSUED FOR BID APPROVED BY: ssIONAL ���� SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: CURB RAMP PLAN AND DETAILS ---- 121 1 No. DATE DSN CHK APP REVISION L. REDMAN 06/11/2025 R. PARGAS 112/10/2024 J. ALTCHECH 112/10/2024 12/10/2024 H H H T N rr 0- M M 0 0 O N Q J N C'7 Xrefs: (� xS1-BT120-CZNO xS1-BT120-CMP xBRT-CUD05-TB O xS1-BT120-VSF1 xS1-BT120-CRD GB-SEAL-LBR22 0 xS1-BT120-CAPO xS1-BT120-CPPO w xS1-BT120-CPPOI d7 ry U 6 N m U) (D N CO M Nt O J Z Q 73 n W ry X w I 0 Z W Q � 00 � I W U) Q� m J O — U 7 a rn Z co — Y _ ry O N L U N co Xrefs: m xS1-BT120-CZNO xS1-BT120-CMP xBRT-CUD05-TB O xS1-BT120-VSF1 xS1-BT120-CRD GB-SEAL-LBR22 0 xS 1-BT120-CAPO xS1-BT120-CPPO W xS1-BT120-CPPOI V D7 ry U 0 N H m co CD N M CD J Z a w ry X w I C� Z a � m o , w CO � co O — U a o z Y _ ry C O N LO N co Xrefs: (� xS1-BT120-CZN0 xS1-BT120-CMP GB-SEAL-LBR22 O xS1-BT120-CAPO xS1-BT120-CPP0 xS1-BT120-CGP Q xBRT-CUD05-TB w N 0 N_ 0 U 0 N m U) 0 N M M 0 Q J Z Q 0 LU X Lu (D Lu 06 � m Lu IY co J co _o a o z ti Y O NLo LNO a U CL BT120-C-RAINIER --\, F?� CL BT120-C-RAINIER 4// R=1.5' MEDIAN DETAIL 2 SCALE: 1" = 5' BT120-CPP102 Nl%-� MEDIAN DETAIL GENERAL NOTES: KEY NOTES: SCALE: 1" - 5' BT120-CPP102 1. SEE SHEETS BT120-CRY101-CRY106 FOR TYPICAL SECTIONS. 10 INSTALL CEMENT CONC TRAFFIC CURB PER WSDOT STD � J PLAN F-10.12 2. SEE SHEETS BT120-CPP101-CPP106 AND BT120-CPP201-CPP205 FOR PAVING PLANS. 11 PAINTED YELLOW CURB SSEE SHEETS BT120-LHP101-105, BT120-LHP201-105 AND BT120-LHD101-109 FOR HARDSCAPE PLAN AND DETAILS MEDIAN POINT TABLE POINT NO. ALIGNMENT STATION OFFSET ELEVATION DESCRIPTION 1 RAINIER 206+14.21 3.87' LT 25.10 BEGIN CURB/FL 2 RAINIER 206+27.25 4.16' LT 25.15 PC - FL 3 RAINIER 206+29.41 3.33' LT 25.14 1/2 - FL 4 RAINIER 206+30.34 1.21' LT 25.07 PT - FL 5 RAINIER 206+30.54 10.34' RT 24.72 PC - FL 6 RAINIER 206+29.68 12.48' RT 24.65 1/2 - FL 7 RAINIER 206+27.53 13.39' RT 24.62 PT - FL 8 RAINIER 206+20.59 13.43' RT 24.60 BEGIN CURB/FL 9 RAINIER 206+43.93 3.53' LT 25.17 1/2 - FL 10 RAINIER 206+45.52 3.40' LT 25.17 P RC - FL 11 RAINIER 206+49.61 1.37' RT 25.03 1/2 - FL 12 RAINIER 206+51.26 7.44' RT 24.85 PT - FL 13 RAINIER 206+51.42 11.16' RT 24.73 PT - FL 14 RAINIER 206+51.00 12.26' RT 24.70 1/2 - FL 12/10/2024 LBR LDG LBR ISSUED FOR BID DATE DSN CHK APP REVISION DESIGNED BY: L. REDMAN DRAWN BY: L. REDMAN CHECKED BY: L. GILBERT APPROVED BY: L. REDMAN SSEE SHEET BT-120-CRY105 FOR TYPICAL SECTION HARDSCAPE DETAIL MEDIAN POINT TABLE POINT NO. ALIGNMENT STATION OFFSET ELEVATION DESCRIPTION 15 RAINIER 206+49.90 12.72' RT 24.68 PC - FL 16 RAINIER 206+45.06 12.69' RT 24.68 PT - FL 17 RAINIER 206+44.01 12.26' RT 24.69 1/2 - FL 18 RAINIER 206+43.56 11.24' RT 24.72 PC - FL 19 RAINIER 206+43.13 2.15' LT 25.13 PC - FL 20 RAINIER 207+56.47 6.21' RT 24.97 1/2 - FL 21 RAINIER 207+59.36 4.10' RT 25.02 PC - FL 22 RAINIER 207+60.71 4.04' RT 25.02 1/2 - FL 23 RAINIER 207+61.57 5.08' RT 25.00 PT - FL 24 RAINIER 207+62.89 10.98' RT 24.87 PT - FL 25 RAINIER 207+62.59 12.25' RT 24.86 1/2 - FL 26 RAINIER 207+61.40 12.81' RT 24.84 PT - FL 27 RAINIER 207+56.35 12.80' RT 24.81 PT - FL 28 RAINIER 207+54.14 1 11.51' RT 24.82 1/2 - FL OF W ASS f�U �2 202570 ti� GIST'B ssIONAL �SUBMITTED BY: 12/10/2024 R. PARGAS Sr,RIDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 1 J. ALTCHECH LEGEND*: O 1-10�■�11 _D J�4 �Q 4Q VALLEY GUTTER MEDIAN DETAIL 3 SCALE: 1" = 5' BT120-CPP201 N%-� MEDIAN POINT SEE SHEETS BT120-GZN006-BT120-GZN007 FOR GENERAL SYMBOLS AND LEGEND HARDSCAPE 5 2.5 0 5 10 SCALE IN FEET MEDIAN POINT TABLE POINT NO. ALIGNMENT STATION OFFSET ELEVATION DESCRIPTION 29 NTC 510+53.73 36.09' RT 23.67 PT - FL 30 NTC 510+52.14 34.20' RT 23.60 1/2 - FL 31 NTC 510+51.96 31.73' RT 23.58 PT - FL 32 NTC 510+53.70 24.66' RT 23.58 PC - FL 33 NTC 510+54.81 22.73' RT 23.60 1/2 - FL 34 NTC 510+56.77 21.70' RT 23.63 PT - FL 35 NTC 510+62.59 20.49' RT 23.72 PC - FL 36 NTC 510+64.44 21.06' RT 23.74 1/2 - FL 37 NTC 510+64.94 22.93' RT 23.76 PT - FL 38 NTC 510+61.45 37.10' RT 24.01 PT - FL 39 NTC 510+60.47 38.37' RT 23.99 1/2 - FL 40 NTC 510+58.86 38.51' RT 23.90 PC - FL 41 NTC 510+56.23 37.44' RT 23.70 1/2 - FL 42 RAINIER 207+54.20 8.98' RT 24.89 PRC - FL auj J - a U cn Cf) W J J LL SoUNDTRANsiT DATE: 12/10/2024 SCALE: 1 "=5' FILENAME: S1-BT120-CRD120-124 CONTRACT No.: RTA/CN 0205-24 DATE: 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 CIVIL PAVING DETAILS LR-4332124 DEVELOPMENT ENGINEERING IL 0 % msippo 11/25/2025 ' iIo DRAWING No.: BT120-CRD120 FACILITY ID: BT120 SHEET No.: REV: 124 0 M N TT C) O N CU T N rr O O O N Q J N co Xrefs: m xS1-BT120-CZNO xS1-BT120-CMP GB-SEAL-LBR22( O xS1-BT120-CAPO xS1-BT120-CPPO xS1-BT120-CGP 0 xBRT-CUD05-TB W Ict N O N ry U (6 N H m U) O N O M O J Z a w ry X w I C� Z a m o , w CO � co O — U a co O Z Y _ ry C O N N O a 04 U N co Xrefs: m xS1-BT120-CZNO xS1-BT120-CMP GB-SEAL-LBR22( O xS1-BT120-CAPO xS1-BT120-CPPO xS1-BT120-CGP 0 xBRT-CUD05-TB W Ict N O N ry U (6 N H m U) O N O M O J Z a w ry X w I C� Z a m o , w CO � co O — U a co O Z Y _ ry C O N N O a 04 U N C'7 Xrefs: (� xS1-BT120-CZNO xS1-BT120-CMP GB-SEAL-LBR22 O xS1-BT120-CAPO xS1-BT120-CPPO xS1-BT120-CGP 0 xBRT-CUD05-TB W >D N O N_ 0 ry U 6 N m O N CO M Nt O J Z Q 73 n W ry X w I 0 Z W Q � 00 � I W U) Q� m J O — U 7 Q o z Lo Y _ ry O N L U N Xrefs: M xS1-BT120-CZN xS1-BT120-CMP GB-SEAL-LBR2 p xS1-BT120-CAP xS1-BT120-CPP xS1-BT120-CGP xBRT-CUD05-T W N 0 N 0 U 0 N m 0 N cM O J Cz G 0 LLI w V Lu Q 2i 06 m o w U) � co —o Qa CDz Ln ti Y O ';3- 3: LO 0 U No ve DOWELED CURB NTS CURB RAMP CEMENT CONCRETE DOWELED CURB BEGIN DOWELED CURB END VARIABLE HEIGHT DOWELED CURB -SEE NOTE 2 CEMENT CONCRETE PAVEMENT END DOWELED CURB BEGIN VARIABLE HEIGHT DOWELED CURB -SEE NOTE 2 TYPE PERPENDICULAR A CEMENT CONCRETE PAVEMENT RAMP LIMITS WITH VARIABLE HEIGHT DOWELED CURB PEDESTRIAN CURB BT120-CPP201 CURB RAMP CEMENT CONCRETE DOWELED CURB BEGIN DOWELED CURB END VARIABLE HEIGHT DOWELED CURB -SEE NOTE 2 CEMENT CONCRETE PAVEMENT END DOWELED CURB BEGIN VARIABLE HEIGHT DOWELED CURB -SEE NOTE 2 DOWELED CURB TYPE PARALLEL A CEMENT CONCRETE PAVEMENT RAMP LIMITS WITH VARIABLE HEIGHT DOWELED CURB NTS CEMENT CONCRETE PLATFORM OR SIDEWALK 4'-0"MIN SEE CONTRACT PLANS LANDING GRADE BREAK P ""\ SECTION A NTS - BT120-CPP106 oe1 PEDESTRIAN CURB ,�rr�11T DOWELED CURB NTS CURB RAMP CEMENT CONCRETE PEDESTRIAN CURB CEMENT CONCRETE PAVEMENT DOWELED CURB BEGIN DOWELED CURB END VARIABLE HEIGHT DOWELED CURB -SEE NOTE 2 END DOWELED CURB BEGIN VARIABLE HEIGHT DOWELED CURB -SEE NOTE 2 TYPE PERPENDICULAR B CEMENT CONCRETE PAVEMENT RAMP LIMITS WITH VARIABLE HEIGHT DOWELED CURB PEDESTRIAN CURB CURB RAMP CEMENT CONCRETE PEDESTRIAN CURB DOWELED CURB 15' - 0" MAX (TYP) SEE NOTE 7 DETECTABLE WARNING SURFACE CURB RAMP ° e D a ° e BT120-CPP106 Jv W. J, W. W. W. DOWELED CURB W. W. CEMENT CONCRETE PAVEMENT BEGIN DOWELED CURB END VARIABLE HEIGHT DOWELED CURB -SEE NOTE 2 - END DOWELED CURB BEGIN VARIABLE HEIGHT DOWELED CURB -SEE NOTE 2 TYPE SINGLE DIRECTION B CEMENT CONCRETE PAVEMENT RAMP LIMITS WITH VARIABLE HEIGHT DOWELED CURB NTS PREMOLDED JOINT FILLER - VARIABLE HEIGHT DOWELED CURB -SEE DETAIL 3, THIS SHEET f__ CEMENT CONCRETE PAVEMENT DESIGNED BY: L. REDMAN WA DRAWN BY: �� of rRIDE L. REDMAN �r \' �z4s CHECKED BY: w BRT General Engineering Consultant p 22025708 9 w L. GILBERT �c� 16'crSTE¢� 12/10/2024 LBR LDG LBR ISSUED FOR BID APPROVED BY: SSIONAL SUBMITTED BY: DATE: REVIEWED BY: DATE IDSN ICHK APP REVISION L. REDMAN 1 P/1 n/pnp4 R. PARGAS 112/10/2024 1 J. ALTCHECH CEMENT CONCRETE PEDESTRIAN CURB - R=1" cn i0 wp E I— >LO SEE NOTE 3 CURB DOWEL #3 REBAR PLACE AT 28" O.C. BT120-CPP106 NOTES: N N 1. SEE SHEETS BT120-CPP101-CPP106 AND BT1 20-CPP201 -CPP205 FOR p LOCATION OF PLATFORM, LANDSCAPE OR CEMENT CONCRETE p SIDEWALK. N 2. SEE SHEETS BT120-CRD101-CRD119 FOR LOCATION OF DOWELED V CURB, DEPRESSED CURB AND PEDESTRIAN CURB. 3. FLUSH WITH CEMENT CONCRETE PAVEMENT AND CURB RAMP ENTRANCE. SLOPE IN EITHER DIRECTION FACE OF CURB Mill D i w 6, MATCH ROADWAY SLOPE < O � CEMENT CONCRETE PAVEMENT ° 2% D I > o 6" X 6" BLOCK TH/2, MIN 3" ° AT ACCESSIBLE RAMP LOCATIONS EDGE OF WING TO EDGE OF WING SEE TYPICAL SECTIONS FOR PAVEMENT DEPTH /P35 " PREMOLDED JOINT FILLER VARIABLE HEIGHT DOWELED CURB DETAIL r3 NTS - 4' - 0" MIN _ SEE CONTRACT PLANS DETECTABLE WARNING SURFACE ' CURB RAMP VARIES SECTION KB NTS - SCALE: NTS Q Lu FILENAME: - Q cn cn w J S1-BT120-CRD120-124 J u- SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: 1DATE: 12/10/2024 09/06/2024 PREMOLDED JOINT FILLER VARIABLE HEIGHT DOWELED CURB SEE DETAIL 3, THIS SHEET CEMENT CONCRETE PAVEMENT • e' e e' e e .. m a n e STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 CIVIL PAVING DETAILS VARIABLE HEIGHT DOWELED CURB R-4332128 DEVELOPMENT ENGINEERING msippo 11 /25/2025 DRAWING No.: BT120-CRD124 FACILITY ID: BT120 SHEET No.: REV: 128 0 N C'7 Xrefs: (� xBRT-CUD05-TB 0 w is CD 00 I 0 co SEE NOTE 6 0.5" MIN PER MANUFACTURER r:- ;> X 3 MAX :; SEE NOTE 9 ; Q :;}::1..x.' I -BEAM SHAPED ,`'� MAX 3.25 CLEARANCE POST - SEE NOTE 9 STEEL PICKET FENCE REMOVABLE DETAIL NTS BT120-CPP106 * FENCE HEIGHT FOR STEEL PICKET FENCE REMOVABLE 6.0' FENCE HEIGHT = RAILAKDW 719+34.03, 17.49' LT TO LAKE STA 402+08.70, 68.94' LT 4.0' FENCE HEIGHT = LAKE STA 402+08.70, 68.94' LT TO LAKE STA 403+02.15, 43.96' LT .41 PERFORATED METAL MESH *** N L6 .' N I -BEAM SHAPED POST METAL MESH U o „{.';.• .: �� STEEL PICKET FENCE `" ` "� '' NON -REMOVABLE (4) 2" DIA X 6" LONG STUDS AT PRMT JOINT FILLER AT PRMT AT SOG SOG WHERE OCCURS o INSIDE - FACILITY SLEEVE AREA 4" MIN WALL THK SEE NOTE 2 SEE NOTE 5 PROPOSED GROUND TOP OF CONCRETE .,. lj.. POST FOOTING SEE DETAIL A SIDE VIEW m U) STEEL PICKET FENCE NON -REMOVABLE DETAIL 2 o NTS BT120-CPP204 co o FENCE WIDTH FOR STEEL PICKET FENCE NON -REMOVABLE � 6.0' PANEL WIDTH = ALL LOCATIONS EXCEPT WHERE NOTED OTHERWISE z 8.0' PANEL WIDTH = NTC STA 511 +05.00, 39.10' LT TO STA 518+13.00, 35.90' LT z Y *** 8.0' FENCE HEIGHT AND METAL MESH FOR STEEL PICKET FENCE NON -REMOVABLE v) X RAILKADW STA 716+57.19, 27.24' LT TO STA 716+62.29, 27.27' LT w RAILAKDW STA 716+57.19, 18.83' LT TO STA 716+82.17, 18.69' LT RAILAKDW STA 716+82.17, 18.69' LT TO STA 716+82.75, 27.29' LT wl W z z 06 m Y � CI m O �< `f' z Y Lo N z 1 06/13/2025 LBR DP LBR ADDENDUM #1 a 0 12/10/2024 LBR LDG LBR ISSUED FOR BID o o U No. DATE DSN C REVISI(JN DESIGNED BY: L. REDMAN DRAWN BY: L. REDMAN CHECKED BY: L. GILBERT APPROVED BY ��ATrA OUTSIDE FACILITY AREA HSS SHAPED POST PROPOSED GROUND /-- SEE DETAIL B HSS SHAPED POST 1/2" THICK 6.5" DIAMETER PLATE FOR CAMERA MOUNTING 1/2" HOLE IN CENTER OF PLATE FOR COMMUNICATIONS CABLE. REFER TO BT120-JCD203 FOR CAMERA MOUNTING DETAIL FENCE POST SEE NOTE 10 PL 4" x 10" DIA W/ HOLE FOR SLEEVE 6" THK LAYER OF GRANULAR, FREE DRAINING MATERIAL PIPE DRAIN 1" MIN INT DIA STEEL PICKET FENCE REMOVABLE POST FOUNDATION NTS 2 U H m n t. 3 16 HSS SHAPED POST NTS DETAIL BT120-JCD203 N_-� 00 FENCE POST Q SEE NOTE 10 MAX 10" JOINT FILLER AT PRMT AT SOG SEE BT120-JCP204 FOR I CONDUIT SIZE AND SOG WHERE OCCURS I QUANTITY ^ I I D INSIDE o FACILITY AREA INSIDE OUTSIDE - FACILITY FACILITY AREA AREA z c HSS SHAPED HSS SHAPED POST POST SIDE VIEW SIDE VIEW - U N z a #3 SPIRAL w ____ _ ___ (4) #4 VERT REINF O z w w U) = 12" DIA c FOUNDATION MIN a SEE NOTE 1 3" CLR STEEL PICKET FENCE NON -REMOVABLE NTS POST FOUNDATION 1. PER MANUFACTURER WHERE MANUFACTURER 4. SEE SHEET BT120-SGD161 FOR DETAILS ON 7. THE FENCE SHALL BE ANTI-SCALE/CLIMB. REQUIREMENTS INDICATE A LARGER FOUNDATION. NON -REMOVABLE FENCE CONNECTION TO RETAINING WALL. 8. SEE SHEETS BT120-CPP101-106 AND BT120-CPP201-205 2. PROVIDE A STEEL SLEEVE SUCH THAT THE GAP AND SHEETS BT120-CSP101-106 FOR LOCATION OF BETWEEN THE FENCE POST IS MINIMIZED, BUT THE 5. SEE SHEET BT120-EPD111 ELECTRICAL DETAILS FOR REMOVABLE AND NON -REMOVABLE FENCE. POST CAN STILL BE REMOVED. DETAILS ON FENCE POST GROUNDING REQUIRED FOR REMOVABLE FENCE. 9. FENCE ASSEMBLY SHALL HAVE A MINIMUM POROSITY OF 3. POSTS ARE CENTERED ON WALL, UNLESS 50%. OTHERWISE NOTED. 6. CONTRACTOR SHALL PROVIDE A REMOVABLE, POSITIVE EDEVELOPIMENT ENGINEERING �' CONNECTION BETWEEN THE ADJACENT FENCE PANELS TO 10. THE CONTRACTOR SHALL DESIGN THE FENCE POST, 1 R-43321290 1 1/25/2025 AVOID ANY DIFFERENTIAL DISPLACEMENT BETWEEN FENCE BEAMS, AND ANY FENCE ELEMENT AND THEIR POSTS. CONNECTIONS. SCALE: DRAWING No.: NTS STRIDE BUS RAPID TRANSIT < _j MrV=w FILENAME: SOUTH RENTON TRANSIT CENTER BT120-CRD125 4b5co U) r)?IDE F)lw J S1-BT120-CRD125-129 BT105 FACILITY ID: BRT General Engineering Consultant z " SoUNDTRANSIT CONTRACT No.: CIVIL BT120 RTA/CN 0205-24 SHEET No.: REV: SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: FENCE DETAILS 129 1 R. PARGAS _ 12/10/2024 1 J. ALTCHECH 12/10/2024 12/10/2024 co N T N O N CU H H H N It N C'7 (refs: co xBRT-CUD05-TB I 0 w N L6 N 0 U 0 N_ m 0) 0 N CO M It 0 0 J Z Q 0 w w LU Q 06 o m w J m _0 a- � o U Z c�i Y N rn LNo. o a_ o U 12/10/2024 LBR LDG LBR ISSUED FOR BID DATE DSN CHK APP REVISION f\IVI I I I U-NIMU JVVIIVV DESIGNED BY: L. REDMAN DRAWN BY: L. REDMAN CHECKED BY: D. POSTEN APPROVED BY: L. REDMAN 7120-CRD125 )ETAILS 4HEADER FENCE GATE DETAIL rl NTS BT120-CPP204 FENCE GATE LOCATIONS N-,� RAILAKDW STA 718+29.87, 15.63' RT TO STA 718+29.88, 19.19' RT RAILAKDW STA 717+48.04, 15.79' RT TO STA 717+48.04, 19.34' RT SUBMITTED BY: 01 /23/2025 R. PARGAS SECURE SIDE QLU J 4SrRIDE lcn_ co -ji W J M)l zBRT General Engineering Consultant J LL SouNDTRANSIT DATE: 12/10/2024 REVIEWED BY: J. ALTCHECH DATE: 12/10/2024 GATE SWING OPTIONS: SECURE SIDE LEFT HAND OUTSWING SCALE: NTS FILENAME: S1-BT120-CRD125-129 CONTRACT No.: RTA/CN 0205-24 DATE: 12/10/2024 RIGHT HAND OUTSWING THREAT SIDE MOUNTING OPTIONS: FLANGED STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 CIVIL FENCE GATE DETAIL R-4332130 DEVELOPMENT ENGINEERING msippo 11 /25/2025 tj DRAWING No BT120-CRD126 FACILITY ID: BT120 SHEET No.: REV: 130 0 co N T N O N U LO 0 0 0 0 T CIO N O O O N Q J N C'7 Xrefs: (� xBRT-CUD05-TB W N L6 N r' C) 6 N m O N M O N W Z Z_ Y U) X w I CD W W Z 06 Z pp Y I U � 00 O C) LO Z_ Y _ ry LO >O N >> L O a_ o C) N co Xrefs: m xBRT-CUD05-TB 0 W N N_ ry U 0 N H m CO O N M 0 J Z a w ry X w I C� Z a m r I w U) � co O — U a o Lo Z Y _ ry O N N o a N i C.) N co Xrefs: M xBRT-CUD05-TB O i 0 w rn N Nry 0 U 0 N m W 0 N coo co Nt 0 0 J z Q 75 0 w IY X w I 0 z w QC-6 �m � I wU) �m _O a o z Lo � Y —0 N U FINISf CONCRETE COMMERCI 13,, 16 3 4 GRANUI DRAINII�._j ,I L_.I \I, SECTION A -A �n MI ATC A 3n MIA 8 1 91 COVER PLATE ® ®®® 82 SEAL WELD 111 0 1319 MIA 8 1 11 TOP PLATE DESIGNED BY: L. REDMAN DRAWN BY: L. REDMAN CHECKED BY: L. GILBERT APPROVED BY: L. REDMAN 8 lit 2 DIRECTION OF PEDESTRIAN/ BICYCLE TRAFFIC 1'-2 ,,nin 2 illX 1 8" SQUARE PL, POS- SE BASE F 1'-0" ROUND FOOTING PLAN VIEW POST SLEEVE SUBMITTED BY: 12/10/202 " R. PARGAS GRADE 3, f�/%% /r-M ni n Tr SEE N ►SE ASSEMBLY STEEL PIPE ASTM A 53, NIPS 4 (4" NOM), SCHEDULE 40 WELD TO TOP PLATE 8" PLATE 2" CHAMFI (Tl DIRECTION OF PEDESTRIAN/ BICYCLE TRAFFIC SQUARE FOOTING PLAN VIEW 311 n i n BASE PLATE F)j I 4Sr)?IDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH )LE 1' -2" 8"X42"DIA STEEL PLATE 3' - 6" STEEL CAP PLATE, SEE NOTE 1 lit 2 1/8 N z 2" REFLECTIVE TAPE (TYP) STEEL PIPE — ASTM A 53, NPS 3 (3" NOM), SCHEDULE 80, SEE NOTE 1 2" REFLECTIVE TAPE (TYP) 1/8 z 4" X 1 2" X 2" STEEL PLATE WITH ROUNDED CORNERS AND 4" CENTERED HOLE 04211 1'-2" LATE CAP AND HINGE SCALE: NTS Q Uj J FILENAME: - Q co U) w J S1-BT120-CRD125-129 z � SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: 1DATE: 12/10/2024 112/10/2024 POST ' 2", FULL SURFACE, 'Y DUTY, WELD -ON HINGE ROADWAY BOLLARD TYPE 1 DETAIL NTS BT120-CPP203 BT120-CPP205 BT120-CRD 114 GENERAL NOTES: 1. PAINT ASSEMBLY WITH A "HIGHLY VISIBLE" COLOR. (SAFETY YELLOW ACCEPTABLE) DEVELOPMENT ENGINEERING 4 R-4332133 msippo 11 /25/2025 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER BT120-CRD129 BT105 FACILITY ID: BT120 CIVIL SHEET No.: REV: ROADWAY BOLLARD TYPE 1 DETAIL 133 p H H H N d C'7 C'7 N O O O N Q J N Xrefs: co xBRT-CUD05-T xS1-BT120-CZN Nt xS1-BT120-CPP O xS1-BTP120-VS xS1-BT120-VRX xS1-BT120-CAP xS1-BT120-CGP Q iw g 0 cM O O_ d U 0 N m cn 'o N_ CO c) CD N W z _z Y X w � w W z zcn m Y cI CO O � Q z Y N o a o U W O I Q u' . I I Q: � Q I I = 102 101 if 104 �I 105 107 108 � � 1 / / 1 110 I 1 113 n I 116 fN N 412 II II I II 143 144 147 146 150 149 157 n� 365 m N 16 2273 168 317 �i 352 / co 350 340 N G�342 367 140 / 387 0 385 398 4Z Z 400 �7 411 410 420 413 371 GE381 1 J� / P � V� i ��` O CL BT120-C-RAINIER 183 (v 184 186 4 207 209 r 232 0� 323 279 281 261 191 193 216 218 240 262 219 302 347 345 s 324 p��y 373 \ GENERAL NOTES: 1. SEE SHEETS BT120-GZKO01 AND BT120-GZN001-GZN007 FOR GENERAL KEY PLAN, GENERAL ABBREVIATIONS, AND GENERAL SYMBOLS AND LEGEND. 2. SEE SHEETS BT120-CPP101-CPP106 AND BT120-CPP201-CPP205 FOR PAVING PLANS. 3. SEE SHEETS BT120-CRD101-CRD119 FOR CURB RAMP PLAN AND DETAILS. 4. SEE SHEET BT120-CRD120 FOR PAVING DETAILS. 5. SEE SHEET BT120-CGS101-CGS102 FOR GRADING PLAN POINT TABLES. 6. REFER TO WSDOT STD PLAN A-40.10 CEMENT CONCRETE PAVEMENT JOINTS TO LAYOUT JOINTS THROUGHOUT INTERSECTION. LEGEND*: _ .. J GRADING POINT GRID LINE SEE SHEETS BT120-GZN006-GZN007 FOR GENERAL SYMBOLS AND LEGEND N 15 7.5 0 15 30 RAINIER/HARDIE INTERSECTION 1 SCALE: 1" = 15' _ SCALE IN FEET DEVELOPMENT ENGINEERING msippo 11 /25/2025 R-4332134 DESIGNED BY: SCALE: DRAWING No.: L. REDMAN 1�ETHR��j Q J 1"=15' STRIDE BUS RAPID TRANSIT DRAWN BY: °F Shr�9� U FILENAME: SOUTH RENTON TRANSIT CENTER BT120-CGP101 L. REDMAN G�` z RIDEw S1-BT120-CGP101-103 BT105 FACILITY ID: CHECKED BY: ®� BRT General Engineering Consultant So�N�TiNs�r CONTRACT No.: CIVIL BT120 p l,220257081) wW RTA/CN 0205-24 SHEET No.: REV: 1 06/13/2025 LBR DP LBR ADDENDUM #1 L. GILBERT ��s �GISTEg� ��� GRADING PLAN 0 12/10/2024 LBR LDG LBR ISSUED FORBID APPROVED BY: SIGNAL SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: 158 1 No. DATE DSN CHK APP REVISION L. REDMAN 06/11/2025 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 RAINIER/HARDIE INTERSECTION m T— N N CU LO O') O O T C'7 N O 0 N Q J N C'7 Xrefs: M xBRT-CUD05-T xS1-BT120-CZN xS1-BT120-CPP xS1-BTP120-VS O xS1-BT120-VRX xS1-BT120-CAP xS1-BT120-CGP w C� 0 co O 0 d C� U 0 N CD r N CO M It 0 N 73 z z Y U) X W I Q�w w ) z 76 z m U) CI � m 0 — U a� j z Y >y LO o a o U 1 06/13/2025 LBR DP I LBR ADDENDUM #1 0 12/10/2024 LBR LDG LBR ISSUED FOR BID No. DATE DSN I CHK APP I REVISION GENERATOR DRIVEWAY SCALE: 1 " = 10' DESIGNED BY: L. REDMAN DRAWN BY: L. REDMAN CHECKED BY: D. POSTEN APPROVED BY: L. REDMAN T H )? Oti OF WASel 0 t � 22 D25708 9 wW �01 S T 0' �sSIONAL Z SUBMITTED BY: 06/11 /2025 R. PARGAS GENERAL NOTES: 1. SEE SHEETS BT120-GZKO01 AND BT120-GZN001-GZN00 FOR GENERAL KEY PLAN, GENERAL ABBREVIATIONS, AND GENERAL SYMBOLS AND LEGEND. 2. SEE SHEETS BT120-CPP101-CPP106 AND BT120-CPP201-CPP205 FOR PAVING PLANS. 3. SEE SHEETS BT120-CRD101-CRD119 FOR CURB RAMP PLAN AND DETAILS. 4. SEE SHEET BT120-CGS101-CGS102 FOR GRADING P POINT TABLES. 5. SEE STRUCTURAL SHEETS FOR DETAILS ON CONCRET PAD AND ARCHITECTURAL SHEETS FOR DETAILS ON FENCE AND GATE LAYOUT. 6. SEE SHEETS BT120-CRY101-CRY105 FOR TYPICAL SECTIONS. LEGEND*: CDGRADING POINT GRID LINE * SEE SHEETS BT120-GZN006-GZN007 FOR GENERAL SYMBOLS AND LEGEND 0.5' DOWELED CURB SIDEWALK -SEE TYPICAL SECTIONS V-0" I GENERATOR PAD PROPOSED SURFACE FENCE POST 1.0%/0 1.0 ° I I. Tl\ I I CRUSHED SURFACING I I TOP COURSE -SEE NOTE 5 PREMOLDED I I CONCRETE PAD JOINT FILLER I I: -SEE NOTE 5 CONCRETE PAD -SEE NOTE 5 D FENCE FOUNDATION SECTIONNTS - 1'-0" KEY NOTES: 18 SEE SHEET BT120-CRD125 AND STRUCTURAL SHEETS FO STEEL PICKET FENCE NON -REMOVABLE DETAILS 32 INSTALL STEEL PICKET VEHICLE GATE PER DETAIL ON SHEET BT120-CRD127 38 INSTALL FENCE GATE PER DETAIL ON SHEET BT120-CRD126 SECTION A NTS - 19.0' SEE GRADING d 41 . A -If A -If SEE GRADING 1 ,L 2" PG 58H-22 �INu%. ED SURFACING BASE COURSE a ° e d d a d•. ° . Al SECTION B *"'\ NTS - FENCE POST PROPOSED SURFACE PREMOLDED JOINT FILLER FENCE FOUNDATION SCALE: Q J AS NOTED Q FILENAME: 4S U) U) .RIDE w J S1-BT120-CGP101-103 BRT General Engineering Consultant J LL SDUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: REVIEWED BY: DATE: DATE: 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 0.5' DOWELED CURB SIDEWALK -SEE TYPICAL SECTIONS 12.5" CEMENT CONCRETE PAVEMENT 6" CRUSHED SURFACING BASE COURSE 10 5 0 10 20 SCALE IN FEET DEVELOPMENT ENGINEERING I msippo 11/25/2025 R-4332135 DRAWING Nn STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 CIVIL GRADING PLAN BEB CHARGING, GENERATOR & DUMPSTER LOCATIONS BT120-CGP102 FACILITY ID: BT120 SHEET No.: REV: 159 1 co N T N O N CU H H H N It co m N O O O N Q J N C'7 Xrefs: M xBRT-CUD05-T xS 1-BT 120-CZN xS1-BT120-CPP xS1-BTP120-VS 0 xS1-BT120-VRX xS1-BT120-CAP xS1-BT120-CGP Q xS1-BT120-CMP 1 1 GENERAL NOTES: LEGEND*: BUS PLATFORM K7 o SCALE: 1 " = 10' - coo 1. SEE SHEETS BT120-GZKO01 AND BT120-GZN001-GZN007 CDGRADING POINT FOR GENERAL KEY PLAN, GENERAL ABBREVIATIONS, o AND GENERAL SYMBOLS AND LEGEND. GRID LINE U 2. SEE SHEETS BT120-CPP101-CPP106 AND o BT120-CPP201-CPP205 FOR PAVING PLANS AND SHEETS BT120-CPS101-CPS108 FOR PAVING POINT * SEE SHEETS BT120-GZN006-GZN007 FOR m TABLES AND ADDITIONAL GRADING INFORMATION. GENERAL SYMBOLS AND LEGEND c/) A N 3. SEE SHEETS BT120-CRD101-CRD119 FOR CURB RAMP o PLAN AND DETAILS. I nI 0 4. SEE SHEET BT120-CGS101-CGS102 FOR GRADING PLAN I V z POINT TABLES. Q 10 5 0 10 20 X w CD SCALE IN FEET Q LU DEVELOPMENT ENGINEERING o 06 msippo 11/25/2025 '� R-4332136 W � m DESIGNED BY: SCALE: STRIDE BUS RAPID TRANSIT DRAWING No.: L. REDMAN ��,�TH R�jj Q -1 1'=10' BT120—CGP103 a DRAWN BY:� °F waskt� 9� U QM FILENAME: SOUTH RENTON TRANSIT CENTER co co 4hf z L. REDMAN C� z w J S1-BT120-CGP101-1 BT105 FACILITY ID: ry A 10/25/2025 LBR MS LBR CoR Permit Revisions - CNWD #001 CHECKED BY: ®� BRT General Engineering Consultant r.RIDE z LL CONTRACT No.: BT120 - 1 06/13/2025 LBR DP LBR ADDENDUM #1 L. GILBERT 0 L2202570w SOUNDTRANSIT RTA/CN 0205-24 CIVIL SHEET No.: REV: 0 12/10/2024 LBR LDG LBR ISSUED FOR BID APPROVED BY: "IONAL �SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: GRADING PLAN 160 A CD No. DATE DSN CHK APP REVISION L. REDMAN 10/24/2025 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 TRANSIT CENTER U co N T N O O N U H H N rr co co N O O O N Q J N Xrefs: M xBRT-CUD05-T S1-BT120-CGP1 O 0 w N O 0 C� U 0 N m cn 0 N m C 0 N 75 w z z Y U) X w I 0� w W z z m v �I CO O - U 0 z Y _ ry LO �N CDLo 0- o U BT120-CGP101 GRADING POINT TABLE POINT NO. ALIGNMENT STATION OFFSET ELEVATION DESCRIPTION 101 RAINIER 207+05.28 123.37' LT 25.24 PAVEMENT/MATCH EXISTING 102 RAINIER 207+10.00 113.75' LT 25.46 PAVEMENT/MATCH EXISTING 104 RAINIER 206+97.52 118.62' LT 25.23 PAVEMENT 105 RAINIER 207+02.18 108.96' LT 25.44 PAVEMENT 107 RAINIER 206+89.70 113.93' LT 25.26 PAVEMENT 108 RAINIER 206+94.31 104.22' LT 25.47 PAVEMENT 110 RAINIER 206+81.81 109.31' LT 25.31 PAVEMENT 113 RAINIER 206+73.85 104.76' LT 25.36 PAVEMENT 116 RAINIER 206+65.81 100.30' LT 25.44 PAVEMENT 119 RAINIER 206+57.71 95.92' LT 25.52 PAVEMENT 122 RAINIER 206+49.53 91.62' LT 25.61 PAVEMENT 125 RAINIER 206+41.29 87.40' LT 25.69 PAVEMENT 128 RAINIER 206+33.03 83.11' LT 25.76 PAVEMENT 131 RAINIER 206+25.33 77.36' LT 25.88 PAVEMENT 134 RAINIER 206+18.39 69.58' LT 26.08 PAVEMENT 137 RAINIER 206+13.37 61.09' LT 26.26 PAVEMENT 140 RAINIER 206+09.54 50.00' LT 26.42 PAVEMENT 143 RAINIER 207+10.54 112.66' LT 25.48 PAVEMENT/MATCH EXISTING 144 RAINIER 207+16.05 101.72' LT 25.35 PAVEMENT/MATCH EXISTING 145 RAINIER 207+21.95 90.29' LT 25.11 PAVEMENT/MATCH EXISTING 146 RAINIER 207+03.14 107.01' LT 25.47 PAVEMENT 147 RAINIER 207+11.56 98.66' LT 25.33 PAVEMENT 148 RAINIER 207+21.20 89.34' LT 25.12 PAVEMENT/MATCH EXISTING 149 RAINIER 206+96.96 98.74' LT 25.45 PAVEMENT 150 RAINIER 207+06.56 92.13' LT 39 PAVEMENT 151 RAINIER 207+18.20 84.35' LT 25.18 1 PAVEMENT/MATCH EXISTING 157 RAINIER 207+04.45 86.31' LT 25.4 PAVEMENT 158 RAINIER 207+17.50 82.49' LT 25.31 1 PAVEMENT/MATCH EXISTING 160 RAINIER 207+03.87 79.26' LT 5.47 PAVEMENT 162 RAINIER 207+04.00 69.15' LT 25.57 PAVEMENT 165 RAINIER 207+04.13 59.14' LT 25.73 PAVEMENT 168 RAINIER 206+98.63 50.00' LT 26.00 PAVEMENT 169 RAINIER 207+04.25 50.00' LT 25.94 PAVEMENT 171 RAINIER 207+17.71 50.00' LT 25.69 PAVEMENT 174 RAINIER 207+99.41 25.29' RT 24.70 PAVEMENT/MATCH EXISTING 176 RAINIER 207+99.75 36.21' RT 24.38 PAVEMENT/MATCH EXISTING 183 RAINIER 207+75.33 32.46' LT 25.51 PAVEMENT/MATCH EXISTING 184 RAINIER 207+75.74 21.47' LT 25.41 PAVEMENT/MATCH EXISTING 186 RAINIER 207+76.15 10.48' LT 25.31 PAVEMENT/MATCH EXISTING 191 RAINIER 207+74.90 25.49' RT 24.57 PAVEMENT 193 RAINIER 207+74.90 36.21' RT 24.26 PAVEMENT 207 RAINIER 207+55.84 31.97' LT 25.52 PAVEMENT 209 RAINIER 207+55.84 20.91' LT 25.37 PAVEMENT 211 RAINIER 207+55.84 9.91' LT 25.22 PAVEMENT 216 RAINIER 207+55.84 25.68' RT 24.43 PAVEMENT 1 06/13/2025 LBR DP I LBR ADDENDUM #1 0 12/10/2024 LBR LDG I LBR ISSUED FORBID No. DATE IDSN ICHK APP IREVISION DESIGNED BY: L. REDMAN DRAWN BY: L. REDMAN CHECKED BY: L. GILBERT APPROVED BY: L. REDMAN C C BT120-CGP101 GRADING POINT TABLE POINT NO. ALIGNMENT STATION OFFSET ELEVATION DESCRIPTION 218 RAINIER 207+55.84 36.32' RT 24.12 PAVEMENT 219 RAINIER 207+55.84 50.00' RT 23.72 PAVEMENT/VALLEY GUTTER 232 RAINIER 207+36.77 31.23' LT 25.58 PAVEMENT 234 RAINIER 207+36.77 20.00' LT 25.43 PAVEMENT 236 RAINIER 207+36.77 9.21' LT 25.29 PAVEMENT 238 RAINIER 207+36.77 25.59' RT 24.36 PAVEMENT 240 RAINIER 207+36.77 36.38' RT 24.03 PAVEMENT 241 RAINIER 207+36.77 50.00' RT 23.61 PAVEMENT/VALLEY GUTTER 253 RAINIER 207+17.71 30.65' LT 25.73 PAVEMENT 255 RAINIER 207+17.71 19.65' LT 25.57 PAVEMENT 257 RAINIER 207+17.71 8.65' LT 25.37 PAVEMENT 259 RAINIER 207+17.71 25.38' RT 24.33 PAVEMENT 261 RAINIER 207+17.71 36.30' RT 24.00 PAVEMENT 262 RAINIER 207+17.71 50.00' RT 23.58 PAVEMENT/VALLEY GUTTER 273 RAINIER 206+98.63 30.02' LT 25.86 PAVEMENT 275 RAINIER 206+98.63 19.01' LT 25.68 PAVEMENT 277 RAINIER 206+98.63 8.00' LT 25.36 PAVEMENT 279 RAINIER 206+98.63 25.55' RT 24.33 PAVEMENT 281 RAINIER 206+98.63 36.30' RT 23.99 PAVEMENT 282 RAINIER 206+98.63 50.00' RT 23.57 PAVEMENT/VALLEY GUTTER 293 RAINIER 206+79.53 29.46' LT 25.84 PAVEMENT 295 RAINIER 206+79.53 18.46' LT 25.67 PAVEMENT 297 RAINIER 206+79.53 7.45' LT 25.34 PAVEMENT 299 RAINIER 206+79.53 25.32' RT 24.32 PAVEMENT 301 RAINIER 206+79.53 36.29' RT 23.98 PAVEMENT 302 RAINIER 206+79.53 50.00' RT 23.56 PAVEMENT/VALLEY GUTTER 317 RAINIER 206+59.86 17.92' LT 25.62 PAVEMENT 319 RAINIER 206+59.95 6.91' LT 25.31 PAVEMENT 321 RAINIER 206+60.25 25.34' RT 24.30 PAVEMENT 323 RAINIER 206+60.35 36.32' RT 23.93 PAVEMENT 324 RAINIER 206+60.48 50.00' RT 23.49 PAVEMENT/VALLEY GUTTER 340 RAINIER 206+39.56 17.26' LT 25.59 PAVEMENT 342 RAINIER 206+39.84 6.26' LT 25.25 PAVEMENT 345 RAINIER 206+40.70 25.07' RT 24.25 PAVEMENT 347 RAINIER 206+41.02 36.21' RT 23.87 PAVEMENT 350 RAINIER 206+39.28 28.25' LT 25.93 PAVEMENT 352 RAINIER 206+59.85 28.91' LT 25.92 PAVEMENT 365 RAINIER 206+19.31 27.57' LT 26.01 PAVEMENT 367 RAINIER 206+19.31 16.53' LT 25.63 PAVEMENT 371 RAINIER 206+20.71 25.58' RT 24.19 PAVEMENT 373 RAINIER 206+20.82 36.49' RT 23.85 PAVEMENT 380 AI ER 2 5+86.43 3 .48' R 23.90 PAVE ENT/MATCH EXISTIN 381 RAINIER 206+05.46 25.69' RT 24.20 PAVEMENT/MATCH EXISTING 826eo' AINIE 205+86 AVE /MAT H EXSTIN 383 RAINIER 206+05.45 36.49' RT 23.86 PAVEMENT/MATCH EXISTING �1p1 SUBMITTED BY: R. PARGAS SrRIDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH BT120-CGP101 GRADING POINT TABLE POINT NO. ALIGNMENT STATION OFFSET ELEVATION DESCRIPTION 385 RAINIER 206+00.18 27.24' LT 26.03 PAVEMENT 387 RAINIER 206+00.18 16.24' LT 25.62 PAVEMENT 398 RAINIER 205+80.08 26.61' LT 26.04 PAVEMENT 400 RAINIER 205+80.08 15.61' LT 25.63 PAVEMENT 410 RAINIER 205+60.42 15.14' LT 25.76 PAVEMENT 411 RAINIER 205+60.67 26.15' LT 26.15 PAVEMENT 412 RAINIER 205+44.84 25.75' LT 26.23 PAVEMENT/MATCH EXISTING 413 RAINIER 205+44.45 3.70' LT 25.49 PAVEMENT/MATCH EXISTING 420 RAINIER 205+44.65 14.71' LT j 25.86 j PAVEMENT/MATCH EXISTING QUj J co U) W J `- SOUNDTRANSIT DATE: 12/10/2024 SCALE: NTS FILENAME: S1-BT120-CGS101-102 CONTRACT No.: RTA/CN 0205-24 DATE: 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 CIVIL GRADING PLAN POINT TABLES R-4332137 DEVELOPMENT ENGINEERING msippo 11 /25/2025 DRAWING No.: BT120-CGS101 FACILITY ID: BT120 SHEET No.: REV: 161 1 C'7 N N O O N CU H H H N d C'7 C'7 N O O O 4 N Q J N C'7 Xrefs: M xBRT-CUD05-T S1-BT120-CGP1 W N O O U 6 N m cn O N Co O 0 N 75 W Z Z_ Y U) X w I CD W W Z Z pp v �I CO O - U 0 O Z Y _ ry L O N L CD 0- o U N co Xrefs: co xS1-BT120-VRX xS1-BT120 VSF xS1-BT120-CDN O xS 1-BT120-CPP xBRT-CUD05-T xS1-BT120-GZK xS1-BT120-CAP 0 GB-SEAL-SS56 1 1 xS1-BT120-CDR ®R 0 CD U 6 N m U) CD N CO M O r) 75 O U O Z_ H J W z O z ry O co C� `Y Q C� c/) = a2S U) CO Y I co U) co O — U Q � ZM orn � Lo N >> o o U :ONDITION OF APPROVAL #8 : PROVIDE AN OVERALL EXHIBIT 'O CITY PROJECT MANAGER PRIOR TO COMMENCEMENT OF :ONSTRUCTION THAT CLEARLY DELINEATES PUBLIC AND 'RIVATE STORMWATER PIPES, STRUCTURES AND FACILITIES ►ND ALL FINAL EASEMENTS AND REVISED AND/OR !ELINQUISHED EASEMENTS. 80 40 0 80 160 SCALE IN FEET �ELOPMENT ENGINEERING msippo 11 /25/2025 101 R-4332139 DESIGNED BY: SCALE: DRAWING No.: S. SRIDHARAN 4��F SRI Q J 111=80' STRIDE BUS RAPID TRANSIT DRAWN BY: y� : < FILENAME: SOUTH RENTON TRANSIT CENTER BT120-CDP100 CNSULTING4bf 0 co H. ONG co WA r ��„�,� TED rqIDE w _ S1-BT120-CDP100 BT105 FACILITY ID: INCCHECKED BY: BRT General Engineering Consultant J " S��/IV�TRAIV$�T CONTRACT No.: CIVIL BT120 106/13/2025 SS RP SS ADDENDUM #1 R. PARISH °�� "1ST���w� RTA/CN 0205-24 DRAINAGE PLAN SHEET No.: REV: k0 12/10/2024 SS RP SS ISSUED FOR BID APPROVED BY: I AL SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: 163 1 No. DATE IDSN CHK APP REVISION S. SRIDHARAN 6 9 2025 R. PARGAS 112/10/2024 1 J. ALTCHECH 112/10/2024 112/10/2024 AREA PLAN AND GENERAL NOTES co N T N 0 0 N CU LO V J 0 0 0 0 T rr n m co N O O O N Q J N co Xrefs: co xS1-BT120-VRX xS1-BT1 P20-VS xS1-BT120-CDN xS1-BT120-CPP xBRT-CUD05-T xS1-BTP120-GZ xS1-BT120-CAP 0 GB-SEAL-SS56 1 1 xS1-BT120-CDP xS 1-BT120-CGP I— xS 1-BT120-RPP xS1-BT120-CZN002 xS1-BT120-CZN003 ®R co 0 N O n 0 U 0 N_ H m U) 0 N co co It 0 0 O (D z J Z) U) z O z O m co O 2 U) Q (D = W m Y Q U) U) m _o �a co z c'7 — Y O LO N N a_ o U GENERAL NOTES: 1. SEE BT120-CDD501-504 SHEETS FOR DRAINAGE DETAILS 2. SEE BT120-CRY101-105 SHEETS FOR TYPICAL ROADWAY SECTIONS. 3. SEE BT120-CSP101-107 SHEETS FOR SITE PREPARATION PLANS. 4. SEE BT120-CPP101-107 SHEETS FOR PAVING PLANS. 5. SEE BT120-UCP101-205 SHEETS FOR EXISTING STORM STRUCTURES/PIPES REMOVAL, AND UTILITIES PLANS. 6. EXISTING FACILITIES TO BE PROTECTED -IN -PLACE UNLESS OTHERWISE NOTED. 7. FOR PROPOSED IMPROVEMENTS NOT SHOWN, SEE PAVING, TRAFFIC, AND UTILITY SHEETS. 8. USE WSDOT STANDARD SPECIFICATIONS UNLESS OTHERWISE NOTED. MATCHLINE: SEE DWG BT120-CDP203 KEY NOTES: O3 INSTALL CATCH BASIN TYPE 2 PER COR STD PLAN 201.00, WITH STORM ROUND FRAME AND COVER (PRIVATE) PER COR STD PLAN 204.40. RIMS TO BE NON -SLIP WHEN LOCATED WITHIN WALKWAYS. 20 REMOVE EXISTING OPEN CURB FACE FRAME AND GRATE AND INSTALL RECTANGULAR FRAME AND SOLID METAL COVER PER COR STD PLANS 204.00 AND 204.10, RESPECTIVELY. 21 ADJUST RIM TO GRADE. 24 INSTALL BIOFILTRATION SYSTEM TYPE D UNIT. SEE DWG. BT120-CDD504 FOR DETAILS AND SPECIAL PROVISIONS 7-05. 38 INSTALL CATCH BASIN TYPE 1 L PER COR STD PLAN 200.10, WITH OPEN CURB FACE FRAME AND GRATE PER COR STD PLAN 203.00. 41 INSTALL BIOFILTRATION SYSTEM TYPE A UNIT. SEE 9. PVC PIPE MATERIAL SHALL NOT BE USED FOR STORM SD DWG. BT120-CDD501 FOR DETAILS AND SPECIAL PIPE SPANS WITH 3 FEET OF COVER OR LESS. PROVISIONS. 10. ALL STRUCTURES SHALL BE HS 20 LOAD RATED UNLESS 43 STRUCTURE FRAME AND COVER MEET AASHTO OTHERWISE NOTED. SEE CDD DETAIL SHEETS FOR LOAD RATING HS-25. PROPRIETARY BMP LOADING CONSIDERATIONS DESIGNED BY: S. SRIDHARAN 4��F raWRs�jr� b oNA 10-24-2025 DRAWN BY:��� H. ONG A 10/24/2025 SS RP SS COR PERMIT REVISION - CNWD#001 CHECKED BY: R. PARISH 1 06/13/2025 SS RP SS ADDENDUM #1 0 12/10/2024 SS RP SS ISSUED FOR BID APPROVED BY: S. SRIDHARAN SUBMITTED BY: R. PARGAS No. DATE DSN CHK APP REVISION MATCHLINE: SEE DWG BT120-CDP201 DRAINAGE STRUCTURE TABLE STRUCTURE STRUCTURE DETAILS PIPES IN PIPES OUT CB TYPE 1 L 102-17 STA. 207+86.09 (1.36', RT) IE 21.95 (SE) RIM 24.97 CB TYPE 2 - 48" IE 20.45 (W) 102-18 STA. 309+07.02 (32.09', RT) IE 19.95 (S) IE 19.95 (N) RIM 25.35 TYPE C UNIT FIL-3 STA SEE BT120-CDD501 IE 20.61 (E) RIM 25.20 TYPE D UNIT MWS-66 STA SEE BT120-CDD504 IE 21.93 (NW) IE 21.41 (E) RIM 25.55 Q Q 45 cn W J BRT General Engineering Consultant � U_ DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH 1ZIAIP% f%^I IKITV \A/A@TC\A/ATCM TMCATAACAIT M11/101/1A1 Al^=O. 1. THE LPA PROGRAM MUST BE CONTACTED AT 206-477-5414 OR LPA.team@kingcounty.gov AT LEAST (10) WORKING DAYS IN ADVANCE OF THE PRE -CONSTRUCTION CONFERENCE FOR THIS PROJECT. 2. THE LPA PROGRAM MUST BE CONTACTED AT 206-477-5414 OR LPA.team@kingcounty.gov AT LEAST (10) WORKING DAYS PRIOR TO THE CONSTRUCTION ACTIVITY WITHIN 50 FEET OF THE KING COUNTY SEWER PIPE. 3. KING COUNTY SHALL BE PRVIDED A COPY OF THE "CONTRACTOR'S NOTICE TO PROCEED" AND CONTRACTOR'S CONTACT INFORMATION PIOR TO THE START OF CONSTRUCTION. SCALE: 1 "=20' FILENAME: S1-BT120-CDP102-106 SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: DATE: 12/10/2024 12/10/2024 UPDATES TO ROW AND SEWER SEE SHEETS BT120-RPP104 BT1 20-RPP201 -BT1 20-RPP205 BT120-USP102,BT120-USP104 BT120-USP201-USP202 BT120-USP204-USP205 20 10 0 20 40 KEY MAP SCALE IN FEET DEVELOPMENT ENGINEERING msippo 11 /25/2025 V4310 R-4332140 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER BT120-CDP102 BT105 FACILITY ID: CIVIL BT120 SHEET No.: REV: DRAINAGE PLAN RAINIER STA 204+00 TO RAINIER STA 208+50 164 A C'7 N T N 0 0 N CU L J 0 0 0 T N co Xrefs: co xS1-BT120-VRX xS1-BT1P20-VS xS1-BT120-CDN 0 xS1-BT120-CPP xBRT-CUD05-T xS1-BTP120-GZ xS1-BT120-CAP Q GB-SEAL-SS56 1 1 xS1-BT120-CDP xS1-BT120-CGP uj xS1-BT120-RPP xS1-BT120-CZN002 xS1-BT120-CZN003 v+ W N w Lu V r W M H O Z W Z J V H Q GENERAL NUTE5: (D 1. SEE BT120-CDD501-504 SHEETS FOR DRAINAGE DETAILS. co 2. SEE BT120-CRY101-105 SHEETS FOR TYPICAL ROADWAY SECTIONS. cV O 3. SEE BT120-CSP101-107 SHEETS FOR SITE PREPARATION U PLANS. 0 4. SEE BT120-CPP101-107 SHEETS FOR PAVING PLANS. I- m U) 5. SEE BT120-UCP101-205 SHEETS FOR EXISTING STORM C) STRUCTURES/PIPES REMOVAL, AND UTILITIES PLANS. 04 6. EXISTING FACILITIES TO BE PROTECTED -IN -PLACE o UNLESS OTHERWISE NOTED. O U 7. FOR PROPOSED IMPROVEMENTS NOT SHOWN, SEE z PAVING, TRAFFIC, AND UTILITY SHEETS. I= 8. USE WSDOT STANDARD SPECIFICATIONS UNLESS U) OTHERWISE NOTED. z O U z 9. PVC PIPE MATERIAL SHALL NOT BE USED FOR STORM SD 0f m PIPE SPANS WITH 3 FEET OF COVER OR LESS. 0 10. ALL STRUCTURES SHALL BE HS 20 LOAD RATED UNLESS OTHERWISE NOTED. SEE CDD DETAIL SHEETS FOR O = PROPRIETARY BMP LOADING CONSIDERATIONS U) z Q (D _ C/) .6 coY I Q co co U) _o � Q � z Y A 10/24/2025 SS RP SS COR PERMIT REVISION - CNWD#001 N � 1 06/13/2025 SS RP SS ADDENDUM #1 0 12/10/2024 SS RP SS ISSUED FOR BID N o U No. DATE DSN CHK APP REVISION RA A'1 11 I\ I r_ tXC T NU I CJ: 13 INSTALL CATCH BASIN TYPE 1 PER COR STD PLAN 200.00, WITH BEEHIVE GRATE PER COR STD PLAN 262.40. SEE DWG. NO. BT120-CDD504 FOR DETAILS. 18 INSTALL INLET/OUTFALL PROTECTION WITH QUARRY ROCK RIPRAP PAD (MINIMUM THICKNESS IS 1 FEET) PER WSDOT STD. SPECIFICATION 8-15.3(6) AND 9-13, AND PER COR STD PLAN 267.10 NOTE 18 19 INSTALL WET BIOFILTRATION SWALE (VAR. BOTTOM WIDTH). SEE DWG. BT120-CDD505 AND BT120-CDD506 FOR DETAILS. 21 ADJUST RIM TO GRADE. 2g REMOVE EXISTING INLET AND INSTALL CATCH BASIN TYPE 1 PER COR STD PLAN 200.00, WITH OPEN CURB FACE FRAME AND GRATE PER COR STD PLAN 203.00. RE -CONNECT EXISTING PIPES TO THE NEW CATCH BASIN PER SPECIAL PROVISIONS 2-02 AND 7-05. 29 REMOVE EXISTING CATCH BASIN AND INSTALL CATCH BASIN TYPE 2 PER COR STD PLAN 201.00. WITH FRAME AND VANED GRATE PER COR STD PLAN 204.00. RE -CONNECT EXISTING PIPES TO THE NEW CATCH BASIN PER SPECIAL PROVISIONS 2-02 AND 7-05. INSTALL BIOFILTRATION SYSTEM TYPE C UNIT. SEE 34 DWG. BT120-CDD503 FOR DETAILS AND SPECIAL PROVISIONS 7-05. DESIGNED BY: S. SRIDHARAN 4�� SRIJJ� DRAWN BY:� of WAS�J q H. ONG r ' CHECKED BY: R. PARISH ° GI APPROVED BY: ZONAL E� SUBMITTED BY: S. SRIDHARAN 10-24-2025 R. PARGAS DRAINAGE STRUCTURE TABLE STRUCTURE STRUCTURE DETAILS PIPES IN PIPES OUT CB TYPE 1 104-86 STA. 152+35.57 (86.39', LT) IE 21.61 (NW) RIM 23.58 CB TYPE 2 - 48" IE 22.40 (W) UNK (S) EX 104-88 STA. 155+08.11 (28.09', LT) IE 22.20 (E) CONTRACTOR RIM 27.07 TO FIELD VERIFY TYPE C UNIT FIL-4 STA SEE BT120-CDD503 IE 22.45 (W)EX IE 22.45 (E) RIM 27.11 TYPE C UNIT FIL-5 STA SEE BT120-CDD503 IE 22.24 (E)EX IE 22.24 (W) RIM 27.16 KEY NOTES: 42 INSTALL 12" CONCRETE CULVERT. 43 STRUCTURE FRAME AND COVER MEET AASHTO LOAD RATING HS-25. 44 INSTALL BEVELED ENDS PER COR STD PLAN 221.00 Q Q .9r)?IDE co_ co W J BRT General Engineering Consultant z DATE: REVIEWED BY: 12/10/2024 1 J. ALTCHECH SCALE: mrOw" 1 "=20' FILENAME: S1-BT120-CDP102-106 SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: DATE: 12/10/2024 12/10/2024 ww A T/1l 11 l\Ir_ LO t V, U 0 N Q � � m W Z_0 J LV = UJ H cn Q UPDATES TO ROW ANDS SEWER SEE SHEETS BT120-RPP104 BT1 20-RPP201 -BT1 20-RPP205 BT120-USP102,BT120-USP104 BT120-USP201-USP202 BT120-USP204-USP205 20 10 0 20 40 KEY MAP SCALE IN FEET EDEVESLiOPOMENT ENGINEERING � + o 11 /25/2025 R-4332141 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER BT120-CDP104 BT105 FACILITY ID: CIVIL BT120 SHEET No.: REV: DRAINAGE PLAN G RADY STA 151 +00 TO G RADY STA 156+50 165 A C'7 N T N 0 O N CU LO 0) 0 0 0 O T I..L co co O O O N Q J N co Xrefs: co xS1-BT120-VRX xS1 -BT1 P20-VSI xS1-BT120-CDN 0 xS1-BT120-CPP xBRT-CUD05-T xS1-BTP120-GZ xS1-BT120-CAP 0 GB-SEAL-SS56 1 1 xS1-BT120-CDP xS 1-BT120-CGP xS 1-BT120-RPP xS1-BT120-CZN002 17 `N�•, QZp� /i R . �G��-ZpGO I , ��G I EXIST. E MATC H LI N E : LAKE STA 401 +50 m !' S SEE DWG BT120-CDP106 —Ei e _ _ I Vr m —E _ _ i I / -+—m�+-+---�+-+r _E I E �,� j ---E_ E-----E--- —E-- // L � S 44 :rr.:. - to — i i 1 m -� -+ —�-� — —-�{ — —1-� —�%� — —% --� — —1-�— —%� / — — — — E 18 ',::',:': TOP OF WET BIOSWALE O :. 0 I / �'�" 'n CONDITION OF APPROVAL # 10: O / 19 m I ! D` I PROVIDE LETTER FROM WSDOT THAT/ 19 i I o I I SYSTEM WILL BE MAINTAINED // m I / ' PRIVATELY BY WSDOT OR OTH2 -O — — FIL-7- — — E—---0E----OE —OE— I - ----- — —I E — - 16 — -1� —OE — E es" ICIT'`�VI`I'L-C�Ort P� — - IE (IN) 25.9 / 11 0 • � � r i r0 77 � � j Or � � P MAI NANCE RESPON$6 ILITY I' 55 LF 12 DI p@0.72 /o110" i m I I qw I OUT AN EASEb4AT. ---- yZ — — — — EASTERN WET BIOSWALE _o���Qa- m — r r U E m , 87 LF �2, I R/pE // CRoSstvqzzl K ;I BOTTOM OF WET BIOSWALE SO / I sr.1iq�K ; 0 / 490 _ _ Dp + -- — — E — -- -t SID ZSE ��_ = �- Sp E — � -- OE----OE----OE----OE----OE----0E —OE + —OE E — E FFd� -27 E — OE — cv _- -- - rC _ 18" _ �' P 1 '6" DP DP DP 1_9„ DP t� - ��� t - - t �_t� - Poc2 tt - - -sL-A �-t �C E - - - - - E - - - - Qa -t-� -sue t-� - t-e- - - - -a -t-� - �� - -t� - s� t-� - t� - //H M HH sw - HH H O 27 sw O F- V ED I / t-� 0 m ¢ 2 EX.105-03 (TYP.) o r77 I o m I C CONDITION OF APPROV #9: REM011/E I I m Q 04 UPSTREAM DRAINAGE PPE. I r I I I o m0 // I S GRADY WAY Or � I 5 ' / I o , 0 m L I LAKE STA 400+00.05 LAKE 400+00 I Irr- I / (' o m = GRAPY STA 158+k91 I I /� W - — i ' -- I I II Z GRADY 157+00 / / GRADY 158+00 I I GRAb4 159+ 0 o m0 g) I GRADY 160+00 GRADY 160+46 ° —1 0 1 mI of W I 2 0 1 " 7/ l I/ V W — — — — --- — -- I --- o ---- m --- --- ---- I o ___ I / FO FO — --- FO — FO — —RO — FID — FO — F� FyW---- FOB -- 2OZAYOFO — FCIT----tFC�I---- FJ91 FO 1---- FO ---- FO ---- 2ZO ---- FO — — FO — FC I 2-ZAYO FO I v7 I / O O Q — — — — FO — — — — FO FO — — — CFO ----�O — — — — 0 — — — — FO — — — — 00 — — — — Fp — — — — FQ -- — FO — — — — F�L--- FI�---� F —7�— FO --- FO — — — FO — — — — FO — — — — FO — — — FO — — — — FC I I I m I Ol I // / /-- FO ---- --- FO — — — — FC I 0 O — — FO FO OI 0 m 77 O HH --t---tst-t-- fl /50 O� / FpF--1-- FO --1-- FO ---- FO-CENTUR LgVRFO t-.- — _�tI / /100m i SIN ID E2-t - - t0T = - - - - - _ - rocs-t - - —�'� t /- s+-t3�6" DP 9' DP ' -i _E - - - - - E - - - - _ sw _ _ t _- �r t �;6 -ape- �7 9C �—+. E - - - - -r-� m I _ _ 116 - - - 126"D DP O m,���%3" DP 4,9„ DP ' i H 11' DP1 I I S ID —I S D - O OP — Foct- — + t� M ` \ \ _ 24 F0 FO ' 1 I 0 1 I I 'n -� t 5s'DP �' --- FO — FO I0 /77 l I I DIl„ . it,/ I \` i/F0� ..�.,T, ,�,�, inus cn - - - F:O - � - - FO 0 GENERAL NOTES: 0 0 1. SEE BT120-CDD501-504 SHEETS FOR DRAINAGE DETAILS N 2. SEE BT120-CRY101-105 SHEETS FOR TYPICAL ROADWAY o SECTIONS. U N 3. SEE BT120-CSP101-107 SHEETS FOR SITE PREPARATION m PLANS. co 4. SEE BT120-CPP101-107 SHEETS FOR PAVING PLANS. 0 N co 5. SEE BT120-UCP101-205 SHEETS FOR EXISTING STORM o STRUCTURES/PIPES REMOVAL, AND UTILITIES PLANS. 0 Op 6. EXISTING FACILITIES TO BE PROTECTED -IN -PLACE U UNLESS OTHERWISE NOTED. z 7. FOR PROPOSED IMPROVEMENTS NOT SHOWN, SEE J PAVING, TRAFFIC, AND UTILITY SHEETS. U) z O U 8. USE WSDOT STANDARD SPECIFICATIONS UNLESS z OTHERWISE NOTED. O 09. PVC PIPE MATERIAL SHALL NOT BE USED FOR STORM SE PIPE SPANS WITH 3 FEET OF COVER OR LESS. 0 = 10. ALL STRUCTURES SHALL BE HS 20 LOAD RATED UNLESS W Q OTHERWISE NOTED. SEE CDD DETAIL SHEETS FOR O U) PROPRIETARY BMP LOADING CONSIDERATIONS 1 Wm y Q� m U) _o Q¢ z N 1 06/13/2025 SS RP SS ADDENDUM #1 0 12/10/2024 1 SS RP SS ISSUED FOR BID o o U No. DATE DSN CHK APP REVISION KEY NOTES: OCONNECT TO EXISTING CATCH BASIN. (16� INSTALL BIOFILTRATION SYSTEM TYPE B UNIT. SEE DWG. BT120-CDD502 FOR DETAILS AND SPECIAL > PROVISIONS 7-05. 17 INSTALL CATCH BASIN TYPE 1 L AND BEEHIVE GRATE PER COR STD PLAN 200.10 AND 262.40. 18 INSTALL INLET/OUTFALL PROTECTION WITH QUARRY > ROCK RIPRAP PAD (MINIMUM THICKNESS IS 1 FEET) > PER WSDOT STD. SPECIFICATION 8-15.3(6) AND 9-13, AND PER COR STD PLAN 267.10 NOTE 18. 19 INSTALL WET BIOFILTRATION SWALE (VAR. BOTTOM WIDTH). SEE DWG. BT120-CDD505 AND BT120-CDD506 > FOR DETAILS. > O44 INSTALL BEVELED ENDS PER COR STD PLAN 221.00 DESIGNED BY: S. SRIDHARAN DRAWN BY: H. ONG CHECKED BY: R. PARISH APPROVED BY: S. SRIDHARAN #- I SUBMITTED BY: 6-9 2025 R. PARGAS 4S BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 1 J. ALTCHECH SCALE: 1 "=20' Q J FILENAME: - Q U U) U) w J S1-BT120-CDP102-106 J LL SouNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: DATE: 12/10/2024 12/10/2024 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT1 20-RPP201 -BT1 20-RPP205 20 10 0 20 40 SCALE IN FEET R-4332142 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER BT120-CDP105 BT105 FACILITY ID: CIVIL BT120 SHEET No.: REV: DRAINAGE PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 166 1 KEY MAP C'7 N T N O N CU co co O O i N Q J N C'7 Xrefs: M xS1-BT120-VRX xS1-BT1P20-VS xS1-BT120-CDN O xS 1-BT120-CPP xBRT-CUD05-T xS1-BTP120-GZ xS1-BT120-CAP GB-SEAL-SS56 1 1 xS1-BT120-CDP xS 1-BT120-CGP xS 1-BT120-RPP xS1-BT120-CZN002 0 N 0 0 6 N m U) 0 N C-0 co 0 0 O z i= J U) z O z O m `Y Q U W = U) CO Y I Q co U) co _o Q< N L, z_ orn Y L O o a_ o U h0 �x 00 Oh �P Q� V� �O O' 4( 106-55 1 G1�'O 45 . 30- MATCHLINE: SEE DWG BT120-CDP204 MATCHLINE: SEE DWG BT120-CDP202 30---I 30----30----OE----30- --------- qszipi),,cnnnti,)oi RAILAKD 1 12 LF 12" SD @ 2.06% I cn �S TC 619+04 0 14 3 106-59 11 LF 12" SD @ 1.69% m z z p o` + I p� o ► o 1 / 11 w � Y I Q � Z� per' 11 � J ck I I 11 � `� O o mo �� ? \ 1 yy Gip I n \ I o 11 i 1 GENERAL NOTES: 1. SEE BT120-CDD501-504 SHEETS FOR DRAINAGE DETAILS 2. SEE BT120-CRY101-105 SHEETS FOR TYPICAL ROADWAY SECTIONS. KEY NOTES: 1O INSTALL CATCH BASIN TYPE 1 PER COR STD PLAN 200.00, WITH RECTANGULAR FRAME AND VANED GRATE PER COR STD PLANS 204.00 AND 204.20, RESPECTIVELY. 1 O3 INSTALL CATCH BASIN TYPE 2 PER COR STD PLAN 3. SEE BT120-CSP101-107 SHEETS FOR SITE PREPARATION 201.00, WITH STORM ROUND FRAME AND COVER PLANS. (PRIVATE) PER COR STD PLAN 204.40. RIMS TO BE NON -SLIP WHEN LOCATED WITHIN WALKWAYS. 4. SEE BT120-CPP101-107 SHEETS FOR PAVING PLANS. 5. SEE BT120-UCP101-205 SHEETS FOR EXISTING STORM STRUCTURES/PIPES REMOVAL, AND UTILITIES PLANS. 6. EXISTING FACILITIES TO BE PROTECTED -IN -PLACE UNLESS OTHERWISE NOTED. 7. FOR PROPOSED IMPROVEMENTS NOT SHOWN, SEE PAVING, TRAFFIC, AND UTILITY SHEETS. 8. USE WSDOT STANDARD SPECIFICATIONS UNLESS OTHERWISE NOTED. OINSTALL 3' WIDE CONCRETE VALLEY GUTTER. SEE DWG. BT120-CRD123 FOR DETAILS. id9 REMOVE SECTION OF EXISTING 12-INCH STORM \ DRAIN PIPE PER SPECIAL PROVISIONS 2-02. INSTALL CATCH BASIN TYPE 2 PER COR STD PLAN 201.00, WITH STORM ROUND FRAME AND COVER PER COR STD PLAN 204.50. CONNECT EXISTING 12-INCH STORM DRAIN PIPE (NW) TO THE NEW CATCH BASIN PER SPECIAL PROVISIONS 7-05. PIPE INVERTS TO B V R FI D N FIE D Y TH-11 O T A TOR. 1 9. PVC PIPE MATERIAL SHALL NOT BE USED FOR STORM SD 16 INSTALL BIOFILTRATION SYSTEM TYPE B UNIT. SEE PDWG. BT120-CDD502 FOR DETAILS AND SPECIAL PIPE SPANS WITH 3 FEET OF COVER OR LESS. PROVISIONS 7-05. 10. ALL STRUCTURES SHALL BE HS 20 LOAD RATED UNLESS OTHERWISE NOTED. SEE CDD DETAIL SHEETS FOR DESIGNED BY: S. SRIDHARAN DRAWN BY: H. ONG CHECKED BY: 1 06/13/2025 SS RP SS ADDENDUM #1 R. PARISH 0 12/10/2024 SS RP SS ISSUED FOR BID APPROVED BY: No. DATE DSN CHK APP REVISION S. SRIDHARAN KEY NOTES: 28 REMOVE EXISTING SDMH PER SPECIAL PROVISIONS 2-02 AND INSTALL NEW CATCH BASIN TYPE 2 PER COR STD PLAN 201.00, WITH STORM ROUND FRAME AND COVER (PUBLIC) PER COR STD PLAN 204.50. RIMS TO BE NON -SLIP WHEN LOCATED WITHIN WALKWAYS. CONNECT EXISTING PIPES (2) TO THE NEW CATCH BASIN PER SPECIAL PROVISIONS 7-05. 38 INSTALL CATCH BASIN TYPE 1 L PER COR STD PLAN 200.10, WITH OPEN CURB FACE FRAME AND GRATE PER COR STD PLAN 203.00. 45 STRUCTURE FRAME AND COVER MEET AASHTO LOAD RATING HS-30. #_ SUBMITTED BY: 6-9-2025 R. PARGAS 1 4bf BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH SCALE: "=20' J1 - Q U FILENAME: !�2 c/) w S1-BT120-CDP102-106 J U_ SovN�T�Nsir CONTRACT No.: ,11 RTA/CN 0205-24 DATE: DATE: 12/10/2024 12/10/2024 DRAINAGE STRUCTURE TABLE STRUCTURE STRUCTURE DETAILS PIPES IN PIPES OUT CB TYPE 1 106-12 STA. 402+12.34 (43.40', LT) IE 22.95 (SW) RIM 25.16 CB TYPE 1 106-20 STA. 403+66.40 (25.17', LT) IE 21.82 (N) IE 21.82 (S) RIM 26.59 CB TYPE 1 L 106-21 STA. 404+25.20 (19.96', LT) IE 22.13 (W) IE 22.13 (S) RIM 26.16 CB TYPE 1 IE 22.45 (N) 106-28 STA. 618+06.16 (18.15', RT) IE 22.45 (E) IE 22.45 (W) RIM 26.79 CB TYPE 1 106-29 STA. 517+76.74 (14.17', LT) IE 22.95 (E) IE 22.95 (S) RIM 26.60 CB TYPE 2-48" 106-30 STA. 517+92.65 (29.50', LT) IE 22.33 (W) IE 22.33 (E) RIM 27.11 CB TYPE 2 60" 106-38 STA. 402+31.01 (24.01', LT) IE 19.30 (E) IE 19.20 (W) EX RIM 25.56 CB TYPE 2-48" IE 19.35 (E) EX 106-39 STA. 402+35.01 (15.66', LT) IE 20.35 (N) IE 19.35 (W) RIM 25.10 CB TYPE 1 106-54 STA. 518+06.45 (14.25', LT) IE 23.10 (W) RIM 26.36 CB TYPE 1 L 106-55 STA. 401+61.94 (39.32', LT) IE 22.77 (NE) IE 22.77 (W) RIM 25.45 CB TYPE 1 106-56 STA. 618+36.25 (18.17', RT) IE 22.93 (W) RIM 26.20 CB TYPE 1 106-57 STA. 402+20.73 (26.24', LT) IE 21.80 (E) RIM 25.02 CB TYPE 1 L 106-58 STA. 402+38.14 (16.73', RT) IE 21.40 (W) IE 21.40 (S) RIM 24.99 1 CB TYPE 2-48" 106-59 STA. 402+30.25 (35.18', RT) IE 20.90 (W) IE 20.90 (SE)EX RIM 25.67 TYPE B UNIT FIL-6 STA SEE BT120-CDD502 IE 21.14 (N) IE 21.08 (E) RIM 25.69 1 l UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT1 20-RPP201 -BT1 20-RPP205 KEY MAP R-4332143 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 CIVIL DRAINAGE PLAN LAKE STA 401 +50 TO LAKE STA 405+50 DEVELOPMENT ENGINEERING msippo 11 /25/2025 DRAWING No.: BT120-CDP106 FACILITY ID: BT120 SHEET No.: REV: 167 1 C'7 N T N N CU H H N d C'7 C'7 N O O O N Q J N co Xrefs: xS1-BT120-VRX xS 1-BT120-CD N xS1-BTP120-CD xS1-BTP120-CP xBRT-CUD05-T xS1-BTP120-GZ xS1-BTP120-CA Q xS1-BTP120-VS 1 1 xS1-BT120-CGP xS 1-BT120-CM P xS1-BT120-APP GB-SEAL-SS56324 xS 1-BT120-SG P301 xS1-BT120-RPP001 xS1-BT120-CZN002 xS1-BT120-CZN003 ®R L0 0 N 0 N 0 U 0 N m MATCHLINE: NOT USED THIS SERIES 9LF 12" SD @ 0.45% 9LF 8" SD @ 0.45% DRAINAGE STRUCTURE TABLE STRUCTURE STRUCTURE DETAILS PIPES IN PIPES OUT EX. CB EX. 201-03 STA. 207+17.80 (48.82', RT) IE 20.50 (NE)EX IE 20.60 (SW)EX RIM 23.61 EX. CB EX. 201-05 STA. 610+50.56 (23.30', RT) IE 20.30 (NE) EX IE 20.40 (SW) EX RIM 23.39 TYPE D UNIT MWS - 67 STA SEE BT120-CDD504 IE 21.10 (NE) IE 20.55 (SW) RIM 24.30 TYPE D UNIT MWS 68 STA SEE BT120-CDD504 IE 21.31 (SE) IE 20.56 (NE) RIM 24.50 co N co It 0 0 0 z J z O z m 0 co Y c� U) U m Y U m -o Q¢ N (� o z Y A U-)� 1 04 c1 0 o U No. KEY NOTES: 1O INSTALL CATCH BASIN TYPE 1 PER COR STD PLAN 200.00, WITH RECTANGULAR FRAME AND VANED GRATE PER COR STD PLANS 204.00 AND 204.20, RESPECTIVELY. OCONNECT TO EXISTING CATCH BASIN. OINSTALL CATCH BASIN TYPE 2 PER COR STD PLAN 201.00, WITH STORM ROUND FRAME AND COVER (PRIVATE) PER COR STD PLAN 204.40. RIMS TO BE NON -SLIP WHEN LOCATED WITHIN WALKWAYS. OINSTALL CATCH BASIN TYPE 2 PER COR STD PLAN 201.00, WITH FRAME AND VANED GRATE PER COR STD PLANS 204.00 AND 204.20, RESPECTIVELY. OINSTALL CATCH BASIN TYPE 1 PER COR STD PLAN 200.00, WITH OPEN CURB FACE FRAME AND GRATE PER COR STD PLAN 203.00. 10/24/2025 SS SS COR PERMIT REVISION - CNWD#001 06/13/2025 SS tRP SS ADDENDUM #1 12/10/2024 SS SS ISSUED FOR BID DATE DSN CHK APP REVISION MATCHLINE: SEE DWG BT120-CDP203 KEY NOTES: OINSTALL 3' WIDE CONCRETE VALLEY GUTTER. SEE DWG. BT120-CRD123 FOR DETAILS. O20 REMOVE EXISTING OPEN CURB FACE FRAME AND GRATE AND INSTALL RECTANGULAR FRAME AND SOLID METAL COVER PER COR STD PLANS 204.00 AND 204.10 RESPECTIVELY. 21 ADJUST RIM TO GRADE. 24 INSTALL BIOFILTRATION SYSTEM TYPE D UNIT. SEE DWG. BT120-CDD504 FOR DETAILS AND SPECIAL PROVISIONS 7-05. 25 INSTALL 6-INCH CLEANOUTS PER COR STD PLAN 226.00. 31 INSTALL CATCH BASIN TYPE 1 PER COR STD PLAN 200.00, WITH RECTANGULAR FRAME AND RECTANGULAR SOLID METAL COVER PER COR STD PLANS 204.00 AND 204.10, RESPECTIVELY. 33 INSTALL 6-INCH PVC 22-1/20 HORIZONTAL BEND. 37 INSTALL ROOF DOWNSPOUT CONNECTIONS. SEE DETAIL 1, SHEET BT120-AED903. 38 INSTALL CATCH BASIN TYPE 1 L PER COR STD PLAN 200.10, WITH OPEN CURB FACE FRAME AND GRATE PER COR STD PLAN 203.00. 39 INSTALL CATCH BASIN TYPE 1 L PER COR STD PLAN 200.10, WITH RECTANGULAR FRAME AND RECTANGULAR SOLID METAL COVER PER COR STD PLANS 204.00 AND 204.10, RESPECTIVELY. DESIGNED BY: S. SRIDHARAN DRAWN BY: H. ONG CHECKED BY: R. PARISH APPROVED BY: S. SRIDHARAN SUBMITTED BY: 10-24-2025 R. PARGAS UPDATES TO ROW ANDS SEWER SEE SHEETS BT120-RPP104 BT1 20-RPP201 -BT1 20-RPP205 BT 120-U S P 102, BT 120-U S P 104 BT120-USP201-USP202 BT120-USP204-USP205 GENERAL NOTES: 1. SEE BT120-CDD501-504 SHEETS FOR DRAINAGE DETAILS. 2. SEE BT120-CRY101-105 SHEETS FOR TYPICAL ROADWAY SECTIONS. 3. SEE BT120-CSP101-107 SHEETS FOR SITE PREPARATION PLANS. 4. SEE BT120-CPP101-107 SHEETS FOR PAVING PLANS. 5. SEE BT120-UCP101-205 SHEETS FOR EXISTING STORM STRUCTURES/PIPES REMOVAL, AND UTILITIES PLANS. 6. EXISTING FACILITIES TO BE PROTECTED -IN -PLACE UNLESS OTHERWISE NOTED. 7. FOR PROPOSED IMPROVEMENTS NOT SHOWN, SEE PAVING, TRAFFIC, AND UTILITY SHEETS. 8. USE WSDOT STANDARD SPECIFICATIONS UNLESS OTHERWISE NOTED. 9. PVC PIPE MATERIAL SHALL NOT BE USED FOR STORM SD PIPE SPANS WITH 3 FEET OF COVER OR LESS. 10. ALL STRUCTURES SHALL BE HS 20 LOAD RATED UNLESS OTHERWISE NOTED. SEE CDD DETAIL SHEETS FOR PROPRIETARY BMP LOADING CONSIDERATIONS Sr)?IDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 1 J. ALTCHECH N N W V ? N = F- 0 m Q � � Q W W cn 20 10 0 20 40 SCALE IN FEET KEY MAP DEVELOPMENT ENGINEERING �I R-4332144 msippo 11 /25/2025 SCALE: I 1 "=20' Q Lu TQ FILENAME: U V=mw U) Cf) w J S1-BT120-CDP201-205 J LL SouNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: DATE: 12/10/2024 12/10/2024 DRAINAGE STRUCTURE TABLE STRUCTURE STRUCTURE DETAILS PIPES IN PIPES OUT CB TYPE 1 IE 22.52 (SE) 201-04 STA. 612+68.36 (14.17', RT) IE 22.52 (NE) IE 22.52 (NW) RIM 26.02 CB TYPE 1 201-06 STA. 513+69.38 (17.91', LT) IE 23.88 (W) RIM 27.26 CB TYPE 1 201-07 STA. 613+29.00 (14.17', RT) IE 24.00 (NE) IE 23.00 (NW) RIM 26.81 CB TYPE 1 201-08 STA. 512+32.15 (14.17', LT) IE 23.31 (SE) RIM 25.55 CB TYPE 2-48" IE 21.90 (S) 201-09 STA. 611+56.79 (39.50', RT) IE 21.90 (SE) IE 21.90 (W) RIM 24.91 CB TYPE 1 L IE 22.48 (SW) 201-10 STA. 612+57.15 (40.33', RT) IE 22.48 (SE) IE 22.48 (NW) RIM 26.23 CB TYPE 1 L 201-16 STA. 610+85.64 (14.17', RT) IE 21.14 (N) EX IE 21.14 (SW) RIM 23.67 IE 21.14 (W) CB TYPE 1 IE 20.34 (NE) 201-18 STA. 610+50.24 (37.16', RT) IE 20.34 (SE) IE 20.34 (SW) RIM 23.47 CB TYPE 1 201-27 STA. 510+92.12 (18.60', LT) IE 22.10 (SW) RIM 23.83 CB TYPE 2-48" IE 20.52 (NE) 201-31 STA. 610+85.64 (36.74', RT) IE 20.52 (SW) IE 20.52 (NW) RIM 24.46 CB TYPE 2-48" 201-35 STA. 610+83.36 (18.78', LT) IE 21.48 (NE) IE 21.48 (S) RIM 24.15 CB TYPE 1 201-42 STA. 512+15.28 (35.28', LT) IE 22.85 (E) IE 22.57 (NW) RIM 26.16 CB TYPE 2-48" IE 21.39 (SW) 201-48 STA. 611+11.71 (45.00', RT) IE 21.39 (E) IE 21.39 (NW) RIM 24.86 CB TYPE 1 IE 21.50 (SE) 201-53 STA. 611+34.27 (14.17', RT) IE 22.00 (NE) IE 21.50 (NW) RIM 24.28 CB TYPE 1 IE 23.00 (E) 201-54 STA. 512+67.24 (14.51', LT) IE 23.00 (NW) IE 23.00 (SW)EX RIM 26.00 CB TYPE 1 IE 20.30 (SE) 201-58 STA. 206+22.56 (48.66', RT) IE 20.30 (NE) IE 20.30 (SW) RIM 23.51 CB TYPE 2-48" 201-59 STA. 610+60.72 (15.13', RT) IE 21.61 (W) IE 21.61 (E) RIM 23.48 CB TYPE 1 201-60 STA. 610+55.17 (18.60', RT) IE 21.73 (E) RIM 23.46 CB TYPE 2-48" 201-79 STA. 613+22.21 (39.50', RT) IE 22.81 (SE) IE 22.81 (NW) RIM 27.06 CB TYPE 1 L 201-84 STA. 511+06.14 (35.66', LT) IE 21.72 (SE) IE 21.72 (W) RIM 24.68 CB TYPE 1 IE 20.60 (E) 201-85 STA. 610+62.37 (83.87', LT) IE 20.60 (NE)EX IE 20.60 (SW) EX RIM 23.77 EX. CB IE 21.20 (W) EX. 201-01 STA. 610+68.36 (120.05', LT) IE 20.70 (NE)EX IE 20.70 (SW) EX RIM 24.00 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 CIVIL DRAINAGE PLAN S RENTON TRANSIT CENTER F9:_ I ► ►• BT120-CDP201 FACILITY ID: BT120 SHEET No.: REV: 168 A N T N O O N CU co co N O O N Q J Ap Xrefs: M xS1-BT120-VRX xS1-BT120-CDN xS1-BTP120-CD xS1-BTP120-CP xBRT-CUD05-T xS1-BTP120-GZ xS1-BTP120-CA 0 xS1-BTP120-VS 1 1 xS1-BT120-CGP xS1-BT120-CMP I- xS1-BT120-APP GB-SEAL-SS56324 xS1-BT120-SGP301 xS1-BT120-RPP001 xS1-BT120-CZN002 xS1-BT120-CZN003 0 LO 0 N 0 N 0 U 0 N m 0 N m 0 0 0 CD z i= J Z) U) z O z 0 m O U) Q 0W = .6 U) m Y I Q co U) m _o �a O Z 0, A O 1 L N N 0 o U No I I m I� m o I O I m 1 so I I ----------------------------------------------------------------------------o---------------I---------------r-------fl------r ------------ - Q n� --in a 0-----w�-e-�-----W-----w- W----W----W m I I I I \ ( I I I m I 122 QSo 1 0 5.5' CLEF m o I I I ----- _--- ,?IQi I 45 14 202-80 o7 o 0 02BLRD X I I m i I O I 1 m IIIII 42 i I 'P --- SID I m I I I W I I � I I to N TIC 515+00 N TIC 516+00 m I N TC 517+00 Q�V i N TIC 514+00 I o 29 I j a �' � L-� FQ �I I I o V W L) Z �V 1 -� 37 x I\FE: 1 m I j? o I O N i I 37 37 37 37 37 OI 1 m I J 2� mI2„DR I O -0 o I 1 O�. �� oM �� o� �� coo coo m mCOOCfl N C0 C0 CO C0 ti C0 N Q0 N Q0 o x O C rr LL N LL CO LL LL LL 00 LL N LL LL N mJ J J J J J N J J mI I I m @ m @ m @ � @ m @ m @ � @ � @ I I W -� _ I 4vn 24LF6"DI 24LF6"SD 24LF6"SD 24LF6"SD 24LF6"SD 24LF6"DI 24LF6"DI W I I m o I O I U) 25 CO 8 @ 2.00% @ 2.00% @ 2.00% @ 2.00% @ 2.00% @ 2.00% @ 2.00% a m ti� I "' 1 g 1 c -- 25 CO 9 - I Li o I i o -I- I -- 25 Coll ---- ---•202-82- - -� L- ---------1- ----- --- ------------ --- I M---------- 00 --- 4 ---"S TIC 616+00"- CO 14 25 I- o S TIC 617+00 -1-------1---------- -'S TIC 61 I 25 Colo v v ' v(�XO12 25 CO 13 I m ° I O -------------------------- _ @ 0 ____12 LF 12 SD .81 /o FIL-10 ------ ---- - --- -------------- - ------ ------ - ------ 157LF12"DI@0.74% 32 LF 6" DI @ 1.71 % A I I m i m _ ❑ __ 94 LF 12" SD @ 0.53 0 1 202-26 38 ��_� 142 LF 12" SD @ 1.22% ,- 202-24 I~ 1 I 45 3 m i ;:F _ 8 �o i i I m ��22 LF 12" DI@0.54/O� FIL-97 20-61 34 40LF12"SD@1.74% � 1 Iff MATCHLINE: SEE DWG BT120-CDP204 GENERAL NOTES: KEY NOTES: 1. SEE BT120-CDD501-504 SHEETS FOR DRAINAGE DETAILS. 1O INSTALL CATCH BASIN TYPE 1 PER COR STD PLAN 200.00, WITH RECTANGULAR FRAME AND VANED 2. SEE BT120-CRY101-105 SHEETS FOR TYPICAL ROADWAY GRATE PER COR STD PLANS 204.00 AND 204.20, SECTIONS. RESPECTIVELY. 3. SEE BT120-CSP101-107 SHEETS FOR SITE PREPARATION PLANS. 4. SEE BT120-CPP101-107 SHEETS FOR PAVING PLANS. 5. SEE BT120-UCP101-205 SHEETS FOR EXISTING STORM STRUCTURES/PIPES REMOVAL, AND UTILITIES PLANS. 6. EXISTING FACILITIES TO BE PROTECTED -IN -PLACE UNLESS OTHERWISE NOTED. 7. FOR PROPOSED IMPROVEMENTS NOT SHOWN, SEE PAVING, TRAFFIC, AND UTILITY SHEETS. 8. USE WSDOT STANDARD SPECIFICATIONS UNLESS OTHERWISE NOTED. 9. PVC PIPE MATERIAL SHALL NOT BE USED FOR STORM SD PIPE SPANS WITH 3 FEET OF COVER OR LESS. 10. ALL STRUCTURES SHALL BE HS 20 LOAD RATED UNLESS OTHERWISE NOTED. SEE CDD DETAIL SHEETS FOR PROPRIETARY BMP LOADING CONSIDERATIONS 10/24/2025 SS RP SS COR PERMIT REVISION - CNWD#001 06/13/2025 SS RP SS ADDENDUM #1 12/10/2024 SS RP SS ISSUED FOR BID DATE DSN CHK APP REVISION O3 INSTALL CATCH BASIN TYPE 2 PER COR STD PLAN 201.00, WITH STORM ROUND FRAME AND COVER (PRIVATE) PER COR STD PLAN 204.40. RIMS TO BE NON -SLIP WHEN LOCATED WITHIN WALKWAYS. 14 REMOVE SECTION OF EXISTING 12-INCH STORM DRAIN PIPE PER SPECIAL PROVISIONS 2-02. INSTALL CATCH BASIN TYPE 2 PER COR STD PLAN 201.00, WITH STORM ROUND FRAME AND COVER PER COR STD PLAN 204.50. CONNECT EXISTING 12-INCH STORM DRAIN PIPE (NW) TO THE NEW CATCH BASIN PER SPECIAL PROVISIONS 7-05. PIPE INVERTS TO BE VERIFIED IN FIELD BY THE CONTRACTOR. 22 EXISTING SD PIPE TO REMAIN. 25 INSTALL 6-INCH CLEANOUTS PER COR STD PLAN 226.00. 34 INSTALL BIOFILTRATION SYSTEM TYPE C UNIT. SEE DWG. BT120-CDD503 FOR DETAILS AND SPECIAL PROVISIONS 7-05. 37 INSTALL ROOF DOWNSPOUT CONNECTIONS. SEE DETAIL 1, SHEET BT120-AED903. 38 INSTALL CATCH BASIN TYPE 1 L PER COR STD PLAN 200.10, WITH OPEN CURB FACE FRAME AND GRATE PER COR STD PLAN 203.00. 45 STRUCTURE FRAME AND COVER MEET AASHTO LOAD RATING HS-30. DESIGNED BY: S. SRIDHARAN 4�oF SRS��9�' DRAWN BY: H. ONG co CHECKED BY: R. PARISH 5 W cI ONAL APPROVED BY: SUBMITTED BY: S. SRIDHARAN 10-24-2025 R. PARGAS BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 1 J. ALTCHECH DRAINAGE STRUCTURE TABLE STRUCTURE STRUCTURE DETAILS PIPES IN PIPES OUT CB TYPE 2-48" IE 21.50 (W) 202-24 STA. 617+00.05 (19.00', RT) IE 21.50 (E) IE 21.50 (S) RIM 28.24 CB TYPE 1 L 202-26 STA. 614+05.23 (22.11', RT) IE 24.47 (S) IE 24.47 (E) RIM 27.60 CB TYPE 1 IE 24.59 (S) 202-61 STA. 614+06.17 (44.41', RT) IE 25.09 (NW) IE 24.59 (N) RIM 27.56 CB TYPE 2-48" 202-80 STA. 517+50.29 (29.50', LT) IE 22.55 (NW)EX IE 22.55 (E) RIM 27.67 CB TYPE 2-48" IE 24.59 (N) 202-82 STA. 615+58.31 (13.50', LT) IE 24.61 (W) IE 24.10 (S) RIM 30.18 IE 27.34 (E) TYPE C UNIT IE 23.30 (W) FIL-8 STA. 615+57.82 (19.47', RT) IE 23.55 (N) IE 23.23 (E) RIM 29.53 TYPE C UNIT FIL-9 STA. 616+47.51 (44.60', RT) IE 25.66 (S) IE 23.00 (E) RIM 29.02 TYPE C UNIT FIL-10 STA. 617+12.41 (18.43', RT) IE 21.95 (E) IE 21.60 (W) RIM 28.09 SCALE: 1 "=20' Q Lu J FILENAME: " Q U) U) w J S1-BT120-CDP201-205 z SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: DATE: 12/10/2024 12/10/2024 UPDATES TO ROW ANDS SEWER SEE SHEETS BT120-RPP104 BT120-RPP201-BT120-RPP205 BT120-USP102,BT120-USP104 BT120-USP201-USP202 BT120-USP204-USP205 20 10 0 20 40 KEY MAP SCALE IN FEET DEVELOPMENT ENGINEERING msippo 11 /25/2025 R-4332145 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER BT120-CDP202 BT105 FACILITY ID: CIVIL BT120 SHEET No.: REV: DRAINAGE PLAN S RENTON TRANSIT CENTER 169 A C'7 N T O N CU co co O O N Q J N Xrefs: co xS1-BT120-VRX xS 1-BT120-CD N xS1-BTP120-CD xS1-BTP120-CP xBRT-CUD05-T xS1-BTP120-GZ xS1-BTP120-CA Q xS1-BTP120-VS 1 1 xS1-BT120-CGP xS 1-BT120-CM P xS 1-BT120-APP GB-SEAL-SS56324 xS 1-BT120-SG P301 xS1-BT120-RPP001 xS1-BT120-CZN002 xS1-BT120-CZN003 ®R LO 0 N 0 N o- r) 0 N m U) 0 N co It 0 0 O C� z J Z) U) z 0 z O m U 0 _ U) Y Q (D `� = W m Y Q co U) co _o �a T� VJ coco- Y O LO > N cli N a_ o U W GENERAL NOTES: MATCHLINE: SEE DWG BT120-CDP201 �Q. MATCHLINE: SEE DWG BT120-CDP205 KEY NOTES: KEY NOTES: 1. SEE BT120-CDD501-504 SHEETS FOR DRAINAGE DETAILS 2. SEE BT120-CRY101-105 SHEETS FOR TYPICAL ROADWAY SECTIONS. 3. SEE BT120-CSP101-107 SHEETS FOR SITE PREPARATION PLANS. 4. SEE BT120-CPP101-107 SHEETS FOR PAVING PLANS. 5. SEE BT120-UCP101-205 SHEETS FOR EXISTING STORM STRUCTURES/PIPES REMOVAL, AND UTILITIES PLANS. 6. EXISTING FACILITIES TO BE PROTECTED -IN -PLACE UNLESS OTHERWISE NOTED. 7. FOR PROPOSED IMPROVEMENTS NOT SHOWN, SEE PAVING, TRAFFIC, AND UTILITY SHEETS. O INSLL TACATCH BASIN TYPE 2 PER COR STD PLAN 9 21 ADJUST RIM TO GRADE. 10. ALL STRUCTURES SHALL BE HS 20 LOAD RATED UNLESS OTHERWISE NOTED. SEE CDD DETAIL SHEETS FOR 22 EXISTING SD PIPE TO REMAIN. PROPRIETARY BMP LOADING CONSIDERATIONS 1O INSTALL CATCH BASIN TYPE 1 PER COR STD PLAN 200.00, WITH RECTANGULAR FRAME AND VANED GRATE PER COR STD PLANS 204.00 AND 204.20, RESPECTIVELY. OINSTALL CATCH BASIN TYPE 2 PER COR STD PLAN 201.00, WITH STORM ROUND FRAME AND COVER (PRIVATE) PER COR STD PLAN 204.40. RIMS TO BE NON -SLIP WHEN LOCATED WITHIN WALKWAYS. OINSTALL CATCH BASIN TYPE 2 PER COR STD PLAN 201.00, WITH FRAME AND VANED GRATE PER COR STD PLANS 204.00 AND 204.20, RESPECTIVELY. OINSTALL 3' WIDE CONCRETE VALLEY GUTTER. SEE DWG. BT120-CRD123 FOR DETAILS. 8. USE WSDOT STANDARD SPECIFICATIONS UNLESS OTHERWISE NOTED. 9. PVC PIPE MATERIAL SHALL NOT BE USED FOR STORM SD PIPE SPANS WITH 3 FEET OF COVER OR LESS. 201.00, WITH STORM ROUND FRAME AND COVER PER COR STD PLAN 204.50. CONNECT EXISTING 30-INCH STORM DRAIN PIPES AND THE NEW 12-INCH PIPE(S) TO THE NEW CATCH BASIN PER SPECIAL PROVISIONS 7-05. DESIGNED BY: S. SRIDHARAN DRAWN BY: H. ONG A 10/24/2025 SS RP SS COR PERMIT REVISION - CNWD#001 CHECKED BY: R. PARISH 1 06/13/2025 SS RP SS ADDENDUM #1 0 12/10/2024 SS RP SS ISSUED FOR BID APPROVED BY: S. SRIDHARAN No. DATE DSN CHK APP REVISION Q SRIIIfI�r� Q4� OF jNASI�I `Yl \!F�`C, 25 INSTALL 6-INCH CLEANOUTS PER COR STD PLAN 226.00. 37 INSTALL ROOF DOWNSPOUT CONNECTIONS. SEE DETAIL 1, SHEET BT120-AED903. 38 INSTALL CATCH BASIN TYPE 1 L PER COR STD PLAN 200.10, WITH OPEN CURB FACE FRAME AND GRATE PER COR STD PLAN 203.00. 41 INSTALL BIOFILTRATION SYSTEM TYPE A UNIT. SEE DWG. BT120-CDD501 FOR DETAILS AND SPECIAL PROVISIONS 7-05. 46 SEE CDD507 FOR OIL DEBRIS HOOD INSTALLATION AND SPECIAL PROVISIONS 7-05. DRAINAGE STRUCTURE TABLE STRUCTURE STRUCTURE DETAILS PIPES IN PIPES OUT CB TYPE 1 IE 25.03 (S) 203-83 STA. 613+89.17 (125.10', RT) IE 25.53 (NW) IE 25.03 (NE) RIM 27.58 TYPE A UNIT FIL-1 STA SEE BT120-CDD501 IE 20.40 (NE) RIM 23.96 5 2 W O 0 W oNaL E� SUBMITTED BY: 10-24-2025 R. PARGAS Q JQ 45T)?IDE cn W J BRT General Engineering Consultant � LL DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH DRAINAGE STRUCTURE TABLE STRUCTURE STRUCTURE DETAILS PIPES IN PIPES OUT CB TYPE 1 L 203-11 STA. 612+50.48 (61.83', RT) IE 22.82 (SW) IE 22.82 (NE) RIM 26.58 CB TYPE 1 203-13 STA. 611+10.40 (94.60', RT) IE 21.65 (SW) IE 21.65 (NE) RIM 24.64 CB TYPE 1 203-14 STA. 204+79.77 (98.15', RT) IE 22.16 (S) IE 22.16 (NE) RIM 25.17 CB TYPE 2-48" 203-45 STA. 716+28.18 (79.73', RT) IE 21.35 (W) IE 21.35 (N) RIM 27.15 CB TYPE 2-60" IE 19.53 (E) EX 203-46 STA. 716+11.09 (58.49', RT) IE 21.03 (S) IE 19.53 (W) EX RIM 27.18 CB TYPE 1 203-57 STA. 612+49.06 (116.59', RT) IE 23.10 (NE) RIM 27.62 CB TYPE 1 IE 22.51 (S) 203-62 STA. 204+38.56 (97.20', RT) IE 22.51 (W) IE 22.51 (N) RIM 25.53 CB TYPE 1 203-63 STA. 203+87.58 (101.24', RT) IE 22.80 (S) IE 22.80 (N) RIM 25.82 CB TYPE 1 203-64 STA. 204+38.47 (64.42', RT) IE 22.80 (E) RIM 25.03 CB TYPE 2-48" 203-65 STA. 613+57.39 (66.58', RT) IE 23.03 (SW) IE 23.03 (NW) RIM 27.40 CB TYPE 1 203-71 STA. 613+53.93 (165.92', RT) IE 23.53 (NE) RIM 26.95 CB TYPE 1 L 203-72 STA. 153+96.92 (214.14', LT) IE 23.62 (NE) IE 23.62 (S) RIM 26.92 CB TYPE 2-48" 203-73 STA. 611+73.45 (62.25', RT) IE 22.05 (N) RIM 25.25 CB TYPE 1 203-74 STA. 613+70.81 (183.62', RT) IE 23.85 (SW) RIM 26.98 CB TYPE 1 IE 25.67 (NW) 203-82 STA. 613+92.30 (151.92', RT) IE 25.67 (SW) IE 25.17 (N) RIM 27.52 SCALE: m V=-.. 1 1 "=20' FILENAME: S1-BT120-CDP201-205 SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: DATE: 12/10/2024 12/10/2024 UPDATES TO ROW ANDS SEWER SEE SHEETS BT120-RPP104 BT1 20-RPP201 -BT1 20-RPP205 BT 120-U S P 102, BT 120-U S P 104 BT120-USP201-USP202 BT120-USP204-USP205 20 10 0 20 40 KEY MAP s SCALE IN FEET DEVELOPMENT ENGINEERING � AW"bk msippo 11 /25/2025 R-4332146 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER BT120-CDP203 BT105 FACILITY ID: CIVIL BT120 SHEET No.: REV: DRAINAGE PLAN S RENTON TRANSIT CENTER 170 A N T N O O N CU co O O O Q J N co Xrefs: co xS1-BT120-VRX xS1-BT120-CDN xS1-BTP120-CD xS1-BTP120-CP xBRT-CUD05-T xS1-BTP120-GZ xS1-BTP120-CA 0 xS1-BTP120-VS 1 1 xS1-BT120-CGP xS1-BT120-CM xS 1-BT 120-APP GB-SEAL-SS56324 xS1-BT120-SGP301 xS1-BT120-RPP001 xS1-BT120-CZN002 xS1-BT120-CZN003 FFQ Mq e77 CQp N ?0S O N 0 U 0 N_ H m 0 N 0 0 O z J Z) z O U z O m W 0 U) Y Q U � m Y I Q 00 W m _o �a !1 z Y A O 1 LO N CN 0 o U No �cN`,NE;pp1o4 tax 8-f12o C SEE pW KEY NOTES: 1O INSTALL CATCH BASIN TYPE 1 PER COR STD PLAN 200.00, WITH RECTANGULAR FRAME AND VANED GRATE PER COR STD PLANS 204.00 AND 204.20, RESPECTIVELY. OINSTALL CATCH BASIN TYPE 2 PER COR STD PLAN 201.00, WITH STORM ROUND FRAME AND COVER (PRIVATE) PER COR STD PLAN 204.40. RIMS TO BE NON -SLIP WHEN LOCATED WITHIN WALKWAYS. 10 INSTALL CATCH BASIN TYPE 2 PER COR STD PLAN 201.00, WITH STORM ROUND FRAME AND COVER PER COR STD PLAN 204.50. CONNECT EXISTING 27-INCH STORM DRAIN PIPE (E) AND ALL NEW PIPES TO THE NEW CATCH BASIN PER SPECIAL PROVISIONS 7-05. 22 EXISTING SD PIPE TO REMAIN. 24 INSTALL BIOFILTRATION SYSTEM TYPE D UNIT. SEE DWG. BT120-CDD504 FOR DETAILS AND SPECIAL PROVISIONS 7-05. 10/24/2025 SS RP SS COR PERMIT REVISION - CNWD#001 06/13/2025 SS RP SS ADDENDUM #1 12/10/2024 SS RP SS ISSUED FOR BID DATE DSN CHK APP REVISION DESIGNED BY: S. SRIDHARAN DRAWN BY: H. ONG CHECKED BY: R. PARISH APPROVED BY: S. SRIDHARAN MATCHLINE: SEE DWG BT120-CDP202 MA 8112o C SEE pW G KEY NOTES: 30 REMOVE EXISTING SDMH PER SPECIAL PROVISIONS 2-02 AND INSTALL CATCH BASIN TYPE 2 PER COR STD PLAN 201.00, WITH STORM ROUND FRAME AND COVER (PUBLIC) PER COR STD PLAN 204.50. CONNECT THE NEVI 27-INCH PIPE (NE) AND RECONNECT EXISTING 30-INCH PIPE (SW) TO THE NEW CATCH BASIN PER SPECIAL PROVISIONS 7-05. 37 INSTALL ROOF DOWNSPOUT CONNECTIONS. SEE DETAIL 1, SHEET BT120-AED903. 38 INSTALL CATCH BASIN TYPE 1 L PER COR STD PLAN 200.10, WITH OPEN CURB FACE FRAME AND GRATE PER COR STD PLAN 203.00. 40 REMOVE EXISTING SDMH PER SPECIAL PROVISIONS 2-02 AND INSTALL CATCH BASIN TYPE 2 PER COR STD PLAN 201.00, WITH STORM ROUND FRAME AND COVER (PUBLIC) PER COR STD PLAN 204.50. RECONNECT EXISTING 30-INCH PIPES (NE AND SW) TO THE NEW CATCH BASIN PER SPECIAL PROVISIONS 7-05. 45 STRUCTURE FRAME AND COVER MEET AASHTO LOAD RATING HS-30. �� of wa SFt J\ 0 sLSUBMITTED BY: 10-24-2025 R. PARGAS DRAINAGE STRUCTURE TABLE STRUCTURE STRUCTURE DETAILS PIPES IN PIPES OUT CB TYPE 1 204-39 STA. 721+20.51 (22.83', LT) IE 22.51 (SW) RIM 25.63 CB TYPE 1 204-41 STA. 616+30.05 (99.27', RT) IE 25.96 (N) RIM 28.98 CB TYPE 2-60" 204-43 STA. 717+81.13 (61.29', LT) IE 19.20 (E) IE 19.20 (SW)EX RIM 29.96 CB TYPE 2-60" 204-45 STA. 716+92.73 (3.97', LT) IE 19.10 (NE)EX IE 19.40 (W)EX RIM 28.33 CB TYPE 1 204-75 STA. 721+36.97 (11.17', LT) IE 22.81 (SE) RIM 25.55 TYPE D UNIT MWS-69 STA SEE BT120-CDD504 IE 21.87 (SE) IE 20.01 (NE) RIM 27.38 DATE: 12/10/2024 Q W .5r)?IDE U) U) W J BRT General Engineering Consultant J U_ SOUNDTRANSIT REVIEWED BY: J. ALTCHECH DATE: 12/10/2024 SCALE: 1 "=20' FILENAME: S1-BT120-CDP201-205 CONTRACT No.: RTA/CN 0205-24 DATE: 12/10/2024 GENERAL NOTES: 1. SEE BT120-CDD501-504 SHEETS FOR DRAINAGE DETAILS 2. SEE BT120-CRY101-105 SHEETS FOR TYPICAL ROADWAY SECTIONS. CO 0 a 3. SEE BT120-CSP101-107 SHEETS FOR SITE PREPARATION p PLANS. LLj U Z_ O 4. SEE BT120-CPP101-107 SHEETS FOR PAVING PLANS. J N _ 5. SEE BT120-UCP101-205 SHEETS FOR EXISTING STORM m STRUCTURES/PIPES REMOVAL, AND UTILITIES PLANS. 6. EXISTING FACILITIES TO BE PROTECTED -IN -PLACE p UNLESS OTHERWISE NOTED. W LV 7. FOR PROPOSED IMPROVEMENTS NOT SHOWN, SEE U) PAVING, TRAFFIC, AND UTILITY SHEETS. 8. USE WSDOT STANDARD SPECIFICATIONS UNLESS OTHERWISE NOTED. 9. PVC PIPE MATERIAL SHALL NOT BE USED FOR STORM SD PIPE SPANS WITH 3 FEET OF COVER OR LESS. 10. ALL STRUCTURES SHALL BE HS 20 LOAD RATED UNLESS OTHERWISE NOTED. SEE CDD DETAIL SHEETS FOR PROPRIETARY BMP LOADING CONSIDERATIONS DRAINAGE STRUCTURE TABLE STRUCTURE STRUCTURE DETAILS PIPES IN PIPES OUT CB TYPE 2-60" IE 19.91 (N) 204-02 STA. 720+56.43 (56.19', LT) IE 19.82 (SE) IE 19.40 (W) RIM 27.05 IE 19.40 (E)EX CB TYPE 2-48" 204-21 STA. 720+56.43 (47.28', LT) IE 19.87 (SW) IE 19.87 (NW) RIM 27.17 CB TYPE 2-48" IE 20.80 (N) 204-23 STA. 616+99.23 (59.11', RT) IE 20.80 (W) IE 20.80 (S) RIM 27.69 CB TYPE 1 IE 24.72 (SW) 204-27 STA. 614+03.21 (69.15', RT) IE 25.22 (NW) IE 24.72 (N) RIM 27.37 CB TYPE 1L IE 22.06 (SE) 204-32 STA. 720+36.97 (22.83', LT) IE 22.06 (NE) IE 22.06 (NW) RIM 26.71 CB TYPE 1L 204-33 STA. 720+40.85 (11.17', LT) IE 22.12 (SE) IE 22.12 (NW) RIM 26.85 CB TYPE 1L 204-34 STA. 720+49.15 (11.16', RT) IE 22.25 (NE) IE 22.25 (NW) RIM 26.75 CB TYPE 1L IE 22.69 (E) 204-35 STA. 721+37.65 (11.27', RT) IE 22.69 (NW) IE 22.69 (SW) RIM 25.55 IE 22.69 (SE) 20 10 0 20 40 SCALE IN FEET STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 CIVIL DRAINAGE PLAN S RENTON TRANSIT CENTER DEVELOPMENT ENGINEERING msippo 11 /25/2025 DRAWING No.: BT120-CDP204 FACILITY ID: BT120 SHEET No.: REV: 171 A co N T N O O N U co 0 0 N Q J N co Xrefs: xS1-BT120-VRX xS 1-BT120-CDN xS1-BTP120-CD xS1-BTP120-CP xBRT-CUD05-T xS1-BTP120-GZ xS1-BTP120-CA 0 xS1-BTP120-VS 1 1 xS1-BT120-CGP xS 1-BT120-CM P I- xS1-BT120-APP GB-SEAL-SS56324 xS 1-BT120-SG P301 xS1-BT120-RPP001 xS1-BT120-CZN002 xS1-BT120-CZN003 ®R LO 0 N 0 N 0 0 0 N_ H m 0 N 0 0 O c� z J Z) U) z 0 z O m O 0 U) a (D _ .6 cf) m W a m _o �a CL N 0 N z Y A O 1 N c' 0 N a_ o U No 10/24/2025 SS RP SS COR PERMIT REVISION - CNWD#001 06/13/2025 SS RP SS ADDENDUM #1 12/10/2024 SS RP SS ISSUED FOR BID DATE DSN CHK APP REVISION MATCHLINE: SEE DWG BT120-CDP203 DESIGNED BY: S. SRIDHARAN DRAWN BY: H. ONG CHECKED BY: R. PARISH APPROVED BY: S. SRIDHARAN [.FNIFRAI N nTFS- LCPV IvnTPQ- SEE BT120-CDD501-504 SHEETS FOR DRAINAGE DETAILS. O INSTALL CATCH BASIN TYPE 1 PER COR STD PLAN 200.00, WITH RECTANGULAR FRAME AND VANED GRATE SEE BT120-CRY101-105 SHEETS FOR TYPICAL ROADWAY PER COR STD PLANS 204.00 AND 204.20, RESPECTIVELY. SECTIONS. INSTALL CATCH BASIN TYPE 2 PER COR STD PLAN 201.00, 3. SEE BT120-CSP101-107 SHEETS FOR SITE PREPARATION O WITH STORM ROUND FRAME AND COVER (PRIVATE) PER PLANS. COR STD PLAN 204.40. RIMS TO BE NON -SLIP WHEN LOCATED WITHIN WALKWAYS. 4. SEE BT120-CPP101-107 SHEETS FOR PAVING PLANS. 5. SEE BT120-UCP101-205 SHEETS FOR EXISTING STORM STRUCTURES/PIPES REMOVAL, AND UTILITIES PLANS. 6. EXISTING FACILITIES TO BE PROTECTED -IN -PLACE UNLESS OTHERWISE NOTED. 7. FOR PROPOSED IMPROVEMENTS NOT SHOWN, SEE PAVING, TRAFFIC, AND UTILITY SHEETS. 8. USE WSDOT STANDARD SPECIFICATIONS UNLESS OTHERWISE NOTED. 21 ADJUST RIM TO GRADE. 22 EXISTING SD PIPE TO REMAIN. 27 SAWCUT AND REMOVE SECTION OF EXISTING 30-INCH STORM DRAIN PIPE. INSTALL CATCH BASIN TYPE 2 PER COR STD PLAN 201.00 WITH STORM ROUND FRAME AND COVER PER COR STD PLAN 204.50. CONNECT EXISTING 30-INCH STORM DRAIN PIPES (E&W) AND THE NEW 12-INCH PIPE (SE) TO THE NEW CATCH BASIN PER SPECIAL PROVISIONS 7-05. 9. PVC PIPE MATERIAL SHALL NOT BE USED FOR STORM SD O INSTALL CATCH BASIN TYPE 1 L PER COR STD PLAN PIPE SPANS WITH 3 FEET OF COVER OR LESS. 39 200.10, WITH RECTANGULAR FRAME AND RECTANGULAR SOLID METAL COVER PER COR STD PLANS 204.00 AND 10. ALL STRUCTURES SHALL BE HS 20 LOAD RATED UNLESS 204.10, RESPECTIVELY. OTHERWISE NOTED. SEE CDD DETAIL SHEETS FOR PROPRIETARY BMP LOADING CONSIDERATIONS SRIII WA SIyI`� \!F�`C, GO N !\ O 5 oNAL SUBMITTED BY: 10-24-2025 R. PARGAS INSTALL BIOFILTRATION SYSTEM TYPE A UNIT. SEE DWG. 41 BT120-CDD501 FOR DETAILS AND SPECIAL PROVISIONS 7-05. BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 1 J. ALTCHECH QUj JQ VJ vJ W J J SoUNDTRANSIT DATE: 12/10/2024 DRAINAGE STRUCTURE TABLE STRUCTURE STRUCTURE DETAILS PIPES IN PIPES OUT CB TYPE 1 205-49 STA. 202+59.88 (64.27', RT) IE 24.67 (E) RIM 27.69 CB TYPE 1 205-50 STA. 202+59.48 (83.08', RT) IE 24.57 (W) IE 24.57 (N) RIM 27.97 CB TYPE 2-48" 205-51 STA. 151+86.32 (126.40', LT) IE 21.29 (SE) IE 21.29 (N) RIM 29.15 CB TYPE 1L IE 22.43 (N) 205-76 STA. 716+11.15 (93.44', RT) IE 22.83 (E) IE 21.61 (E) RIM 26.61 CB TYPE 2-60" IE 21.00 (S) 205-77 STA. 151 +86.65 (183.35', LT) IE 19.79 (E) EX I E 19.79 (W) EX RIM 28.89 CB TYPE 1 205-78 STA. 203+19.47 (86.75', RT) IE 23.98 (S) IE 23.98 (N) RIM 27.00 TYPE A UNIT FIL -2 STA SEE BT120-CDD501 IE 23.01 (N) RIM 27.01 SCALE: 1 "=20' FILENAME: S1-BT120-CDP201-205 CONTRACT No.: RTA/CN 0205-24 DATE: 12/10/2024 UPDATES TO ROW ANDS SEWER SEE SHEETS BT120-RPP104 BT1 20-RPP201 -BT1 20-RPP205 BT 120-U S P 102, BT 120-U S P 104 BT120-USP201-USP202 BT120-USP204-USP205 20 10 0 20 40 KEY MAP SCALE IN FEET DEVELOPMENT ENGINEERING msippo 11 /25/2025 R-4332148 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER BT120-CDP205 BT105 FACILITY ID: CIVIL BT120 SHEET No.: REV: DRAINAGE PLAN S RENTON TRANSIT CENTER 172 A N T O O N CU LO 0) O 0 O T co 0 0 N Q J N Xrefs: cy) xBRT-CUD05-T co 40 X J W xS1-BT120-CDV GB-SEAL-SS56 p O co ^ O N W w O N `-' N 0 two �°' Y 0 ^ 35 m UUo + (0 � �Z0 � CO NNWW m U) N N 30 25 201 I 15 10L FINISHED GRADE @ PIPE EXISTING GROUND @ PIPE q ----1--------z--r-----_ 162 LF EX. 27" C NC @ 0.12% J w H X w J - - w J X.-. 1 0�N c ��� w� 40 O O ^ W N W O N Z O c� Q0 ^ W PROP ELECTRICAL w� CO o N w Y co O� o In Z CO w o 1 PROP ELECTRICAL o_ Q co w Q M C)� wY DUCTBANK 04 }Jti aa� M DUCTBANK ^ —^ J rn oNo I oN o 1 E 23.75 m ao m< m H m�� a'd'a'� LL PROP ELECT IE=23.56 U��MZ0 Uv�cM�z� + ^^"� DUCTBANK cYi ti 0.) ��O 35 W NUN�zzzp IE-24.02 �N Nww PROP ELECTRICAL 1 �04 O~Nww J O N NW W W W O d a —O O O H S —O O o ti `t DUCT BANK O NmCn�MM NmU)0�Cy) M CNC,4 IE=23.40 Nm(nM NM — — — — — — — — — — — — — — -- 11 --- ---- —-------- -------- --- Ll 232 LF 30" CONC @ 0.09% 102 LF EX. 30" CONC @ 0.10% 00 N 00 M co 1;T co O V) (0 C0 N N M f� C0 M M co Ln I` ti ti ti ti ti co co O O In V) O O O m 00 c0 c0 - Lf) Ln C0 6 I` ti ti ti ti ti ti ti ti ti ti ti 6 6 6 C0 6 6 I� 00 I_� I: ti ti ti ti ti 6 C0 N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N ~ X Lu o0� W c ^ � = y Ln W cn M 35 w Lin }Qo LMoa' W + -� -� UUmIE0 i O O � �`.-- N N W w W MM 30 c a O Co U) �O N O N W N U o LJ.I 25 Z m J U) V CN C 20 a M 2 0 0 O 15 U O Z J O CM M M It M M M U) N 0 N N 10 N N N U Z O m U) O C� U) Y U U _ U 06 Y m � Q cn U) m — O U a N (D Z_ Y N 1 06/13/2025 SS RP SS ADDENDUM #1 0 12/10/2024 SS RP SS ISSUED FOR BID o o U No. DATE DSN CHK APP REVISION FINISHED GRADE @ PIPE q EXISTING GROUND @ PIPE 210 LF EX. 30" CONC @ 0.12% coN 't co co co co N N N N N N N N 203-46 TO EX 205-04 SCALE 1"=20'H, 1"=5'V DESIGNED BY: S. SRIDHARAN DRAWN BY: H. ONG CHECKED BY: R. PARISH APPROVED BY: S. SRIDHARAN 106-38 TO EX 204-45 SCALE 1" = 20' H, 1" = 5' V � X ui X U .-, M w � _ co M w� mw 40 N ^^ 00 co W O _ 00 O� — N Z O M W a0U-) >_ " " ti 006' ,t M ^ o 0co �t �~ H�o m�+ �m^ N , LO OONNWW 6NO)Z0 1 o =- � 35 UU�00ZZ0 NN — ��� ti 04 cV w w W W m U) fl' � N O H 30 _ J I I 25 _ 0 85 L EX. 30" CONC @ 0.13% — — — _j I I I I I 1 20 #7 —� - Z N v O N N N N N N SUBMITTED BY: 6-9 2025 R. PARGAS 00 00 m N N N 40 30 25 20 15 ? 15 00 c0 c0 N O O 00 c0 C0 CO C0 uC Ln N I N N I N N I N J bo co w c m w � U Q Lo HLu J + 00 cc)) � co "t U*)O Ln _N N w O 0° FINISHED RADE w @ PIPE EXISTING GROUND @ PIPE 87 LF 12" SD @ 0.49% m O 0')O� � Z0 � N N N _ N N N N 10 10 0 Lii f- m O N N N N 105-52 TO EX. 105-03 SCALE 1"=20'H, 1"=5'V H W c? Z 40 LO O O W 00 Y N Q o N J + 00^� Uo f K 0 35 N�NWW m cn lY 30 — 25 II — 101 I I 20 u 15 - 10 11 30 m — W Lu 25 W Z 103 LF EX. 30" CONC 0.130% J V — — - - 20 a 1 ROP 8" SS 15 IE 16.23 :1 O O 00 00 r LP) It M co N N N I N N N N 104 0 1 40 FINISHED RADE @ PIPE q 35 EXISTING GROUND @ PIPE q I 30 l 25 l 20 55 LF 12" DI @ 0.72% ' OUTLET FROM SWALE IE 25.97 15 TO CENTRAL SWALE IE 25.59 in "1 N c0 c N N N N 10 CENTRAL SWALE SCALE 1"=20'H, 1"=5'V 151 10) V 20 10 0 20 40 5 2.5 0 5 10 SCALE IN FEET (HOR.) SCALE IN FEET (VERT.) EDEVELO:PIMENT ENGINEERING ; o 11 /25/2025 '�+ R-4332149 SCALE: DRAWING No.: STRIDE BUS RAPID TRANSIT W 1 -20 BT120-CDV201 SrJ?IDE FILENAME: SOUTH RENTON TRANSIT CENTER _j W S1-BT120-CDV201-207 BT105 FACILITY ID: J BRT General Engineering Consultant J " SOUNDTRANSIT CONTRACT No.: CIVIL BT120 RTA/CN 0205-24 SHEET No.: REV: DATE: REVIEWED BY: DATE: DATE: DRAINAGE PROFILE S RENTON TRANSIT CENTER 173 1 12/10/2024 1 J. ALTCHECH 12/10/2024 12/10/2024 N T 0 N CU 0) O O O T N o� co O O O N Q J N co Xrefs: co xBRT-CUD05-T xS1-BT120-CDV i GB-SEAL-SS56 0 0 w I- 1 ti 0 N i 0 N Q U 6 N m Cn O N CD M 0 Q 0 U d z H J U) z 0 U z ly- m U) 0 U� 0 0 U)j _ 06 U) m Y Q cl) U) m — 0 U Q Co (D o z Y 0 LO o (.0 U 35 30 25 1 20 � ^ J J 00 w^ U) I- .-. 80 m � o w W u)Z�� W 00 } N } U CO M N U m~ G ^ M N N ~ m (� + ^^N Q (n 0o N~ + Lo UUooZZzO U O U� ZO (0 � � ' co co N NW W w W co ' co ;I— " N Nw W Q < a N L L 0 = O �/ = = 0 O N COU) N CIS U) =0 H J m 00 w O 13- N 7 H N N m Z + MH UUp00=) NO O m U) LL 00 ------1--1-Ju--T— —1----a ---- PROP 12" W IE 18.12 15 33 LF 12" DI @ 1.03% 1 10 ti CD M N 62 LF 8" DI @ 1.00% co O ti N N 201-16 TO 201-27 00 ti w� z L wU) J U) w^z 35 4 w �`' z�LO Q N zLO w ?�� w �z� w �_ _ } CEO LIDLO04 > �N } Cfl N } N Lcq o m0 +0 ~ ~U) +0 ~ mU) co cq+ N~ conM ^N~ o � + ti � + ao � UUo�ZZO (0U�MZ0 VU�� ZZO vU�NzzO p' Co �-- p p' CD M , O CN Z 30 3 co N NW W W (n N Nw W N N W W_ U? N NW `W �- - - ����= - C) -w ��Q�-w EXISTING GROUND O H H— N= 00 O H H —N = N 00 00 00 Co 00 O H — N00U) � �CISU) Norco �00� N120U) O� @PIPECL FINISHED GRAD 25 3 @ PIPE CL 20 2 --- - FINISHED GRADE o 134 LF 12" SD @ 0.76% @ PIPE S 49LF12 DI@0. 4/0 EXISTING GROUND 0 6 0 @ PIPE � 15 2 LL—j- I - r - I 10LF18"DI@0.40% 12LF18"DI@0.26% 1 10 15 - co co 00 o co m - Nt o0 O O � co cli N 5 10I N N N N N I N N N i0 Co O Q0 O N N Jr',N 201-31 TO 201-07 SCALE 1"=20'H, 1"=5'V SCALE 1"=20'H, 1"=5'V O M N ^^Z W W WZ04 W } U Co N H 00 N (14 .-. m H U) O N N U U + N^^� 04 o Z Z 0 ' ONN co C.0 O W W W Om U LL T- r r ^z W z o 13- C M O U�ci��� Q 0o Z 0 OOCDN"W — o H N m c/) (Y (0 � ------------------------ 61 LF 12" SD @ 0.79% 0 O co N O co N N N in N N N 00 N co N N O co Ln O N N I N 40 35 30 25 20 — 15 in N N _ 10 � J .>. ^ .>. 0f 00 0 00co 00 O > - ^ 0') W (0 > 00 co ^ 40 O �1 I Ln Iwo `o �wZ I Ln wz � °Ln° ^Z Lr' Z 40 40 M v) wv) J�� ^ w ��ti ^z coo�� ^^�40 N cnW o N O U)U)o O (n(n00 N O C0 ' >� Cfl 00 ZN �QM Z^� NQ� > N 00 W(nco co co N Co co Ln N 0') > Ln Q Ln W ., M W C7� W � W ., a0 Co cn co W Lc� W ., a0 W} co W Y co W Y co W Y � 0-) O O O O Ln M 00 CV N Lu " O 13- co Ch Q_ T c`7 13- Q N N Ch Q U-) M a Q 00 LC) Q p CO CO C57 >- co m N } U� 0-) m N } U � �� N } U N 00 N W N MO M } U o) N } U 00 N } Q 0-) O N } J � � co CN } J � M N } J O Ln O� m(n+U-) ca })�^^~ m�� ^^H m�N ^H ��Lo N� m�+Ln� m�(14 co O+oOQ mrn0-) 00 +��N~ m�N ^~ m� Q Q + M Q + O Q Q + Ln Q + CO Q UU� O UU� O UU� O UU� O U�M Z VU� 0 35 35 UU� O UU n O UUco z0 UUco O UUCo z 035 p0 Z oZ Z N NZ Z oZ + p Q p p oZ CflZ pZ Z aopcfl� �pCO� 6 co Co �p(0 U� �� oo "pcfl o pr` oti Oti N NW W W O N NW W W EXISTING GROUND N NW W W ti N NW W Ln O t0 ti r- N NW ' ti N NW r` N NW W r` N NW W N NW W N NW W W Q �c� N o0 0 H 2_ @ PIPE Q _2- - Q _2- - _- �- �- �- - �- M �_- - M �_ - O H H N N W W M Q co Q M Q Q — Q Q N m Cn �� � N m Cn �cq N � I N m co �� � N m CO 1YN O H a �- O H H —CV O H H —N O H H —N N O H H -- Nm(n�NN Nm(n0� , N0000�� cg00U) � Nmw 00� NmCO�N m W CO 170 FINISHED GRADE EXISTING GROUND 30 - @ PIPE (� 30 30 @ PIPE ( _ 30 FINISHED GRADE - J---- ----- ---------- -------------------- --- ----- ---- ------------ ---- ----- -- @PIPE \�---- LF 25 0 44@ 0.150% I 99 LF 12" SD @ 0.50% 25 25 45 LF 12" DI @ 0.51 % 63 LF 12" SD @ 1.88% I 25 65LF12.SD(@0.51/0 1 20 1 15 I 10 201-48 TO 203-71 20 20 15 15 N ,It 10 N N 10 10 O Co N 22 LF 12"1 N m cA N rl_ N N N 203-74 TO 203-46 20 SD @ 1.19%J '—' 27 LF 12" SD @ 1. 17% 15 ti ch o O O CD N N N N _ 10 SCALE 1"=20'H,1"=5'V SCALE 1"=20'H,1"=5'V 20 10 0 20 40 5 2.5 0 5 10 SCALE IN FEET (HOR.) SCALE IN FEET (VERT.) EPMENT ENGINEERING �ppo 11 /25/2025 R-4332150 DESIGNED BY: SCALE: DRAWING No.: S. SRIDHARAN ���� SRI Q JV111=20' STRIDE BUS RAPID TRANSIT BT120-CDV202 DRAWN BY: y� f' OSBORN FILENAME: SOUTH RENTON TRANSIT CENTER H.ONG CONSULTING' �.��., � w J S1-BT120-CDV201-207 BT105 FACILITY ID: INCCHECKED BY: d �5 c� BRT General Engineering ConsultantrJ?IDE LL SouNDTRANSIT CONTRACT No.: CIVIL BT120 LNo. 06/13/2025 SS RP SS ADDENDUM #1 R. PARISH°�� �"!ST � �7 RTA/CN 0205-24 SHEET No.: REV: r DRAINAGE PROFILE 12/10/2024 SS RP SS ISSUED FOR BID APPROVED BY: AL SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: 174 1 DATEDSN CHK APP REVISION S. SRIDHARAN 6-9-2025 IR.PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 S RENTON TRANSIT CENTER co N T N CU LO O) O O O O T N m co N O N Q J N co Xrefs: co xBRT-CUD05-T xS1-BT120-CDV i GB-SEAL-SS56 0 Q 40 w 35 30 25 20 15 10 J w D_ H m co 4 O N ^ 40 40 40 40 W z J N ^> W J W U) � N Z OLn ^> p� zLO EXISTING GROUND �pT WZc/) �pCO Zti �,. car 0V N 6i ^w.� Y c`! 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SRIDHARAN DRAWN BY: H. ONG CHECKED BY: R. PARISH APPROVED BY: S. SRIDHARAN tiIr,� r,�IC6 N N N N fo- SUBMITTED BY: 6-9-2025 IR.PARGAS 1 N w ti co co w 00 00 W CO co r > O Z 00 N LO O N 00 .� Z N .� coM .� W W 0� D ti � O LLI 0? LO 0 �Wti N }W� �N wr, �N �wN 0�N m F- H 5 35 ~QN CO WQN N� �<co N� 35 40 40 m J + ND m J+ M—D W J+ m m J+ r`^� 0o U U No O0 U U CDmZ O >- U o -0 Z— 0 U U o coz O N W W Z aN0• Co Lo o0 O I ~ O It of O NT Lo ti p N U) Z Cfl p N LO N N W_ LO N N W_ W cv N W_ W_ LO N C11 W W W Y �� O W Y _ LO ,6 c6TQ� - J�Q� OTQ� �Qrn ooCD CD N aQ� N O —N O —N N —N N O —N Lf) } J N J N �mwiY� �m(n��� LLcaCO �m(n��� H—Co NN —0 30 30 35 m+ N N D EXISTING GROUND m+ M D 35 O cVOCD cr ZZO @PIPECE o Lo C? 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ALTCHECH 12/10/2024 12/10/2024 co N T CD 0 N U m CD CD CD CD I..L I..L co coCD N Q J N co Xrefs: co xBRT-CUD05-T xS1-BT120-CDV GB-SEAL-SS56 O 0 w I- 1 ti 0 N i 0 N 0 6 N �co 'O N M 0 O U d z H J (n z O U Z ly- m U) O U� 0 0 U)j _ 06 U) m Y Q cl) U) m — O U Q ti p o Z Y LO O> N o (.0 U 40 >^ >^ 40 45 45 40 co W w ^cn z ^w ^^cn w c�ZLO w Wzo w rn rn Z p0 w "' z o a M LO LO N N O O co W p L6 Lf� COO M W N 00 00 O 35 ��co NNE EXISTING GROUND ~BCD oo� c'J 35 40 �0o W�� N� ��m NoN� 40 35 UcnNN.-..-.� PIPE Uz�,o��'� 0°u+0o� WU)+N^� 0°�+c0^^� U ozzp @ U O p UUOC�p }U10Ozp UUCO�ZZp O N NW W W Ln N N""W 't N NW O N NW W N o NW W W W W — _ O H �— -- p H �— -- p H J H H 2" O H 2— -- 30 Nm����� FINISHED GRADE Nm(n�aoao� 30 35 Nm(��� �m(n�Nmc��T— 35 30 @ PIPE � FINISHED RADE — — — — — — — @ PIPE EXISTING GROUND 25 —11 54 L @PIPE � 95 LF 12" DI @ 0.51 % 25 30 30 25 LJ U 57LF12"DI@0.5 % 20 Li 0 1 20 25 25 20 ROP 12" W 1 I E 19.81 0 15 15 20 20 15 I ti O N LO CA C0 m O O O O Ln ~ r` c0 r� Co c0 (6 k-0 C0 0') 00 m rn m 00 ti 10 N N N I N N N N I N 10 15 N N N N N N N 15 10 201-04 TO 201-54 204-41 TO 204-23 SCALE 1" = 20' H, 1" = 5' V SCALE 1" = 20' H, 1" = 5' V 40 t` _ ao Cn N W O ti w w Cc) W >^Z o > ti w �- Ln W r` _Z 00 U) 00 w `-' rn r- 00 d }z� — 00 .4 0-- N }z� ao �?N }Z� — C'i O?N Q O .-. 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SCALE IN FEET (VERT.) DEVELOPMENT ENGINEERING , -, msippo 11 /25/2025 R-4332152 DESIGNED BY: SCALE: DRAWING No.: S. SRIDHARAN ���� SRI Q J 1"-20' STRIDE BUS RAPID TRANSIT BT120-CDV204 DRAWN BY: y� f' OSBORN FILENAME: SOUTH RENTON TRANSIT CENTER H.ONG CONSULTING' �.��., � w J S1-BT120-CDV201-207 BT105 FACILITY ID: INCCHECKED BY: d �,� c� BRT General Engineering ConsultantrJ?IDE LL So�N�TiNs�r CONTRACT No.: CIVIL BT120 LNo. 06/13/2025 SS RP SS ADDENDUM #1 R. PARISH °�� �"!ST ���� S RTA/CN 0205-24 SHEET No.: REV: r DRAINAGE PROFILE 12/10/2024 SS RP SS ISSUED FOR BID APPROVED BY: AL SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: 176 1 DATEI DSN I CHK I APP I REVISION S. SRIDHARAN 6-9-2025 R. PARGAS 12/10/2024 1 J. 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U p LO @PIPE UI� ML`�'. 3 mU(n+ NZ) m(n�O�N� m(�Lo �t`^ND m(n�0^NLo LO � m(n�O^� O_U) Lu +MNM� >U U Q U , Lo z0 U U � LoZ —0 U U � MZ zO U U � LnZ zO U U � �Z O } U � LoZ z0 N U O o ti M p 0 ���.� tip 0 ���� T p 0 ��z 0 (0p 0 �.�� H Co NW �W D oo Q N w w ao N Q N w W w N N Q N w w w (O N Q N W W W N N Q N w w EXISTING GROUND Q _ O O O H H - - �- - - �- - - N � �- - - N �N CV PIPE J H 2N LLJ N N O H - CV = CV O H - CV = CV O H H - - _ _ N N LL m cn Co Co N m 0 � c- Co � N COU) � O 00 � - @ , � Co � N m (!) � � 0 � N m U) � � � LL m (n � � Co � N 30 0 U N — 61LF-1z"-0I @ U1 % — — m------------- 157 LF 12" DI @ 0.74% 25 U) 'O N co 28LF12"DI@0.51% 22LF12"DI@0.54% O 0 20 25LF12"DI@0.52% U 0 z_ H � 1 15 1 U) z ZU 04 0 0')M M I` LO I� O N N Ln N LC) 00 C0 LC) f 0 LO LO It Co 0 Co � I- ti ti ti Co I� 0 ti LO I� 0 I� 0 0 0 0 6 0 0 O m 10 _ N N N N N N N N N N N N N N N N N N N N , U) 0 2 Y c� U) _ 06 U m Y � U)) m UDESIGNED BY: OS. SRIDHARAN �V U of WA wa Q 3 DRAWN BY: Z_ H. ONG y Y CHECKED BY: � 5 N � 1 06/13/2025 SS RP SS ADDENDUM #1 R. PARISH °�� "1ST o � 0 12/10/2024 SS RP SS ISSUED FOR BID APPROVED BY: I AL SUBMITTED BY: o U No. DATE DSN CHK APP REVISION S. SRIDHARAN 6-9-2025 R. PARGAS zo I� - L(") N N N 203-82 TO 106-56 SCALE 1" = 20' H, 1" = 5' V N LO 6 N --j-- --- 142 LF 12" SD @ 1.22% sr4IDE BRT General Engineering Consult DATE: REVIEWED BY: 12/10/2024 J. 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SCALE IN FEET (VERT.) DEVELOPMENT ENGINEERINGn+ I msippo 11 /25/2025 R-4332154 DESIGNED BY: SCALE: DRAWING No.: S. SRIDHARAN ���� SRI Q J 1"-20' STRIDE BUS RAPID TRANSIT BT120-CDV206 DRAWN BY: y� : r.RIDEU FILENAME: SOUTH RENTON TRANSIT CENTER 4S ; U) � H. ONG w S1-BT120-CDV201-207 BT105 FACILITY ID: CHECKED BY: o .,, BRT General Engineering Consultant rw I � LL SovNDTRaNsIr CONTRACT No.: CIVIL BT120 1 06/13/2025 SS RP SS ADDENDUM #1 R. PARISH°�� SST �RTA/CN 0205-24 SHEET No.: REV: 0 12/10/2024 SS RP SS ISSUED FOR BID APPROVED BY: I AL ��� SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: DRAINAGE PROFILE S RENTON TRANSIT CENTER 178 1 No. DATE DSN CHK APP REVISION S. SRIDHARAN 6-9-2025 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 ti Cfl 0') ^' N NON N EX. 201-03 TO 201-42 SCALE 1"=20'H, 1"=5'V 25 EX E O T BE RELOCATED B OTHERS 20 10 LF 12" SD 0.41 % 10LF 12"SD@0.52° 15 co m m (0 (0 N N 10 FIL-4 TO FIL-5 m N T N CU LO O� O 0 O T N co co N O O O N Q J N Xrefs: cocoxBRT-CUD05-T co xS1-BT120-CDV i GB-SEAL-SS56 O It 0 w 45 J O M 40 z O Q p c? Lu M oo J (0 N U�O+tiH (_0UcoC:) ONO 'O� N W 35 02i UmcnE� 30 FINISHED GRADE @ PIPE 25 24 LF 6" DI @ 2.00% 45 H O ^ oo LO O M " N cli ^ O z wN w Z�wo Z � �ZN 40 w Oo CN ti } M m � Co O Lo CO JUN coLO N ~H00 ��ti WH~ co(� 00 1`Lo UCn+ONE mco + ONNN� a-Cn + co N� (0 LO C'4Z UU`r�zzz� }U�LnzZp co MOOp�0 N6coO���0 HO00 ��Q"'ww 0I <Q LuwWW ��Q`Vwww 35 0���-- �HH2----= JHH�N N U m cn of (o io N m U) 0 (b o io (o LL m U) E2 ED � 0 EXISTING GRADE 24 LF 6" DI @ 2.00%J @PIPES 32LF6"DI@1.71%—/ 20 - Z ROPOSED WATER LINE 24.70 O N O O O O CO 15 40 35 CO 14 TO 202-25 SCALE 1"=20'H, 1"=5'V J o cYi Z c O M c! Z O (o Q III + U � (y) 0 10 J 0 cYi � j Z 0 � —00 O O OR Li i Q H Lo O LO N ^ � J U UFO^� z0 10 =J I 30 45 J J J o _ o o Lcyi n L0 L0 W co ^ W O ch ^ W O 40 O T- O � M Z �, z Z O Z N LO Q N O Q 1` Q (o W 00 (0 W w H N ^ J H N co J co Co J U� + 0o UU)+ON UU)+�N U D - U��^D io I D (o Z coo�app coo�aj�0 o6com- 35 O N NW O N NW W N NW W Umcn�(o UmCniY(0(0 UmcnE(o(o U 30 — 25 25 24 LF 6" DI @ 2.00% 24 LF 6" SD @ 2.00% H 20 Cfl ci N 15 J ^ 40 S � T Z cyiW _ _ W o O Cn N M w [L O Z �9 p U6 MN �U� oN 35 U) N (o N � m U) + N U�c`?Z� ' r� — 0 U0 1� 0oZ0 Ur ��<2i O O N .� CO�Q�W O O N LI'�Q�ww O O N O p Co N" W p OHS—_ OHS—_ W - OHH—_ - �� oH —_ ti 30 UmcnEE(o Umcn (oQo UmU) (_0 (.0 N mcnO�(o 30 r c\1 0 U 25 25 0 N O 0° FINISHED GRADE U) @ PIPE 'o N 20 20 28 LF 6" DI @ 4.77% �co o EXISTING GRADE 24 LF 6" DI @ 2.00% 0 0 @PIPE 24LF6"DI@2.00% O U 15 0 z J O Co N O ti Co m N NIN N O 10 U Z 0 CO 7 TO 201-07 m SCALE 1"=20'H,1"=5'V O U� C� cn Y C� < U) m i U) m —0 a c') o (� z 0� A 10/24/2025 SS RP SS COR PERMIT REVISION - CNWD#001 � 1 06/13/2025 SS RP SS ADDENDUM #1 N c14 � 0 12/10/2024 SS RP SS ISSUED FOR BID N W IDSN O �j No. DATE CHK I APP I REVISION N 00 Co N 15 10 DESIGNED BY: S. SRIDHARAN DRAWN BY: H. ONG CHECKED BY: R. PARISH APPROVED BY: S. SRIDHARAN 20 15 40 35 30 25 MEN 24LF6"SD@2.00%J 24LF6"SD@2.00%J 00 M O I ti � NN NNN N 45 o Lq ^ CD �? 00 It CD L0 ^ m ^ LL O co ^ W �rn cV U) zwo LO z Q O w a 40 UM �N WU� oo� N }UM LoOc��� N U) + N� UCn LO CO c\jN mW+ � N...N..N 0Z0 C UT-ti? �UZ ZZZ�0Q O N:. — C,4 O O ._� pCo __c) �. NQ�ww —c\1 N�Q�wwww 35 — c - m U) of (o co U — c - m U)E (o Zo O N m cn 01- (o b co co =l� F6"SD@2.00% co ti O N CO 8 TO 202-82 SCALE 1"=20'H, 1"=5'V 10 O O co 0 �I J Lq H LO H L0 H L0 ^ Z ~ Z ^Z ^Z ^cn W c� �. M w �. CYi w �. 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DEVELOPMENT ENGINEERING msippO 11 /25/2025 R-4332155 SCALE: STRIDE BUS RAPID TRANSIT DRAWING No.: W 1"=20' BT120-CDV207 rRIDE FILENAME: SOUTH RENTON TRANSIT CENTER 4s S1-BT120-CDV201-207 BT105 FACILITY ID: W J rw� I BRT General Engineering Consultant J S�(11V�TRAIVS�T CONTRACT No.: CIVIL BT120 RTA/CN 0205-24 SHEET No.: REV: DATE: REVIEWED BY: DATE: DATE: DRAINAGE PROFILE 179 A 12/10/2024 J. ALTCHECH 12/10/2024 MM/DD/YYYY m N T N O O N CU LO O O O O T L.L co O O O N Q J N Xrefs: M xBRT-CUD05-T GB-SEAL-SS56 0 w ,, I ti 0 LO CD 0 0 U 0 N m W CD N M It 0 0 75 O C� z_ J W z O z ry m O U) Y U_ Uaj _ 06 cf) m Y I Q U) U) m —O U Q< co (D zLID Y N o o U VAULT LENGTH OUTLET PIPE 4" TO 8" REDUCER7, IwAl l* * A ►�Gii.�.��� �.�.?NOT PROVIDED BY ilrZ1 MANUFACTURER ,� i�.�.�.�t� ►'rl�. ■rs�� FLOW CONTROL POINT 2 (6) O 4.00' INLET OPENING 13.00' CONCRETE DEPRESSED GUTTER METAL COVER LID PROVIDED BY MANUFACTURER (SEE GENERAL NOTES FOR LOAD RATING) UNDERDRAIN FLOW CONTROL POINT 1 (D BIOFILTRATION SYSTEM TYPE A PLAN VIEW NOT TO SCALE 0 TOP SLAB INTERLOCKING JOINT (TYP.) BYPASS rl� — CURB GUTTER MANUFACTURER RECOMMENDED TRAY CLEAN OUT FRAME AND COVER CAST INTO TOP SLAB PROVIDED BY MANUFACTURER (SEE GENERAL NOTES FOR LOAD RATING) co tYw Lo W J c') Q• 'A •. 3" MULCH LAYER :.. ' ' '......................... '� " • PROVIDED BY 4" TO 8" REDUCER ' "• y d • '' MANFACTURER NOT PROVIDED BY % �. �. 4 ' ' • . . �'. MANUFACTURER 21" BIOFILTRATION MEDIA LAYER PROVIDED BY SDR 35 OUTLET MANUFACTURER COUPLING CAST INTO BYPASS/ PRECAST VAULT WALL UNDERDRAIN FLOWKIT 6" UNDERDRAIN STONE LAYER PROVIDED BY PROVIDED BY MANUFACTURER PROVIDED BY MANUFACTURER MANUFACTURER BIOFILTRATION SYSTEM TYPE A PROFILE VIEW A r NOT TO SCALE TRANSITIONAL O O TRANSITIONAL CURB CURB BIOFILTRATION SYSTEM A EX CURB UNIT (BEHIND) o EX CURB Lq THROAT o OPENING u d dv 4 4' a 4 EX GUTTER EX GUTTER 4.00' 5.00' 4.00' 1 TRANSITIONALO FULLY DEPRESSED GUTTER TRANSITIONAL D 1 DEPRESSED GUTTER SEE DETAIL 2 THIS SHEET DEPRESSED GUTTER CONCRETE DEPRESSED GUTTER B NOT TO SCALE - DESIGNED BY: S. SRIDHARAN DRAWN BY: H. ONG CHECKED BY: 1 06/13/2025 SS RP SS ADDENDUM #1 R. PARISH 0 12/10/2024 SS RP SS ISSUED FOR BID APPROVED BY: No. DATE DSN CHK APP REVISION S. SRIDHARAN STANDARD 900 NOSING PRECAST (OTHER NOSING AVAILABLE TOP SLAB UPON REQUEST) - Q ti U co — 4" MIN.CLEAR C) >_ THROAT OPENING ~ in MANUFACTURER RECOMMENDED OUTLET 0 27% a. PROTECTION DEVICE OTHROAT OPENING 7 \ $ DO NOT REMOVE -LEAVE IN ELEVATION a aO PLACE UNTIL SITE IS STABILIZED AND BIOFILTRATION SYSTEM A IS d a a ACTIVATED CAST -IN -PLACE GUTTER AND THROAT OPENING #4 DOWEL BARS @ 12" O.C. BY MANUFACTURER 0 (BY CONTRACTOR PER 4 LOCAL STANDARDS) PRECAST VAULT WALL 0.50' MAX. CLEAR THROAT OPENING ID# STANDARD CURB INLET WITH MANUFACTURER RECOMMENDED OUTLET PROTECTION DEVICE NOT TO SCALE CONSTRUCTION NOTES O CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING CURB AND GUTTER AS NECESSARY TO INSTALL BIOFILTRATION SYSTEM UNIT AND TRANSITIONAL CURB. O CONTRACTOR SHALL CAST IN PLACE NEW CEMENT CONCRETE DEPRESSED GUTTER AND TRANSITIONAL CURB AS NEEDED. DIMENSIONS SHOWN ARE APPROXIMATE AND SHALL BE FIELD VERIFIED. NEW CURB AND GUTTER SHALL TRANSITION SMOOTHLY TO MATCH EXISTING GRADES AND FEATURES INCLUDING CURB, GUTTER, AND PAVEMENT. O OUTLET PIPE LOCATION VARIES, SEE DRAINAGE PLAN SHEETS. O CONTRACTOR TO BEND BIOFILTRATION TYPE A UNIT DOWEL BAR AS NEEDED TO INSTALL CAST IN PLACE DEPRESSED GUTTER AND THROAT OPENING. O INTERIOR FEATURES OF BIOFILTRATION TYPE A UNIT ARE TYPICALLY PROVIDED BY MANUFACTURER AND ARE SHOWN FOR REFERENCE ONLY. 6O STATION/OFFSET CONTROL POINTS FOR BIOFILTRATION TYPE A UNITS ARE TO THE CORNER OF EACH UNIT AT OUTER FACE OF PRECAST WALL. UNIT ALIGNMENT IS ORIENTED PARALLEL TO CURB LINE: LOCATIONS ARE APPROXIMATE, CONTRACTOR TO FIELD VERIFY.THROAT CLEARANCE SHALL BE 4" MIN AND 6" MAX. O7 SEE BIOFILTRATION TYPE A UNITS SCHEDULE FOR THROAT OPENING ELEVATION. TABLE ELEVATION IS APPROXIMATE, CONTRACTOR TO FIELD VERIFY. (8) THROAT CLEARANCE SHALL BE 4" MIN AND 6" MAX. GENERAL BIOFILTRATION TYPE A NOTES 1 1. BIOFILTRATION SYSTEM TYPE A WITHOUT PLANTS SHALL HAVE SOLID CONCRETE TOP SLAB AND ACCESS HATCHES MEETING LOADING REQUIREMENTS PER SCHEDULE TABLE BELOW. 2. BIOFILTRATION SYSTEM TYPE A UNIT TOP ELEVATION AND THROAT OPENING ELEVATIONS ARE APPROXIMATE. CONTRACTOR TO FIELD VERIFY UNIT ELEVATIONS AND SET UNIT ELEVATIONS TO ACHIEVE REQUIRED GRADES FROM EXISTING GUTTER. 3. IF THE BIOFILTRATION SYSTEM TYPE A UNIT IS STORED BEFORE INSTALLATION, THE TOP SLAB MUST BE PLACED ON THE BOX USING THE 2X4 WOOD PROVIDED, TO PREVENT ANY CONTAMINATION FROM THE SITE. ALL INTERNAL FITTINGS SUPPLIED (IF ANY), MUST BE LEFT IN PLACE AS PER THE DELIVERY. 4. THE UNIT SHALL BE PLACED ON A COMPACTED SUB -GRADE WITH A MINIMUM 6-INCH CSTC. THE UNIT IS TO BE PLACED SUCH THAT THE UNIT AND TOP SLAB MATCH THE GRADE OF THE CURB IN THE AREA OF THE UNIT. COMPACT UNDISTURBED SUB -GRADE MATERIALS TO 95% OF MAXIMUM DENSITY AT +1 TO 2% OF OPTIMUM MOISTURE. UNSUITABLE MATERIAL BELOW SUB -GRADE SHALL BE REPLACED TO THE ENGINEER'S APPROVAL. 5. OUTLET CONNECTIONS SHALL BE ALIGNED AND SEALED TO MEET THE APPROVED DRAWINGS WITH MODIFICATIONS NECESSARY TO MEET SITE CONDITIONS AND CITY STANDARDS. 6. ONCE THE UNIT IS SET, THE INTERNAL WOODEN FORMS AND PROTECTIVE MESH COVER MUST BE LEFT INTACT. REMOVE ONLY THE TEMPORARY WOODEN SHIPPING BLOCKS BETWEEN THE BOX AND THE TOP SLAB. THE TOP LID SHOULD BE SEALED ONTO THE BOX SECTION BEFORE BACKFILLING, USING A NON -SHRINK GROUT, BUTYL RUBBER OR SIMILAR WATERPROOF SEAL. THE BOARDS ON TOP OF THE LID AND BOARDS SEALED IN THE UNIT'S THROAT MUST NOT BE REMOVED. THE SUPPLIER (AMERICAST OR ITS AUTHORIZED DEALER) WILL REMOVE THESE SECTIONS AT THE TIME OF ACTIVATION. BACKFILLING SHOULD BE PERFORMED IN A CAREFUL MANNER, BRINGING THE APPROPRIATE FILL MATERIAL UP IN 6" LIFTS ON ALL SIDES. PRECAST SECTIONS SHALL BE SET IN A MANNER THAT WILL RESULT IN A WATERTIGHT JOINT. IN ALL INSTANCES, INSTALLATION OF BIOFILTRATION UNIT SHALL CONFORM TO ASTM SPECIFICATION C891 "STANDARD PRACTICE FOR INSTALLATION OF UNDERGROUND PRECAST UTILITY STRUCTURES", UNLESS DIRECTED OTHERWISE IN CONTRACT DOCUMENTS. 7. THE CONTRACTOR IS RESPONSIBLE FOR INLET PROTECTION/SEDIMENT CONTROL AND CLEANING AROUND EACH BIOFILTRATION SYSTEM TYPE A UNIT. 8. ACTIVATION OF THE BIOFILTRATION SYSTEM TYPE A UNIT IS PERFORMED ONLY BY THE SUPPLIER. CONTRACTOR IS RESPONSIBLE FOR BIOFILTRATION TYPE A INLET PROTECTION AND SUBSEQUENT CLEAN OUT COST. THIS PROCESS CANNOT COMMENCE UNTIL THE AREA TRIBUTARY TO THE UNIT IS FULLY STABILIZED AND CLEANED (FULL LANDSCAPING, GRASS COVER, FINAL PAVING AND STREET SWEEPING COMPLETED), NEGATING THE CHANCE OF CONSTRUCTION MATERIALS CONTAMINATING THE BIOFILTRATION SYSTEM TYPE A SYSTEM. CARE SHALL BE TAKEN DURING CONSTRUCTION NOT TO DAMAGE THE PROTECTIVE THROAT AND TOP PLATES. 9. BIOFILTRATION SYSTEM TYPE A SHALL CONSIST OF PRE -CAST VAULT WITH BIOFILTRATION MEDIA, OUTLET CHAMBER AND AN INTERNAL FLOW BYPASS SYSTEM. THE TREATMENT SHALL BE IN ACCORDANCE WITH DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING AND THE CONTRACT DOCUMENTS. CONTRACTOR TO CONFIRM TREATMENT SYSTEM MEETS REQUIREMENTS OF THE PROJECT. 10. BIOFILTRATION SYSTEM TYPE A SHALL HAVE GENERAL USE LEVEL DESIGNATION (GULD) AND CERTIFICATION FROM THE WASHINGTON STATE DEPARTMENT OF ECOLOGY FOR BASIC AND METALS TREATMENT. 11. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 12. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS, WEIGHTS, AND ACCESSORIES, CONTACT MANUFACTURER. DENOTE WHICH UNITS WILL BE PUBLIC VS. PRIVATE BIOFIL I KATION SYSTEM TYPE A UNITS SCHEDULE TREATMENT OFFLINE 15 MIN PEAK FLOW STATION/OFFSET VAULT TREATMENT THROAT REQUIREMENT WQ FLOW RATE RATE (CFS) DIMENSIONS AREA OPENING (CFS) CONTROL POINT 1 CONTROL POINT 2 DIMENSIONS ELEVATION RAINIER 206+09.38, RAINIER 206+16.79, FIL-1 METALS BASIC 0.071 0.300 49.50 RT 49.40 RT 61 x 4'W 61 x 4'W 23.21 RAINIER 202+28.90, RAINIER 202+33.39, FIL-2 METALS BASIC 0.110 0.428 327.48 RT 327.99 RT 41 x 4'W 41 x 4'W 26.26 SUBMITTED BY: 6-9-2025 R. PARGAS ,fr,RIDE BRT General Engineering Consultont DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH SCALE: NTS Q J FILENAME: - Q U U) co w S1-BT120-CDD501-507 z SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: DATE: 12/10/2024 12/10/2024 LOADING PROVIDE LABELS, LEGEND, SYMBOLS, PIPE AND STRUCTURE STYLE, REQUIREMEN OR DESIGNERS CHOICE TO CLEARLY SHOW THE DISTINCTION BETWEEN PUBLIC AND PRIVATE PIPE AND STORM STRUCTURES I TREATMENT FACILITIES OWNERSHIP. WHICH WILL CORRESPONDED TO REQUIRED HS-25 MAINTENANCE AND WHO WILL PROVIDE THAT MAINTENANCE IN THE FUTURE. HS 20 THIS SHOULD BE ADDED TO THE PLANS AS THE AS••BUIL UPLOAD AND USED TO TRACK ASSET MANAGEMENT INV R-4332156 MAINTENANCE. I IT IS ALSO USED ON ENGINEERING ST REFERENCE AND REVIEW SYSTEM UPDAT IMPORTANT AS A PERMANENT RECORD Offm4s 'R�NMERING ` -� ippo 11 /25/2025 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER BT120-CDD501 BT105 FACILITY ID: CIVIL BT120 SHEET No.: REV: DRAINAGE DETAILS 180 1 co T N O N CU N It co co N O O O 4 Q J N Xrefs: M xBRT-CUD05-T GB-SEAL-SS56 0 w 15- ti 0 LO 0 0 0 U 0 N m CD co co NT CD O z_ H J W z O z m O C� U) Y C� vaj _ 06 cf) m Y I Q u U) m -O U Q< co (D z_ Y N 1 -1tt- 3: 0 o W o lNo. (DCURB AND GUTTER, CONTROL POINT 1 O6 TYP. (NOT BY `*INLET PIPE MANUFACTURER) MEDIA BAY 2.00' NOT BY SEE CURB INLET MANUFACTURER DETAIL INLET ACCESS SEE MIN. GENERAL NOTES FOR (LOCATION VARIES) O3 LOAD RATING B METAL COVER LID PROVIDED BY MANUFACTURER (SEE GENERAL NOTES FOR LOAD RATING) z A Uz o0 CLEANOUT - OUTLET Q ACCESS > UNDERDRAIN A L — — B :1 OUTLET PIPE TRANSFER OPENING NOT BY MANUFACTURER 4" x 15" (LOCATION VARIES) O3 VAULT LENGTH il:\ BIOFILTRATION SYSTEM TYPE B PLAN VIEW NOT TO SCALE METAL COVER LID PROVIDED BY MANUFACTURER (SEE GENERAL NOTES FOR LOAD RATING) TOP SLAB 3" MULCH LAYER, TYP. PROVIDED BY MANUFACTURER 6" UNDERDRAIN STONE LAYER, TYP. PROVIDED BY MANUFACTURER 21" BIOFILTRATION MEDIA, TYP. PROVIDED BY MANUFACTURER 'V+ - -a,- - ENERGY DISSIPATION ROCKS oil k:E DuIl I i � FLOWKIT BIOFILTRATION SYSTEM TYPE B PROFILE VIEW NOT TO SCALE P eoil- �' • • i j• e• `. • •' 4 a 27% _40- CURB AND GUTTER, TYP (NOT BY MANUFACTURER) STREET THROAT OPENING ELEVATION O STANDARD CURB INLET B NOT TO SCALE - DESIGNED BY: S. SRIDHARAN DRAWN BY: H. ONG CHECKED BY: 06/13/2025 SS RP SS ADDENDUM #1 R. PARISH 12/10/2024 SS RP SS I ISSUED FOR BID APPROVED BY: DATE IDSN ICHK APP IREVISION I S. SRIDHARAN CONTROL POINT 2 (�) *INLET PIPE NOT BY MANUFACTURER (LOCATION VARIES) (n �W W J W d LL — INTERLOCKING JOINT > cj = C] a (TYP.) � W INLET BAY PERMANENT w .< X z SETTLING POOL ELEV. _ < � 0 OUTLET PIPE NOT BY MANUFACTURER (LOCATION VARIES) CONSTRUCTION NOTES O CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING CURB AND GUTTER AS NECESSARY TO INSTALL BIOFILTRATION SYSTEM UNIT AND CURB. O CONTRACTOR SHALL CAST IN PLACE NEW CEMENT CONCRETE DEPRESSED GUTTER AND TRANSITIONAL CURB AS NEEDED. DIMENSIONS SHOWN ARE APPROXIMATE AND SHALL BE FIELD VERIFIED. NEW CURB AND GUTTER SHALL TRANSITION SMOOTHLY TO MATCH EXISTING GRADES AND FEATURES INCLUDING CURB, GUTTER, AND PAVEMENT. O3 INLET AND OUTLET PIPE LOCATION VARIES, SEE SCHEDULE THIS SHEET. 4O CONTRACTOR TO BEND BIOFILTRATION TYPE B UNIT DOWEL BAR AS NEEDED TO INSTALL CAST IN PLACE DEPRESSED GUTTER AND THROAT OPENING. O5 INTERIOR FEATURES OF BIOFILTRATION TYPE B UNIT ARE TYPICALLY PROVIDED BY MANUFACTURER AND ARE SHOWN FOR REFERENCE ONLY. O STATION/OFFSET CONTROL POINTS FOR BIOFILTRATION TYPE B UNITS ARE TO THE CORNER OF EACH UNIT AT OUTER FACE OF PRECAST WALL. UNIT ALIGNMENT IS ORIENTED PARALLEL TO CURB LINE: LOCATIONS ARE APPROXIMATE, CONTRACTOR TO FIELD VERIFY. 77 THROAT CLEARANCE SHALL BE 4" MIN AND 6" MAX. O8 SEE BIOFILTRATION TYPE B UNITS SCHEDULE FOR THROAT OPENING ELEVATION. TABLE ELEVATION IS APPROXIMATE, CONTRACTOR TO FIELD VERIFY. GENERAL BIOFILTRATION TYPE B NOTES 1 1. BIOFILTRATION SYSTEM TYPE B WITHOUT PLANTS SHALL HAVE SOLID CONCRETE TOP SLAB AND ACCESS HATCHES MEETING LOADING REQUIREMENTS PER SCHEDULE TABLE BELOW. 2. BIOFILTRATION SYSTEM TYPE B UNIT TOP ELEVATION AND THROAT OPENING ELEVATIONS ARE APPROXIMATE. CONTRACTOR TO FIELD VERIFY UNIT ELEVATIONS AND SET UNIT ELEVATIONS TO ACHIEVE REQUIRED GRADES FROM EXISTING GUTTER. 3. IF THE BIOFILTRATION SYSTEM TYPE B UNIT IS STORED BEFORE INSTALLATION, THE TOP SLAB MUST BE PLACED ON THE BOX USING THE 2X4 WOOD PROVIDED, TO PREVENT ANY CONTAMINATION FROM THE SITE. ALL INTERNAL FITTINGS SUPPLIED (IF ANY), MUST BE LEFT IN PLACE AS PER THE DELIVERY. 4. THE UNIT SHALL BE PLACED ON A COMPACTED SUB -GRADE WITH A MINIMUM 6-INCH CSTC. THE UNIT IS TO BE PLACED SUCH THAT THE UNIT AND TOP SLAB MATCH THE GRADE OF THE CURB IN THE AREA OF THE UNIT. COMPACT UNDISTURBED SUB -GRADE MATERIALS TO 95% OF MAXIMUM DENSITY AT +1 TO 2% OF OPTIMUM MOISTURE. UNSUITABLE MATERIAL BELOW SUB -GRADE SHALL BE REPLACED TO THE ENGINEER'S APPROVAL. 5. OUTLET CONNECTIONS SHALL BE ALIGNED AND SEALED TO MEET THE APPROVED DRAWINGS WITH MODIFICATIONS NECESSARY TO MEET SITE CONDITIONS AND CITY STANDARDS. 6. ONCE THE UNIT IS SET, THE INTERNAL WOODEN FORMS AND PROTECTIVE MESH COVER MUST BE LEFT INTACT. REMOVE ONLY THE TEMPORARY WOODEN SHIPPING BLOCKS BETWEEN THE BOX AND THE TOP SLAB. THE TOP LID SHOULD BE SEALED ONTO THE BOX SECTION BEFORE BACKFILLING, USING A NON -SHRINK GROUT, BUTYL RUBBER OR SIMILAR WATERPROOF SEAL. THE BOARDS ON TOP OF THE LID AND BOARDS SEALED IN THE UNIT'S THROAT MUST NOT BE REMOVED. THE SUPPLIER (AMERICAST OR ITS AUTHORIZED DEALER) WILL REMOVE THESE SECTIONS AT THE TIME OF ACTIVATION. BACKFILLING SHOULD BE PERFORMED IN A CAREFUL MANNER, BRINGING THE APPROPRIATE FILL MATERIAL UP IN 6" LIFTS ON ALL SIDES. PRECAST SECTIONS SHALL BE SET IN A MANNER THAT WILL RESULT IN A WATERTIGHT JOINT. IN ALL INSTANCES, INSTALLATION OF BIOFILTRATION UNIT SHALL CONFORM TO ASTM SPECIFICATION C891 "STANDARD PRACTICE FOR INSTALLATION OF UNDERGROUND PRECAST UTILITY STRUCTURES", UNLESS DIRECTED OTHERWISE IN CONTRACT DOCUMENTS. 7. THE CONTRACTOR IS RESPONSIBLE FOR INLET PROTECTION/SEDIMENT CONTROL AND CLEANING AROUND EACH BIOFILTRATION SYSTEM TYPE B UNIT. 8. ACTIVATION OF THE BIOFILTRATION SYSTEM TYPE B UNIT IS PERFORMED ONLY BY THE SUPPLIER. CONTRACTOR IS RESPONSIBLE FOR BIOFILTRATION TYPE B INLET PROTECTION AND SUBSEQUENT CLEAN OUT COST. THIS PROCESS CANNOT COMMENCE UNTIL THE AREA TRIBUTARY TO THE UNIT IS FULLY STABILIZED AND CLEANED (FULL LANDSCAPING, GRASS COVER, FINAL PAVING AND STREET SWEEPING COMPLETED), NEGATING THE CHANCE OF CONSTRUCTION MATERIALS CONTAMINATING THE BIOFILTRATION SYSTEM TYPE B SYSTEM. CARE SHALL BE TAKEN DURING CONSTRUCTION NOT TO DAMAGE THE PROTECTIVE THROAT AND TOP PLATES. 9. BIOFILTRATION SYSTEM TYPE B SHALL CONSIST OF PRE -CAST VAULT WITH BIOFILTRATION MEDIA, OUTLET CHAMBER AND AN INTERNAL FLOW BYPASS SYSTEM. THE TREATMENT SHALL BE IN ACCORDANCE WITH DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING AND THE CONTRACT DOCUMENTS. CONTRACTOR TO CONFIRM TREATMENT SYSTEM MEETS REQUIREMENTS OF THE PROJECT. 10.BIOFILTRATION SYSTEM TYPE B SHALL HAVE GENERAL USE LEVEL DESIGNATION (GULD) AND CERTIFICATION FROM THE WASHINGTON STATE DEPARTMENT OF ECOLOGY FOR BASIC AND METALS TREATMENT. 11. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 12.FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS, WEIGHTS, AND ACCESSORIES, CONTACT MANUFACTURER. BIOFILTRATION SYSTEM TYPE B UNITS SCHEDULE ID # TREATMENT OFFLINE 15 MIN PEAK STATION/OFFSET VAULT TREATMENT THROAT INLET OUTLET LOADING REQUIREMENT WQ FLOW RATE FLOW DIMENSIONS AREA OPENING ORIENTATION ORIENTATION EQUIREMENT CONTROL CONTROL (CFS) RATE (CFS) POINT 1 POINT 2 DIMENSIONS ELEVATION LAKE LAKE 402+28.32, 402+29.46, NO CURB FIL-6 METALS BASIC 0.106 0.125 20.21 RT 25.03 RT 61 x 4'W 41 x 4'W INLET A B HS-20 LAKE LAKE 400+57.18, 400+52.88, FIL-7 METALS BASIC 0.028 0.481 18.00 LT 18.00 LT 61 x 4'W 41 x 4'W 24.8 NO PIPE A HS 20 SUBMITTED BY: 6-9 2025 R. PARGAS 1 SCALE: Q J NTS SrRIDE U) - Q FILENAME: U co w S1-BT120-CDD501-507 BRT General Engineering Consultant z " SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: REVIEWED BY: DATE: DATE: 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 �o1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 CIVIL DRAINAGE DETAILS R-4332157 DEVELOPMENT ENGINEERING IL msippo 11 /25/2025 DRAWING No.: BT120-CDD502 FACILITY ID: BT120 SHEET No.: REV: 181 1 N T O O N CU itl A H H H N d C'7 C'7 N O O O 4 Q J N C'7 Xrefs: M xBRT-CUD05-T GB-SEAL-SS56 0 W co w Q " w ti 0 LO 0 0 0 U 0 N m CD N co M NT CD 0 0 U C� z J W z O U z O m O U� C� U) Y U � _ 06 cf) m Y I Q U) U) m —O U Q< co (D z_ Y N 1 —1tt— 0 C) o U No. VAULT LENGTH O4 CONTROL POINT 1 INLET CURB TYP. (D(2) l (NOT BY o-� MANUFACTURER) 000ISGRATE NLET i� B UNDERDRAIN -- Ht EE GE ERAL - 0� CLEANOUT NOTE FOR LOAD R TING A J OU LET ACCES SEE I GEN RAIL --- --1 NOTES OR B - LOAD R IN G 1 PROVIDED BY O4 '4 CONTROL POINT 2 � 1 MANUFACTURER (SEE OUTLET PIPE '�J GENERAL NOTES FOR OUTLET LOAD RATING) NOT BY MANUFACTURER 2.00' MEDIA BAY MIN. BIOFILTRATION SYSTEM TYPE C PLAN VIEW NOT TO SCALE TRANSFER OPEI 4" x 15" RIM ELEVATION CENTER OF GR, INLET PIPE NOT BY MANUFACTURE UU I LE I F'IF't NOT BY MANUFACTURER (D 3" MULCH LAYER, TYP. PROVIDED BY MANUFACTURER 6" UNDERDRAIN STONE LAYER, TYP. PROVIDED BY MANUFACTURER 21" BIOFILTRATION MEDIA, TYP. PROVIDED BY MANUFACTURER BIOFILTRATION SYSTEM TYPE C PROFILE VIEW NOT TO SCALE DESIGNED BY: S. SRIDHARAN DRAWN BY: H. ONG CHECKED BY: 06/13/2025 SS RP SS ADDENDUM #1 R. PARISH 12/10/2024 SS RP SS ISSUED FOR BID APPROVED BY: DATE DSN ICHK APP REVISION I S. SRIDHARAN INLET 1 �I I C I �d OUTLET ALTERNATE ORIENTATION NOT TO SCALE CONSTRUCTION NOTES CONTROL POINT 1 O4 --- D �r CONTROL POINT 2 O4 O CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING CURB AND GUTTER AS NECESSARY TO INSTALL BIOFILTRATION SYSTEM UNIT AND TRANSITIONAL CURB. O CONTRACTOR SHALL CAST IN PLACE NEW CEMENT CONCRETE GUTTER AND CURB AS NEEDED. DIMENSIONS SHOWN ARE APPROXIMATE AND SHALL BE FIELD VERIFIED. NEW CURB AND GUTTER SHALL TRANSITION SMOOTHLY TO MATCH EXISTING GRADES AND FEATURES INCLUDING CURB, GUTTER, AND PAVEMENT. O3 INTERIOR FEATURES OF BIOFILTRATION TYPE C UNIT ARE TYPICALLY PROVIDED BY MANUFACTURER AND ARE SHOWN FOR REFERENCE ONLY. 4O STATION/OFFSET CONTROL POINTS FOR BIOFILTRATION TYPE C UNITS ARE TO THE CORNER OF EACH UNIT AT OUTER FACE OF PRECAST WALL. UNIT ALIGNMENT IS ORIENTED PARALLEL TO CURB LINE: LOCATIONS ARE APPROXIMATE, CONTRACTOR TO FIELD VERIFY. GENERAL BIOFILTRATION TYPE C NOTES cy) N 1 1. BIOFILTRATION SYSTEM TYPE C WITHOUT PLANTS SHALL HAVE SOLID CONCRETE TOP N SLAB AND ACCESS HATCHES MEETING LOADING REQUIREMENTS PER SCHEDULE TABLE I O BELOW. 't N 2. BIOFILTRATION SYSTEM TYPE C UNIT TOP ELEVATION AND THROAT OPENING CU ELEVATIONS ARE APPROXIMATE. CONTRACTOR TO FIELD VERIFY UNIT ELEVATIONS AND SET UNIT ELEVATIONS TO ACHIEVE REQUIRED GRADES FROM EXISTING GUTTER. 3. IF THE BIOFILTRATION SYSTEM TYPE C UNIT IS STORED BEFORE INSTALLATION, THE TOP SLAB MUST BE PLACED ON THE BOX USING THE 2X4 WOOD PROVIDED, TO PREVENT ANY CONTAMINATION FROM THE SITE. ALL INTERNAL FITTINGS SUPPLIED (IF ANY), MUST BE LEFT IN PLACE AS PER THE DELIVERY. 4. THE UNIT SHALL BE PLACED ON A COMPACTED SUB -GRADE WITH A MINIMUM 6-INCH CSTC. THE UNIT IS TO BE PLACED SUCH THAT THE UNIT AND TOP SLAB MATCH THE GRADE OF THE CURB IN THE AREA OF THE UNIT. COMPACT UNDISTURBED SUB -GRADE MATERIALS TO 95% OF MAXIMUM DENSITY AT +1 TO 2% OF OPTIMUM MOISTURE. UNSUITABLE MATERIAL BELOW SUB -GRADE SHALL BE REPLACED TO THE ENGINEER'S APPROVAL. 5. OUTLET CONNECTIONS SHALL BE ALIGNED AND SEALED TO MEET THE APPROVED DRAWINGS WITH MODIFICATIONS NECESSARY TO MEET SITE CONDITIONS AND CITY STANDARDS. 6. ONCE THE UNIT IS SET, THE INTERNAL WOODEN FORMS AND PROTECTIVE MESH COVER MUST BE LEFT INTACT. REMOVE ONLY THE TEMPORARY WOODEN SHIPPING BLOCKS BETWEEN THE BOX AND THE TOP SLAB. THE TOP LID SHOULD BE SEALED ONTO THE BOX SECTION BEFORE BACKFILLING, USING A NON -SHRINK GROUT, BUTYL RUBBER OR SIMILAR WATERPROOF SEAL. THE BOARDS ON TOP OF THE LID AND BOARDS SEALED IN THE UNIT'S THROAT MUST NOT BE REMOVED. THE SUPPLIER (AMERICAST OR ITS AUTHORIZED DEALER) WILL REMOVE THESE SECTIONS AT THE TIME OF ACTIVATION. BACKFILLING SHOULD BE PERFORMED IN A CAREFUL MANNER, BRINGING THE APPROPRIATE FILL MATERIAL UP IN 6" LIFTS ON ALL SIDES. PRECAST SECTIONS SHALL BE SET IN A MANNER THAT WILL RESULT IN A WATERTIGHT JOINT. IN ALL INSTANCES, INSTALLATION OF BIOFILTRATION UNIT SHALL CONFORM TO ASTM SPECIFICATION C891 "STANDARD PRACTICE FOR INSTALLATION OF UNDERGROUND PRECAST UTILITY STRUCTURES", UNLESS DIRECTED OTHERWISE IN CONTRACT DOCUMENTS. 7. THE CONTRACTOR IS RESPONSIBLE FOR INLET PROTECTION/SEDIMENT CONTROL AND CLEANING AROUND EACH BIOFILTRATION SYSTEM TYPE C UNIT. 8. ACTIVATION OF THE BIOFILTRATION SYSTEM TYPE C UNIT IS PERFORMED ONLY BY THE SUPPLIER. CONTRACTOR IS RESPONSIBLE FOR BIOFILTRATION TYPE C INLET PROTECTION AND SUBSEQUENT CLEAN OUT COST. THIS PROCESS CANNOT COMMENCE UNTIL THE AREA TRIBUTARY TO THE UNIT IS FULLY STABILIZED AND CLEANED (FULL LANDSCAPING, GRASS COVER, FINAL PAVING AND STREET SWEEPING COMPLETED), NEGATING THE CHANCE OF CONSTRUCTION MATERIALS CONTAMINATING THE BIOFILTRATION TYPE C SYSTEM. CARE SHALL BE TAKEN DURING CONSTRUCTION NOT TO DAMAGE THE PROTECTIVE THROAT AND TOP PLATES. 9. BIOFILTRATION SYSTEM TYPE C SHALL CONSIST OF PRE -CAST VAULT WITH BIOFILTRATION MEDIA, OUTLET CHAMBER AND AN INTERNAL FLOW BYPASS SYSTEM. THE TREATMENT SHALL BE IN ACCORDANCE WITH DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING AND THE CONTRACT DOCUMENTS. CONTRACTOR TO CONFIRM TREATMENT SYSTEM MEETS REQUIREMENTS OF THE PROJECT. 10.BIOFILTRATION SYSTEM TYPE C SHALL HAVE GENERAL USE LEVEL DESIGNATION (GULD) AND CERTIFICATION FROM THE WASHINGTON STATE DEPARTMENT OF ECOLOGY FOR BASIC AND METALS TREATMENT. 11.MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 12.FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS, WEIGHTS, AND ACCESSORIES, CONTACT MANUFACTURER. BIO FILTRATION TYPE C UNITS SCHEDULE I C I �d OUTLET ALTERNATE ORIENTATION NOT TO SCALE CONSTRUCTION NOTES CONTROL POINT 1 O4 --- D �r CONTROL POINT 2 O4 O CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING CURB AND GUTTER AS NECESSARY TO INSTALL BIOFILTRATION SYSTEM UNIT AND TRANSITIONAL CURB. O CONTRACTOR SHALL CAST IN PLACE NEW CEMENT CONCRETE GUTTER AND CURB AS NEEDED. DIMENSIONS SHOWN ARE APPROXIMATE AND SHALL BE FIELD VERIFIED. NEW CURB AND GUTTER SHALL TRANSITION SMOOTHLY TO MATCH EXISTING GRADES AND FEATURES INCLUDING CURB, GUTTER, AND PAVEMENT. O3 INTERIOR FEATURES OF BIOFILTRATION TYPE C UNIT ARE TYPICALLY PROVIDED BY MANUFACTURER AND ARE SHOWN FOR REFERENCE ONLY. 4O STATION/OFFSET CONTROL POINTS FOR BIOFILTRATION TYPE C UNITS ARE TO THE CORNER OF EACH UNIT AT OUTER FACE OF PRECAST WALL. UNIT ALIGNMENT IS ORIENTED PARALLEL TO CURB LINE: LOCATIONS ARE APPROXIMATE, CONTRACTOR TO FIELD VERIFY. GENERAL BIOFILTRATION TYPE C NOTES cy) N 1 1. BIOFILTRATION SYSTEM TYPE C WITHOUT PLANTS SHALL HAVE SOLID CONCRETE TOP N SLAB AND ACCESS HATCHES MEETING LOADING REQUIREMENTS PER SCHEDULE TABLE I O BELOW. 't N 2. BIOFILTRATION SYSTEM TYPE C UNIT TOP ELEVATION AND THROAT OPENING CU ELEVATIONS ARE APPROXIMATE. CONTRACTOR TO FIELD VERIFY UNIT ELEVATIONS AND SET UNIT ELEVATIONS TO ACHIEVE REQUIRED GRADES FROM EXISTING GUTTER. 3. IF THE BIOFILTRATION SYSTEM TYPE C UNIT IS STORED BEFORE INSTALLATION, THE TOP SLAB MUST BE PLACED ON THE BOX USING THE 2X4 WOOD PROVIDED, TO PREVENT ANY CONTAMINATION FROM THE SITE. ALL INTERNAL FITTINGS SUPPLIED (IF ANY), MUST BE LEFT IN PLACE AS PER THE DELIVERY. 4. THE UNIT SHALL BE PLACED ON A COMPACTED SUB -GRADE WITH A MINIMUM 6-INCH CSTC. THE UNIT IS TO BE PLACED SUCH THAT THE UNIT AND TOP SLAB MATCH THE GRADE OF THE CURB IN THE AREA OF THE UNIT. COMPACT UNDISTURBED SUB -GRADE MATERIALS TO 95% OF MAXIMUM DENSITY AT +1 TO 2% OF OPTIMUM MOISTURE. UNSUITABLE MATERIAL BELOW SUB -GRADE SHALL BE REPLACED TO THE ENGINEER'S APPROVAL. 5. OUTLET CONNECTIONS SHALL BE ALIGNED AND SEALED TO MEET THE APPROVED DRAWINGS WITH MODIFICATIONS NECESSARY TO MEET SITE CONDITIONS AND CITY STANDARDS. 6. ONCE THE UNIT IS SET, THE INTERNAL WOODEN FORMS AND PROTECTIVE MESH COVER MUST BE LEFT INTACT. REMOVE ONLY THE TEMPORARY WOODEN SHIPPING BLOCKS BETWEEN THE BOX AND THE TOP SLAB. THE TOP LID SHOULD BE SEALED ONTO THE BOX SECTION BEFORE BACKFILLING, USING A NON -SHRINK GROUT, BUTYL RUBBER OR SIMILAR WATERPROOF SEAL. THE BOARDS ON TOP OF THE LID AND BOARDS SEALED IN THE UNIT'S THROAT MUST NOT BE REMOVED. THE SUPPLIER (AMERICAST OR ITS AUTHORIZED DEALER) WILL REMOVE THESE SECTIONS AT THE TIME OF ACTIVATION. BACKFILLING SHOULD BE PERFORMED IN A CAREFUL MANNER, BRINGING THE APPROPRIATE FILL MATERIAL UP IN 6" LIFTS ON ALL SIDES. PRECAST SECTIONS SHALL BE SET IN A MANNER THAT WILL RESULT IN A WATERTIGHT JOINT. IN ALL INSTANCES, INSTALLATION OF BIOFILTRATION UNIT SHALL CONFORM TO ASTM SPECIFICATION C891 "STANDARD PRACTICE FOR INSTALLATION OF UNDERGROUND PRECAST UTILITY STRUCTURES", UNLESS DIRECTED OTHERWISE IN CONTRACT DOCUMENTS. 7. THE CONTRACTOR IS RESPONSIBLE FOR INLET PROTECTION/SEDIMENT CONTROL AND CLEANING AROUND EACH BIOFILTRATION SYSTEM TYPE C UNIT. 8. ACTIVATION OF THE BIOFILTRATION SYSTEM TYPE C UNIT IS PERFORMED ONLY BY THE SUPPLIER. CONTRACTOR IS RESPONSIBLE FOR BIOFILTRATION TYPE C INLET PROTECTION AND SUBSEQUENT CLEAN OUT COST. THIS PROCESS CANNOT COMMENCE UNTIL THE AREA TRIBUTARY TO THE UNIT IS FULLY STABILIZED AND CLEANED (FULL LANDSCAPING, GRASS COVER, FINAL PAVING AND STREET SWEEPING COMPLETED), NEGATING THE CHANCE OF CONSTRUCTION MATERIALS CONTAMINATING THE BIOFILTRATION TYPE C SYSTEM. CARE SHALL BE TAKEN DURING CONSTRUCTION NOT TO DAMAGE THE PROTECTIVE THROAT AND TOP PLATES. 9. BIOFILTRATION SYSTEM TYPE C SHALL CONSIST OF PRE -CAST VAULT WITH BIOFILTRATION MEDIA, OUTLET CHAMBER AND AN INTERNAL FLOW BYPASS SYSTEM. THE TREATMENT SHALL BE IN ACCORDANCE WITH DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING AND THE CONTRACT DOCUMENTS. CONTRACTOR TO CONFIRM TREATMENT SYSTEM MEETS REQUIREMENTS OF THE PROJECT. 10.BIOFILTRATION SYSTEM TYPE C SHALL HAVE GENERAL USE LEVEL DESIGNATION (GULD) AND CERTIFICATION FROM THE WASHINGTON STATE DEPARTMENT OF ECOLOGY FOR BASIC AND METALS TREATMENT. 11.MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 12.FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS, WEIGHTS, AND ACCESSORIES, CONTACT MANUFACTURER. BIO FILTRATION TYPE C UNITS SCHEDULE ID # TREATMENT OFFLINE 15 MIN WQ PEAK FLOW STATION/OFFSET VAULT TREATMENT INLET OUTLET LOADING REQUIREMENT FLOW RATE (CFS) RATE (CFS) DIMENSIONS AREA ORIENTATION ORIENTATION REQUIREMENTS CONTROL POINT 1 CONTROL POINT 2 DIMENSIONS HARDIE 309+03.42, HARDIE 309+04.90, FIL-3 METALS BASIC 0.028 0.116 38.40 RT 34.48 RT 61 x 4'W 41 x 4'W NA, GRATE C HS-25 GRADY 154+95.55, GRADY 155+00.55, FIL-4 METALS BASIC 0.134 0.534 28.40 LT 28.40 LT 81 x 4'W 61 x 4'W C C HS-25 GRADY 155+15.76, GRADY 155+20.76, FIL-5 METALS BASIC 0.085 0.361 28.40 LT 28.40 LT 61 x 4'W 41 x 4'W A A HS-25 STC 615+56.31, STC 615+63.31, FIL-8 METALS BASIC 0.283 1.121 17.97 RT 17.97 RT 101 X 6'W 8'L X 6'W C,D C HS-20 STC 616+48.18, STC 616+49.76, FIL-9 METALS BASIC 0.018 0.066 47.98 RT 43.23 RT 61 X 4'W 4'L X4'W A B HS-30 STC 617+14.41, STC 617+07.41, FIL-10 METALS BASIC 0.212 0.780 16.73 RT 16.73 RT 81 X 6'W 6'L X 6'W A A HS-30 SUBMITTED BY: 6-9-2025 R. PARGAS R-4332158 DEVELOPMENT ENGINEERING msippo 11 /25/2025 wl SCALE: DRAWING No.: NTs STRIDE BUS RAPID TRANSIT FILENAME: SOUTH RENTON TRANSIT CENTER BT120-CDD503 .5r.RIDE lu) _j Lu J S1-BT120-CDD501-507 BT105 FACILITY ID: BRT General Engineering Consultant z CONTRACT No.: BT120 SOUNDTRANSIT RTA/CN 0205-24 CIVIL SHEET No.: REV: DATE: REVIEWED BY: DATE: DATE: BT120-CDD503 182 1 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 4 A H H H C'7 C'7 N O 0 I N Q D J N C'7 Xrefs: M xBRT-CUD05-T GB-SEAL-SS56 O 0 w 15- ti 0 0 0 0 U 0 N m W 0 N co M 0 75 O U C� z i= J U) z O U Z ry O m O C� U) Y _ 06 cf) m Y I a U) U) m —O U a co (D ZLO Y N o o U WETLAND MEDIA BED DRAIN DOWN FILTER PRE -FILTER CARTRIDGE IA INLET PIPE SEE O1 NOTES O3 CONTROL POINT 1 imi�N\'61 L B II �B rB PERIMETER VOID AREA OUTLET PIPE SEE NOTES O1 CONTROL POINT 2 (D BIOFILTRATION SYSTEM TYPE D PLAN NOT TO SCALE C/L OOUTLET PIPI SEE NOTES CONTROL O3 POINT 2 ALTERNATE ORIENTATION NOT TO SCALE HATCH (SEE GENERAL NOTES FOR LOAD RATING) RIM/FG IE IN w� O a_ z 0 PRE -FILTER CARTRIDGE U) w FLOW CONTROL Q �? RISER > `-' c� W IE OUT W LU w J w LL _ 0 w a X z <: II 1 LENGTH, SEE SCHEDULE BIOFILTRATION SYSTEM TYPE D SECTION NOT TO SCALE 1 06/13/2025 SS RP I SS ADDENDUM #1 0:: 12/10/2024 SS RP SS ISSUED FOR BID No. DATE IDSN ICHK APP IREVISION CONSTRUCTION NOTES O INLET AND OUTLET PIPE LOCATION VARIES, SEE DRAINAGE PLAN SHEETS. O2 INTERIOR FEATURES OF BIOFILTRATION TYPE D UNIT ARE PROVIDED BY MANUFACTURER AND ARE SHOWN FOR REFERENCE ONLY. O3 STATION/OFFSET CONTROL POINTS FOR BIOFILTRATION TYPE C UNITS ARE TO THE CORNER OF EACH UNIT AT OUTER FACE OF PRECAST WALL. UNIT ALIGNMENT IS ORIENTED PARALLEL TO CURB LINE: LOCATIONS ARE APPROXIMATE, CONTRACTOR TO FIELD VERIFY. O INLET TO OUTLET ELEVATION DROP VARIES, MINIMUM 6". SEE DRAINAGE PROFILE SHEETS. INLET PIPE SEE NOTES O_ CONTROL POINT 1 O BIOFILTRATION SYSTEM TYPE D GENERAL NOTES: 1 1. BIOFILTRATION SYSTEM TYPE D WITHOUT PLANTS SHALL HAVE SOLID CONCRETE TOP SLAB AND ACCESS HATCHES MEETING LOADING REQUIREMENTS PER SCHEDULE TABLE BELOW. 2. THE CONTRACTOR IS RESPONSIBLE FOR INLET PROTECTION/SEDIMENT CONTROL AND CLEANING AROUND EACH BIOFILTRATION SYSTEM TYPE D UNIT. 3. THE UNIT SHALL BE PLACED ON A COMPACTED SUB -GRADE WITH A MINIMUM 6-INCH CSTC. COMPACT UNDISTURBED SUB -GRADE MATERIALS TO 95% OF MAXIMUM DENSITY AT +1 TO 2% OF OPTIMUM MOISTURE. UNSUITABLE MATERIAL BELOW SUB -GRADE SHALL BE REPLACED TO THE ENGINEER'S APPROVAL. 4. BIOFILTRATION SYSTEM TYPE D SHALL CONSIST OF PRE -CAST VAULT WITH BIOFILTRATION MEDIA, OUTLET CHAMBER AND AN INTERNAL FLOW BYPASS SYSTEM. THE TREATMENT SHALL BE IN ACCORDANCE WITH DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING AND THE CONTRACT DOCUMENTS. CONTRACTOR TO CONFIRM TREATMENT SYSTEM MEETS REQUIREMENTS OF THE PROJECT. 5. BIOFILTRATION SYSTEM TYPE D SHALL HAVE GENERAL USE LEVEL DESIGNATION (GULD) AND CERTIFICATION FROM THE WASHINGTON STATE DEPARTMENT OF ECOLOGY FOR BASIC AND METALS TREATMENT. 6. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 7. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS, WEIGHTS, AND ACCESSORIES, CONTACT MANUFACTURER. 8. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE MANUFACTURER'S SPECIFICATIONS, UNLESS OTHERWISE STATES IN MANUFACTURER'S CONTRACT. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER RECOMMENDS A MINIMUM OF 6" LEVEL ROCK BASE UNLESS SPECIFIED BY THE PROJECT ENGINEER. HATCH (SEE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING PROJECT C/L NOTES FOR LOAD RATING) ENGINEER'S RECOMMENDED BASE SPECIFICATIONS. WIDTH, SEE SCHEDULE ti 0 RIM/FG OUTLET PIPE BIOFILTRATION SYSTEM TYPE D SECTION NOT TO SCALE DESIGNED BY: S. SRIDHARAN DRAWN BY: H. ONG CHECKED BY: R. PARISH APPROVED BY: S. SRIDHARAN SUBMITTED BY: 6-9-2025 R. PARGAS 9. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. ALL PIPES SHALL BE SEALED WATER TIGHT PER MANUFACTURER'S STANDARD CONNECTION DETAILS. CONTRACTOR RESPONSIBLE FOR CONTACTING MANUFACTURER FOR ACTIVATION OF UNIT. MANUFACTURER'S WARRANTY IS VOID WITHOUT PROPER ACTIVATION BY A MANUFACTURER REPRESENTATIVE. 1 BIOFILTRATION SYSTEM TYPE D SCHEDULE ID # TREATMENT OFFLINE 15 MIN PEAK FLOW STATION/OFFSET VAULT INLET OUTLET LOADING REQUIREMENT WQ FLOW RATE (CFS) RATE (CFS) DIMENSIONS ORIENTATION ORIENTATION REQUIREMENTS CONTROL POINT 1 CONTROL POINT 2 RAINIER 207+87.20, RAINIER 207+87.40, MWS-66 METALS BASIC 0.025 0.089 4.30 RT 9.30 RT 41 x 4'W C C HS-20 STC 610+84.18, STC 610+84.18, MWS-67 METALS BASIC 0.477 1.864 21.78 RT 30.78 RT 81 x 24'W C C HS 20 STC 610+93.14, STC 610+84.14, MWS-68 METALS BASIC 0.463 1.82 42.50 RT 28.50 RT 81 x 24'W A B HS 20 RAILAKDW RAILAKDW MWS-69 METALS BASIC 0.212 1.039 720+46.47, 45.78 LT 720+37.47, 45.78 LT 81 x 8'W B A HS 30 SCALE: Q J NTS - Q FILENAME: .5r.RIDE 1cf) col I w S1-BT120-CDD501-507 BRT General Engineering Consultont z " SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: REVIEWED BY: DATE: DATE: 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 CIVIL DRAINAGE DETAILS `J "1R-4332159 � DEVELOPMENT ENGINEERING IL msippo 11 /25/2025 DRAWING No.: BT120-CDD504 FACILITY ID: BT120 SHEET No.: REV: 183 1 co N T N O O N U H H H N d co co N O O N Q J N C'7 Xrefs: M xBRT-CUD05-T xS1-BT120-CPP xS1-BT120-CAP 0 xS1-BT120-CDP GB-SEAL-SS56 I w CD 0 U 0 N m CD N co co NT CD 75 O U C� Z J U) z O z ry O m O C� U) Y U_ cai) _ 06 cf) m Y I Q U) U) m -O U Q< co U Z LO N o o U WESTERN WET BIOSWALE I GRADY 153+00 WESTERN WET BIOSWALE O# NORTHING EASTING DESCRIPTION W1 174940.35 1298288.23 BP - BEGIN WESTERN WET BIOSWALE W2 174941.36 1298271.33 PC W3 174932.38 1298240.20 PRC W4 174926.26 1298191.08 EP - END WESTERN WET BIOSWALE 1 06/13/2025 SS RP I SS ADDENDUM #1 0:: 12/10/224 SS RP SS ISSUED FOR BID No. DATE IDSN ICHK APP IREVISION GRADY 154+00 S GRADY WAY I GRADY 155+00 WET BIOSWALE ALIGNMENT DETAILS SCALE: 1" = 20' CENTRAL WET BIOSWALE O# NORTHING EASTING DESCRIPTION Cl 175007.73 1298574.58 BP - BEGIN CENTRAL WET BIOSWALE C2 175008.43 1298563.36 PC C3 175004.76 1298543.99 PT C4 174989.83 1298511.93 PC C5 174988.38 1298481.68 PT C6 174989.50 1298478.51 PC C7 174979.44 1298440.39 PT C8 174978.13 1298439.25 PC C9 174968.34 1298422.31 PT C10 174966.59 1298413.30 PC C11 174967.38 1298402.83 PRC C12 174964.14 1298387.46 PRC C 13 174958.65 1298373.38 PT C14 174958.85 1298360.41 PC C 15 174955.82 1298342.45 PT C16 174951.46 1298330.53 EP - END CENTRAL WET BIOSWALE DESIGNED BY: S. SRIDHARAN DRAWN BY: H. ONG CHECKED BY: R. PARISH APPROVED BY: S. SRIDHARAN SUBMITTED BY: 6-9-2025 R. PARGAS GRADY 156+00 WESTERN WET BIOSWALE O# NORTHING EASTING DESCRIPTION E1 175039.69 1298772.96 BP - BEGIN EASTERN WET BIOSWALE E2 175035.31 1298747.54 PRC E3 175034.73 1298737.30 PT E4 175030.53 1298716.93 PC E5 175031.53 1298692.67 PT E6 175034.76 1298681.73 PC E7 175029.38 1298651.09 PRC E8 175020.80 1298628.43 EP - END EASTERN WET BIOSWALE I GRADY 157+00 NOTE: GRADE PERVIOUS AREA EAST OF BT120-C-GRADY STA 158+28 TO DRAIN TO CATCH BASIN 105-81 AS INDICATED ON THE PLANS 1. SEE BT120-CDD506 FOR TYPICAL SECTION A -A AND SECTION B-B DETAILS. Q Q U _.5r)?IDE co co W J BRT General Engineering Consultant z " SOUNDTRANSIT DATE: REVIEWED BY: DATE: 12/10/2024 J. ALTCHECH 12/10/2024 SCALE: 1 "=20' FILENAME: S1-BT120-CDD505 CONTRACT No.: RTA/CN 0205-24 DATE: 12/10/2024 GRADY 158+00 20 10 0 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 CIVIL DRAINAGE DETAILS R-4332160 DEVELOPMENT ENGINEERING msippo 11 /25/2025 DRAWING No.: BT120-CDD505 FACILITY ID: BT120 SHEET No.: REV: 184 1 c'7 N T N O O N CU H H N rr c'7 c'7 N O O O N Q J N co Xrefs: co xBRT-CUD05-T GB-SEAL-SS56 O I w 15- 0 0 0 0 U 0 N m 0 N_ co co NT 0 0 O 0 0 z J U) z O 0 z O m O 9 0 U) Y 0 = U) m � ml —o Q? ti (D "? z o Y O rn 0 U No. VEGETATION PER LANDSCAPING PLAN QUARRY SPALLS FINISHED GRADE z (D U) wX 0Q WET BIOSWALE TYPICAL SECTION A -A SCALE: NTS gul 3 �1 EXISTING GROUND — ° 12-IN DIA. CONC. ENCASEMENT --/ PIPE INFLOW FINISHED GRADE OR TIE INTO EXISTING GRADE EXISTING GROUND 2" MEDIUM COMPOST TILLED INTO 6" TOPSOIL TYPE A w 1-FT (MIN) DEPTH QUARRY SPALLS (TYP) 2" X 12" LEVEL PLASTIC LUMBER PLATE 4" X 4" (NOM) PLASTIC LUMBER POST EMBEDDED IN CONC. SEE PLATE INSTALLATION PLAN THIS SHEET .. A �'M_m N/. vo Elio 12" DIA CONC ENCASEMENT 0.5% SLO WET BIOSWALE TYPICAL SECTION B-B SCALE: NTS WET BIOSWALE INFORMATION: 12" DIA CONC ENCASEMENT FOR 1. ALL SWALES ARE DESIGNED AS WET BIOFILTRATION SWALE. PLASTIC LUMBER W WIDTH VARIES _3.0'_I —_ 2. LONGITUDINAL SLOPE: POST (3.0' MIN) — —I I=I I M WESTERN SWALE - 0.5% PLASTIC LUMBER III; CENTRAL SWALE - 0.5% PRE -DRILL HOLES IN PLATE 3 POST FOR MACHINE 1 III= I I=III' EASTERN SWALE - 0.5% BOLTS, 2-IN AND 10-IN FROM TOP OF I M I I— I 3. BED WIDTH: POST I MI I I =1 WESTERN SWALE - VARIES (3.0 FEET MINIMUM) / — 3/8-IN PLATE I=III-I CENTRAL SWALE - VARIES (3.0 FEET MINIMUM) STAINLESS _—_— I MI I (=I I EASTERN SWALE - VARIES (3.0 FEET MINIMUM) 3/8-IN PLATE STAINLESS WASHER (TYP) ;i;l 1=III=III MI=I- I I II 4f; 4. LENGTH: WASHER (TYP) _j "` WESTERN SWALE - 102 FEET I 2.0' O.C. (MAX) CENTRAL SWALE - 261 FEET I BETWEEN FLOW PLASTIC LUMBER EASTERN SWALE - 150 FEET / SPREADER POSTS PLATE 3/8-IN LOCKING OR 5. SEE LPP SHEETS FOR LANDSCAPING PLANTING PLANS. STAINLESS DOUBLE 3/8-IN X 6-IN NUT / STAINLESS MACHINE BOLT 4-IN X 4-IN (NOM.) PLASTIC LUMBER POST PLATE INSTALLATION PLAN 3 SCALE: NTS - WET BIOSWALE TYPICAL SECTION C-C SCALE: NTS 12/10/2024 1 SS I RP I SS DATE IDSN ICHK IAPP ISSUED FOR BID REVISION DESIGNED BY: S. SRIDHARAN DRAWN BY: H. ONG CHECKED BY: R. PARISH APPROVED BY: S. SRIDHARAN l' SUBMITTED BY: 12-02-2024 R. PARGAS Qui .5r)?IDE J U _co co W J BRT General Engineering Consultant z " SOUNDTRANSIT DATE: REVIEWED BY: DATE: 12/10/2024 1 J. ALTCHECH 12/10/2024 SCALE: NTS FILENAME: S1-BT120-CDD501-506 CONTRACT No.: RTA/CN 0205-24 DATE: 12/10/2024 FINISHED GRADE / BOTTOM OF BIOFILTRATION SWALE STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 CIVIL DRAINAGE DETAILS 2" MEDIUM COMPOST TILLED INTO 6" TOPSOIL R-4332161 DEVELOPMENT ENGINEERING msippo 11 /25/2025 DRAWING No.: BT120-CDD506 FACILITY ID: BT120 SHEET No.: REV: 185 0 C'7 N T N O O N CU C'7 C'7 N O O O I 4 N Q J N co Xrefs: co xBRT-CUD05-T GB-SEAL-SS56 0 W 1' 15- ti O O LO U 0 N_ m CO O N CO M O 75 W `R Z H J D U) Z O U Z ry O m CO O C� U) Y U_ Cf) _ 06 Cf) m Y Q U) U) m — O U Q < co Z_ Y LO >O N >> O n o U 9 Xrefs: co xS1-BT120-CMN xBRT-CUD05-T xS1-BT120-CMP 0 xS1-BT120-CPP xS1-BT120-VSF xS1-BT120-USP xS1-BT120-UW 0 GB-SEAL-MR46 1 1 xS1-BT120-UCP xS1-BT120-UCN xS1-BT120-G7K xS1-BT120-CZN002 20 019 0 0 N 'm U) 0 N co 0 0 0 U z 0 Q 4ql yam, co cn cn co \ 1 U `� sS o I // I I � I ° �� o , Ip M� m l I 1� I cn I LL�� 11 m II� c �� I I � I I ss --4— Ss ss --- ���� i /� j o 1 o IU)o M o o m I LL �S FO �� I G O I m I --- FO ---- FO V o m / V�. -- --- M m m �O FO ---- FLL O --- ;S ---- SS ---- SS ---- \ SD SD — SD — — — SS — — — —��. —-- J _ -- _�W— — -- —SCL SD -- SD --- SD— SD D-- — SD -- -- __ — — — SD 9B---=�®--- �D --SD —SDSID D-- _ — ° — -� —//- / -- L� — — — --- — — -- — O!,�— _ — SS = Ss— — — s — ss — — — S — — Ss — — ss ��_ — — SS V W —_ O --- FO ---- FO , _F0----- FO FO ---- F FO --- W---WT--—W-----W o—W -- / ---- m — m f,---W — --W —W-- �— W— — —W---- W U) FO--- / / �� _ m — 0�--ASS----SS c�0 W F ri / m LU 5 i / PO �, II— Q: V I � I I o UU)i I 103 I V -� U) — — — — SS cn CROSS REFERENCING OF DRAWINGS BASE SHEET TITLE 101 102 103 104 105 106 107 1"=20' DRAWING SETS S1-BT120-UCP101 S1-BT120-UCP102 NOT USED S1-BT120-UCP104 S1-BT120-UCP105 S1-BT120-UCP106 NOT USED CROSS REFERENCING OF DRAWINGS BASE SHEET TITLE 201 202 203 204 (205 1"=20' DRAWING SETS S1-BT120-UCP201 S1-BT120-UCP202 S1-BT120-UCP203 S1-BT120-UCP204 S1-BT120-UCP205 3 // � O � m O � 0 I o F m M w o� 1 0 I t o I I o M o o \ . cn I U m l m eo sas �M —sL Dsu 0 O o o N I 0 0 0 I I I l o I / l eOsea o m o m M o W,- - W,-, D W-- -- _ m SS I— J .,�' � � 0 ----W I m o _ A a �— 202 NORTH DRIVEWAY w, it'), O I p m m203 eo o U m U) I 11 _ -----W —W ��` �� - i u m ® US BAY � ars BUs AY ° 201 0 ,� _- 1 o M, `'' 102 I �` SOUTH DRIVEWAY m _ W d r p — — — ss —� N _ �, 2 ®� 1 m i I LV I 204 ®� m m 106 � I ti I , 1 m - o " �XI N- 0 — O , O E O P N- I _ E" _ s+#{A# m — " 1— " " FO V-j o " FO " OE �O O O .oP G p F FO - 105 ° I m o S m ^' — - WAY _ — V M g D Y I GR% � o cncn "F t F p U' cn o p p M O m I SCL 230kV TRANSMISSION LINES 1111111 SS— FO I o104 S ---FO— 1 -0� ss--- E, — — _— Fes= DI I �\ SS W—_SS � �� —FiC SS —I —F0 co �\� AREA MAP M I w A 1"=80' \ p UI �m _o z A 10/24/2025 MR MS MR CoR Permit Revision - CNWD #001 c'' 0� 2 07/07/2025 MF DP MF ADDENDUM #3 N � 1 06/13/2025 MR MS MR ADDENDUM#1 N 0- 0 12/10/2024 MR MS MR ISSUED FOR BID o U No. DATE DSN CHK APP REVISION DESIGNED BY: M. ROUGH DRAWN BY: M. ROUGH CHECKED BY: M. STARLING APPROVED BY: M. ROUGH SUBMITTED BY: 10/24/2025 R. PARGAS FO ,s / S / �5 ,F CFO I \ FO W S� U- I I I I I I I I PSE 230kV TRANSMISSION LINES cn I cn I I I I I O I c I cn I 1 I(j) I c/) i n SCALE: QJ 1 "=80' - Q FILENAME: 45 co c/) w J S1-BT120-UCP100 BRIT General Engineering Consultant z " SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: REVIEWED BY: DATE: DATE: 12/10/2024 1 J. ALTCHECH 12/10/2024 12/10/2024 GENERAL NOTES: � N 1. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM N TO THE CITY OF RENTON UTILITY SPECIFICATIONS, O CITY OF RENTON STANDARD PLANS, THE LATEST 0 EDITION OF WSDOT STANDARD SPECIFICATIONS FOR N ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. () 2. THE CONTRACTOR SHALL HAVE ALL UTILITIES VERIFIED PRIOR TO CONSTRUCTION. CALL 811 AT LEAST 2 WORKING DAYS PRIOR TO ANY CONSTRUCTION. THE ENGINEER SHALL BE CONTACTED IMMEDIATELY IF ANY CONFLICTS NOT NOTED ON THESE PLANS ARE FOUND. 3. ALL UTILITIES SHOWN ARE APPROXIMATE AND WILL BE CONFIRMED BY THE CONTRACTOR. 4. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES AS NEEDED TO COMPLETE RELOCATIONS AND ADJUSTMENTS TO EXISTING FACILITIES. 5. CONTRACTOR SHALL RECOGNIZE POSITION OF TRANSMISSION CONDUCTORS FOR SCL AND PSE FOR ALL WORK WITHIN THE PROJECT LIMITS. 6. FOR CONTRACTOR REFERENCE ONLY, SCL HAS IDENTIFIED THE LOWEST CONDUCTOR ELEVATION OF 65 FEET FROM EXISTING GROUND ELEVATION. CONTRACTOR SHALL VERIFY CLEARANCES ARE MAINTAINED DURING CONSTRUCTION PER THE APPLICABLE CLEARANCE REQUIREMENTS FOR ALL SCL AND PSE TRANSMISSION LINES WITHIN THE PROJECT LIMITS AT ALL TIMES. N 80 40 0 80 160 SCALE IN FEET DEVELOPMENT ENGINEERING msippo 11 /25/2025 U R-4332163 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER BT120-UCP100 BT105 FACILITY ID: UTILITIES BT120 SHEET No.: REV: DEMO PLAN AREA PLAN AND GENERAL NOTES 200 A LO 0) O O T co 0 O N Q J A Xrefs: (� xBRT-CUD05-TB xS1-BT120-UCP xS1-BT120-VSF1 O xS1-BT120-UCN xS1-BT120-GZK GB-SEAL-MR463 0 xS1-BT120-VRX xS1-BT120-CAP w xS1-BT120-CPP xS1-BT120-GZK xS1-BT120-CZN cm CD 0 a 0 N_ m 'o N CO M 0 0 O U z E 0 Q 2 D m pCu/)I �m _O N 4 z c;' Y A LO 1 N 0 N o 0 No \ ter \\ o O� 2R \ \ o m — —RATUIV- —— E-- —�E-- F -- \ N O \\ Oo \ V A \ o \ Om \ -----W-----W--- W \—a—W--- -W M \----M---\—_ --- v o V � A m lo GRADY 150+00 \ \ RAINIER 200+00 k \ v \ m RAIN I ER 201 +00 T \ \ \ RAINIER STA 200+00.07 m I \ O \ = GRADY STA 150+00.02 \; \ O h \\ CL BT120-C-GRADYWAY' O \ �\ \ \ SL-1-6--6-- - - SL-1-B- - ul V -1-SL-1-D 3 RENTSN- - 3 -- -----3 -3 \ J _S<- "� Focz-1� - I Foc2-1 lids E _ olN \� \ FO —� — JIM O { ' - c _NC SD G \\ o �- � \ \ RppY S PA04 NL�NE � G -� �203C Wk SEE OW G GENERAL NOTES: CONSTRUCTION NOTES: 1. SEE SHEET BT120-UCP100 FOR GENERAL NOTES. 11 ! PROTECT UTILITY IN PLACE 2. SEE ILLUMINATION PLAN FOR LIGHT POLE REMOVAL. 10/24/2025 MR MS MR jCoR Permit Revision - CNWD #001 6/13/2025 MR MS MR ADDENDUM#1 12/10/2024 MR MS MR ISSUED FOR BID DATE IDSN 1CHK APP REVISION DESIGNED BY: M. ROUGH I ROUE ��q WASv �Y DRAWN BY: M. ROUGH o` CHECKED BY: M. STARLING ���sS�GI STE��'����� ZONAL � APPROVED BY: SUBMITTED BY: M. ROUGH 10/24/2025 R. PARGAS CL BT120-C-RAINIERS ABANDON THE PIPE IN PLACE AND PLUG BOTH ENDS OF THE PIPE (MANHOLE REMAINS IN SERVICE). PROTECT EXISTING ART INSTALLATION. c? I RAINIER A VE S RAINIER 202+00 NIA I UNLINt SEE DWG BT120-UCP205 O d` N c Q � �a C V _ F �O zN m •'� LLI ZD J Lu =Vj co - - - RAINIER 203+00 u _ W1-12-9- _ W1-12-8- _ - W1-12-B- _ Wi-72-6� N W � Ll W 7TH ST 103 L I 102 201 107 202 106 _ 203 O 204 205 105 101 � 104 SW "' Y OVA CIO SCALE: QJ 111=20' - U FILENAME: 4b5 C/) c/) uw J S1-BT120-UCP101-106 BRT General Engineering Consultant J SDUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: REVIEWED BY: DATE: DATE: 12/10/2024 1 J. ALTCHECH 112/10/2024 112/10/2024 20 10 0 20 40 KEY MAP SCALE IN FEET DEVELOPMENT ENGINEERING ` msippo 11/25/2025 R-4332164 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER BT120-UCP101 BT105 FACILITY ID: UTILITIES BT120 SHEET No.: REV: DEO PLAN RAINIER STA 200+00 TO RAINIER STA 204+00 200A A N T O N CU t' J O O N Q J N co Xrefs: M xBRT-CUD05-TB xS1-BT120-UCP xS1-BT120-VSF1 O \ CjS , _AA/ xS1-BT120-UCN E \ / / / / \� �i I 0 S xS1-BT120-GZK 5CJ s/ \ / / / z' \ / S / / e� / GB-SEAL-MR463 cis / N xS1-BT120-VRX xS1-BT120-CAP w / / DO E,' c /SSi xS1-BT120-CPP A xS1-BT120-GZK xS1-BT120-CZNt \\ / ,j / /�Z-, NG SQ / - JA^R \ \ / � �`^_ / j1 12 / O - � �0 PO SID Q co co/ - \ N S 20 I I N pCD — \ E I E�-- , E2-1_ — — - M C -- 4 \ G1-1 F_, 1,�1_ _ _ FO _, -E2-1 - G1- FGC1-1 �} 1 -1 ` - - _ G1 - / ii OC3-1 y1 OC3-1 -,� _ _ 0 1 FOC1- FOC -®61=1 _- - -OC3-1 - _-SFL_..�P-- E2-11-SL-1-8- _ _ _ Fp G,- F, F G —s�- FO_— _ G mcs -� — G _ .�_ _ ,- — — -1 - 1- FO — — 77 _ '� E ,, _ W N S TC 609+53 Z — — _ _ _ — = O W1-AZ Bo 9�/ W l 15 11 G — _ o /p SSE _ — 1-,2 — \ I 11 19 O � N 10 o N TC 510+00 I /� = SS E S \ �I - + 48 1 I Q RAINIER A �' _ \ co 7 ti RAINIER 206+00 o I I - o 0 I � o 205+00 N S TC STA 610+02.99 INI y 18 = RAINIER STA 206+67.81 N TC STA 510+04.91 +00 1 18 = RAINIER STA 207+16.93 , , — ' \ RAINIER 207+00 (TYPED � I HWr W1 wi Aeo e MATCHLINE: MATCHLINE: SEE DWG BT120-UCP203 SEE DWG BT120-UCP201 GENERAL NOTES: 1. SEE SHEET BT120-UCP100 FOR GENERAL NOTES. CD 2. SEE ILLUMINATION PLAN FOR LIGHT POLE REMOVAL. N CD 0 N m U) 'o N co NT 0 0 0 U Z 0 U� 0 Q c� � m O �m C/)I _0 Q< � N U Z rn � N 1 06/13/2025 MR MS MR ADDENDUM#1 0 12/10/2024 MR MS MR ISSUED FORBID a_ o o U No. DATE DSN CHK APP REVISION CONSTRUCTION NOTES: 10 REMOVE MANHOLE, VAULT, OR CB cil PROTECT UTILITY IN PLACE 15 ADJUST GAS VALVE BOX (BY OTHERS) 18 REMOVE VALVE AND CAP WATER LINE 19 NEW GAS VALVE (BY OTHERS) 20 ABANDONED GAS VALVE (BY OTHERS) 48 ABANDONED CB DESIGNED BY: M. ROUGH DRAWN BY: M. ROUGH CHECKED BY: M. STARLING APPROVED BY: M. ROUGH 1 SUBMITTED BY: 6/12/2025 R. PARGAS BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH N �cn w 103 L 102 2 1 �2" 5 107 0 � 202 106 203 204 205 105 101 104 WAY CIO SCALE: 111=20' QJ FILENAME: - Q � � w J S1-BT120-UCP102-106 J U_ SDUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: DATE: 12/10/2024 12/10/2024 u11 UPDATES TO ROW \ ' SEE SHEETS BT120-RPP 101-BT120-RPP 102 BT120-RPP 105-BT120-RPP 106 BT1 20-RPP201 -BT1 20-RPP205 KEY MAP SCALE IN FEET DEVELOPMENT ENGINEERING msippo 11 /25/2025 R-4332165 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER BT120-UCP102 BT105 FACILITY ID: UTILITIES BT120 SHEET No.: REV: DEMO PLAN RAINIER STA 204+00 TO RAINIER STA 208+50 201 1 co N T 0 N U LO 0) 0 0 T N co C'7 O O N Q J Xrefs: xB RT-CU D05-TB xS1-BT120-UCP( xS1-BT120-VSF1 xS1-BT120-UCN( xS 1-BT120-GZKC GB-SEAL-MR462 xS 1-BT120-VRXC xS 1-BT120-CAPC xS1-BT120-CPPC xS 1-BT120-GZKC xS1-BT120-CZNC N co I I 0 w cm CD N 0 a 0 N m 'o N M 0 0 O U Z E 0 U� Q c� � m Ocu/)I �m _o a N Z N 1 0 o U No LO r LO O F-v c/)� �o p CV Q r Lu � m go J W = W H Q MATCHLINE: MATCHLINE: SEE DWG BT120-UCP205 SEE DWG BT120-UCP204 GENERAL NOTES: CONSTRUCTION NOTES: 1. SEE SHEET BT120-UCP100 FOR GENERAL NOTES. 2. SEE ILLUMINATION PLAN FOR LIGHT POLE REMOVAL. 06/13/2025 MR MS IMR ADDENDUM#1 12/10/2024 MR MS IMR ISSUED FOR BID DATE DSN CHK I APP REVISION 10 REMOVE MANHOLE, VAULT, OR CB cil PROTECT UTILITY IN PLACE D12 REMOVE FIRE HYDRANT DESIGNED BY: M. ROUGH DRAWN BY: M. ROUGH CHECKED BY: M. STARLING APPROVED BY: M. ROUGH SUBMITTED BY: 6/12/2025 R. PARGAS 4b5TJ?IDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 1 J. ALTCHECH Q w cn W J J J SovNDDMNS►T DATE: 12/10/2024 =Q P U W 7TH ST 103 102 201 107 202 106 203 204 1— 205 _ 105 - 101 � � 104 SW GRADY WAY17 r c SCALE: 1 "=20' FILENAME: S1-BT120-UCP102-106 CONTRACT No.: RTA/CN 0205-24 DATE: 12/10/2024 LO LO LO Qa �v c/)� �o pc*4 Q � � m 0 W Z_p J LLJ = W H cl) Q 5 UPDATES TO ROW \ ' SEE SHEETS BT120-RPP 101-BT120-RPP 102 BT120-RPP105-BT120-RPP106 BT1 20-RPP201 -BT1 20-RPP205 20 10 0 20 40 "�m— I I I KEY MAP SCALE IN FEET DEVELOPMENT ENGINEERING msippo 11 /25/2025 R-4332166 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER BT120-UCP104 BT105 FACILITY ID: UTILITIES BT120 SHEET No.: REV: DEMO PLAN G RADY STA 151 +00 TO G RADY STA 156+50 202 1 co T N 0 N U LO 0) 0 0 0 0 T I..L co C'7 O O N Q J 9 Xrefs: (� xBRT-CUD05-TB xS1-BT120-UCP 1 xS1-BT120-VSF1 O xS1-BT120-UCN xS1-BT120-GZK 1 GB-SEAL-MR46 Q xS1-BT120-VRX xS1-BT120-CAP w xS1-BT120-CPP xS1-BT120-GZK xS1-BT120-CZN cm CD CV 0 a 0 CV m U) 'o CV C7 NT CD 0 O U Z E 0 U� Q c� � m Ocu/)I CO O a � U CV Z N 1 0 o U No MATCHLINE: LAKE STA 401+50 SEE DWG BT120-UCP106 1 l� �w o 1 rrl 00 m E- E v E1-1 El -I -/ E1-1---E1-1 E- - >-G� ' / �( �(� �/, *'00i I O 2- E�� t l 2-PSE 0 - 1- „- W/i- �/70 /fi1 /7" 77� I m E -1�� C>�I 1 -E1-1$-ice - -1-$-! E1-1-ice1-1$ E1 -1 -ice - -E1-1$ E1 -1 -ice - -E1-1$ / - 1 -1-� 1 1 -E1-1$ 1 - - 1-1- Ei-1-� - 1-1$-El-1-9- --E1-1-�-El-1-9- - E1-1$ -I- E E� 26.43 1 1- I O� O O 2-PSE 1 i p I 1 / �" m "' -------------------------------------- i%---------------------------------- 0o----� �" I �� I s� m m 31---i-- 1 ,0 1 1 1----- 1 ic' 0E--- -OE --- E OE -OE - OE E - -O� -OEM - - OE O - - -I E - OE O O OF + �E - OE - OE -OE OE OE - - - -OE - - - - 1 10 �� 1 — CL BT120-C LAKEAVES SO ' AnfO77 mI m° I I -- -- 1-- 1-- - 1 -- -- --1 -m - s� -- --% -- -- ul) C+ - ---- - 1 O EZ XP1E -- m - - - �f �fl 92 R Wl-BL-fflC E �E -- OE ---OE - OE -OE----0E----0E----0E-- OE E OE ��NC- �; -OE OE Iq - - - - - - - - E2_ - - _{� 1 -F 1 2_1 _ _ AjO3C2-1 - - FOC2-1 - - / I F0C2-1 - - - LO O �' 7 fi'B- 1- - 1 E1 1 _ SL-1 SA - SL 1 7 SL- _ _ r - - - - _ _ _ _ _ _ _ _ 1 1 _ - -- - -- FOC2-1-- 1 O SL-1-♦- - -SL --SL-1-♦� --SL-1-l9 --SL-1-♦-- 1-§ SL-1 r♦� - SL-1-� SL-1-♦� - /n aS(/1/ \ \ - E - - - - E r� VV SW O- V cn ED 1 C&G p 1 1 1 O (TYP.) 11 o m° �' / m j 10 �N 1 1 26 Q 11 11 11 11 m° m m m 1 1 O LAKE STA 400+00.05 I 1 I (� m LAKE 400+00 GRADY STA 158+70.91 W - GRADY 157+00 1 1 GRADY 158+0 GRADY 159+00 0 o �p GRADY 160+00 GRADY 160+46 Z D 1 1 1 O 1 I m 1 2 W CL BT120-C-GRADYWAY 11 1 0 1 1 1 m l I 1// S GRADY WAY (n - FO RO - - - FO - - - FO - - F F F0/ FO F 1 / - -CFO - - - F 1 - - FO FO - - FO V - 1 � - � - 1 1 �1 T - - FO FO - - FO FO FO - FC 1 2-ZAYO FO 1 1 2-ZAYO FO I D1 / O O 2-ZAYO FO Q FO --FO FO - -1 FO - - I=0 - fO FO - - - O - - F F¢ - - FO - - F - -I F1� FC9�---FO - - FO - - - FO - - - FO - FO FO - FC ,n/� FO 1 - - - FO - - - - FC 1 O SO - s,-1- --TS1-1- fl 5� FpF� - - FO - - - FO - - - - FO - CENTUR1�11KF0 - - FO - - - - FO o m m 1 I —rr7 C&G—E2-1�-- E2 LAKE 399+48- 11 / // o �� c&G 1 � m --_E2-1 -- - - - -- I / 3-1 jrri-CO - FOC 1 - FOC3-1 - - FO - - - FOC3 1 `SW -�- --�OC3-1-�- - - C-1-� FOC3-1 _� — S —_--- — — —_-- -- a=1 O Ts Q 9/� S _ --- Foci-1— E--——— E—— — — —E - - i -1 - y� - 8 SW - - -1 -- - Fp 1 -_ _ - m FDC�1 I - -11 -- F 4-1 F860._1- _ _ - FOC4-1 - - - - �C�-• \ - - - -e�- V _ - - - C _ - - _ - CJ� Fe Fo o m 1 - _ O m 8., coNc I 1 SD 1 - SD - - - - SD �� — Foc1-1 e� F 1 1 11 1 11 11 /�� p� F� FO -1�— " Foc1-1 e— O 1 I I C3( � p FO - - - - FO - /F p -� 1 O I 1 m o o �1 m 1 / 0 / IFo I I� �..r _ - - - � i -� 1 � /. � � irwi 1Al/! C/l Fn GENERAL NOTES: CONSTRUCTION NOTES: 1. SEE SHEET BT120-UCP100 FOR GENERAL NOTES. 10 REMOVE MANHOLE, VAULT, OR CB 2. SEE ILLUMINATION PLAN FOR LIGHT POLE REMOVAL. 11 ; PROTECT UTILITY IN PLACE W -VA5 N � w C26) RELOCATE ELECTRICAL DISTRIBUTION PANEL AND = Q P HANDHOLE W 7TH ST II 31 REMOVE VALVE 103 L 102 201 107 202 106 203 204 205 _ 105 I ,- 101 104 SW GRADY WAY r co 1 17 cc 06/13/2025 MR MS IMR ADDENDUM#1 12/10/2024 MR MS MR ISSUED FOR BID DATE DSN CHK APP REVISION DESIGNED BY: M. ROUGH DRAWN BY: M. ROUGH CHECKED BY: M. STARLING APPROVED BY: M. ROUGH SUBMITTED BY: 6/12/2025 R. PARGAS UPDATES TO ROW \ ' SEE SHEETS BT120-RPP 101-BT120-RPP 102 BT120-RPP105-BT120-RPP106 BT1 20-RPP201 -BT1 20-RPP205 20 10 0 20 40 KEY MAP I SCALE IN FEET DEVELOPMENT ENGINEERING Ismsippo 11/25/2025 R-4332167 SCALE: STRIDE BUS RAPID TRANSIT DRAWING No.: w 111=20' BT120-UCP105 Q FILENAME: SOUTH RENTON TRANSIT CENTER 4S U) c/) w J S1-BT120-UCP102-106 BT105 FACILITY ID: BRT General Engineering Consultant LL CONTRACT No.: BT120 SovN�Ti�►Nsir RTA/CN 0205-24 UTILITIES SHEET No.: REV: DATE: REVIEWED BY: DATE: DATE: DEMO PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 203 1 12/10/2024 1 J. ALTCHECH 12/10/2024 12/10/2024 co T N O N U LO 0) O O 1 T Xrefs: xB RT-CU D05-TB xS1-BT120-UCP( xS1-BT120-VSF1 xS1-BT120-UCN( xS 1-BT120-GZKC GB-SEAL-MR463 xS 1-BT120-VRXC xS 1-BT120-CAPC xS1-BT120-CPPC xS 1-BT120-GZKC xS1-BT120-CZNC D O ry WE SO LO N 6 LO N 0 0 N co M I C) I 0 w 0 N 0 U D 0 N_ m CO O N CO M It 0 75 O U U Z_ ry r) 2 C� O ry 75 7-5 m I 00 O U Q C� Z_ Y ry O U M N T N 0 C) N U LO 0 0 0 0 T rY n co M N O O O N Q J N co Xrefs: co xBRT-CUD05-T xS1-BT120-VSF xS1-BT120 UCN xS1-BT120-GZK 0 GB-SEAL-MR46 xS1-BT120-UCP xS1-BT120-VRX Q xS1-BT120-CAP 1 xS1-BT120-CPP ui xS1-BT120-GZK xS1-BT120-C7N LO 0 N 0 N 0 N m cn 0 N coo 0 0 O U z 0-1 Q 2 � (D OZ5 D m p c/)I �m _O N z C'i Y A 0 1 LON 04 0 o U No MATCHLINE: NOT USED THIS SERIES W cn GENERAL NOTES: CONSTRUCTION NOTES: 1. SEE SHEET BT120-UCP100 FOR GENERAL NOTES. 10 REMOVE MANHOLE, VAULT, OR CB 2. SEE ILLUMINATION PLAN FOR LIGHT POLE REMOVAL. 11 PROTECT UTILITY IN PLACE 12 REMOVE FIRE HYDRANT 16 REMOVE HAND HOLE 27 REMOVE TRANSFORMER (BY OTHERS) 28 REMOVE ELECTRICAL EQUIPMENT (BY OTHERS) 10/24/2025 MR MS MR I CoR Permit Revision - CNWD #001 06/13/2025 MR MS MR ADDENDUM#1 12/10/2024 MR MS MR ISSUED FORBID DATE IDSN ICHK APP REVISION DESIGNED BY: M. ROUGH DRAWN BY: M. ROUGH CHECKED BY: M. STARLING APPROVED BY: M. ROUGH MATCHLINE: SEE DWG BT20-UCP203 SUBMITTED BY: 10/24/2025 R. PARGAS DATE: 12/10/2024 Q J U .5rqIDE co co W J BRT General Engineering Consultant z " SOUNDTRANSIT REVIEWED BY: J. ALTCHECH DATE: 12/10/2024 ���� 5 N co�P J�' 7TH ST 103 L— 102 201 107 202 106 203 204 205 105 101 104 CIO A SCALE: 1 "=20' FILENAME: S1-BT120-UCP201-205 CONTRACT No.: RTA/CN 0205-24 DATE: 12/10/2024 20 10 0 20 40 KEY MAP SCALE IN FEET DEVELOPMENT ENGINEERING msippo 11 /25/2025 U1 R-4332169 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER BT120-UCP201 BT105 FACILITY ID: UTILITIES BT120 SHEET No.: REV: DEMO PLAN S RENTON TRANSIT CENTER 205 A C'7 N T N 0 O N CU LO 0) Q T co 0 O N Q J Xrefs: xBRT-CUD05-Ti xS1-BT120-VSF xS1-BT120-UCN xS1-BT120-GZK GB-SEAL-MR46 xS1-BT120-UCF xS1-BT120-VRN xS1-BT120-CAF xS1-BT120-CPF xS1-BT120-GZK xS1-BT120-CZN D O ry WE SO LO N 6 LO N 0 0 0 N 0 N a_ U D 0 N_ m CO O N CO M It 0 75 O U U Z_ ry r) 2 C� O ry 75 7-5 m I L7 00 O U Q C� Z_ Y ry O U M N T N 0 0 N U LO 0 0 0 0 0 T nY n co M N O O O N Q J N co MATCHLINE: Xrefs: co xBRT-CUD05-TB SEE DWG BT120-UCP201 xS1-BT120-VSF1 xS1-BT120-UCN O xS1-BT120-GZK — GB-SEAL-MR46 I I '1 xS1-BT120-UCPLj xS1-BT120-VRX I II /�� E o xS1-BT120-CAP LU xS1-BT120-CPP xS1-BT120-GZK xS1-BT120-CZN t \_ Z E1' \ - Ii'11� \ _ � E fi� � � t3f'pp8 �� LPL - `� J r' GAS LINE HAS BEEN a 51 1,04 REMOVED BY OTHERS ' - VFOC s W n - Z O RT I ML N -ML M 1* fly fff- 4* M ML lff ffF I HV- lff 1f� lff lff f/� - 29 0 N ' � �I I �I 1 '1 16 LLI LLI cn 1 1 I II 11 ' SD 1 1 II I 1 I ' W N /ILU N 1 T 1 1 I, 1 1 W Z 11� \ EX. ROW (TYP) 1 . • � 11� Q) — 2 CIA 1� 5 GENERAL NOTES: 1. SEE SHEET BT120-UCP100 FOR GENERAL NOTES. 2. SEE ILLUMINATION PLAN FOR LIGHT POLE REMOVAL. 0 N a_ 0 N m co 'o CO co It 0 0 O U z 0 D a 0 � m O �m UI _O Q LO N U Z 6i N 1 06/13/2025 MR MS MR ADDENDUM#1 o 0 12/10/2024 MR MS MR ISSUED FOR BID o U No. DATE DSN CHK APP REVISION \ �o� \ \ GAS LINE HAS BEEN REMOVED BY OTHERS v � in m 11 vc Y� 2 � CL BT120-C-RAILAKDW - RAINIER oo AND 3 _ `g j RBI C DW 716+00 N r LAKE DWY O Z Cm Xw - � �'_ �— n X � c� -� Nvo _ — — i CONSTRUCTION NOTES: 10 REMOVE MANHOLE, VAULT, OR CB 11 PROTECT UTILITY IN PLACE C16 REMOVE HAND HOLE 29 REMOVE GAS VALVE (BY OTHERS) 51 CUT AND CAP WATER METER 1 DESIGNED BY: M. ROUGH DRAWN BY: M. ROUGH CHECKED BY: M. STARLING APPROVED BY: M. ROUGH � � v jw , \ / — — / // EX. PARCELin �o / BOUNDARY (TYP) ' ffl MATCHLINE: SEE DWG BT120-UCP205 1 WAS, j 46378ISTO� 0NAL �' SUBMITTED BY: 6/12/2025 R. PARGAS N CO Q_ u SW 7TH ST 103 u u 102 201 107 202 106 _ 203 204 _ 205 � � 105 l 101 104 w �o cn SCALE: J1 "=20' Q co FILENAME: 45 co w J S1-BT120-UCP201-205 BRT General Engineering Consultant J U- SouNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: REVIEWED BY: DATE: DATE: 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 UPDATES TO ROW \1 SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT1 20-RPP201 -BT1 20-RPP205 20 10 0 20 40 KEY MAP SCALE IN FEET DEVELOPMENT ENGINEERING msippo 11 /25/2025 R-4332171 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER BT120-UCP203 BT105 FACILITY ID: UTILITIES BT120 SHEET No.: REV: DEMO PLAN S RENTON TRANSIT CENTER 207 1 co T N O N U co 0 O N Q J 9 Xrefs: (� xBRT-CUD05-TB xS1-BT120-VSF1 xS1-BT120-UCN O xS1-BT120-GZK GB-SEAL-MR46 xS1-BT120-UCP 0 xS1-BT120-VRX xS1-BT120-CAP W xS1-BT120-CPP xS1-BT120-GZK xS1-BT120-CZN MATCHLINE: SEE DWG BT120-UCP202 o m m ti mm I 0 m 10 i O 11 ; 0 pf , Ill m 0 L BLD O I m 0 I EQUIP mIGM W 4 BLRD F O 000 10 0I �---- 2 X"" 0 171 1- OZ GAS LINE HAS BEEN """ """"" 27�, CON C i11 10 _ _ I _ REMOVED BY OTHERS GP -- X "--m 10 _- "� —� ----- ------ 5`�/ U SIGN POST ON X r--------------- _ - m CONC BASE """" O �- -- O 27" CO) 12 Q I X" "", 4W, /-- 1_�K jfl l � 'v v-0 0 iv 'w O 2� pN �Aff- �H_ m " 10 -o{""------------ ! -- ---------------- ---- m0 ----------- 4 10 00 /G z 3BLRD O �X mil -�- 0 cn �}� N� m LL `L O I W w I I ' - n ; x > / 4H EX. PARCEL \ 1 WM m o 10 ao - I - - BOUNDARY TYP m �P _ gg G� r r_ r — SS i s Hl- AAl I* 1 — _ —1 ' I C 10 S I Orl m I w _ _ f VAT — SS — -1 10 m o�' I 1 Q 30' o I ,�' - 10 CL BT120-C-RAILAKDW -1 m �• GQ SHEL TEq �� ��• co 11 I aa[M GM { CANOPYI 0 .CG - m �P- I 10 i - "� m Q ❑ w _ o �20k00 �V RAINIER AND LAKE DEWY 0 �. - - " URAILAKDW 718+00 - RAILAKDW 719+00 m— _" 2_PSE I I ' , RAIL KDW 717+00 I _ L 10 _ = GNL NE' p10 D Ar CAST oM • • SFF M � ��; �,-�►=�+-�' �� 4 A,�CNL1N vCp10 D* y?o, F.• v�p 0 ?os LO CD GENERAL NOTES: CV a 1. SEE SHEET BT120-UCP100 FOR GENERAL NOTES. U 2. SEE ILLUMINATION PLAN FOR LIGHT POLE REMOVAL. 0 CV m W C) CV co NT C) 0 01 I U Z 0 U� U D Q C� � m O C/)I �m _O a U CV Z 6 LO N 1 06/13/2025 MR MS MR ADDENDUM#1 4 0 12/10/2024 MR MS MR ISSUED FOR BID o a No. DATE DSN CHK APP REVISION o U CONSTRUCTION NOTES: 10 REMOVE MANHOLE, VAULT, OR CB 11 PROTECT UTILITY IN PLACE 12 REMOVE FIRE HYDRANT 27 REMOVE TRANSFORMER (BY OTHERS) 44 REMOVE VAULT (BY OTHERS) DESIGNED BY: M. ROUGH DRAWN BY: M. ROUGH CHECKED BY: M. STARLING APPROVED BY: M. ROUGH SUBMITTED BY: 6/12/2025 R. PARGAS vVAY -1 SCALE: Q Lu 1 "=20' Q FILENAME: 4b5 0 c/) w J S1-BT120-UCP201-205 BRT General Engineering Consultant LL SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: REVIEWED BY: DATE: DATE: 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 At � 103 102 201 203 205 101 17 cc A UPDATES TO ROW ' SEE SHEETS BT120-RPP 101-BT120-RPP 102 BT120-RPP105-BT120-RPP106 BT1 20-RPP201 -BT1 20-RPP205 N 20 10 0 20 40 KEY MAP SCALE IN FEET DEVELOPMENT ENGINEERING msippo 11 /25/2025 R-4332172 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER BT120-UCP204 BT105 FACILITY ID: UTILITIES BT120 SHEET No.: REV: DEMO PLAN S RENTON TRANSIT CENTER 208 1 co T CV O N U Xrefs: xBRT-CUD05-Ti xS1-BT120-VSF xS1-BT120-UCN xS1-BT120-GZK GB-SEAL-MR46 xS1-BT120-UCF xS1-BT120-VRN xS1-BT120-CAF xS1-BT120-CPF xS1-BT120-GZK xS1-BT120-CZN N co I 0 w I— LO 0 N O N a 0 N m 'o N CO M 0 0 O U z E 0 U� Q 2 � m pCu/)I �m _O N � 4 Z A 0 1 N cl 0 o a 0 No GENERAL NOTES: 1. SEE SHEET BT120-UCP100 FOR GENERAL NOTES. 2. SEE ILLUMINATION PLAN FOR LIGHT POLE REMOVAL. 10/24/2025 MR MS MR lCoR Permit Revision - CNWD #001 06/13/2025 MR MS MR ADDENDUM#1 12/10/2024 MR MS MR ISSUED FOR BID DATE IDSN ICHK IAPP REVISION CONSTRUCTION NOTES: 10 REMOVE MANHOLE, VAULT, OR CB 11 PROTECT UTILITY IN PLACE 51 CUT AND CAP WATER METER DESIGNED BY: M. ROUGH DRAWN BY: M. ROUGH CHECKED BY: M. STARLING APPROVED BY: M. ROUGH SUBMITTED BY: 10/24/2025 R. PARGAS MATCHLINE: SEE DWG BT120-UCP203 4STJ?IDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 1 J. ALTCHECH Q w U W J J J SovNDDMNS►T DATE: 12/10/2024 MATCHLINE: SEE DWG BT120-UCP204 N � �P♦� �5 P IN 7TH ST 103 102 201 107 202 106 203 204 205 105 101 104 S � AD WAY ur cl� SCALE: 1 "=20' FILENAME: S1-BT120-UCP201-205 CONTRACT No.: RTA/CN 0205-24 DATE: 12/10/2024 20 10 0 20 40 KEY MAP SCALE IN FEET DEVELOPMENT ENGINEERING msippo 11 /25/2025 R-4332173 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER BT120-UCP205 BT105 FACILITY ID: UTILITIES BT120 SHEET No.: REV: DEMO PLAN S RENTON TRANSIT CENTER 209 A co T N 0 N U LO 0 0 0 0 0 T N co Xrefs: co xS1-BT120-CPP0 lql- xSl-BT120-VRXO xS1-BT120-CGP O xS1-BT120-CAPO xS1-BT120-CPP0 xS1-BT120-VSF1 0 xS 1-BT120-GZKO xS1-BT120-SWP w xBRT-CUD05-TBI N O 0 a 6 N 00 0 N c� C) z w 2 X w I C� w z w m -r I } 00 - O U Qa LO z_ Y LO �O N j N (.0 U 45 40 35 STA 10+50.00 EL=25.85 30 F WALL SRTC STA 10+00.00 EL=25.21 25i - STA 10+00.00 EL=23.84 20 15 0') C0 Li) (N N 10+00 1 06/13/2025 AE AJF JAE ADDENDUM #1 0 12/10/2024 AE DP AE ISSUED FOR BID No. DATE DSN CHK 1APP REVISION STA 10+99.00 EL=26.52 STA 10+99.00 EL=25.85 STA 11 +47.00 EL=27.18 STA 11 +47.00 EL=26.52 S E E O')00 N N 11+00 DESIGNED BY: A. ESPARZA o ospw DRAWN BY: L. REDMAN � CHECKED BY: 22 A. FORTNER x APPROVED BY: A. ESPARZA 2/June/2025 PlT A A /l . f%el AA 12+00 STA 12+59.00 - EL=28.52 STA 12+59.00 EL=27.85 STA 12+99.00 EL=29.18 STA 12+99.00 EL=28.52 STA 12+42.00 EL=24.84 STA 12+42.00 EL=24.34 STA 13+39.00 EL=29.85 STA 13+39.00 EL=29.18 ----------I------ STA 13+12.00 EL=25.34 STA 13+12.00 EL=24.84 � co co O LO C\ N N co N C'\ 13+00 STA 13+87.00 EL=30.52 STA 13+87.00 EL=29.85 LO m 0') qt N N N 1 N STA 13+75.00 EL=25.84 STA 13+75.00 EL=25.34 IN 14+00 FG SCALE: y9 G LU 1 "=20' �c�0�� SrqIDE U FILENAME: � � 0 w J S1-BT120-SWP101-102 w� N BRT General Engineering Consultant J CONTRACT No.: 4�� w� SOUNDTWWSIT RTA/CN 0205-24 ti SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 EG TOW IRAL DETAILS AND SECTIONS IN T BT120-SGD161. ,E PER GEOTECHNICAL DETAILS. =S TO ROW SHEETS 11-BT102-RPP102 15-BT102-RPP107 11-BT102-RPP205 0 (� r m- mm _ Cv•• G G) �r N� O � 7 STA 14+62.00 60 EL=26.34 STA 14+62.00 -A D EL=25.84 N " O O O - � N co,r-- N 6 20 10 0 20 40 co 15- SCALE IN FEET DEVELOPMENT ENGINEERING 191 msippo 11 /25/2025 R-4332 774 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER BT120-SWP101 BT105 1 FACILITY ID: STRUCTURAL RETAINING WALL PLAN AND PROFILE BT120 SHEET No.: REV: 269 1 co N T N 0 N U LO d) O O O O T rr n co N O O 0 N Q J N co Xrefs: (o xS1-BT120-CPP xS1-BT120-VRX xS1-BT120-CGP O xS1-BT120-CAP xS1-BT120-CPP xS1-BT120-VSF1 0 xS 1-BT120-GZK xS1-BT120-SWP W xBRT-CUD05-TB Lt (7 0 N O O p 0 N H m U) 0 N M O 0 z w U7 X w I (7 w z w m -r I U) -O U a u7 U Z Lo N p o U O 0 O LO r r Q O a. N V + � J ~ J m W Q Z_ W J LLJ V a O m II i 0 m WALL LAYOUT LINE (LOL) I 0 I m I I O I I I m'N I I I I I u m I I O I m I I I I I I o I m I I I I I � I I I I I u I I O I m I I j� m I so I I 1. EXISTING ROW LINE l< O - ,I �i I I ,I� ,&im0wNL O O O O Lj STA 15+39.00 O EL=30.52 STA 15+95.00 a EL=29.85 co ?� STA 15+39.00 STA 15+95.00 oTOW EL=29.85 FG EL=29.18 cj)F- - - J m J - - - - - - - - - - - - - - - - - - - - - - - - - - - - Q EG Lu Z IW TOF STA 16+12.00 J 07 EL=26.84 2 V STA 16+12.00 EL=26.34 a � l p N F00 L0 p p N 1 06/13/2025 AE AJF JAE ADDENDUM #1 0 12/10/2024 AE DP AE ISSUED FOR BID No. DATE DSN CHK APP REVISION 16+00 U7 M NIN DESIGNED BY: A. ESPARZA DRAWN BY: L. REDMAN CHECKED BY: A.FORTNER APPROVED BY: A. ESPARZA END WALL WALL SRTC STA 17+33.29 = NTC STA 510+83.84, 57.04' LT - I j a 1 17+00 STA 16+43.00 EL=29.18 STA 16+43.00 EL=28.52 STA 17+00.0 EL=26.84 STA 17+00.00 EL=26.34 O �- m I V TC 518+00 STA 16+87.50 EL=28.52 - STA 16+87.50 EL=28.02 END WALL SRTC STA 17+33.29 EL=28.02 I-Nv� STA 17+20.48 EL=26.34 STA 17+20.48 EL=25.84 � co i I` ti ti J N N N 17+00 Lo 0 N 'II a w FA 17+60 1 \ , I I I � I I I I I q I I I I I I I I I I i - /- I � I o I I o I o LAKE AVE S I I SAKE 405+N / I o I o I I o - - - -Q-� wf o w1-1 - I I o I 45 40 35 30 25 STA 17+33.29 EL=25.84 20 15 o C6 C6 (N (N 17+60 wasg� G�� � co .5 rJ ?IDE r BRT General Engineering Consultant 22 64 ���� ti SUBMITTED BY: DATE: REVIEWED BY: 2/June/2025 R. PARGAS 12/10/2024 J. ALTCHECH SCALE: 1 "=20' QJ FILENAME: - Q U) U) w J S1-BT120-SWP101-102 J SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: DATE: 12/10/2024 12/10/2024 1. REFER TO STRUCTURAL DETAILS AND SECTIONS IN STRUCTURAL SHEET BT120-SGD161. 2. PREPARE SUBGRADE PER GEOTECHNICAL DETAILS. 20 10 0 20 40 SCALE IN FEET EDEVELO:PIMENT ENGINEERING � o 11 /25/2025 R R-4332175 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER BT120-SWP102 BT105 FACILITY ID: STRUCTURAL BT120 RETAINING WALL PLAN AND PROFILE SHEET No.: REV: 270 1 co N T N 0 N U 0) 0 O T co C O i N Q N Xrefs: M xS1-BT120-LHP xS1-BT120-CMP xS1-BT120-CPP O xBRT-CUD05-T xS1-BT120-VSF xS1-BT120-VRX xS1-BT120-GZK 0 xS1-BT120-CDP 1 1 xS1-BT120-APP GB-SEAL-TRW2 0 0 0 J 0 N m 0 N CO co LLI UJ I w06 Cn I co SS I I W II C I � 1 / I 1 / , SS CI l o l L--- SS SS ___� I / I IIco I I I I I I SS--- I ' CO I I II I I I I SSD — — — SD G—, w --- w-- —-- w---S— w-- L--j L SD --- S�_ -- SD S7THST --- SS— S=SB S -- — L-E ---- ---, - S--- - — - - S W _ —W---- of I—Tw---- w--- I' Q�P • - I I WI m CROSS REFERENCING OF DRAWINGS BASE SHEET TITLE 101 102 103 104 105 106 107 1"=20' DRAWING SETS NOT USED S1-BT120-LHP102 NOT USED S1-BT120-LHP104 S1-BT120-LHP105 S1-BT120-LHP106 NOT USED Ican luo Cn — — — — SS N. Cnn CROSS REFERENCING OF DRAWINGS BASE SHEET TITLE S 202 203 S S 1"=20' DRAWING SETS S1-BT120-LHP201 S1-BT120-LHP202 S1-BT120-LHP203 S1-BT120-LHP204 NOT USED SS 'r I ' o �lot — I i o�in co co. ; SS NORTH DRIVE ♦�,�rs.^p p ...::. .;T�fI� � �irr�usairyiri. � �iii ............................... ZENj f r �I SOUTH DRIVEWAY 1p • �, - .•,._. , � ,ems _ ,107 31• °v 71••• •- .� . so �''� •� GRADY WAY�'•. Q C/)I m DESIGNED BY: — T. WALKER DRAWN BY: Q z T. WALKER � CHECKED BY: N L.FRENCH 0 12/10/2024 TW LF LF ISSUED FOR BID APPROVED BY: o a No. DATE DSN CHK APP REVISION L. FRENCH AREA MAP ill =80' SCALE: J 1 "=80' Q 7 Q FILENAME: 4S.Jacobs w S1-BT120-LHP100 BRT General Engineering Consultant LL SouNDTA/1� A SIT CONTRACT No.: ,Y ,Y�7 RTA/CN 0205-24 SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 GENERAL NOTES: co N 1. SEE SHEETS BT120-CSP101-106, 201-205 FOR SITE N PREP PLANS. 0 2. SEE SHEETS BT120-CDP101-106, 201-205 FOR N DRAINAGE PLANS. C) 3. SEE SHEET BT120-CPP101-106, 201-205 FOR PAVING PLANS. CURRENT PLANNING jding 11 /05/2025 DEVELOPMENT ENGINEERING msippo 11 /25/2025 ' N 80 40 0 80 160 SCALE IN FEET R-4332176 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER BT120-LHP100 BT105 FACILITY ID: LANDSCAPE BT120 SHEET No.: REV: HARDSCAPE PLAN AREA PLAN AND GENERAL NOTES 271 0 CD CD N a J N co Xrefs: co xS1-BT120-LHP xS1-BT120-CMP xS1-BT120-CPP xBRT-CUD05-T xS1-BT120-VSF xS1-BT120-VRX xS1-BT120-GZK 0 xS1-BT120-CDP 1 1 xS1-BT120-APP xS1-BT120-CAP xS1-BT120-G7K GB-SEAL-TRW21032616 GENERAL NOTES: 1. SEE SHEETS BT120-CSP101-106, 201-205 FOR SITE PREP PLANS. 2. SEE SHEETS BT120-CDP101-106, 201-205 FOR O DRAINAGE PLANS. 0 3. SEE SHEET BT120-CPP101-106, 201-205 FOR PAVING o PLANS. 0 4. SEE SHEET LHS101-103 FOR WALL AND BOULDER + COBBLE POINT TABLES. J O N m cn 0 N_ co co It 0 w Y J >Q I w w J m I >Q U) m —O � U �(D N cN z Y N >O N � 0 12/10/2024 TW LF LF ISSUED FOR BID o U No. DATE DSN CHK I APP I REVISION R AINlER AVE S MATCHLINE: SEE DWG BT120-LHP203 KEY NOTES: OSEE SHEET BT120-CR105 FOR TYPICAL SECTION HARDSCAPE DETAIL DESIGNED BY: T. WALKER DRAWN BY: T. WALKER CHECKED BY: L. FRENCH APPROVED BY: T. WALKER LEGEND Jacobs SUBMITTED BY: R. PARGAS Rpl NP / O / / S e � / . MATCHLINE: SEE DWG BT120-LHP201 EXTERIOR CONCRETE FINISH: MEDIUM ETCHED; INTEGRAL COLOR, WSDOT AMS-STD 20227 EXTERIOR CONCRETE FINISH: LIGHT BROOM; STD GRAY RIVER ROCK PATTERN: WSDOT BOMANITE RIVER ROCK SCALE: J 1 "=20' Q - Q FILENAME: .5r)?IDE U) co w S1-BT120-LHP102-106 BRT General Engineering Consultont z " SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: REVIEWED BY: DATE: DATE: 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 I L_ 103 y 102 201 — I 202)— 106 `W.0 W 203 J Q I 204 205 i 105 101 104 1 1 J cfl ct 0 o o M N p C-0 J W N Q m W 3 Z Q =W co CURRENT PLANNING jding 11/05/2025 LD:EVMELi0PMENT ENGINEERING sppo 1 /25/2025 20 10 0 20 40 SCALE IN FEET R-4332177 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER BT120-LHP102 BT105 FACILITY ID: LANDSCAPE BT120 SHEET No.: REV: HARDSCAPE PLAN RAINIER STA 504+00 TO RAINIER STA 208+50 272 0 KEY MAP C'7 N T N O N CU co 0 O O 4 Q J N Xrefs: M xS1-BT120-LHP xS1-BT120-CMP xS1-BT120-CPP O xBRT-CUD05-T xS1-BT120-VSF xS1-BT120-VRX xS1-BT120-GZK 0 xS1-BT120-CDP 1 1 xS1-BT120-APP xS1-BT120-CAP xS1-BT120-GZK GB-SEAL-TRW21032616 0 N 0 2 J 0 N H m O N_ CO m 0 LLI >J I w w J m >Q I U) 0o -o � U �(D N z cN Y N M o N o O r L i V �W c/) � Q C/) a= H � p � W W to Z_ :) J H 20 F Z a 12/10/2024 1 TW DATE IDSN GENERAL NOTES: KEY NOTES: 1. SEE SHEETS BT120-CSP101-106, 201-205 FOR SITE PREP PLANS. 2. SEE SHEETS BT120-CDP101-106, 201-205 FOR DRAINAGE PLANS. 3. SEE SHEET BT120-CPP101-106, 201-205 FOR PAVING PLANS. 4. SEE SHEET LHS101-103 FOR WALL AND BOULDER + COBBLE POINT TABLES. LF I LF I ISSUED FOR BID CHK IAPP IREVISION MATCHLINE: MATCHLINE: SEE DWG BT120-LHP205 SEE DWG BT120-LHP204 OINSTALL CEMENT CONCRETE PAVEMENT WITH INTEGRAL COLOR, WSDOT AMS-STD 20227 OINSTALL CEMENT CONCRETE PAVEMENT WITH BROOM FINISH AND COLD JOINT PATTERN PER PLANS. OINSTALL CEMENT CONCRETE PAVEMENT PER CITY OF RENTON STD PLAN 102 DESIGNED BY: T. WALKER DRAWN BY: T. WALKER CHECKED BY: L. FRENCH APPROVED BY: L. FRENCH LEGEND �.: -4 .s „ F107)l Jacobs SUBMITTED BY: R. PARGAS EXTERIOR CONCRETE FINISH: MEDIUM ETCHED; INTEGRAL COLOR, WSDOT AMS-STD 20227 EXTERIOR CONCRETE FINISH: LIGHT BROOM; STD GRAY WALL POINT Q Q _.5r)?IDE co co Lu BRT General Engineering Consultont z SOUNDTRANSIT DATE: REVIEWED BY: DATE: 12/10/2024 1 J. ALTCHECH 12/10/2024 SCALE: 1 "=20' FILENAME: S1-BT120-LHP102-106 CONTRACT No.: RTA/CN 0205-24 DATE: 12/10/2024 KEY MAP LO LO r IL H = c/) J � O Q N a� � m �0 W Z_ Q J W =W F- r CURRENT PLANNING I � jding 11 /05/2025 L F VELOPMENT ENGINEERING msippo 11 /25/2025 Q 20 10 0 20 40 SCALE IN FEET STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 LANDSCAPE HARDSCAPE PLAN G RADY STA 151 +00 TO G RADY STA 156+50 R-4332178 DRAWING No.: BT120-LHP104 FACILITY ID: BT120 SHEET No.: REV: 273 0 N T N 0 0 N CU LO V J 0 0 0 0 T I..L C'7 co O O O N a J Ap Xrefs: M xS1-BT120-LHP xS1-BT120-CMP xS1-BT120-CPP 0 xBRT-CUD05-T xS1-BT120-VSF xS1-BT120-VRX xS1-BT120-GZK 0 xS1-BT120-CDP 1 1 xS1-BT120-APP uj xS1-BT120-CAP xS1-BT120-GZK GB-SEAL-TRW21032616 0 N 0 p J 0 N m 0 N_ CO c+') It 0 r) H W Y >J I w w 06 J m >Q I U) 0o -o � U �(D N z cN Y r> N M N a_ o U Q le r Q r Qa H = c/) J � O Q N Q � � m �0 W Z_ Q J LV = W H � Q GENERAL NOTES: KEY NOTES: LEGEND 1. SEE SHEETS BT120-CSP101-106, 201-205 FOR SITE O INSTALL CEMENT CONCRETE PAVEMENT WITH INTEGRAL COLOR, WSDOT AMS-STD 20227 =:.�s. S EXTERIOR CONCRETE FINISH: PREP PLANS. j' .::' '.::��-°•�::; s-��_; s: a;. MEDIUM ETCHED; INTEGRAL COLOR, WSDOT AMS-STD 20227 2. SEE SHEETS BT120-CDP101-106, 201-205 FOR O INSTALL CEMENT CONCRETE PAVEMENT WITH DRAINAGE PLANS. BROOM FINISH AND COLD JOINT PATTERN PER PLANS. EXTERIOR CONCRETE FINISH: 3. SEE SHEET BT120-CPP101-106, 201-205 FOR PAVING -- i ---�-- LIGHT BROOM; STD GRAY PLANS. O INSTALL CEMENT CONCRETE PAVEMENT PER CITY OF RENTON STD PLAN 102 4. SEE SHEET LHS101-103 FOR WALL AND BOULDER + COBBLE POINT TABLES. RIVER ROCK PATTERN: (ov-P WSDOT BOMANITE RIVER ROCK 0 12/10/2024 TW ILF ILF JISSUEDFORBID No. I DATE DSN CHK APP REVISION DESIGNED BY: T. WALKER DRAWN BY: T. WALKER CHECKED BY: L. FRENCH APPROVED BY: L. FRENCH 107 WALL POINT Jacobs SUBMITTED BY: R. PARGAS Q Q _.5r)?IDE co co Lu BRT General Engineering Consultant z SOUNDTRANSIT DATE: REVIEWED BY: DATE: 12/10/2024 J. ALTCHECH 12/10/2024 SCALE: 1 "=20' FILENAME: S1-BT120-LHP102-106 CONTRACT No.: RTA/CN 0205-24 DATE: 12/10/2024 KEY MAP CURRENT PLANNING ul ' jding 11/05/2025 DEVELOPMENT ENGINEERING msippo 11 /25/2025 wl 20 10 0 20 40 SCALE IN FEET STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 LANDSCAPE HARDSCAPE PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 R-4332179 DRAWING No.: BT120-LHP105 FACILITY ID: BT120 SHEET No.: REV: 274 0 C'7 N T N 0 0 N CU LO V J 0 0 0 0 T rr n cy) co N O O O Q J N M Xrefs: M xS1-BT120-LHP xS1-BT120-CMP xS1-BT120-CPP O xBRT-CUD05-T xS1-BT120-VSF xS1-BT120-VRX xS1-BT120-GZK Q xS1-BT120-CDP 1 1 xS1-BT120-APP ui xS1-BT120-CAP xS1-BT120-GZK GB-SEAL-TRW21032616 O O N O n 2 J O N H m U) O N CC ch It O r) W J >Q W W 06 J m >Q � U) m —O U co CD N z cN Y _ ry >O N j N W O U N co Xrefs: co xS1-BT120-LHP xS1-BT120-CPP xBRT-CUD05-T O xS1-BT120-VRX xS1-BT120-APP xS1-BT120-CDP xS1-BT120-VSF 0 xS1-BT120-LHD 1 1 xS1-BT120-GZK GB-SEAL-TRW2 LO 0 N 0 N h 2 J (D N H m U) O N CO c+') It O W Y J >Q I � ml Q U) o0 O Q Nt O 't z_ &i Y O N N U GENERAL NOTES: 1. SEE SHEETS BT120-CSP101-106, 201-205 FOR SITE PREP PLANS. 2. SEE SHEETS BT120-CDP101-106, 201-205 FOR DRAINAGE PLANS. 3. SEE SHEET BT120-CPP101-106, 201-205 FOR PAVING PLANS. 4. SEE SHEET LHS101-103 FOR WALL AND BOULDER + COBBLE POINT TABLES. MATCHLINE: NOT USED THIS SERIES KEY NOTES: OINSTALL CEMENT CONCRETE PAVEMENT WITH INTEGRAL COLOR, WSDOT AMS-STD 20227. OINSTALL CEMENT CONCRETE PAVEMENT WITH BROOM FINISH AND COLD JOINT PATTERN PER PLANS. OINSTALL CEMENT CONCRETE PAVEMENT PER CITY OF RENTON STD PLAN 102 MATCHLINE: SEE DWG BT120-LHP203 I F(.FKin t EXTERIOR CONCRETE FINISH: MEDIUM ETCHED; INTEGRAL COLOR, WSDOT AMS-STD 20227 EXTERIOR CONCRETE FINISH: LIGHT BROOM; STD GRAY KEY MAP CURRENT PLANNING jding 11 /05/2025 ir DEVELOPMENT ENGINEERING msippo 11/25/2025 NEW- :0:1 20 10 0 20 40 SCALE IN FEET R-4332181 DESIGNED BY: SCALE: DRAWING No.: T. WALKER �� 0P R S/,/ Q J 111-20' STRIDE BUS RAPID TRANSIT DRAWN BY: �0O� - <� c o 7 U FILENAME: SOUTH RENTON TRANSIT CENTER BT120-LHP201 uco co T. WALKER ,' ;acobs r)?IDE w S1-BT120-LHP201-205 BT105 FACILITY ID: CHECKED BY: o BRT General Engineering Consultont z " SOUNDTRANSIT CONTRACT No.: LANDSCAPE BT120 L. FRENCH ��s'�'? Ncl RTA/CN 0205-24 SHEET No.: REV: �O 676 EX � �° HARDSCAPE PLAN 0 12/10/2024 TW LF LF ISSUED FOR BID APPROVED BY: 4q DSCAP�P SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: 276 0 No. DATE DSN CHK APP REVISION L. FRENCH R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 S RENTON TRANSIT CENTER co N T N O N CU L J 0) O O T co N O O O N a J N co Xrefs: co xS1-BT120-LHP xS1-BT120-CPP xBRT-CUD05-T O xS1-BT120-VRX xS1-BT120-APP xS1-BT120-CDP xS1-BT120-VSF 0 xS1-BT120-LHD 1 1 xS1-BT120-GZK GB-SEAL-TRW2 ui LO O N O N n 2 J O N H m O N CC ch It O r) W Y LLI >Q i Lu 06 m Q UI 00 O — U 7 Q LO O ' Z &i Y _ ry O N M O n N U N Xrefs: M xS1-BT120-LHP xS1-BT120-CPP xBRT-CUD05-T O xS1-BT120-VRX xS1-BT120-APP xS1-BT120-CDP xS1-BT120-VSF xS1 -BT120-LHD(1 1 xS1-BT120-GZK GB-SEAL-TRW2 I— L0 0 N 0 N a J O N m 'o N co M IZI- w Y J Q i w w 06 Q00 �U) 00 —O U Qa Z Y N � �: 0 CDa o U No. LU I.f . W LU U) Z_ cf) J — 2 � c� o Q LU H O Z GENERAL NOTES: 1. SEE SHEETS BT120-CSP101-106, 201-205 FOR SITE PREP PLANS. 2. SEE SHEETS BT120-CDP101-106, 201-205 FOR DRAINAGE PLANS. 3. SEE SHEET BT120-CPP101-106, 201-205 FOR PAVING PLANS. 4. SEE SHEET LHS101-103 FOR WALL AND BOULDER + COBBLE POINT TABLES. 06/13/2025 TW LF LF ADDENDUM #1 12/10/2024 TW LF LF ISSUED FOR BID DATE DSN CHK APP REVISION KEY NOTES: OINSTALL CEMENT CONCRETE PAVEMENT WITH INTEGRAL COLOR, WSDOT AMS-STD 20227. OINSTALL CEMENT CONCRETE PAVEMENT WITH BROOM FINISH AND COLD JOINT PATTERN PER PLANS. OINSTALL CEMENT CONCRETE PAVEMENT PER CITY OF RENTON STD PLAN 102 A 04 INSTALL BENCHES IN ACCORDANCE WITH THE1 SOUND TRANSIT DESIGN CRITERIA MANUAL, SPECIFICATIONS AND LHD101 DETAIL 4. OBIKE LINK G7 ELOCKER BIKE LOCKERS TO BE PROCURED AND INSTALLED BY SOUND TRANSIT. COORDINATE INSTALLATION OF BIKE LOCKERS WITH SOUND TRANSIT. OINSTALL SPORTWORKS CANE DETECTABLE TOFINO NO SCRATCH BIKE RACKS IN ACCORDANCE WITH THE SOUND TRANSIT DESIGN CRITERIA MANUAL. TO BE CONTRACTOR PROCURED AND INSTALLED. DESIGNED BY: T. WALKER DRAWN BY: T. WALKER CHECKED BY: L. FRENCH APPROVED BY: L. FRENCH /O WA\ �o�PS R wq <� ��Ib< r� �o ,0 �2e 76 E X P �� \ �NDSCAPE% MATCHLINE: SEE DWG BT120-LHP201 i Fr.Ftin Y-1 Jacobs SUBMITTED BY: R. PARGAS MATCHLINE: SEE DWG BT120-LHP205 EXTERIOR CONCRETE FINISH: MEDIUM ETCHED; INTEGRAL COLOR, WSDOT AMS-STD 20227 EXTERIOR CONCRETE FINISH: LIGHT BROOM; STD GRAY Q Q ,SrJ?IDE co_ co J BRT General Engineering Consultant z SOUNDTRANSIT DATE: REVIEWED BY: DATE: 12/10/2024 1 J. ALTCHECH 12/10/2024 SCALE: 1 "=20' FILENAME: S1-BT120-LHP201-205 CONTRACT No.: RTA/CN 0205-24 DATE: 12/10/2024 KEY MAP CURRENT PLANNING jding 11/05/2025 1 DEVELOPMENT ENGINEERING msippo 11 /25/2025 20 10 0 20 40 SCALE IN FEET STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 LANDSCAPE HARDSCAPE PLAN S RENTON TRANSIT CENTER R-4332183 DRAWING No.: BT120-LHP203 FACILITY ID: BT120 SHEET No.: REV: 278 1 C'7 N N O O N CU N d C'7 N O O N Q J N co Xrefs. coxS1-BT120-LHP xS1-BT120-CPP xBRT-CUD05-T O xS1-BT120-VRX xS1-BT120-APP xS1-BT120-CDP xS1-BT120-VSF 0 xS1-BT120-LHD 1 1 xS1-BT120-GZK GB-SEAL-TRW2 uj LO 0 N O N h J O N H m O N It 0 w Y J >Q I � ml Q U) o0 O Q O 't z_ &i Y O N N U I ` GENERAL NOTES: ryA20S 1. SEE SHEETS BT120-CSP101-106, 201-205 FOR SITE PREP PLANS. 2. SEE SHEETS BT120-CDP101-106, 201-205 FOR DRAINAGE PLANS. 3. SEE SHEET BT120-CPP101-106, 201-205 FOR PAVING PLANS. 4. SEE SHEET LHS101-103 FOR WALL AND BOULDER + COBBLE POINT TABLES. KEY NOTES: OINSTALL CEMENT CONCRETE PAVEMENT WITH BROOM FINISH AND COLD JOINT PATTERN PER PLANS. OINSTALL CEMENT CONCRETE PAVEMENT PER CITY OF RENTON STD PLAN 102 MATCHLINE: SEE DWG BT120-LHP202 EXTERIOR CONCRETE FINISH: 1 MEDIUM ETCHED; INTEGRAL COLOR, WSDOT AMS-STD 20227 ' s s• . EXTERIOR CONCRETE FINISH: --rt---i--- LIGHT BROOM; STD GRAY KEY MAP CURRENT PLANNING jding 11/05/2025 DEVELOPMENT ENGINEERING :]R) msippo 11 /25/2025 Wl- N 20 10 0 20 40 SCALE IN FEET R-4332184 DESIGNED BY: SCALE: DRAWING No.: T. WALKER �� 0Ps R wti Q J 111-20' STRIDE BUS RAPID TRANSIT DRAWN BY: �o`�M �� 0 7 U FILENAME: SOUTH RENTON TRANSIT CENTER BT120-LHP204 u T. WALKER ,' ;acobs SrRIDE w S1-BT120-LHP201-205 BT105 FACILITY ID: CHECKED BY: o BRT General Engineering Consultant z " SOUNDTRANSIT CONTRACT No.: LANDSCAPE BT120 L. FRENCH ��s'0 ^RTA/CN 0205-24 SHEET No.: REV: �O 676 EXP �° HARDSCAPE PLAN 0 12/10/2024 TW LF LF ISSUED FOR BID APPROVED BY: <gNosCaP�P SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: 279 No. DATE DSN CHK APP REVISION L. FRENCH R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 S RENTON TRANSIT CENTER LO (3) O O O O T rr n cy) c') N O O O N Q J N co xrefs: M xS1-BT120-LHP xS1-BT120-CPP xBRT-CUD05-T O xS1-BT120-VRX xS1-BT120-APP xS1-BT120-CDP xS1-BT120-VSF xS1-BT120-LHD 1 1 xS1-BT120-GZK GB-SEAL-TRW2 ui O N O N W 2 J O N_ H m U) O N CO co O 0 W Y J >Q W W 06 Q ml U) m — O U N (D Z CV Y _ ry LO >O N j c') N W O U N co Xrefs: M xS1-BT120-CZNO xBRT-CUD05-TB S1-BT120-LHP20 O xS1-BT120-LHDO GB-SEAL-TRW21 0 W 15- O O U) 2 J O N H m O N CO M qqt LLJ W Y J >Q i W °6 m Q UI m O - U a z Y _ ry C O N Cl) O 04 U N co Xrefs: M xS1-BT120-CZNO xBRT-CUD05-TB S1-BT120-LHP20 O xS1-BT120-LHDO GB-SEAL-TRW21 0 W 15- O O U) 2 J O N H m O N CO M qqt H W LLI J >Q W Q mi U) m -O U M (� M z 04 Y _ ry >O LO N j M N a o U N C'7 Xrefs: (� xS1-BT120-CZNO xBRT-CUD05-TB S1-BT120-LHP20 O xS1-BT120-LHDO GB-SEAL-TRW21 0 W CD O J O N_ H m O N M (D n H ry LU Y J >Q LLI W J m >Q U) m — O U a CY) (� M z Cr'-4 Y _ ry LO >0 N >> c) N a o U N C'7 Xrefs: (� xS1-BT120-CZNO xBRT-CUD05-TB S1-BT120-LHP20 O xS1-BT120-LHDO GB-SEAL-TRW21 0 W CD O J O N_ H m O N M O n H ry LU Y J >Q 0 LLI LLI °6 00 UI 00 O - U 7 Q 00 Z Y _ ry O N M O N U N C'7 Xrefs: co xS1-BT120-LHP xS1-BT120-CMP xS1-BT120-CPP xBRT-CUD05-T xS1-BT120-VRX xS1-BT120-GZK xS1-BT120-APP xS1-BT120-CDR 1 1 xS1-BT120-VSF LU xS1-BT120-LHD xS1-BT120-CGP GB-SEAL-TRW21032616 >D 0 CY) O O_ r) 2 J O N H m U) O N CC M It O r) W J >Q W W 06 J m >Q � U) m —O U ti CD M z c�i Y _ ry >O N j N W O U N co xrefs: M xS1-BT120-LHP xS1-BT120-CMP xS1-BT120-CPP 0 xBRT-CUD05-T xS1-BT120-VRX xS1-BT120-GZK xS1-BT120-APP xS1-BT120-CDP 1 1 xS1-BT120-VSF xS1-BT120-LHD xS1-BT120-CGP GB-SEAL-TRW21032616 0 CD CD 0 J CD (N_ H m U) CD N co co 0 w J >Q I H LLI Lu 0s Q cun)I m _O Q a CD Lo z_ p� Y O o 0 N b No NOTES: 1. D=Y3 H, MIN. 2. LANDSCAPE BOULDERS TO BE 1- TO 4-MAN STREAMBED BOULDERS PER WSDOT SPEC 9-03.11(3) BOULDER PLACEMENT "—COMPACTED SUBGRADE BOULDER INSTALLATION SCALE: NOT TO SCALE BOULDER FINISH GRADE 4" DEPTH %" MINUS CRUSHED SURFACING BASE COURSE - COMPACT TO 95% MAX DRY DENSITY COBBLE PLACEMENT COBBLE INSTALLATION SCALE: NOT TO SCALE ADE — APPLIES TO ALL EDGES NC ABUTTING BOULDERS INUS CRUSHED BASE COURSE DSUBGRADE A — ----- --------------- ------------ BT120-A1 D906 — — — — — — — — — — — — — — — ------ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ':e I I I I I I I °1 11 3 ..° -6 I I I_ , I— 1------ I..1 11 ------ � —__--- I --- ° ..------r------ ---1— 11-1- I 8 -0 1 11 I--- d. I I 40 -p I I : _ I S ------ I ------ ------ ------ I --------F---= ----------1 —11 ---- i --- — --- a I I 48 -p ° - 4 _ I I 40 -0 _ I °— ---- -- I ----------- ° ----- I 1 11 I i co I I I --=— ------ I --------I — — S I 40 -0 I .' I I I I 24'-0" °' I I I °, ' I N I I S e' I j S' d I I ° I I I i �, .. I I S I I I I I I ------ - 'd I---------------- -- ---r------T------ +. I I ----------------- -------- ---- -- i I ❑ —_------�----—------ ° ------------------ ° I I I -------I------- ------------- �------ i I I � .° I I 7. —----I ° I° ° I I I d I I I I I I I I I ° i I ,d ' . ° 1 I O 1 d °•' .4 ° 'I'd . .d .n I I I a°I IO---------------------J I — — — — — — — — — — — — — — — — — — — — — — — — — — — — ------— — — — — — — — — — ------------------------------------------ d ' — — — I --- I ,---7 F4-MA. HLIN SEE BT120-LHD103 PAVING LAYOUT ENLARGMENT 1 SCALE: 1 " = 10' LEGEND 12/10/2024 1 TW I LF I LF DATE IDSN ICHK 1APP EXPANSION JOINT CONTROL JOINT FA DESIGNED BY: T. WALKER oPs R wgti,ti� Q J mw DRAWN BY: r°0�l fV� �'� mi=r o � a 10 wl T. WALKER ;acobs LU z CHECKED BY: o BRT General Engineering Consultant SoUwTRAN$IT L. FRENCH ��s'��2 ���.`��� ISSUED FOR BID APPROVED BY: 4gtioscaP�P�G SUBMITTED BY: DATE: REVIEWED BY: DATE: REVISION L. FRENCH IR.PARGAS 12/10/2024 1 J. ALTCHECH 12/10/2024 SCALE: AS NOTED FILENAME: S1-BT120-LHD101-109 CONTRACT No.: RTA/CN 0205-24 DATE: 12/10/2024 Ejd ENT PLANNINGing 11/05/2025 10 5 0 10 20 DEVELOPMENT ENGINEERING c �' msippoIL 11 /25/2025 wi STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 LANDSCAPE HARDSCAPE DETAILS SCALE IN FEET R-4332191 DRAWING No.: BT120-LHD102 FACILITY ID: BT120 SHEET No.: REV: 286 p co N T— N 0 0 N CU H H H T N rr co N 0 0 0 N Q J N co xrefs: co xS1-BT120-LHP xS1-BT120-CMP xS1-BT120-CPP O xBRT-CUD05-T xS1-BT120-VRX xS1-BT120-GZK xS1-BT120-APP 0 xS1-BT120-CDP 1 1 xS1-BT120-VSF xS1-BT120-LHD xS1-BT120-CGP GB-SEAL-TRW21032616 CD CD 2 J CD N m O N_ co C) I— W J C� Lu 06 Q U� m _o Q a LO z p� Y ry co O N O I bo D S - I I 8'-0" ° ° - ------� I ---- 4------ I sp LO I d D d s I I I S I I D 81-011 -�--ma's ---- I ° 0 ° d 1 I pa D II I I I I D 8'-011 . . D �. dS I . • I I I-- LO ' I I 7j � kr N a .. p ..A I � p . - • I I I d Dd I I bA d d I ' D . .d b d�_---- P. C)3 1 d. l IS' I a S-d ° N .I. I I pd .I . .1 d I ° d r: -d- . - 1.- .*.S I ds I'aD , A . ' ° d I D' 1, I d' I I I I I L--------------------------------J PAVING LAYOUT ENLARGMENT 2 SCALE 0 12/10/2024 TW ILF ILF JISSUEDFORBID No. I DATE I DSN I CHK I APP I REVISION DESIGNED BY: T. WALKER DRAWN BY: T. WALKER CHECKED BY: L. FRENCH APPROVED BY: L.FRENCH LJ.I J r-------------------------------------------- I I I I I I I I I I I q C) I I I I I I I I o. I I I I I I I I o PAVING LAYOUT ENLARGMENT 3 BT120-LHD101 ----------------------I I I I I I I I I I I I F W A S �°�PSRwgC,rco ¢ Q �] [� co Sacob'11115 wU)1 o BRT General Engineering Consultant z SOUw%WSIT 4gNDScA ,qIv p,PEP SUBMITTED BY: DATE: REVIEWED BY: DATE: R. PARGAS 112/10/2024 J. ALTCHECH 12/10/2024 SCALE: 1 "=10' FILENAME: S1-BT120-LHD101-109 CONTRACT No.: RTA/CN 0205-24 DATE: 12/10/2024 C'7 N T N 0 0 ry N U ff ENT PLANNINGing 11/05/2025 UR) EDEVELOPMENT ENGINEERING 0041161 ppo 11 /25/2025 LEGEND EXPANSION JOINT CONTROL JOINT 10 5 0 10 20 SCALE IN FEET STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 LANDSCAPE HARDSCAPE DETAILS R-4332192 DRAWING No.: BT120-LHD103 FACILITY ID: BT120 SHEET No.: REV: 287 0 0) O 0 T co 0 O N J Ap xrefs: M xS1-BT120-LHP xS1-BT120-CMP xS1-BT120-CPP O xBRT-CUD05-T xS1-BT120-VRX xS1-BT120-GZK ' xS1-BT120-APP 0 xS1-BT120-CDP 1 1 xS1-BT120-VSF xS1-BT120-LHD xS1-BT120-CGP GB-SEAL-TRW21032616 c� 0 0 0 0 J 0 N m U) 0 N CO c� 0 H w J w � 3 w 06 Q mi U) m —O � U a a z CV Y LO >O N j N �> o U LEGEND EXPANSION JOINT --------------- CONTROL JOINT 278 BOULDER SCHEDULE: BOULDER POINT RIVER COBBLE Q 2-MAN BOULDER Q 3-MAN BOULDER 0 4-MAN BOULDER \ u I— —------------------------------------------------------------ — — — — — — — — — — — — — — — — — I 1 BT120-SGD161 --r--- 1 1 I 182--- I I W I 183--+-- NJ I 188 275 184 N) _ o _-1 189 °' ! I 276 - I 185 - 12'-0" 187-_�--_�-- I 186 _ 1 1 259 _ _ I i 277 - -- o -- 12'-0" -- �� O — — -1 1 I f' 2 -0 i L 0 267 iv_ oo -- - -- i4'-0"--- -- i---L-- o 1: 1 I 258 BT120-SGD161 268 o 257 I I I m 2 -p 12 -0 11 0 . I 1 2 -0 544 1 'O o o ti i i 1 i 190 — 255 — 236 274 — 1 2'-0" 0 1 =-i---+- - - 1 --i--- 256 543-- -- T- 273 ,_:: - 4 0 --�--- -- o l 1 237 271 1 i;:: iCH) if 203 BT120-LHD102 �- 1 1 192 191 -- -- --�--- -- 542 o0 270 �� 233 0 I _ -�--- - - oo --�- 204 �, o - =-rt---r- 194 210 o N 235 i 1 oN 1 202 211 1.0 1 0 o ICn -' i 193 208 o I m 2 -0 200 0 ' ��� 260 :` 00 rn I I w / A 209 0 1 0 272 262 i 282 10 BT120-SGD 161 229 231 254 \ -- i -- m 283 o 252 1 i rn -- i --- i - 195 216 228 239 W I I 206 225 213 219 _ 1 1 _ 2'-0" I r 196 00=- _ -� 1 241 250 1 i 284 i I CD Z 215 197 263 1 1 I r l'll a i 198 1 -0 207 223 241 249 251 2'-0�� i 287 264 _-- _ 12'-Oil oo I I I j 224 246 244 - - 1 I I 214 526 265 PO :s; -- --- - -- 1 ------ o r- I I I o 522 525 247 243 16'-0" -0 285 I I I ---4-- • i o i J 523 N �, A 238 528 CD i 286 I --o- I oN B 61 ------ - -- --- - --�- _ --7 - r T120-SGD1 529 1 ' 1199 = `� 227 I I I CO o I L-------------- —— — — — — — — — — 521 ---— — — — — — — — — — 527--------------------------- --- --------------- 2 2 BT120-LHD101 BT120-LHD101 PAVING LAYOUT ENLARGMENT 4 SCALE: 1" = 10' GENERAL NOTES: 1. SEE SHEET BT120-CPP101-106, 201-205 FOR PAVING PLANS. 2. SEE SHEET LHS101-103 FOR WALL AND BOULDER + COBBLE POINT TABLES. DESIGNED BY: T. WALKER DRAWN BY: T. WALKER CHECKED BY: L. FRENCH 0 12/10/2024 TW LF LF ISSUED FOR BID APPROVED BY: No. DATE DSN CHK APP REVISION L. FRENCH S R wA °BPC� c Jacobs o BRT General Engineering Consultant o sus CP gNDSCAe° SUBMITTED BY: DATE: REVIEWED BY: �P�P R. PARGAS 12/10/2024 J. ALTCHECH 10 5 0 10 20 CURRENT PLANNING SCALE IN FEET ,:i- IL DEVELOPMENT ENGINEERING jding 11/05/2025IL msippo 11 /25/2025 R-4332193 SCALE: 1 "=10' QJ FILENAME: - Q U coU) w S1-BT120-LHD101-109 z SouNDTRmsIT CONTRACT No.: RTA/CN 0205-24 DATE: DATE: 12/10/2024 12/10/2024 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER BT120-LHD104 BT105 FACILITY ID: LANDSCAPE BT120 SHEET No.: REV: HARDSCAPE DETAILS 288 0 C'7 CV T N O CV CU co N O O N Q J N co xrefs: co xS1-BT120-LHP xS1-BT120-CMP xS1-BT120-CPP O xBRT-CUD05-T xS1-BT120-VRX xS1-BT120-GZK xS1-BT120-APP 0 xS1-BT120-CDP 1 1 xS1-BT120-VSF Uj xS1-BT120-LHD xS1-BT120-CGP GB-SEAL-TRW21032616 C� 0 rn CD CD 2 J CD N_ H m 0 co co 0 0 w J Q i � w � 3 w 06 Q m� �U) m —o U a a N Z LO Y N N 0 o U No. I —J PAVING LAYOUT ENLARGMENT 5 SCALE: 1" = 10' PAVING LAYOUT ENLARGMENT 6 SCALE: 1" = 10' I FrFIVn 12/10/2024 1 TW DATE IDSN LF ILF CHK I APP RIVER COBBLE EXPANSION JOINT CONTROL JOINT BOULDER POINT ISSUED FOR BID REVISION BOULDER SCHEDULE: Q 2-MAN BOULDER Q 3-MAN BOULDER Q 4-MAN BOULDER BT120-LHD101 N%-J GENERAL NOTES: 1. SEE SHEET BT120-CPP101-106, 201-205 FOR PAVING PLANS. 2. SEE SHEET LHS101-103 FOR WALL AND BOULDER + COBBLE POINT TABLES. DESIGNED BY: T. WALKER oPs wgti, R 000 DRAWN BY: T. WALKER CHECKED BY: L. FRENCH �O�g1vDScp,? P- APPROVED BY: L. FRENCH BT120-LHD101 y.1 Jacobs SUBMITTED BY: R. PARGAS Q Q sr.RIDE co U) W J BRT General Engineering Consultant z sovwrRaivsir DATE: REVIEWED BY: DATE: 12/10/2024 1 J. ALTCHECH 12/10/2024 SCALE: 1 "=10' FILENAME: S1-BT120-LHD101-109 CONTRACT No.: RTA/CN 0205-24 DATE: 12/10/2024 F ENT PLANNINGing 11 /05/2025 U1 DEVELOPMENT ENGINEERING ` w'%- msippo 11 /25/2025 m m 10 5 0 10 20 SCALE IN FEET STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 LANDSCAPE HARDSCAPE DETAILS R-4332194 DRAWING No.: BT120-LHD105 FACILITY ID: BT120 SHEET No.: REV: 289 0 c'7 N T N 0 0 N CU 0) 0 0 0 T co co N O O O N Q J N 25-011 241-411 CO Xrefs: co N xS-BT120-LHP( CO T_ S,- x BT120-CMP xS1BT120-C P N C) P' xBRT-C1_UID05-TE 0 xS BT12 O-VRX• xS1BT120-GZK xS1-BT120-APP C) "t xS 1-BT120-CDP xS1 _BTj 20-VSF xS1-BT120-LHD1 xS1-BT120-CGF GB-SEAL-TRW21032616 SEAT WALL ELEVATION 1 SEAT WALL ELEVATION SCALE: 1 "=2' - ) SCALE: 1 "=2' 431-511 LO 0') 0 C) 0 0 "T_ 01i SEAT WALL ELEVATION %3� SCALE: 1 "=2' 111-61' CY) cy) c\j c:) c:) c:) SEAT WALL ELEVATION 4 4Q SCALE: 1 "=2' :D 121-0v' 1 311-8v' 0') SEAT WALL ELEVATION 5 SEAT WALL ELEVATION SCALE: 1 "=2' - ) SCALE: 1 "=2' 121-811 231-6v' 21-01' ZOO 00 CURRENT PLANNING 5 r ding 11/05/2025 Filc 1%01 EDEVELO:PIMENT ENGINEERING SEAT WALL ELEVATION /0"�7 SEAT WALL ELEVATION /'00 �8 SEAT WALL ELEVATION '9*4� msippo 11/25/2025 IL SCALE: 1"=2' SCALE: 1"=2' SCALE: 1"=2' 91-611 21-011 91-6'v LOO 0( AGGREGATE MIX FOR LITHOCRETE SEDIMENTARY WALL SURFACE TREATMENT: "-1", COLOR: BLUE 25% COVERALL STONE BEACH GLASS PEBBLES, 1/2 CF) , 15% COVERALL STONE BEACH GLASS PEBBLES, 1/2"-1"COLOR: AQUA C) 20% EXPRESSIONS, LTD. DECORATIVE CRUSHED AGGREGATE, #2 SIZE, 1/4"-3/8" PIECES, MIDNIGHT BLUE GLASS 010% EXPRESSIONS, LTD. DECORATIVE CRUSHED AGGREGATE, #2 SIZE, 1/4"-3/8" PIECES, SKY BLUE GLASS 5% EXPRESSIONS, LTD. DECORATIVE CRUSHED AGGREGATE, #2 SIZE, 1/4"-3/8" PIECES, CRYSTAL CLEAR GLASS SEAT WALL ELEVATION 10 SEAT WALL ELEVATION 1 �1 SEAT WALL ELEVATION K*1 2� 10% EXPRESSIONS, LTD. DECORATIVE CRUSHED AGGREGATE, #2 SIZE, 1/4"-3/8" PIECES, MIRROR GLASS (MADE ***'-N /000 C) CN SCALE: 1"=2' SCALE: 1"=2' SCALE: 1"=2' FROM ONE-SIDED MIRROR) 15% AMBIENT GLOW TECHNOLOGY ULTRA-X 1/2" GLOW STONE, COLOR: SKY BLUE NOTE: DESIGN IS BASED ON THE PRODUCTS INDICATED. SUBJECT TO COMPLIANCE WITH REQUIREMENTS, cn 20P-511 PROVIDE THE NAMED PRODUCT OR AN APPROVED EQUAL. C) 211 c\1 C57-\ /_C65 /-C69 r--C83 /-C86/-C88 F__C92 C% C 5 C60 C72 LEGEND C'% ('0 r-A01 211 GENERAL NOTES: CD 7 U06 c '04 -r77 C85 C62 C73 C77 C79 LASS 1 SURFACE FINISH C55-/ \-C�-C64 �-C67 C71-J `C74 C89-J -C93 C96 1. SEE SHEET LHS104 FOR CURVE TABLES 2 58 (OUTSIDE OF LITHOCRETE N\tC97 2. SEE STRUCTURAL FOR WALL DETAILS AGGREGATE) SEAT WALL LITHOCRETE AGGREGATE PATTERN CURVE TABLE LABELS 13 3. LITHOCRETE PATTERN 2" FROM ALL WALL EDGES LITHOCRETE SEDIMENTARY WALL SCALE: 1"=2' UNLESS OTHERWISE NOTED URFACE TREATMENT, AGGREGATE MIX AS NOTED Uj YER-4332195] _j CO < 01 3: co DESIGNED BY: SCALE: DRAWING No.: —0 W A ivi I STRIDE BUS RAPID TRANSIT T. WALKER /y/ F_ LU =2 S R < _j BT120-LHD106 < < DRAWN BY: Ir - C) FILENAME: SOUTH RENTON TRANSIT CENTER 4S 0 co C) z T. WALKERvaC� S w _j S1-BT120-LHD101-109 BT1 05 FACILITY ID: 2 _j T_ CHECKED BY: D 0-1 BRT General Engineering Consultant Z CONTRACT No.: BT120 "t 3: _0 L. FRENCHcc) SouNDTRANsiT RTA/CN 0205-24 LANDSCAPE SHEET No.: REV: 1 1 1 CN �: APPROVED BY: 41 16 EX,P� SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: HARDSCAPE DETAILS ,'1- 0 12/10/2024 TW LF LF ISSUED FOR BID All C) O_ I I 0sc 290 0 b No. DATE DSN I CHK I APP REVISION L. FRENCH IR.PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 112/10/2024 1 1 Xrefs: M xS1-BT120-LHP xS1-BT120-CMP xS1-BT120-CPP O xBRT-CUD05-T xS1-BT120-VRX xS1-BT120-GZK xS1-BT120-APP xS1-BT120-CDP 1 1 xS1-BT120-VSF ui xS1-BT120-LHD xS1-BT120-CGP GB-SEAL-TRW21032616 CD _D 2 J CD N_ H m U) CD N CO co O W Y J >Q W W 06 Q ml U) m — O U LO CD Z N Y _ ry LO O> N j c') N W o U N co Xrefs: M xS1-BT120-LHP xS1-BT120-CMP qt xS1-BT120-CPP xBRT-CUD05-T xS1-BT120-VRX xS1-BT120-GZK xS1-BT120-APP Q xS1-BT120-CDR 1 1 xS1-BT120-VSF ui xS1-BT120-LHD xS1-BT120-CGP GB-SEAL-TRW21032616 >D 0 CY) O O_ r) 2 J O N H m U) O N CC ch It O r) W J >Q W W 06 J m >Q U) m -O U co CD Z N Y _ ry >O N j N W O U N co xrefs: M xS1-BT120-LHP xS1-BT120-CMP xS1-BT120-CPP O xBRT-CUD05-T xS1-BT120-VRX xS1-BT120-GZK xS1-BT120-APP xS1-BT120-CDP 1 1 xS1-BT120-VSF ui xS1-BT120-LHD xS1-BT120-CGP GB-SEAL-TRW21032616 O O _O 2 J O N_ H m U) O N CO M O W Y J >Q W W 06 Q ml U) m — O U CD Z N Y _ ry LO >O N j c') N W O U Ap Xrefs: xS1-BT120-CPP xS1-BT120-LHP xS1-BT120-LPP O xS1-BT120-CMP xBRT-CUD05-T xS1-BT120-CLP ' 0 xS1-BT120-VSF xS1-BT120-CGP 1 I 1 xS1-BT120-CDR I— xS1-BT120-LPN xS 1-BT120-VRX xS1-BT120-APP211 xS1-BT120-LTP001 xS1-BT120-GZK020 GB-SEAL-TRW21032616 0 0 _o LL LL J O N m 'o N CO co 0 IZI- >J W W 06 Q CO �U) co —O U �a N (� `{? z N Y O N N o a o U I / � l0, I I I c co � cn I I % I / co � I I I II I III I � I I I I I I I c II I � I I II I SD SD — — — SD — — — _ SS • ,�. V . -- -=1� --- — — J \ L— g L J L_ _J L— L SD --- S_D_--- — SD --- • --- • �� -- --- • — — — SD — — SD __ -- SD =SD—= SID -- — - SB —__ =5®__ _ ��_ _ SS — SD --- _ - S W — — — — — — V'V-- — V . I — — —�--- SS — c� — _ SS — S —W� —W— —W • • emu, `�� s' W SS —fir — $ �W __-- W— -- W--- W----W---- — W-- -- I SS -- I -- ��, • , —— -- T;— I I -- — —r I LIJ I � i /. • .� I .. `�. I I mLu I IQI � I I LI II I • I I <\ I I • I I . J L_ J FA •A 101 y 1 06/13/2025 TW LF I LF ADDENDUM #1 0 12/10/2024 TW LF LF ISSUED FOR BID No. DATE DSN CHK APP REVISION CROSS REFERENCING OF DRAWINGS BASE SHEET TITLE S s s s s s s 1"=20' DRAWING SETS S1-BT120-LPP101 S1-BT120-LPP102 S1-BT120-LPP103 S1-BT120-LPP104 S1-BT120-LPP105 S1-BT120-LPP106 NOT USED CROSS REFERENCING OF DRAWINGS BASE SHEET TITLE 201 (ED (ED 204 (ED 1"=20' DRAWING SETS S1-BT120-LPP201 S1-BT120-LPP202 S1-BT120-LPP203 S1-BT120-LPP204 S1-BT120-LPP205 I I II II I I A., _ n 1 Iwm _.._..................... 71K-1r, 70157Lt�7■■�■■■■G1■■Lia:u�7 IJ■■■�■P\■■■1 �WMm■ •, .: i �. ........................ ..................... • li1� �71 t -a SOUTH DRIVEWAY N. 100, AN le 6 ; � I •. Cis a .a � i2m °� .>" �7:m:,:" .• m •> •% I • I' � ®+ i••� � ���� .► 7� •>"!� '�'mi�`�m, `.�. .;,'. V >>'> • /fir• , m ' , � � ` � %' s q, •• e ® /� � Y! • +� �®g� Pa � �a y-a:��,g;�r� m e*,.��" >m �'°_ ,� � v �':• e• •. mei� .,1 o �. -.. �•'ar. ' :r' ��'e � � • Diu <% ® • xis% • AREA MAP 11 :1 DESIGNED BY: T. WALKER DRAWN BY: T. WALKER CHECKED BY: L. FRENCH APPROVED BY: L. FRENCH 7 ,oaco s SUBMITTED BY: R. PARGAS SCALE: QJ 1 "=80' Q FILENAME: 4bV (n co w J S1-BT120-LPP100 BRT General Engineering Consultant z SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: REVIEWED BY: DATE: DATE: 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 GENERAL NOTES: 1. SEE SHEET BT120-LPS201 FOR PLANTING SCHEDULE AND NOTES. 2. PROTECT EXISTING LANDSCAPING IN PLANTING AREAS NOT INDICATED FOR REMOVAL. SEE SITE PREPARATION SHEETS BT120-CSP101-BT120-CSP205. 3. REFERENCE SOIL PREPARATION DETAIL 1 ON SHEET BT120-LPD201 FOR ALL LANDSCAPE AREAS EXCEPT FOR HYDROSEEDED TURF AND AREAS WITHIN THE BIOSWALE. SEE SHEET CDD506 FOR SOIL PREPARATION REQUIREMENT WITHIN THE BIOSWALE. 4. LIMIT OF PLANTING EQUALS LIMIT OF CONSTRUCTION DISTURBANCE. EXISTING LANDSCAPE AREAS DISTURBED BY CONSTRUCTION SHALL MEET AND MATCH EXISTING CONDITIONS UNLESS SHOWN OTHERWISE ON PLANS. 5. ANY EXISTING IRRIGATION SYSTEMS IMPACTED BY CONSTRUCTION SHALL BE RESTORED. CURRENT PLANNING 0 > jding 11/05/2025 DEVELOPMENT ENGINEERING msippo 11 /25/2025 N 80 40 0 80 160 SCALE IN FEET R-4332199 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER BT120-LPP100 BT105 FACILITY ID: LANDSCAPE BT120 SHEET No.: REV: PLANTING PLAN AREA PLAN AND GENERAL NOTES 294 1 C'7 N N CU LO 0) O O T co N O 0 N Q J N C'7 Xrefs: M xS1-BT120-CPP xS1-BT120-LHP xS1-BT120-LPP xS1-BT120-CMP xBRT-CUD05-T xS1-BT120-CLP xS1-BT120-VSF xS1-BT120-CGP 1 1 xS1-BT120-CDP xS1-BT120-LPN xS1-BT120-VRX xS1-BT120-APP211 xS1-BT120-LTP001 xS1-BT120-GZK010 GB-SEAL-TRW21032616 O O n J O N H m O N CC ch It O r) W J >Q H Lu LU Y 06 J Q m —O U O Z iv Y _ ry O N M O n N U N co Xrefs: co xS1-BT120-CPP xS1-BT120-LHP xS1-BT120-LPP O xS1-BT120-CMP xBRT-CUD05-T xS1-BT120-CLP xS1-BT120-VSF 0 xS1-BT120-CGP I I 1 xS1-BT120-CDP xS1-BT120-LPN xS1-BT120-VRX xS1-BT120-APP211 xS1-BT120-LTP001 xS1-BT120-GZK010 GB-SEAL-TRW21032616 y- /- R AINIER AVE S / GENERAL NOTES: 1. SEE SHEET BT120-LPS201 FOR PLANTING SCHEDULE AND NOTES. 2. PROTECT EXISTING LANDSCAPING IN PLANTING AREAS NOT INDICATED FOR REMOVAL. SEE SITE PREPARATION SHEETS BT120-CSP101-BT120-CSP205. 0 0 3. REFERENCE SOIL PREPARATION DETAIL 1 ON SHEET BT120-LPD201 FOR ALL LANDSCAPE AREAS EXCEPT FOR 0 w w HYDROSEEDED TURF AND AREAS WITHIN THE o BIOSWALE. SEE SHEET CDD506 FOR SOIL PREPARATION REQUIREMENT WITHIN THE BIOSWALE. m cn 4. LIMIT OF PLANTING EQUALS LIMIT OF CONSTRUCTION N DISTURBANCE. EXISTING LANDSCAPE AREAS DISTURBED co co BY CONSTRUCTION SHALL MEET AND MATCH EXISTING 0 CONDITIONS UNLESS SHOWN OTHERWISE ON PLANS. uj w 5. ANY EXISTING IRRIGATION SYSTEMS IMPACTED BY Y Q CONSTRUCTION SHALL BE RESTORED. I w w Y J Q m I m —o CV z Y o [No cc 12/10/2024 TW LF LF ISSUED FOR BID N U DATE DSN CHK APP REVISION DESIGNED BY: T. WALKER DRAWN BY: T. WALKER CHECKED BY: L. FRENCH APPROVED BY: L. FRENCH / la — - down on rT� -. MATCHLINE: SEE DWG BT120-LPP203 Jacobs SUBMITTED BY: R. PARGAS PI (�V- M —' — 4 :%%%MfT120-LPD101 MATCHLINE: SEE DWG BT120-LPP201 Innm N SCALE: J 1 "=20' Q - Q FILENAME: .5r)?IDE U) co w S1-BT120-LPP101-106 BRT General Engineering Consultont ZLL SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: REVIEWED BY: DATE: DATE: 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 I L_ 1 103 y 102 &-- — I E106 `W.0 W E20 J Q I 204 205 i 105 101 CD 1 1 cfl cn h co p M N p �J W N m 2W �CO CURRENT PLANNING jding 11 /05/2025 DEVELOPMENT ENGINEERING msippo 11 /25/2025 20 10 0 20 40 SCALE IN FEET R-4332201 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER BT120-LPP102 BT105 FACILITY ID: LANDSCAPE BT120 SHEET No.: REV: PLANTING PLAN RAINIER STA 204+00 TO RAINIER STA 208+50 296 0 KEY MAP C'7 N T O N CU LO d) 0 O I T co 0 0 0 I Q J N co Xrefs: M xS1-BT120-CPP xS1-BT120-LHP xS1-BT120-LPP 0 xS1-BT120-CMP xBRT-CUD05-T xS1-BT120-CLP xS1-BT120-VSF 0 xS1-BT120-CGP 1 1 xS1-BT120-CDP uj xS1-BT120-LPN xS1-BT120-VRX xS1-BT120-APP211 LO xS1-BT120-LTP001 +, xS1-BT120-GZK010 00 GB-SEAL-TRW21032616 O N N O Q T- --, 0- J � � W N Z r am � oc cr) W� Z� J W = W V cl) Q N . lj7 o ' y GENERAL NOTES: 1. SEE SHEET BT120-LPS201 FOR PLANTING SCHEDULE AND NOTES. 2. PROTECT EXISTING LANDSCAPING IN PLANTING AREAS c� o NOT INDICATED FOR REMOVAL. SEE SITE PREPARATION o SHEETS BT120-CSP101-BT120-CSP205. 3. REFERENCE SOIL PREPARATION DETAIL 1 ON SHEET 0 w w BT120-LPD201 FOR ALL LANDSCAPE AREAS EXCEPT FOR J o HYDROSEEDED TURF AND AREAS WITHIN THE BIOSWALE. SEE SHEET CDD506 FOR SOIL PREPARATION m cn REQUIREMENT WITHIN THE BIOSWALE. N 4. LIMIT OF PLANTING EQUALS LIMIT OF CONSTRUCTION co o DISTURBANCE. EXISTING LANDSCAPE AREAS DISTURBED BY CONSTRUCTION SHALL MEET AND MATCH EXISTING w CONDITIONS UNLESS SHOWN OTHERWISE ON PLANS. Y Q 5. ANY EXISTING IRRIGATION SYSTEMS IMPACTED BY �I CONSTRUCTION SHALL BE RESTORED. w w Y J Q m I m —o �(D i\ z Y o [No cc 12/10/2024 TW LF LF ISSUED FOR BID N U DATE DSN CHK APP REVISION M ' DESIGNED BY: T. WALKER D R 8 /yx, PS VVI �o`SM M Z'r DRAWN BY: T. WALKER CHECKED BY: L. FRENCH D 1 F E16 E X V10 �4gNoscaPE,, APPROVED BY: L. FRENCH RAINIER AVE S fi l Jacobs SUBMITTED BY: R. PARGAS ,fr,RIDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 1 J. ALTCHECH I nnN SCALE: 1 "=20' Q J FILENAME: - Q U U)co w S1-BT120-LPP101-106 z � SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: DATE: 12/10/2024 12/10/2024 i L 103 /L/ 102 201 — 202 106 y Qom, (203 Q I 101 204 205 i 105 104 1 I KEY MAP 7CURRENT PLANNING jding 11/05/2025 DEVELOPMENT ENGINEERING msippo 11 /25/2025 20 10 0 20 40 SCALE IN FEET R-4332202 DRAWING No STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT120-LPP103 BT105 FACILITY ID: LANDSCAPE BT120 SHEET No.: REV: PLANTING PLAN RAINIER STA 208+50 TO RAINIER STA 212+42.13 297 0 M N T N 0 0 N CU C'7 N O O O N Q J Ap Xrefs: M xS1-BT120-CPP xS1-BT120-LHP xS1-BT120-LPP O xS1-BT120-CMP xBRT-CUD05-T xS1-BT120-CLP Q xS1-BT120-VSF xS1-BT120-CGP 1 xS1-BT120-CDP Uj xS1-BT120-LPN xS1-BT120-VRX xS1-BT120-APP211 xS1-BT120-LTP001 xS1-BT120-GZK010 GB-SEAL-TRW21032616 GENERAL NOTES: 1. SEE SHEET BT120-LPS201 FOR PLANTING SCHEDULE AND NOTES. (D 2. PROTECT EXISTING LANDSCAPING IN PLANTING AREAS 0 NOT INDICATED FOR REMOVAL. SEE SITE PREPARATION 0 SHEETS BT120-CSP101-BT120-CSP205. 3. REFERENCE SOIL PREPARATION DETAIL 1 ON SHEET d a BT120-LPD201 FOR ALL LANDSCAPE AREAS EXCEPT FOR CD HYDROSEEDED TURF AND AREAS WITHIN THE 00 BIOSWALE. SEE SHEET CDD506 FOR SOIL PREPARATION NREQUIREMENT WITHIN THE BIOSWALE. 4. LIMIT OF PLANTING EQUALS LIMIT OF CONSTRUCTION co IZI- p DISTURBANCE. EXISTING LANDSCAPE AREAS DISTURBED BY CONSTRUCTION SHALL MEET AND MATCH EXISTING 0-1 Y CONDITIONS UNLESS SHOWN OTHERWISE ON PLANS. Q 5. ANY EXISTING IRRIGATION SYSTEMS IMPACTED BY i CONSTRUCTION SHALL BE RESTORED. w 06 Q CO m DESIGNED BY: OU T. WALKER tc ��s R W y�N Q LU 7 � Q DRAWN BY: � o`�M M �� c o 0coz T. WALKER III 1/ Oacbs O w J m r=-w CHECKED BY: o BRT General Engineering Consultant z SOUNDTRANSIT 1 06/13/2025 TW LF LF ADDENDUM #1 L. FRENCH ��s'°�2 �Nfj N a 0 12/10/2024 TW LF LF ISSUED FOR BID APPROVED BY: °<q ExpSCApEV, SUBMITTED BY: DATE: REVIEWED BY: rAE0o UNo. DATE DSN CHK APP REVISION L. FRENCH R. PARGAS 12/10/2024 J. ALTCHECH /2024 SCALE: 1 "=20' FILENAME: S1-BT120-LPP101-106 CONTRACT No.: RTA/CN 0205-24 DATE: 12/10/2024 KEY MAP CURRENT PLANNING 0 jding 11 /05/2025 I VELOPMENT ENGINEERING msippo 11 /25/2025 U1 20 10 0 20 40 SCALE IN FEET R-4332203 InRAWIN(, Nn STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 LANDSCAPE PLANTING PLAN GRADY STA 151 +00 TO GRADY STA 156+50 BT120-LPP104 FACILITY ID: BT120 SHEET No.: REV: 298 1 C'7 N T N 0 O N CU LO 0) Q T I..L co O O O N Q J N M Xrefs: M xS1-BT120-CPP xS1-BT120-LHP xS1-BT120-LPP O xS1-BT120-CMP xBRT-CUD05-T xS1-BT120-CLP xS1-BT120-VSF xS1-BT120-CGP 1 1 xS1-BT120-CDP Uj xS1-BT120-LPN xS 1-BT120-VRX xS1-BT120-APP211 xS1-BT120-LTP001 xS1-BT120-GZK010 GB-SEAL-TRW21032616 (D 0 (o O O co a J O N H 'O N M O 0 w Y J w w xs J m Q U) m _o �a N z M 0, 2 N 1 N 0 o a o U No. — BT120-LPD101 GENERAL NOTES: 1. SEE SHEET BT120-LPS201 FOR PLANTING SCHEDULE AND NOTES. 2. PROTECT EXISTING LANDSCAPING IN PLANTING AREAS NOT INDICATED FOR REMOVAL. SEE SITE PREPARATION SHEETS BT120-CSP101-BT120-CSP205. 3. REFERENCE SOIL PREPARATION DETAIL 1 ON SHEET BT120-LPD201 FOR ALL LANDSCAPE AREAS EXCEPT FOR HYDROSEEDED TURF AND AREAS WITHIN THE BIOSWALE. SEE SHEET CDD506 FOR SOIL PREPARATION REQUIREMENT WITHIN THE BIOSWALE. 4. LIMIT OF PLANTING EQUALS LIMIT OF CONSTRUCTION DISTURBANCE. EXISTING LANDSCAPE AREAS DISTURBED BY CONSTRUCTION SHALL MEET AND MATCH EXISTING CONDITIONS UNLESS SHOWN OTHERWISE ON PLANS. 5. ANY EXISTING IRRIGATION SYSTEMS IMPACTED BY CONSTRUCTION SHALL BE RESTORED. 07/07/2025 TW LF LF JADDENDUM#3 06/13/2025 TW LF LF ADDENDUM #1 12/10/2024 TW LF LF ISSUED FOR BID DATE DSN CHK APP REVISION --Z-GRADY WAY DESIGNED BY: T. WALKER DRAWN BY: T. WALKER CHECKED BY: L. FRENCH APPROVED BY: L. FRENCH Jacobs SUBMITTED BY: R. PARGAS WZA MATCHLINE: LAKE STA 401+50 SEE DWG ■ ■ 106 SCALE: J 1 "=20' Q - Q FILENAME: 4S (n co w J S1-BT120-LPP101-106 BRT General Engineering Consultant zLL SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: REVIEWED BY: DATE: DATE: 12/10/2024 1 J. ALTCHECH 12/10/2024 12/10/2024 KEY MAP CURRENT PLANNING jding 11/05/2025 (D DEVELOPMENT ENGINEERING msippo 11 /25/2025 20 10 0 20 40 SCALE IN FEET R-4332204 InRAWIN(-, Nn STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 LANDSCAPE PLANTING PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 BT120-LPP105 FACILITY ID: BT120 SHEET No.: REV: 299 2 M N T N 0 0 N CU LO V J 0 0 0 0 T rr n co co N O O O 4 N Q J N co Xrefs: M xS1-BT120-CPP xS1-BT120-LHP xS1-BT120-LPP O xS1-BT120-CMP xBRT-CUD05-T xS1-BT120-CLP xS1-BT120-VSF 0 xS1-BT120-CGP 1 1 xS1-BT120-CDR xS1-BT120-LPN xS1-BT120-VRX xS1-BT120-APP211 xS1-BT120-LTP001 xS1-BT120-GZK010 GB-SEAL-TRW21032616 0 0 J O N m 0 N_ CO 0 0 w Y >J I w w Y m J Q m —o a_� 00(D z N Y o N 0 N U No. GENERAL NOTES: 1. SEE SHEET BT120-LPS201 FOR PLANTING SCHEDULE AND NOTES. 2. PROTECT EXISTING LANDSCAPING IN PLANTING AREAS NOT INDICATED FOR REMOVAL. SEE SITE PREPARATION SHEETS BT120-CSP101-BT120-CSP205. 3. REFERENCE SOIL PREPARATION DETAIL 1 ON SHEET BT120-LPD201 FOR ALL LANDSCAPE AREAS EXCEPT FOR HYDROSEEDED TURF AND AREAS WITHIN THE BIOSWALE. SEE SHEET CDD506 FOR SOIL PREPARATION REQUIREMENT WITHIN THE BIOSWALE. 4. LIMIT OF PLANTING EQUALS LIMIT OF CONSTRUCTION DISTURBANCE. EXISTING LANDSCAPE AREAS DISTURBED BY CONSTRUCTION SHALL MEET AND MATCH EXISTING CONDITIONS UNLESS SHOWN OTHERWISE ON PLANS. 5. ANY EXISTING IRRIGATION SYSTEMS IMPACTED BY CONSTRUCTION SHALL BE RESTORED. 12/10/2024 1 TW I LF I LF DATE IDSN ICHK IAPP ISSUED FOR BID REVISION MATCHLINE: SEE DWG BT120-LPP204 DESIGNED BY: T. WALKER DRAWN BY: T. WALKER CHECKED BY: L. FRENCH APPROVED BY: L. FRENCH MATCHLINE: SEE DWG BT120-LPP202 Jacobs SUBMITTED BY: R. PARGAS BT120-LPD101 N�-,/ QLu .5r)?IDE J _co co Lu BRT General Engineering Consultant z SOUNDTRANSIT DATE: REVIEWED BY: DATE: 12/10/2024 1 J. ALTCHECH 12/10/2024 SCALE: 1 "=20' FILENAME: S1-BT120-LPP101-106 CONTRACT No.: RTA/CN 0205-24 DATE: 12/10/2024 KEY MAP CURRENT PLANNING jding 11 /05/2025 ul DEVELOPMENT ENGINEERING msippo 11/25/2025 ul 20 10 0 20 40 SCALE IN FEET R-4332205 DRAWING Nn STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 LANDSCAPE PLANTING PLAN LAKE STA 401 +50 TO LAKE STA 405+50 BT120-LPP106 FACILITY ID: BT120 SHEET No.: REV: 300 0 C'7 N T N O O N CU Ln O O O T rr n cy) co N O O O N Q J N co Xrefs: co xS1-BT120-CPP xS1-BT120-LPP xBRT-CUD05-T 0 xS1-BT120-CLP xS1-BT120-LPN xS1-BT120-CDP xS1-BT120-LHP ^ IJ xS1-BT120-APP 1 1 xS1-BT120-VSF uj xS1-BT120-LTP xS1-BT120-CGP xS1-BT120-GZK010 GB-SEAL-TRW21032616 0 N 0 N J 0 N m cn 0 N coo co It 0 w Y J I w w Y m J I Q m —o a� o (D �? z N Y o N I N U No. GENERAL NOTES: 1. SEE SHEET BT120-LPS201 FOR PLANTING SCHEDULE AND NOTES. 2. PROTECT EXISTING LANDSCAPING IN PLANTING AREAS NOT INDICATED FOR REMOVAL. SEE SITE PREPARATION SHEETS BT120-CSP101-BT120-CSP205. 3. REFERENCE SOIL PREPARATION DETAIL 1 ON SHEET BT120-LPD201 FOR ALL LANDSCAPE AREAS EXCEPT FOR HYDROSEEDED TURF AND AREAS WITHIN THE BIOSWALE. SEE SHEET CDD506 FOR SOIL PREPARATION REQUIREMENT WITHIN THE BIOSWALE. 4. LIMIT OF PLANTING EQUALS LIMIT OF CONSTRUCTION DISTURBANCE. EXISTING LANDSCAPE AREAS DISTURBED BY CONSTRUCTION SHALL MEET AND MATCH EXISTING CONDITIONS UNLESS SHOWN OTHERWISE ON PLANS. 5. ANY EXISTING IRRIGATION SYSTEMS IMPACTED BY CONSTRUCTION SHALL BE RESTORED. 12/10/2024 1 TW I LF I LF DATE IDSN ICHK IAPP ISSUED FOR BID REVISION nnnTr-Hl INE'- DESIGNED BY: T. WALKER DRAWN BY: T. WALKER CHECKED BY: L. FRENCH APPROVED BY: L. FRENCH SEE DWG BT120-LPP203 Jacobs SUBMITTED BY: R. PARGAS Q.5r)?IDE J _co co J BRT General Engineering Consultont z SOUNDTRANSIT DATE: REVIEWED BY: DATE: 12/10/2024 1 J. ALTCHECH 12/10/2024 I n U I 103 I 102 201 — r 202 106 w c/) 203 204 Q L 205 i 105 101 104 cfl SCALE: 1 "=20' FILENAME: S1-BT120-LPP201-205 CONTRACT No.: RTA/CN 0205-24 DATE: 12/10/2024 KEY MAP CURRENT PLANNING jding 11 /05/2025 DEVELOPMENT ENGINEERING msippo 11 /25/2025 0:1 20 10 0 20 40 SCALE IN FEET STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 LANDSCAPE PLANTING PLAN S RENTON TRANSIT CENTER R-4332206 DRAWING No.: BT120-LPP201 FACILITY ID: BT120 SHEET No.: REV: 301 0 C'7 N T N 0 0 N CU LO V J 0 0 0 0 I..L I..L co N O O O N a J N M Xrefs: M xS1-BT120-CPP xS1-BT120-LPP xBRT-CUD05-T O xS1-BT120-CLP xS1-BT120-LPN xS1-BT120-CDR xS1-BT120-LHP 0 xS1-BT120-APR 1 1 xS1-BT120-VSF uj xS1-BT120-LTP xS1-BT120-CGP xS1-BT120-GZK010 GB-SEAL-TRW21032616 0 N i 0 N o_ J O N m 0 N_ co co 0 w Y >J I w w Y m J Q m —o a� �(D z o N L N U No. GENERAL NOTES: 1. SEE SHEET BT120-LPS201 FOR PLANTING SCHEDULE AND NOTES. 2. PROTECT EXISTING LANDSCAPING IN PLANTING AREAS NOT INDICATED FOR REMOVAL. SEE SITE PREPARATION SHEETS BT120-CSP101-BT120-CSP205. 3. REFERENCE SOIL PREPARATION DETAIL 1 ON SHEET BT120-LPD201 FOR ALL LANDSCAPE AREAS EXCEPT FOR HYDROSEEDED TURF AND AREAS WITHIN THE BIOSWALE. SEE SHEET CDD506 FOR SOIL PREPARATION REQUIREMENT WITHIN THE BIOSWALE. 4. LIMIT OF PLANTING EQUALS LIMIT OF CONSTRUCTION DISTURBANCE. EXISTING LANDSCAPE AREAS DISTURBED BY CONSTRUCTION SHALL MEET AND MATCH EXISTING CONDITIONS UNLESS SHOWN OTHERWISE ON PLANS. 5. ANY EXISTING IRRIGATION SYSTEMS IMPACTED BY CONSTRUCTION SHALL BE RESTORED. 12/10/2024 1 TW I LF I LF DATE IDSN ICHK IAPP ISSUED FOR BID REVISION DESIGNED BY: T. WALKER DRAWN BY: T. WALKER CHECKED BY: L. FRENCH APPROVED BY: L. FRENCH MATCHLINE: SEE DWG BT120-LPP204 Jacobs SUBMITTED BY: R. PARGAS QLu .5r)?IDE J _co co Lu BRT General Engineering Consultant z SOUNDTRANSIT DATE: REVIEWED BY: DATE: 12/10/2024 1 J. ALTCHECH 12/10/2024 SCALE: 1 "=20' FILENAME: S1-BT120-LPP201-205 CONTRACT No.: RTA/CN 0205-24 DATE: 12/10/2024 KEY MAP CURRENT PLANNING jding 11 /05/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 N 20 10 0 20 40 SCALE IN FEET STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 LANDSCAPE PLANTING PLAN S RENTON TRANSIT CENTER R-4332207 DRAWING No.: BT120-LPP202 FACILITY ID: BT120 SHEET No.: REV: 302 0 M N T N 0 0 N CU LO V J 0 0 0 0 T rr 0— M co O O O N Q J N co Xrefs: xS1-BT120-CPP xS1-BT120-LPP xBRT-C JD05-T 1 0 xS1-BT120-CLP xS1-BT120-LPN xS1-BT120-CDP 1 xS1-BT120-LHP 0 xS1-BT120-APR 11 1 xS1-BT120-VSF xS1-BT120-LTP xS1-BT120-CGP xS1-BT120-GZKO10 GB-SEAL-TRW21032616 GENERAL NOTES: 1. SEE SHEET BT120-LPS201 FOR PLANTING SCHEDULE AND NOTES. 2. PROTECT EXISTING LANDSCAPING IN PLANTING AREAS O 0 NOT INDICATED FOR REMOVAL. SEE SITE PREPARATION o SHEETS BT120-CSP101-BT120-CSP205. N N 3. REFERENCE SOIL PREPARATION DETAIL 1 ON SHEET BT120-LPD201 FOR ALL LANDSCAPE AREAS EXCEPT FOR HYDROSEEDED TURF AND AREAS WITHIN THE m BIOSWALE. SEE SHEET CDD506 FOR SOIL PREPARATION cn REQUIREMENT WITHIN THE BIOSWALE. 0 N 4. LIMIT OF PLANTING EQUALS LIMIT OF CONSTRUCTION co co o DISTURBANCE. EXISTING LANDSCAPE AREAS DISTURBED BY CONSTRUCTION SHALL MEET AND MATCH EXISTING YCONDITIONS UNLESS SHOWN OTHERWISE ON PLANS. J 5. ANY EXISTING IRRIGATION SYSTEMS IMPACTED BY < CONSTRUCTION SHALL BE RESTORED. w w Q06 ml �U) m —O � U a� CAI Z Y N >O N � 0 12/10/2024 TW LF LF ISSUED FOR BID o U No. DATE DSN CHK I APP I REVISION :1. r fO DESIGNED BY: T. WALKER DRAWN BY: T. WALKER CHECKED BY: L. FRENCH APPROVED BY: L. FRENCH MP LO N BT120-LPD101 N�-� MATCHLINE: SEE DWG BT120-LPP201 -19 0 Jacobs SUBMITTED BY: R. PARGAS m cr MATCHLINE: SEE DWG BT120-LPP205 45 BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 1 J. ALTCHECH I� L� BT120-LPD101 C all clucitt 1 r• n � •` I �. 4. IsL ' �FJ. 0 ;i '•: 0 0 0 •y 0 _ z M 1 — = v 1 103 L- I 102 I 201 — r 202 106 W � I 203 Q � I L 205 i 105 101 104 cfl SCALE: 1 "=20' Q J FILENAME: - Q U U)co w _j S1-BT120-LPP201-205 z SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: DATE: 12/10/2024 12/10/2024 KEY MAP CURRENT PLANNING jding 11 /05/2025 DEVELOPMENT ENGINEERING msippo 11 /25/2025 20 10 0 20 40 SCALE IN FEET STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 LANDSCAPE PLANTING PLAN S RENTON TRANSIT CENTER IR-43322084332208 DRAWING No.: BT120-LPP203 FACILITY ID: BT120 SHEET No.: REV: 303 0 C'7 N N 0 0 N CU co 0 0 1 N Q J N co Xrefs: co xS1-BT120-CPP xS1-BT120-LPP xBRT-CUD05-T O xS1-BT120-CLP xS1-BT120-LPN xS1-BT120-CDP xS1-BT120-LHP(0 xS1-BT120-APP 1 1 xS1-BT120-VSF I— xS1 -BT120-LTPC xS 1-BT120-CG P xS1-BT120-GZK010 GB-SEAL-TRW21032616 L r�eo S GENERAL NOTES: 1. SEE SHEET BT120-LPS201 FOR PLANTING SCHEDULE AND NOTES. (D 2. PROTECT EXISTING LANDSCAPING IN PLANTING AREAS 0 NOT INDICATED FOR REMOVAL. SEE SITE PREPARATION 0 N SHEETS BT120-CSP101-BT120-CSP205. N a 3. REFERENCE SOIL PREPARATION DETAIL 1 ON SHEET a J N BT120-LPD201 FOR ALL LANDSCAPE AREAS EXCEPT FOR TURF AND AREAS WITHIN THE GoHYDROSEEDED c/) BIOSWALE. SEE SHEET CDD506 FOR SOIL PREPARATION 0 REQUIREMENT WITHIN THE BIOSWALE. 0 4. LIMIT OF PLANTING EQUALS LIMIT OF CONSTRUCTION DISTURBANCE. EXISTING LANDSCAPE AREAS DISTURBED w BY CONSTRUCTION SHALL MEET AND MATCH EXISTING Y Q CONDITIONS UNLESS SHOWN OTHERWISE ON PLANS. 5. ANY EXISTING IRRIGATION SYSTEMS IMPACTED BY CONSTRUCTION SHALL BE RESTORED. w 06 ml J Q U) 00 _o �a 0� N z `'' 0, 2 07/07/2025 TW LF LF ADDENDUM #3 N 1 06/13/2025 TW LF LF ADDENDUM #1 N 0 12/10/2024 TW LF LF ISSUED FOR BID CDa o jNo. DATE DSN I CHK I APP I REVISION DESIGNED BY: T. WALKER DRAWN BY: T. WALKER CHECKED BY: L FRENCH APPROVED BY: L. FRENCH Jacobs SUBMITTED BY: R. PARGAS MATCHLINE: SEE DWG BT120-LPP202 QUj ,SrJ?IDE co J _ co J BRT General Engineering Consultant z SOUNDTRANSIT DATE: REVIEWED BY: DATE: 12/10/2024 1 J. ALTCHECH 12/10/2024 SCALE: 1 "=20' FILENAME: S1-BT120-LPP201-205 CONTRACT No.: RTA/CN 0205-24 DATE: 12/10/2024 Q r a a Lii J Zo J 04 2 H Vm Q� 0 W W cn KEY MAP CURRENT PLANNING jding 11/05/2025 DEVELOPMENT ENGINEERINGIL ` msippo 11 /25/2025 N 20 10 0 20 40 SCALE IN FEET STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 LANDSCAPE PLANTING PLAN S RENTON TRANSIT CENTER R-43322:9 DRAWING No.: BT120-LPP204 FACILITY ID: BT120 SHEET No.: REV: 304 2 C'7 N T N O O N CU 0) O O O O T rr n co co N O O O N Q J N C'7 Xrefs: M xS1-BT120-CPP xS1-BT120-LPP xBRT-CUD05-T O xS1-BT120-CLP xS1-BT120-LPN xS1-BT120-CDP xS1-BT120-LHP xS1-BT120-APP 1 1 xS1-BT120-VSF ui xS1-BT120-LTP xS1-BT120-CGP xS1-BT120-GZK010 GB-SEAL-TRW21032616 0 N 0 N w J 0 N m 0 N coo It 0 0 w Y J I w w 06 Q ml �U) m —o � U �(D Z c�i Y N 0 N a_ o U No. GENERAL NOTES: 1. SEE SHEET BT120-LPS201 FOR PLANTING SCHEDULE AND NOTES. 2. PROTECT EXISTING LANDSCAPING IN PLANTING AREAS NOT INDICATED FOR REMOVAL. SEE SITE PREPARATION SHEETS BT120-CSP101-BT120-CSP205. 3. REFERENCE SOIL PREPARATION DETAIL 1 ON SHEET BT120-LPD201 FOR ALL LANDSCAPE AREAS EXCEPT FOR HYDROSEEDED TURF AND AREAS WITHIN THE BIOSWALE. SEE SHEET CDD506 FOR SOIL PREPARATION REQUIREMENT WITHIN THE BIOSWALE. 4. LIMIT OF PLANTING EQUALS LIMIT OF CONSTRUCTION DISTURBANCE. EXISTING LANDSCAPE AREAS DISTURBED BY CONSTRUCTION SHALL MEET AND MATCH EXISTING CONDITIONS UNLESS SHOWN OTHERWISE ON PLANS. 5. ANY EXISTING IRRIGATION SYSTEMS IMPACTED BY CONSTRUCTION SHALL BE RESTORED. 12/10/2024 1 TW I LF I LF DATE IDSN ICHK IAPP ISSUED FOR BID REVISION DESIGNED BY: T. WALKER DRAWN BY: T. WALKER CHECKED BY: L FRENCH APPROVED BY: L. FRENCH Jacobs SUBMITTED BY: R. PARGAS MATCHLINE: Q.5r)?IDE Q _co co J BRT General Engineering Consultont z SOUNDTRANSIT DATE: REVIEWED BY: DATE: 12/10/2024 1 J. ALTCHECH 12/10/2024 I N TI U I 103 L I I I 102 201 — � 202 106 w c/, 203 204 Q L 205 105 101 104 1 1 cfl SCALE: 1 "=20' FILENAME: S1-BT120-LPP201-205 CONTRACT No.: RTA/CN 0205-24 DATE: 12/10/2024 KEY MAP CURRENT PLANNING jding 11 /05/2025 DEVELOPMENT ENGINEERING msippo 11 /25/2025 20 10 0 20 40 SCALE IN FEET STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 LANDSCAPE PLANTING PLAN S RENTON TRANSIT CENTER R-4332210 DRAWING No.: BT120—LPP205 FACILITY ID: BT120 SHEET No.: REV: 305 0 C'7 N T N O O N CU N rr C'7 C'7 N O O O N Q J N C'7 Xrefs: M xBRT-CUD05-T xS1-BT120-LPN GB-SEAL-TRW2 0 0 Uu 0 0 W a J i O N H m 'O N CO co qzT 0 LU Y >J i w J co Q U) 00 O U � Q O Z CYi 2 N N co O a o U PLANTING SCHEDULE: SYM QTY SCIENTIFIC NAME COMMON NAME SIZE / REMARKS SYM QTY SCIENTIFIC NAME COMMON NAME SIZE / REMARKS TREES 29 PRUNUS SERRULATA'SNOW GOOSE' SNOW GOOSE CHERRY 2" CAL; B&B/ 16" FABRIC BAG; STRAIGHT TRUNK, AND GROUNDCOVERS WELL ROOTED; SYMMETRICAL, FULL & WELL BRANCHED; MIN 6-0" HT BRANCHING CLEARANCE FOR TREES 1532 FRAGARIA CHILOENSIS BEACH STRAWBERRY 4 IN. CONTAINER PLANTED AT 24" OC PLANTED NEXT TO WALKWAYS 1 2" CAL; B&B/ 16" FABRIC BAG; STRAIGHT TRUNK AND 3745 ARCTOSTAPHYLOS UVA-URSI KINNIKINNICK 4 IN. CONTAINER PLANTED AT 24" OC 31 ACER PLATANOIDES 'COLUMNARE' COLUMNAR NORWAY MAPLE WELL ROOTED; SYMMETRICAL, FULL & WELL BRANCHED; MIN 6'-0" HT BRANCHING CLEARANCE FOR TREES PLANTED NEXT TO WALKWAYS 5700 SF BIORETENTION - BOTTOM 2" CAL; B&B/ 16" FABRIC BAG; STRAIGHT TRUNK, AND 414 (25%) CAREX DEWEYANA DEWYEY'S SEDGE 1 GAL. CONTAINER PLANTED AT 24" OC • 3 CARPINUS BETULUS 'FASTIGIATA' PYRAMIDAL EUROPEAN HORNBEAM WELL ROOTED; SYMMETRICAL, FULL & WELL BRANCHED; + + + 414 (25%) CAREX OBNUPTA SLOUGH SEDGE 1 GAL. CONTAINER PLANTED AT 24" OC MIN 6-0" HT BRANCHING CLEARANCE FOR TREES 414(25%) CAREX TESTACEA ORANGE NEW ZEALAND SEDGE 1 GAL. CONTAINER PLANTED AT 24" OC PLANTED NEXT TO WALKWAYS 414 (25%) JUNCUS TENUIS SLENDER RUSH 1 GAL. CONTAINER PLANTED AT 24" OC 2" CAL; B&B/ 16" FABRIC BAG; STRAIGHT TRUNK, AND WELL ROOTED; SYMMETRICAL, FULL & WELL BRANCHED; • 6 TILIA AMERICANA'REDMOND' AMERICAN TILIA MIN 6-0" HT BRANCHING CLEARANCE FOR TREES PLANTED NEXT TO WALKWAYS W W W 15702 SF GRASS PAVER AND LAWN INSTALLATION W W W GRASS PAVER INSTALLATION, SEE DETAIL 2, LPD101 2" CAL; B&B/ 16" FABRIC BAG; STRAIGHT TRUNK, AND 1 WELL ROOTED; SYMMETRICAL, FULL & WELL BRANCHED; 00 14 STYRAX JAPONICA JAPANESE SNOWBELL MIN 6-0" HT BRANCHING CLEARANCE FOR TREES PLANTED NEXT TO WALKWAYS LEGEND: + 35 TILIA CORDATA'HALKA' SUMMER SPRITE LITTLE LEAF LINDEN 2" CAL; B&B/ 16" FABRIC BAG; STRAIGHT TRUNK, AND WELL ROOTED; SYMMETRICAL, FULL & WELL BRANCHED; _A0 EXISTING TREES TO REMAIN MIN 6-0" HT BRANCHING CLEARANCE FOR TREES PLANTED NEXT TO WALKWAYS 1 vM 86 ACER CIRCINATUM VINE MAPLE 2" CAL, B&B; FULL, WELL BRANCHED, & WELL ROOTED PLANTING NOTES: 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE PATTERN PER DETAIL 5/LPD101 AT SPACING SHOWN IN THE + QUANTITIES REQUIRED TO MEET THE SPECIFIED PLANT PLANT SCHEDULE. 13 CALOCEDRUS DECURRENS INCENSE CEDAR 6-8 FT. HT., B&B; FULL, WELL BRANCHED, & WELL ROOTED SPACING. PERCENTAGES LISTED INDICATE PERCENTAGE OF 9. TREE LOCATIONS SHOWN ON PLANTING PLANS ARE TOTAL PLANTING AREA TO RECEIVE PLANTING MATERIALS. APPROXIMATE; STAKE ALL TREE LOCATIONS IN THE FIELD FOR 1 �� 2. BRING ANY DISCREPANCIES WITH THE DWGS AND/OR SPECS & OWNER'S REP REVIEW AND APPROVAL PRIOR TO PLANTING; IF _� 35 PINUS CONTORTA SHORE PINE 6-8 FT. HT., B&B; FULL, WELL BRANCHED, & WELL ROOTED SITE CONDITIONS TO THE ATTENTION OF OWNER'S REP PRIOR FIELD ADJUSTMENTS ARE NECESSARY THE FOLLOWING MIN 11 T� TO PROCEEDING WITH CONSTRUCTION. SETBACKS FOR CENTERLINE OF TREE TRUNKS TO EDGE OF 3. LOCATE UTILITIES PRIOR TO BEGINNING CONSTRUCTION. DRIVEWAY, FACE OF CURB OR INTERSECTION AND TO CENTER SHRUBS / PERENNIALS OF ALL OTHERS SHOWN APPLY: 4. VERIFY ALL GRADES WITH THE PROJECT REPRESENTATIVE a 116 PINUS MUGO'SLOWMOUND' SLOWMOUND MUGO PINE 2 GAL. CONTAINER PLANTED AT 6'OC BEFORE COMMENCEMENT OF PLANTING & SEEDING: A. STREET AND PEDESTRIAN LIGHTS 15' a. ALL GRADES SHALL FLOW SMOOTHLY INTO ONE ANOTHER B. DRIVEWAYS 10' WITH NO ABRUPT TRANSITIONS AND PRODUCE POSITIVE C. INTERSECTIONS (FROM FACE OF CURB) 30' ND 559 NANDINA DOMESTICA DWARF NANDINA'FIREPOWER' 2 GAL. CONTAINER PLANTED AT 4' OC STORMWATER DRAINAGE. D. UNDERGROUND SEWER &WATER LINES 5' 'FIREPOWER' 'DWARF' b. THE CONTRACTOR IS RESPONSIBLE FOR ANY ADVERSE E. UNDERGROUND GAS LINES 1' RG 663 ROSA GYMNOCARPA BALDHIP ROSE 2 GAL. CONTAINER PLANTED AT 4' OC DRAINAGE CONDITIONS THAT MAY AFFECT PLANT GROWTH UNLESS THE CONTRACTOR CONTACTS THE PROJECT F. UNDERGROUND HIGH PRESSURE GAS LINES 3' cs 955 CORNUS SERICEA'KELSEYI' KELSEY'S DWARF RED -OSIER DOGWOOD 2 GAL. CONTAINER PLANTED AT 4' OC REPRESENTATIVE IMMEDIATELY, INDICATING ANY POSSIBLE G. UTILITY/POWER POLES 5' PROBLEM. H. UNDERGROUND FIBER CABLE 2' 5. FIELD STAKE OR DEMARCATE PLANTING LOCATIONS FOR I. OTHER TREES 15' KG 253 CORNUS SERICEA'KELSEY'S GOLD' KELSEY'S GOLD DWARF 2 GAL. CONTAINER PLANTED AT 4' OC PROJECT REPRESENTATIVE REVIEW AND APPROVAL PRIOR TO J. FACE OF CURB 3' INSTALLATION. K. HYDRANT 5' 458 CISTUS X HYBRIDUS WHITE ROCKROSE 2 GAL. CONTAINER PLANTED AT 4' OC 6. COORDINATE PLANTING LOCATIONS WITH SPRINKLER HEAD LOCATIONS TO AVOID ANY CONFLICTS. vD 357 VIBURNUM DAVIDII DAVIDII VIBURNUM 2 GAL. CONTAINER PLANTED AT 4' OC 7. ENSURE LAWN AND PLANT MATERIAL RECEIVE ADEQUATE WATER THROUGHOUT ONE (1) YEAR GUARANTEE PERIOD FOR PLANT ESTABLISHMENT, SEE SPECS. �B 106 BERBERIS THUNBERGII 'CRIMSON CRIMSON PIGMY JAPANESE BARBERRY 2 GAL. CONTAINER PLANTED AT 3' O.C. 8. INSTALL SHRUBS AND GROUNDCOVERS IN A TRIANGULAR PYGMY' ® 470 MAHONIA REPENS CREEPING OREGON GRAPE 2 GAL. CONTAINER PLANTED AT 3' O.C. PLANTING ABBREVIATIONS: ® 562 1 POLYSTICHUM MUNITUM SWORD FERN 2 GAL. CONTAINER PLANTED AT 3' OC # NUMBER CONT CONTAINER MAX MAXIMUM % PERCENT CF CUBIC FEET MIN MINIMUM & AND CY CUBIC YARDS OC ON CENTER ® 1171 CALOMAGROSTIS X ACUTIFLORA FEATHER REED GRASS 2 GAL. CONTAINER PLANTED AT 3' O.C. @ AT DIA DIAMETER QTY QUANTITY 'KARL FOERSTER' ABBV ABBREVIATIONS DWGS DRAWINGS ROW RIGHT-OF-WAY ® 117 PENNISETUM ALOPECUROIDES DWARF FOUNTAIN GRASS 2 GAL. CONTAINER PLANTED AT 3' OC AC ACRES EA EACH SCH SCHEDULE 'HAMLIN' 'HAMLIN' ALT ALTERNATE ENG ENGINEER SPEC SPECIFICATION APPROX APPROXIMATE EQ EQUAL SQ SQUARE ® 124 HELICTOTRICHON SEMPERVIRENS BLUE OAT GRASS 2 GAL. CONTAINER PLANTED AT 3' OC B&B BALLED AND BURLAPPED EQUIV EQUIVALENT SQ FT SQUARE FEET CAL CALIPER EX EXISTING SYM SYMBOL CL CENTER LINE GAL GALLON TYP TYPICAL ® 47 NASSELLA TENUISSIMA MEXICAN FEATHER GRASS 2 GAL. CONTAINER PLANTED AT 3' OC CLR CLEAR(ANCE) HT HEIGHT R-4332211 ® 4 PARTHENOCISSUS HENRYANA SILVERVEIN CREEPER 2 GAL. CONTAINER PLANTED AT 3' OC CONC CONCRETE ID INSIDE DIAMETER CURRENT PLANNING Is CONST CONSTRUCTION LF LINEAR FEET jding 11/05/2025 DEVELOPMENT ENGINEERING MFRS MANUFACTURER'S msippo 11/25/2025 DESIGNED BY: SCALE: NTs STRIDE BUS RAPID TRANSIT DRAWING No.: T. WALKER �� BPS R qH/� �0 �t 0 7 oacobsIDE Q J U w J SOUTH RENTON TRANSIT CENTER BT105 BT120-LPS101 DRAWN BY: T. WALKER FILENAME: S1-BT120-LPS101 FACILITY ID: j a N BRT General Engineering Consultant z LL BT120 CHECKED BY: CONTRACT No.: L. FRENCH ��s'o� ^���`cj NDTRAN �T Sov S RTA/CN 0205-24 LANDSCAPE 1 06/13/2025 TW LF LF ADDENDUM #1 SHEET No.: REV: °<y 76 EXF D�P�G PLANTING SCHEDULE 0 12/10/2024 TW LF LF ISSUED FOR BID APPROVED BY: NDSCPI? SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: LEGEND, NOTES & ABBREVIATIONS 306 1 No. DATE DSN CHK APP REVISION L. FRENCH R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 co N T N 0 0 N CU H H H T N co m N O 0 Q J N C'7 Xrefs: M xS1-BT120-CPP xS1-BT120-LPP xBRT-CUD05-T O xS1-BT120-CLP xS1-BT120-LPN xS1-BT120-CDP xS1-BT120-LHP 0 xS1-BT120-APP 1 1 xS1-BT120-VSF xS1-BT120-LTP xS1-BT120-CGP dS1-BT120-CDP001 GB-SEAL-TRW21032616 ti 0 0 w J 0 N m r Cn 0 N_ co co It 0 0 l w Y J >a I w Q m ml : —o Q? N (� z o Y O "t �: N 3:0 M CD a_ N Lj No. TREE, SHRUB, OR GROUNDCOVER PREPARED PLANTING SOIL SCARIFIED SUBGRADE LEVEL WITH TOP OF ADJACENT CURB OR PAVING ° I N I .{ I I IUJ I I N N 10 I I C° UNDISTURBED I I w ILU I I EXIST NATIVE SOIL OR EXIST NATIVE SOIL o COMPACTED TO 85% MAX I��i�i���i I DRY DENSITY STEP 1 STEP 2 STEP 3 STEP 4 MULCH STEP 5 NOTES: 1. ALL DIMENSIONS INDICATE COMPACTED DEPTHS TO 85% MAX DRY DENSITY IN SOUND TRANSIT AREAS. PREPARED PLANTING SOIL TO REMAIN UNCOMPACTED. 2. VERIFY UTILITY LOCATIONS BEFORE SOIL PREPARATION TO AVOID ANY CONFLICTS. PROTECT EXISTING UTILITIES AS REQUIRED. 3. MEDIUM WOOD CHIP MULCH SHALL BE INSTALLED TO A 4" DEPTH. 4. SEE DRAINAGE PLANS AND DETAILS FOR SOIL PREPARATION REQUIREMENTS WITHIN THE BIOSWALE. 5. FOR SOIL PREPARATION REQUIREMENTS WITHIN THE TPZ OF PROTECTED TREES, SEE SPEC SECTION 32 19 13 AND 01 56 39 STEP 1: EXCAVATE SOIL BELOW ADJACENT CURB OR PAVING; AVOID UNDERMINING ADJACENT CURB OR PAVING BASE COURSE MATERIAL. STEP 2: SCARIFY SUBGRADE TO 10". STEP 3: INSTALL PREPARED PLANTING SOIL IN EQUAL LIFTS OF 6". ROTOTILL THE FIRST LIFT TO INCORPORATE INTO THE TOP 3-4 INCHES OF THE SUBGRADE SOIL. STEP 4: INSTALL TREE, SHRUB, OR GROUNDCOVER. STEP 5: INSTALL 4" DEPTH MEDIUM WOOD CHIP MULCH. SOIL PREPARATION IN SHRUB AND GROUNDCOVER AREAS SCALE: NTS c��Tinni TOP OF ROOT CROWN TO BE FLUSH WITH FINISH GRADE 4" DEPTH MEDIUM WOOD CHIP MULCH IN SHRUB PLANTING AREAS FINISH GRADE PRIOR TO PLACING MEDIUM WOOD CHIP MULCH LIGHTLY SCARIFY ROOTBALL TO LOOSEN ROOTS PRIOR TO PLANTING 1:1 SLOPE ON SIDES OF PLANTING HOLE BACKFILL WITH PREPARED PLANTING SOIL OR TOPSOIL TYPE A, SEE NOTE 2 BELOW UNDISTURBED EX SOIL OR SOIL COMPACTED TO 85% MAX DRY DENSITY; VERIFY POSITIVE DRAINAGE PRIOR TO CONSTRUCTION PLANTING HOLE TO BE 6" LARGER THAN DIA OF ROOTBALL FOR GROUNDCOVER, 12" LARGER THAN DIA OF ROOTBALL FOR SHRUBS 1/2" PREPARED PLANTING SOIL AND SEEDED PER SPEC SECTION 32 92 00 GRASS PAVER UNITS FILLED WITH PREPARED PLANTING SOIL AND INSTALLED IN ACCORDANCE TO THE MANUFACTURES PRODUCT/INSTALLATION SHEET. 18" LAP OF GEOTEXTILE EDGES OR AS SPECIFIED BY THE MANUFACTURE, WHICHEVER IS GREATER 8" MIN SUB -BASE FOR PAVER SYSTEM GEOTEXTILE FOR PAVER SYSTEM COMPACTED SUBGRADE NOTE: 1. SEE SPEC SECTION 32 13 19 GRASSCRETE/GRASS PAVERS FOR ADDITIONAL REQUIREMENTS GRASSCRETE/GRASS PAVER PAVEMENT SECTION SCALE: NTS 1. ADD MANUFACTURER -RECOMMENDED AMOUNT OF MYCORRIHIZAL INOCULANT 2. TOPSOIL TYPE A TO BE PLACED WITHIN THE BIOSWALE. SEE BIOSWALE DETAIL IN THE DRAINAGE PLANS SHRUB AND GROUNDCOVER PLANTING SCALE: NTS 12/10/2024 1 TW I LF ILF I ISSUED FOR BID DATE IDSN ICHK 1APP IREVISION DESIGNED BY: T. WALKER DRAWN BY: T. WALKER CHECKED BY: L. FRENCH APPROVED BY: L. FRENCH SPECIFIED TRIANGULAR SPACING, SEE PLANTING SCHEDULE CENTER OF GROUNDCOVER — — OR SHRUB PLANTS, TYP 1 1/1 1/1 +1/2 + + + SPECIFIED SPACING �1 1/ 1/ OTHERWISE SHOWN ON PLA SS \ \ \ \ \ OR SCHEDULE 8 CURB, SIDEWALK - PI AN OR PAVING EDGE SHRUB AND GROUNDCOVER LAYOUT SCALE: NTS Jacobs SUBMITTED BY: R. PARGAS VARIES TREE, TYP ROOT COLLAR MEDIUM WOOD CHIP MULCH - 4" MIN DEPTH, TAPER TO ROOT COLLAR �"vAvAv.v v........j 6F.i.......V....A.A.AVA AMlOvAVAMAVA MAVA .AMAVAMAVA ..........vvAvAv..... FA TANVI .......OvAVA.. MlOvAVA •...........' ol� I ;C7 TIES, DO NOT OVER TEN 2" DIA, 8'LONG DOUG-FIR STAKE TO BE LOCATED OUTSIDE ROOTBALL; MIN 1' EMBEDMENT INTO UNDISTURBED SOIL Qw Z U T_Z a Z w SIDEWALK WITH FLUSH [If BASE COURSE, m U SEE CIVIL DWGS NO 111M 1 0 PREPARED PLANTING SOIL PREPARED PLANTING SOIL COMPACTED TO 24" DEPTH ROOT BARRIER, 90% MAX DRY DENSITY UNDER ROOT BALL TYP. SEE NOTE 2 SLOPE AS REQUIRED TO AVOID UNDERMINING SIDEWALK, CURB AND BASE COURSE UNDISTURBED EX SOIL OR SOIL COMPACTED TO 85% MAX DRY NOTES: DENSITY; VERIFY POSITIVE DRAINAGE PRIOR TO CONSTRUCTION 1. ADD MANUFACTURER -RECOMMENDED AMOUNT OF MYCORRIHIZAL INOCULANT 2. INSTALL 10 FT LENGTH OF ROOT BARRIER, CENTERED ON TRUNK OF THE TREE, WHERE TREES ARE INSTALLED WITHIN 10 FT OF PAVEMENT BALL AND BURLAPPED TREE PLANTING SCALE: NTS BUILDING WALL, SEE ARCHITECTURAL MEDIUM WOOD CHIP MULCH, SEE SOIL PREPARATION AND SHRUB PLANTING DETAILS PLANTING SOIL, SEE SOIL PREPARATION AND SHRUB PLANTING DETAILS WEATHERING STEEL PLANTER EDGE CONCRETE SIDEWALK CURRENT PLANNING jding 11 /05/2025 DEVELOPMENT ENGINEERING -t- msippo 11 /25/2025 • ANCHOR ACCORDING TO MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. SEE SPEC SECTION 32 31 56, DECORATIVE METAL WEATHERING STEEL PLANTING EDGE SCALE: NTS SCALE: Q J NTS - Q FILENAME: CD co w _j S1-BT120-LPD101 BRT General Engineering Consultont z " SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: REVIEWED BY: DATE: DATE: 12/10/2024 1 J. ALTCHECH 12/10/2024 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 LANDSCAPE PLANTING DETAILS u R-4332212 DRAWING No.: BT120-LPD101 FACILITY ID: BT120 SHEET No.: REV: 307 0 A H H H N d co N O O O N Q J N co Xrefs: xS1-BTP120-CP xS1-BTP120-CM xBRT-CUD05-T O xS1-BTP120-VS xS1-BT120-LPP xS1-BT120-LRN 0 xS1-BT120-LRP xS1-BT120-VRX 1 1 xS1-BT120-LHP uj xS 1-BT120-GZK GB-SEAL-TRW2 0 _o d 0 N co N CO 0 qzl- Y >J w J mI Q U) 00 O — U � Q z Y �0 o a o U I' I / I / I I I' — — — k� — — — — — — — — — �J `` I ` cc " I I I 103" I ' I I I I II J L_ J L_ . r I I I _ I m CROSS REFERENCING OF DRAWINGS BASE SHEET TITLE 101 102 103 104 105 106 107 1"=20' DRAWING SETS S1-BT120-LRP101 S1-BT120-LRP102 S1-BT120-LRP103 S1-BT120-LRP104 S1-BT120-LRP105 S1-BT120-LRP106 NOT USED CROSS REFERENCING OF DRAWINGS BASE SHEET TITLE 201 (ED (ED 204 (ED 1"=20' DRAWING SETS S1-BT120-LRP201 S1-BT120-LRP202 S1-BT120-LRP203 S1-BT120-LRP204 S1-BT120-LRP205 I ' I I I I I 107 1 CURRENT PLANNING jding 11/05/2025 DEVELOPMENT ENGINEERING msippo 11 /25/2025 N 80 40 0 80 160 SCALE IN FEET R-4332213 DESIGNED BY: SCALE: DRAWING No.: A. KRINGEL �� oPs R wqH/v Q J ill-80' STRIDE BUS RAPID TRANSIT DRAWN BY: a��� <� A 0 7 - U FILENAME: SOUTH RENTON TRANSIT CENTER BT120-LRP100 A. KRINGEL w J S1-BT120-LRP100 BT105 FACILITY ID: .. Saco s4S (n co CHECKED BY: N BRT General Engineering Consultant z � CONTRACT No.: BT120 SOUNDTRANSIT LANDSCAPE RTA/CN 0205-24 SHEET No.: REV: 1 06/13/2025 AK LF LF ADDENDUM #1 L. FRENCH ��s�o<6�sEXP N°.r\� IRRIGATION PLAN 0 12/10/2024 AK LF LF ISSUED FOR BID APPROVED BY: AN�SX SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: 308 1 No. DATE DSN CHK APP REVISION L. FRENCH R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 AREA PLAN AND GENERAL NOTES sl. I I• �l kl I I \. s ` `�\ ( ; jl I i�iiii 2 f �iiiiiii■ �/ � � `� I II I MR--w1-1Ir y -- / 202 NORTH DRIVEWAYS I I 203 I I I 201 I 102 SOUTH DRIVEWAY _Lu I III `, I i i Lj I i� 1 \ I , 204 I I 1 106 , I � • moi- I 105 0010 AY i I ���D Y W s G R ,Oil — � 104 101 � I co AREA MAP I ill =80' 1 C'7 N N CU 0) O 0 1 I..L co O O N Q J GENERAL NOTES: Xrefs: xBRT-CUD05-TB Z_HOLD_xS1-B1 GB-SEAL-TRW2 1. THE IRRIGATION SYSTEM IS DESIGNED TO OPERATE AT WATER ` PRESSURE OF 70 PSI MINIMUM AT THE POINTS OF CONNECTION (IRRIGATION WATER METER), AND A MAXIMUM FLOW DEMAND OF 40 GPM. THE CONTRACTOR SHALL VERIFY PRESSURE PRIOR TO INSTALLATION OF IRRIGATION EQUIPMENT. IF THERE IS A DISCREPANCY, THE IRRIGATION CONTRACTOR SHALL NOTIFY THE RESIDENT ENGINEER, IMMEDIATELY, IN WRITING SO ADJUSTMENTS CAN BE MADE. 2. A PRESSURE REGULATING VALVE SHALL BE INSTALLED IF THE STATIC SERVICE PRESSURE EXCEEDS EIGHTY (80) POUNDS PER SQUARE INCH (PSI) AT THE POINT OF CONNECTION. THE PRESSURE REGULATING VALVE SHALL BE LOCATED BETWEEN THE LANDSCAPE WATER METER AND THE FIRST POINT OF WATER USE AND SHALL BE SET AT THE MANUFACTURER'S RECOMMENDED PRESSURE FOR SPRINKLERS. 3. AT RAINIER AVE & HARDIE AVE, NEW IRRIGATION IS INTENDED TO CONNECT TO AND MODIFY THE EXISTING SYSTEM IN THE MEDIAN ISLANDS AND PLANTER STRIPS. AS BUILT INFORMATION IS NOT AVAILABLE, SO CONTRACTOR SHALL VERIFY LOCATIONS OF HEADS, PIPES AND EQUIPMENT OF THE EXISTING SYSTEM. WHEN ADDING HEADS TO AN EXISTING CIRCUIT, USE NEW HEADS THAT MATCH EXISTING. WIRE NEW VALVES TO THE EXISTING CONTROLLER. CONTRACTOR TO COORDINATE ANY SHUTOFF OR REVISION OF THE EXISTING SYSTEM MINIMUM 3 DAYS PRIOR WITH CITY PARKS DEPARTMENT AND CITY PROJECT MANAGER. 4. PLANS ARE DIAGRAMMATIC. INSTALL PIPES IN PLANTING AREAS UNLESS A SLEEVE IS REQUIRED TO CROSS UNDER PAVEMENT. 5. ALL DIMENSIONS, QUANTITIES AND MATERIALS SHALL BE VERIFIED BY IRRIGATION CONTRACTOR. CONTRACTOR SHALL INSTALL ADDITIONAL HEADS, AS NEEDED, TO PROVIDE ADEQUATE COVERAGE AT NO ADDITIONAL COST TO THE OWNER. 6. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL IRRIGATION AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT EXISTING OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN SITE DIMENSIONS MAY NOT HAVE BEEN FORESEEN AND CONSIDERED IN THE DESIGN. THE CONTRACTOR SHALL NOTIFY THE RESIDENT ENGINEER IF SUCH OBSTRUCTIONS AND DIFFERENCES OCCUR. IN THE EVENT THAT NOTIFICATION IS NOT GIVEN THE CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR ALL NECESSARY CHANGES AT THE CONTRACTOR'S EXPENSE. 7. SLEEVES: A. ALL PIPING AND 24 VOLT WIRING PASSING UNDER PAVING OR WALLS SHALL BE SLEEVED. B. THE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH THE PAVING CONTRACTOR FOR INSTALLATION OF SLEEVES. C. THE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF WIRE CONDUITS FROM THE CONTROLLER TO THE MAINLINE LOCATION. 8. REMOTE CONTROL VALVES AND QUICK COUPLER VALVES SHALL BE INSTALLED ADJACENT TO WALKS OR PAVING. 9. REFER TO IRRIGATION DETAILS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. 10.TEMPORARY WATERING MEASURES FOR PLANTS AND TREES AFFECTED BY IRRIGATION SHUTOFF SHALL BE PROVIDED BY THE CONTRACTOR WITH INSPECTION BY THE CITY'S PARK DEPARTMENT PRIOR TO IRRIGATION SHUT-OFF. c� 0 0 z ry 0 N m 0 N M IZI- 0 W Y J Q i W J m Q r) �m _O �a N Z M Y N 1 06/13/2025 AK LF LF ADDENDUM #1 ©0 12/10/2024 AK LF LF ISSUED FOR BID o a o U No. DATE DSN CHK APP REVISION 1 HYDROZONE INFORMATION TABLE % of Irrigation Landscape Hydrozone Plant Type Method Area (SF) Area 1 Turf Rotary 15,702 14% 2 Shrubs&Trees Rotary 85,180 76% 3 Water Quality Swales Rotary 11,370 10% 4 Raised Planter Box Drip 120 0% Total LS Area 1 112,372 L.dnuscdLM vvd«r /A11UWd11cV LWA = (ETo) (0.62) [(0.7 x LA) ] gallons per month (July) ETo = 5.55 Reference Evapotranspiration inches per week July 0.7 = Adjustment Factor LA = 112,372 Landscape Area (sf) 0.62 = Conversion factor (to gallons per sf) LWA = 270,670 gallons per month Landscape Water Requirement LWR Where: ETo PF HA 0.62 I = = 5.55 = = = = (Eto) (0.62) [(PF)(HA)/IE] Reference Evapotranspiration inches per week July Plant factor Hydrozone Area (sf) Conversion factor (to gallons per sf) Irrigation efficiency HYDROZONE TABLE FOR CALCULATING LWR Hydrozone Plant Water Use Type Plant Type Plant Factor Irrigation Eficiency Hydrozone Area (SF) PF X HA PF X HA IE 1 2 3 4 H M M M Turf Shrubs & Trees Water Quality Swales Raised Planter Box 0.8 0.4 0.4 1 0.4 0.85 15,702 85,180 11,370 1 1201 12,562 34,072 4,548 48 14,778 40,085 5,351 1 53 0.85 0.85 1 0.9 TOTAL 1 112,372 1 1 60,267 LWR = 207,378.68 gallons per month PRESSURE LOSS CALCULATIONS: Generated: 2024-02-20 14:29 P.O.C. NUMBER: 01 Water Source Information: ON SITE FLOW AVAILABLE Water Meter Size: 2" Flow Available 70.55 GPM PRESSURE AVAILABLE Static Pressure at POC: 70 PSI Elevation Change: 5.00 ft Service Line Size: 2" Length of Service Line: 20 ft Pressure Available: 67 PSI DESIGN ANALYSIS Maximum Station Flow: 36.78 GPM Flow Available at POC: 70.55 GPM Residual Flow Available: 33.77 GPM Critical Station: 16 Design Pressure: 40 PSI Friction Loss: 4.09 PSI Fittings Loss: 0.41 PSI Elevation Loss: 0 PSI Loss through Valve: 3.53 PSI Pressure Req. at Critical Station: 48.0 PSI Loss for Fittings: 0.04 PSI Loss for Main Line: 0.44 PSI Loss for POC to Valve Elevation: 0 PSI Loss for Backflow: 11.8 PSI Loss for Master Valve: 0.53 PSI Loss for Water Meter: 1.11 PSI Critical Station Pressure at POC: 62.0 PSI Pressure Available: 67 PSI Residual Pressure Available: 5.03 PSI DESIGNED BY: A. KRINGEL DRAWN BY: A. KRINGEL CHECKED BY: L. FRENCH APPROVED BY: L. FRENCH Jacobs SUBMITTED BY: R. PARGAS IKKRjA I IUN bUHtUULt: SYMBOL MANUFACTURER/MODEL/DESCRIPTION POP-UP TURF ROTATOR - 22-30' RADIUS 41N. POP-UP WITH FACTORY INSTALLED CHECK VALVE, FLOGUARD, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY. B=BLUE ADJ ARC 90-210, Y=YELLOW ADJ ARC 210-270, A=GRAY 360 ARC. POP-UP SHRUB ROTATOR - 31-35' RADIUS B 121N. POP-UP WITH CHECK VALVE, FLOGUARD, PRESSURE REGULATED TO 40 PSI. LB=LIGHT BROWN, ADJUSTABLE ARC, 90-210. z9a 800 A 800 F ► ► > �T M POP-UP SHRUB ROTATOR - 13-21' RADIUS 121N. POP-UP WITH CHECK VALVE, FLOGUARD, PRESSURE REGULATED TO 40 PSI. K=BLACK ADJ ARC 90-210, G=GREEN ADJ ARC 210-270, R=RED 360 ARC. POP-UP SHRUB ROTATOR - 22-30' RADIUS 121N. POP-UP WITH CHECK VALVE, FLOGUARD, PRESSURE REGULATED TO 40 PSI, B=BLUE ADJ ARC 90-210, Y=YELLOW ADJ ARC 210-270, A=GRAY 360 ARC. POP-UP SHRUB ROTATOR - 6-12' RADIUS 121N. POP-UP WITH CHECK VALVE, FLOGUARD, PRESSURE REGULATED TO 40 PSI. ADJ=ORANGE AND GRAY ( ARC 90-210), 360=LIME GREEN AND GRAY (ARC 360) POP-UP SHRUB ROTATOR - 8-15' RADIUS 121N. POP-UP WITH CHECK VALVE, FLOGUARD, PRESSURE REGULATED TO 40 PSI. M=MAROON ADJ ARC 90 TO 210, L=LIGHT BLUE 210 TO 270 ARC, O=OLIVE 360. QTY PSI SYMBOL 31 40 91 40 363 40 POP-UP SHRUB ROTATOR, CORNER NOZZLE - 8-15' RADIUS 121N. POP-UP WITH FACTORY INSTALLED CHECK VALVE, FLOGUARD, PRESSURE REGULATED TO 40 PSI, MP ROTATOR 56 40 NOZZLE. T=TURQUOISE ADJ ARC 45-105. MANUFACTURER/MODEL/DESCRIPTION QTY 1W LOW FLOW DRIP CONTROL KIT 1 1IN. LOW FLOW VALVE, 3/41N. PRESSURE REGULATING RBY FILTER, AND 30PS1 PRESSURE REGULATOR. AREA TO RECEIVE DRIPLINE ON -SURFACE PRESSURE COMPENSATING DRIPLINE 123.5 L.F. 0.9 GPH EMITTERS AT 12" O.C. DRIPLINE LATERALS SPACED AT 12" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. UV RESISTANT. ,Sr.RIDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 1 J. ALTCHECH SCALE: NTS Q Lu FILENAME: Q U C/)U) w J S1-BT120-LRN101 z � SCONTRACT No.: OUNDTRANSIT RTA/CN 0205-24 DATE: DATE: 12/10/2024 12/10/2024 MANUFACTURER/MODEL/DESCRIPTION QTY REMOTE CONTROL VALVE 1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW 26 OPERATING CAPABILITY, GLOBE CONFIGURATION. WITH PRESSURE REGULATING MODULE, AND SCRUBBER TECHNOLOGY. QUICK COUPLING VALVE 0 1" BRASS QUICK -COUPLING VALVE, WITH 17 CORROSION -RESISTANT STAINLESS STEEL SPRING, LOCKING THERMOPLASTIC RUBBER COVER AND 2-PIECE BODY. Cb BALL VALVE - BRASS- LINE SIZE 6 GATE VALVE 2 My MASTER VALVE 2" 2 NORMALLY OPEN BRASS MASTER VALVE THAT PROVIDES DIRTY WATER PROTECTION. 2" SIZE. OD DRAIN VALVE 2 0 DOUBLE CHECK BACKFLOW PREVENTER 1" 1 BF DOUBLE CHECK BACKFLOW PREVENTER 2" 1 CONTROLLER - GRADY WAY MODEL TO BE DETERMINED. SHALL BE COMPATIBLE C2 WITH CITY OF RENTON REQUIREMENTS MINIMUM 2 1 STATIONS. TO BE INSTALLED IN EXTERIOR STAINLESS STEEL PEDESTAL. CONTROLLER - ON SITE SEE SPECIFICATIONS FOR MODEL. SHALL BE COMPATIBLE WITH SOUND TRANSIT SYSTEM -WIDE REQUIREMENTS ALLOWING FOR SYSTEM -WIDE © CONNECTIVITY. PROVIDES ELECTRONIC MONITORING OF THE IRRIGATION CONTROLLER TIED TO THE OMF OVER 1 THE COMMUNICATION BACKBONE USING IP TECHNOLOGIES FOR ALL NEW FACILITIES WITH THE GOAL OF CENTRALLY MONITORING FACILITY WATER USAGE. TO BE INSTALLED IN EXTERIOR STAINLESS STEEL PEDESTAL. ® RAIN AND FREEZE SENSOR 2 CONDUIT INSTALLATION, MOUNT PER DETAIL. NORMALLY CLOSED SWITCH. FS 1-1/21N. FLOW SENSOR 2 BRASS MODEL. OPERATING RANGE 4.0 GPM TO 80.0 GPM. M2 WATER METER 1" 1 SEE CIVIL PLANS M WATER METER 2" 1 SEE CIVIL PLANS POINT OF CONNECTION PI-�f EXISTING IRRIGATION AT RAINIER & HARDIE - VERIFY 1 LOCATION POC POINT OF CONNECTION 1" 1 IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 - SIZE 13,531 PER PLAN L.F. IRRIGATION MAINLINE: PVC SCHEDULE 40 - 3" SIZE 3,979 - - - - UNLESS NOTED OTHERWISE L.F. SOLVENT WELD W/THRUST BLOCKS PIPE SLEEVE: PVC SCHEDULE 40 - TWICE THE SIZE OF 1,666 PIPE L.F. Valve Callout -uu Valve Number # # a Valve Flow #" Valve Size CURRENT PLANNING jding 11 /05/2025 EOPMENT ENGINEERINGppo 11 /25/2025 R-4332214 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER BT120-LRN101 BT105 FACILITY ID: LANDSCAPE BT120 SHEET No.: REV: IRRIGATION NOTES S RENTON TRANSIT CENTER 309 1 C'7 N O O 4 N Q J N co xrefs: co xS1-BTP120-CP xS1-BTP120-CM xBRT-CUD05-T O xS1-BTP120-VS xS1-BT120-LPP xS1-BT120-LRN xS1-BT120-VRX Q xS1-BT120-LHP 1 1 xS1-BT120-GZK ui GB-SEAL-TRW2 xS1-BT120-LRP C) CD ry J O N m O N Q0 C'7 C) 0 ry W Y J >Q I _ CD LLI ry W 06 m Q UI m O - U N z v _ ry O N M N n C) U N co xrefs: co xS1-BTP120-CP xS1-BTP120-CM xBRT-CUD05-T O xS1-BTP120-VS xS1-BT120-LPP xS1-BT120-LRN xS1-BT120-VRX 0 xS1-BT120-LHP 1 1 xS1-BT120-GZK GB-SEAL-TRW2 xS1-BT120-LRP X 0 0 ry 0 N m U) N Q0 co 0 0 ry W V J >Q I cD LLI ry w 06 Q UI �m _o N z —0 N o U RAINII �- - - A 10/24/2025 TW CP JCP CoR Permit Revisions - CNWD #001 1 06/20/2025 AK LF LF ADDENDUM #1 0 12/10/2024 AK LF LF ISSUED FOR BID No. DATE DSN CHK APP REVISION V / POINT OF CONNECTION TO EXISTING IRRIGATION (GENERAL LOCATION, TO BE MOVED AS NECESSARY PER ACTUAL MAINLINE LOCATION) fl / O / .01 ,�► Iov Ilk o0I 4.48 3-1 "y// \ 1" 2.43 3-2 1" o � AVE S CONNECT NEW IRRIGATION MAINLINE TO _ _ EXISTING SYSTEM IN THIS M' GENERAL LOCATION _ ADD NEW HEADS & LATERALS TO EXISTING CIRCUIT IN MEDIAN- III MATCH NEW SPRINKLERS TO EXISTING. — ICI IJ i o / 01E PJ� gVJ NpR II Il11filii MATCHLINE: MATCHLINE: SEE DWG BT120-LRP203 SEE DWG BT120-LRP201 MODIFICATION TO RAINIER AVE IRRIGATION: KEY NOTES: 1. EXISTING IRRIGATION SYSTEM IS ASSUMED BASED ON SITE PHOTOS O IRRIGATION MAINLINE 2. EXACT SYSTEM LOCATIONS ARE NOT KNOWN DURING DESIGN, CONTRACTOR SHALL VERIFY 2 WATER METER EXACT LOCATIONS A O3 DOUBLE CHECK VALVE ASSEMBLY 3. SPRINKLERS HEADS ARE SHOWN, BUT CONTRACTOR SHALL MATCH WHATEVER PER CITY OF RENTON STD PLAN IRRIGATION TYPE (DRIP TUBING, SPRINKLERS, 340.8 ETC) IS EXISTING O4 IRRIGATION CONTROLLER 4. PROTECT EXISTING IRRIGATION SYSTEM COMPONENTS UNLESS THEY ARE WITHIN AN AREA TO BE DEMOLISHED AND REBUILT. SEE BT120-LRP100 FOR IRRIGATION 5. CONNECT TO EXISTING MAINLINES AND SCHEDULE & NOTES. CONTINUE SYSTEM OPERATION AS MUCH AS POSSIBLE TO PROVIDE WATERING TO LANDSCAPE AREAS OUTSIDE OF THE PROJECT DESIGNED BY: A. KRINGEL DRAWN BY: A. KRINGEL CHECKED BY: L. FRENCH APPROVED BY: L. FRENCH Jacobs SUBMITTED BY: R. PARGAS 4bf BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH 2 8.86 3-3 1" II III II III SCALE: 1 "=20' Q LU - Q U FILENAME: Cf)co w S1-BT120-LRP101-106 J U- SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: DATE: 12/10/2024 12/10/2024 34 m CURRENT PLANNING A �' jding 11 /05/2025 ' DEVELOPMENT ENGINEERING ` msippo 11 /25/2025 20 10 0 20 40 SCALE IN FEET R-4332216 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER BT120-LRP102 BT105 FACILITY ID: LANDSCAPE BT120 SHEET No.: REV: IRRIGATION PLAN RAINIER STA 204+00 TO RAINIER STA 208+50 311 A KEY MAP C'7 N T O N CU co 0 0 N Q J N co Xrefs: co xS1-BTP120-CP xS1-BTP120-CM xBRT-CUD05-T O xS1-BTP120-VS xS1-BT120-LPP xS1-BT120-LRN xS1 -BT120-VRX(0 xS1-BT120-LHP 1 1 xS1-BT120-GZK GB-SEAL-TRW2 xS1-BT120-LRP I 9 0 0 J CD CV m U) O N Q0 C'7 C) 0 w Y J >Q I cD LLI wm Q UI �m _O co � z Y A 0 1 N 0 o a_ U No. CD 00 N p p N r 1L cj)� � N W � Z F— Q/ CID li v W� Z� J W 2 � H QC G J V! 14rZ o m X — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — RAINIER AVE S 0 KEY NOTES: OIRRIGATION MAINLINE O2 WATER METER ODOUBLE CHECK VALVE ASSEMBLY PER CITY OF RENTON STD PLAN 340.8 O4 IRRIGATION CONTROLLER SEE BT120-LRP100 FOR IRRIGATION SCHEDULE & NOTES. 10/24/2025 TW CP CP CoR Permit Revisions - CNWD #001 06/20/2025 AK LF LF ADDENDUM #1 12/10/2024 AK LF LF ISSUED FOR BID DATE IDSN ICHK APP REVISION FOC2-1— NO LANDSCAPE IRRIGATION WORK ON THIS SHEET co N T O N i —_ _ _ — —�g� __ _�, yam i = — _ __ -1� = - FOCI-1 — — ESL 1 _ - - FOCI -I---- J 6'9,, \ \� i FOR MODIFICATION TO RAINIER AVE IRRIGATION, SEE NOTES ON BT120-LRP102 0 DESIGNED BY: A. KRINGEL°PS R wqy,, DRAWN BY: A. KRINGEL CHECKED BY: L. FRENCH 6 EXP- P` APPROVED BY: L. FRENCH rl Jacobs SUBMITTED BY: R. PARGAS BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 1 J. ALTCHECH SCALE: 1 "=20' Q LU FILENAME: - Q U coco LU S1-BT120-LRP101-106 z � SCONTRACT No.: OUNDTRANSIT RTA/CN 0205-24 DATE: DATE: 12/10/2024 12/10/2024 CURRENT PLANNING AW416 jding 11 /05/2025 ' DEVELOPMENT ENGINEERING msippo 11 /25/2025 20 10 0 20 40 SCALE IN FEET R-4332217 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER BT120-LRP103 BT105 FACILITY ID: LANDSCAPE BT120 SHEET No.: REV: IRRIGATION PLAN RAINIER STA 208+50 TO RAINIER STA 212+42.13 312 A KEY MAP , U LO 0 O 00 T I..L co co O 0 4 Q J N co Xrefs: xS1-BTP120-CP xS1-BTP120-CM xBRT-CUD05-T O xS1-BTP120-VS xS1-BT120-LPP xS1-BT120-LRN xS1-BT120-VRX Q xS1-BT120-LHP 1 1 xS1-BT120-GZK GB-SEAL-TRW2 xS1-BT120-LRP co 0 0 n ry J 0 N m 0 N co ry W V J >Q I w ry w 06 J CO l Q CQ m _o CM � z Y O N Cl) N 0- o U MATCHLINE: MATCHLINE: SEE DWG BT120-LRP205 SEE DWG BT120-LRP204 Ovv DOUBLE CHECK VALVE ASSEMBLY A PER CITY OF RENTON STD PLAN 340.8 O4 IRRIGATION CONTROLLER SEE BT120-LRP100 FOR IRRIGATION SCHEDULE & NOTES. DESIGNED BY: A. KRINGEL DRAWN BY: A. KRINGEL A 10/24/2025 TW CP CP CoR Permit Revisions - CNWD #001 CHECKED BY: L. FRENCH 1 06/13/2025 AK LF LF ADDENDUM #1 0 12/10/2024 AK LF LF ISSUED FOR BID APPROVED BY: L. FRENCH No. DATE DSN ICHK I APP REVISION 7 Q Q .Jacobs w-j BRT General Engineering Consultant J " SOUNDTRANSIT SUBMITTED BY: DATE: REVIEWED BY: DATE: R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 1• SCALE: 1 "=20' FILENAME: S1-BT120-LRP101-106 CONTRACT No.: RTA/CN 0205-24 DATE: 12/10/2024 KEY MAP INSTALL SOUND TRANSIT MASTER VALVE AND FLOW SENSOR MIN 2' NORTH OF SIDEWALK :o LO O r r A/ n J � O � r Vm c� z0 JW Lu J� Q CURRENT PLANNING jding 11 /05/2025 ;jl LDEIVELOPMENT ENGINEERING ippo 11 /25/2020f:V%] 20 10 0 20 40 SCALE IN FEET STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 LANDSCAPE IRRIGATION PLAN G RADY STA 151 +00 TO G RADY STA 156+50 R-4332218 DRAWING No.: BT120-LRP104 FACILITY ID: BT120 SHEET No.: REV: 313 A N T N O O N CU co 0 0 4 Q J co Xrefs: co xS1-BTP120-CP xS1-BTP120-CM xBRT-CUD05-T O xS1-BTP120-VS xS1-BT120-LPP xS1-BT120-LRN xS1-BT120-VRX(0 xS1-BT120-LHP 1 1 xS1-BT120-GZK Uj GB-SEAL-TRW2 xS1-BT120-L1.1 40 LO + LO C r r Q� H cn J �O — 0 N Q� wm 00 W Z J LU = LU V c/) H Q 0 0 0 a_ J 0 CV m U) O N Q0 co O 0 W Y J >Q I CD LLJ W 06 m Q UI �m _o co � z Y A 10/24/2025 TW CP CP CoR Permit Revisions - CNWD #001 N � 1 06/13/2025 AK LF LF ADDENDUM #1 cc) �: 0 12/10/2024 AK LF LF ISSUED FOR BID o U No. DATE DSN CHK APP REVISION • e e Mir -gill VV►►r� �W� 111 Ill . \e 1` �r�Jl►►1►ty1 111 :a-14 m Ill �.: .�BE 1/1 1/1 111 l/l l/1 111 Ill 111 111 111 111 111 Ill .. ,• ._,_� ;• ;.; O •. 1 1 i KEY NOTES: OIRRIGATION MAINLINE OWATER METER A ODOUBLE CHECK VALVE ASSEMBLY PER CITY OF RENTON STD PLAN 340.8 OIRRIGATION CONTROLLER SEE BT120-LRP100 FOR IRRIGATION SCHEDULE & NOTES. DESIGNED BY: A. KRINGEL DRAWN BY: A. KRINGEL CHECKED BY: L. FRENCH APPROVED BY: L. FRENCH Jacobs SUBMITTED BY: R. PARGAS INSTALL ALL IRRIGATION HERE ON SOUND TRANSIT PROPERTY, WEST OF PROPERTY LINE MATC H LI N E : LAKE STA 401 +50 SEE DWG BT120-LRP106 a Focs-, - - - F0133-1_ _ MC3-1_ _ Rocs-, - - BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 1 J. ALTCHECH I / I SCALE: 1 "=20' Q LU FILENAME: - U cf)co uw S1-BT120-LRP101-106 J SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: DATE: 12/10/2024 12/10/2024 CURRENT PLANNING jding 11/05/2025 1 DEVELOPMENT ENGINEERING msippo 11 /25/2025 20 10 0 20 40 SCALE IN FEET R-4332219 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER BT120-LRP105 BT105 FACILITY ID: LANDSCAPE BT120 SHEET No.: REV: IRRIGATION PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 314 A 1 \L 1 IVI%-Al N T N O O N CU co co O O N Q J N co Xrefs: co xS1-BTP120-CP xS1-BTP120-CM xBRT-CUD05-T O xS1-BTP120-VS xS1-BT120-LPP xS1-BT120-LRN xS1-BT120-VRX 0 xS1-BT120-LHP 1 1 xS1-BT120-GZK Uj GB-SEAL-TRW2 xS1-BT120-LRP I 9 0 0 J 0 N m U) 0 N co 0 w Y J >Q I cD LLI w 06 m Q UI �m _o M � z 0 A N �: 0 N a_ U No. MATCHLINE: SEE DWG BT120-LRP204 k� t t k t t t ,\. t t1 t t 4 t t t t �P INSTALL ALL \ \ IRRIGATION HERE ON \ SOUND TRANSIT PROPERTY, WEST OF PROPERTY LINE 10/24/2025 TW CP CP CoR Permit Revisions - CNWD #001 12/10/2024 AK LF LF 1APP ISSUED FOR BID DATE DSN CHK REVISION t t 4 t t t� t t t � t � t 4 t 1 t t E MATCHLINE: SEE DWG BT120-LRP202 i C ; W C I INSTALL SPRINKLER °J I DONUTS AT THESE °` I HEADS, SEE DETAIL 5/ � - ! I BT120-LRD103 — — --- --- < mm- 34 .6 CM- LAKE AVE S 1" r-----•------- -- I 111 II ---------------- � oc KEY NOTES: OIRRIGATION MAINLINE O2 WATER METER A ODOUBLE CHECK VALVE ASSEMBLY PER CITY OF RENTON STD PLAN 340.8 O4 IRRIGATION CONTROLLER SEE BT120-LRP100 FOR IRRIGATION SCHEDULE & NOTES. DESIGNED BY: A. KRINGEL °Ps RAv,, �o`� �/F DRAWN BY: A. KRINGEL CHECKED BY: L. FRENCH -0 �- "q 76 X? '3' APPROVED APPROVED BY: L. FRENCH FOR LAKE AVE IRRIGATION (VALVE KCM-1) CONNECT TO MAINLINE OF EXISTING KC METRO IRRIGATION ON WEST SIDE OF LAKE IF PRESENT. IF THERE IS NONE, INSTALL MAINLINE ACROSS LAKE AVE USING HORIZONTAL BORE UNDER STREET AND CONNECT TO IRRIGATION AT KCM PARK AND RIDE LOT AS SHOWN. �i Jacobs SUBMITTED BY: R. PARGAS ,frJ?IDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 1 J. ALTCHECH O 9 --- - - - - - - - - - - - - ro mm r` (N)) w ���'y �� k, L I u Q SW 7TH T I 103 I I L I � I i 102 201 202 106 Y W 204 ---- 205 105 I 101 104 W GRApY Alf SCALE: 1 "=20' Q LU - U r=-1w FILENAME: Cf)co w S1-BT120-LRP101-106 J U- SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: DATE: 12/10/2024 12/10/2024 CURRENT PLANNING jding 11/05/2025 E ELOPMENT ENGINEERING msippo 11 /25/2025 20 10 0 20 40 !1 1 66666� SCALE IN FEET R-4332220 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER BT120-LRP106 BT105 FACILITY ID: LANDSCAPE BT120 SHEET No.: REV: IRRIGATION PLAN LAKE STA 401 +50 TO LAKE STA 405+50 315 A KEY MAP C'7 N T N O O N CU co co O O N Q J Ap Xrefs: M xS1-BTP120-CP xS1-BTP120-C xBRT-CUD05-T O xS1-BTP120-VS xS1-BT120-LRN xS1-BT120-VRX xS1-BT120-LPP xS1-BT120-LHP w xS1-BT120-APP xS 1-BT120-GZK GB-SEAL-TRW2 xS1-BT120-LRP001 LO 0 N 0 N n ry J 0 N m U) 0 N M 0 w V J >Q (D LLJ ry CO Q U) �m _o �(D z Y —o LO N N � o U MATCHLINE: SEE DWG BT120-LRP103 REPAIR AND RESTORE RANIER AVE IRRIGATION MIANLINE - FOR MODIFICATION TO RAINIER AVE _ I • ! IRRIGATION, SEE NOTES ON BT120-LRP102 I a — — — — !� ► 1-------__ 341 34' � III � III N III 1 24.4 14 C I I 1 %2" W W Z II JN III U L s II r Q m � II I II 0 ~ II W -a--- cn I..F_ I � II -� II �■ - --rt--- - ; I I I I fs:: a• I I I I :. I � � •.. I I I I : I � I ..; CONNECT TO EXISTING RAINIER AVE IRRIGATION -% FOR MODIFICATION TO RAINIER AVE IRRIGATION, 71 — F }- ;��- �" s cs- c S s �c SEE NOTES ON BT120-LRP102 j s: �..•' — I �s /� si. .p• c MATCHLINE: SEE DWG BT120-LRP203 A 10/24/2025 TW CP JCP CoR Permit Revisions - CNWD #001 0 12/10/2024 AK LF I LF ISSUED FOR BID No. DATE DSN CHK APP REVISION KEY NOTES: IRRIGATION MAINLINE OWATER METER O3 DOUBLE CHECK VALVE ASSEMBL PER CITY OF RENTON STD PLAN 340.8 O4 IRRIGATION CONTROLLER SEE BT120-LRP100 FOR IRRIGATION SCHEDULE & NOTES. DESIGNED BY: A. KRINGEL S oPs �<1 R VV �o0� DRAWN BY: A. KRINGEL • �a Q CHECKED BY: L. FRENCH16 EX? sF��gNDSCE P APPROVED BY: L. FRENCH n Jacobs SUBMITTED BY: R. PARGAS BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH ---------- 1 Y411 34" 04 O ..a Uj OG ZJ J N Qm 20 Uj N W I N � L _QQ SW 7TH ST I 103 I L I I 102 201 202 CO W y O203 Q 204 J2 205 105 I 101 104 ' GRA J SCALE: 1 "=20' Q w FILENAME: Q U) U) w S1-BT120-LRP201-205 J J SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: DATE: 12/10/2024 12/10/2024 ud' CURRENT PLANNING jding 11 /05/2025 DEVELOPMENT ENGINEERING msippo 11 /25/2025=� 20 10 0 20 40 SCALE IN FEET R-433221 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER BT120-LRP201 BT105 FACILITY ID: LANDSCAPE BT120 SHEET No.: REV: IRRIGATION PLAN S RENTON TRANSIT CENTER 316 A in, 11.' C'7 N T N O N CU t' J co O O O 4 Q J AP Xrefs: M xS1-BTP120-CP xSl-BTP120-CIV xBRT-CUD05-T O xS1-BTP120-VS xS1-BT120-LRN xS1-BT120-VRX xS1-BT120-LPP xS1-BT120-LHP w xS1-BT120-APP xS 1-BT120-GZK GB-SEAL-TRW2 xS1-BT120-LRP001 LO C) CV O CV n J O CV m U) O CV (.0 co It C) ry LU LLI ry J >Q i LL1 °6 Q UI 00 O - U 75; Q d (D Nt N Z Y _ ry O Ln CV Co CV n C) U Ap Xrefs: M xS1-BTP120-CP xS1-BTP120-CM xBRT-CUD05-T O xS1-BTP120-VS xS1-BT120-LRN xS1-BT120-VRX 0 xS1-BT120-LPP xS1-BT120-LHP iW xS1-BT120-APP xS1-BT120-GZK GB-SEAL-TRW2 xS1-BT120-LRP001 O N 0 N p 0 N H m co O N M O W LLJ J >Q I w06 CO Q (un)I om O L � z Y -o N N 0- CD U CONNECT TO EXISTING RAINIER AVE IRRIGATION - FOR MODIFICATION TO RAINIER AVE IRRIGATION, SEE NOTES ON BT120-LRP102 N O r . a Lu W ZJ O J N 2� V � Q m 0 300 ID LLI U) KEY NOTES: (D IRRIGATION MAINLINE 2 ) WATER METER DOUBLE CHECK VALVE ASSEMBLY PER CITY OF RENTON STD PLAN 340.8 O4 IRRIGATION CONTROLLER SEE BT120-LRP100 FOR IRRIGATION SCHEDULE & NOTES. 0 MATCHLINE: . ---AA MATCHLINE: SEE DWG BT120-LRP205 KEY MAP LU cn CURRENT PLANNING jding 11 /05/2025 DEVELOPMENT ENGINEERING ffAO msippo 11 /25/2025 %d 20 10 0 20 40 SCALE IN FEET R-4332223 DESIGNED BY: SCALE: DRAWING No.: A. KRINGEL OPS R WgH�ti Q J 111=20' STRIDE BUS RAPID TRANSIT DRAWN BY: �o`� <� 0 7 rRIDE ZU FILENAME: SOUTH RENTON TRANSIT CENTER BT120-LRP203 A. KRINGEL co 4S -jacobs w J S1-BT120-LRP201-205 BT105 FACILITY ID: CHECKED BY: N , BRT General Engineering Consultant SOUNDTRANSIT LANDSCAPE CONTRACT No.: BT120 A 10/24/2025 TW CP CP CoR Permit Revisions - CNWD #001 L. FRENCH �2a6 Nam`) RTA/CN 0205-24 SHEET No.: REV: 0 12/10/2024 AK g LF LF ISSUED FOR BID APPROVED BY: s��N�scAPEP�'G� SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: IRRIGATION PLAN S RENTON TRANSIT CENTER 318 A No. DATE IDSN ICHK 1APP REVISION I L. FRENCH R. PARGAS 12/10/2024 1 J. ALTCHECH 12/10/2024 12/10/2024 co N T N O N CU LO 0) O O T rr 0- co O O O N Q J N co Xrefs: xS1-BTP120-CP xS1-BTP120-CM xBRT-CUD05-T i O xS1-BTP120-VS xS1-BT120-LRN xS1-BT120-VRX xS1-BT120-LPP xS1-BT120-LHP 1 1 xS1-BT120-APP xS1-BT120-GZK GB-SEAL-TRW2 xS1-BT120-LRP001 0 N 0 N n ry J 0 N m 'o N CO 0 _o w Y >J LLJ CO Q cf) co O LO 'Z Y O CV N o U S� OIRRIGATION MAINLINE O2 WATER METER DOUBLE CHECK VALVE ASSEMBLY PER CITY OF RENTON STD PLAN 340.8 (�) IRRIGATION CONTROLLER SEE BT120-LRP100 FOR IRRIGATION SCHEDULE & NOTES. 0 MATCHLINE: SEE DWG BT120-LRP202 r J GRApY WAYtJ KEY MAP Fi ENT PLANNING 'ing 11/05/2025 EDEVELO:PPIMENT ENGINEERING o 11 /25/2025 20 10 0 20 40 SCALE IN FEET R-4332224 DESIGNED BY: SCALE: DRAWING No.: A. KRINGEL oPs R AS A. Q J 1��=20' STRIDE BUS RAPID TRANSIT DRAWN BY: �0"� �� c o 7 sr)?IDE 00 U FILENAME: SOUTH RENTON TRANSIT CENTER BT120-LRP204 A. KRINGEL w J S1-BT120-LRP201-205 BT105 FACILITY ID: Oacobs A 10/24/2025 TW CP CP CoR Permit Revisions - CNWD #001 CHECKED BY: o BRT General Engineering Consultant u- CONTRACT No.: BT120 1 06/13/2025 AK LF LF ADDENDUM #1 L. FRENCH ��s,o� �N�`"�.`` SOUNDTRANSIT RTA/CN 0205-24 LANDSCAPE SHEET No.: REV: FO 2616 EXP �� ��' IRRIGATION PLAN 0 12/10/2024 AK I LF LF I ISSUED FOR BID APPROVED BY: ZgNDSCAPEP SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: 319 A No. I DATE IDSN CHK I APP I REVISION L. FRENCH R. PARGAS 12/10/2024 1 J. ALTCHECH 12/10/2024 12/10/2024 S RENTON TRANSIT CENTER co T N 0 O N CU LO O O O O T rr n t co J N O O O N Q J Ap Xrefs: M xS1-BTP120-CP xS1-BTP120-C1V i xBRT-CUD05-T O xS1-BTP120-VS xS1-BT120-LRN xS1-BT120-VRX xS1-BT120-LPP xS1-BT120-LHP W xS1-BT120-APP xS1-BT120-GZK GB-SEAL-TRW2 xS1-BT120-LRP001 I r� 0 N 0 N d J 0 N m 'o N ('') It O Q H W Lu J >Q c� w os Q U� m O � Y —o N Cl) D_ O U KEY NOTES: OIRRIGATION MAINLINE 2 > WATER METER n ODOUBLE CHECK VALVE ASSEMBLY PER CITY OF RENTON STD PLAN 340.8 O4 IRRIGATION CONTROLLER SEE BT120-LRP100 FOR IRRIGATION SCHEDULE & NOTES. MATCHLINE: EjdCURRENT PLANNING ing 11 /05/2025 EDEVELO:PIMENT ENGINEERING o 11 /25/2025 0 20 10 0 20 40 rt coo KEY MAP SCALE IN FEET R-4332225 DESIGNED BY: SCALE: DRAWING No.: A. KRINGEL 0PS R s,VVI" Q J 111-20' STRIDE BUS RAPID TRANSIT DRAWN BY: �0 �� 0 7 U FILENAME: SOUTH RENTON TRANSIT CENTER BT120-LRP205 A. KRINGEL co Jacobs I SrRIDE w J S1-BT120-LRP201-205 BT105 FACILITY ID: CHECKED BY: ,� BRT General Engineering Consultant IZ u- CONTRACT No.: BT120 SOUNDTRANSIT LANDSCAPE A 10/24/2025 TW CP CP CoR Permit Revisions - CNWD #001 L. FRENCH RTA/CN 0205-24 SHEET No.: REV: 0 12/10/2024 AK LF LF ISSUED FOR BID APPROVED BY: sFa g616 EXP �P� SUBMITTED BY: DATE: REVIEWED BY: rAE DATE: IRRIGATION PLAN NDSCAP S RENTON TRANSIT CENTER 320 A No. DATE DSN CHK APP REVISION L. FRENCH R. PARGAS 112/10/2024 J. ALTCHECH /2024 12/10/2024 co N T N 0 O N U LO M Q T rr n co co N O O O N Q J Ap Xrets: M xS1-BTP120-CP xS1-BTP120-LR xS1-BTP120-CM O xB RT-C U D05-T xS1-BTP120-VS xS1-BT120-LRN xS1-BT120-VRX xS1-BT120-LPP w xS1-BT120-LHP xS 1-BT 120-APR GB-SEAL-TRW2 I i N T10 QwTyl 1F•', MOTION �`C y 6dI 5Ws* I A, 6 ' 6 A5:5LMBLIE3 AP F RG� � �� 1, S T6 S- IN WASPiIN T T6e", Ft V is F �!-Ti' OF vAa6�fw DEPA QF hWTK 1 T (>µf f F l � f M' T A N A, SEPARTt �I Y OP, REI�10H `R�l'��+113��b P AMI r 7Y� iu1�S1P AM Of N'E ➢DCVA, AND P!PPING., THE OW9Ek SWALL WRt>r05N1 Ws'rALL A iN MA"WAIN UM, ,Aim ALL NP-1- t MA D�' APPLIRTENAN.GL3 St WN ON THIS, PLAN. .x -TIE WVA !A+Tm 8 mo gy A SUT5 aF�i fi 9A t0* ASMM� VTM ArI i rM IMRAL T T1 1 : 6 €F+*J, 9 Atha', ANNUALLY 1Tf,*RW `TUR AT 1� 4E 1E!XKf,1A ` ��''Y QF '11HE TEST T" � AXE : TO: CITy OP RE T04WAT DITYENONi.MFI AN -LA;I�! � F WT-Yj =', 0NWQT110N CONTROL SPECI415% F#Xti RQ 42 43024_1s ,4, Iii A ANC MREWR [ROOK SHAILL K� LWAi Eg Otl FkNAW PRDFUTY CAM A RM A5 Ff3W€�L .T-q TI WA' RA �7 ASSEMBLY DO UBLE CHECK = IRRIGATION O a► STD. PLAN' PIIBS,I�: �-�, >T+tiLl RESIQENTJAL, FARE, SPRINKLER I MARp BACKFLOW PREVENTER ASSEMBLY SCALE: NOT TO SCALE FLOW SENSOR INSTALL MAINLINE THROUGH IRRIGATION SLEEVES INTO BOXES (TYPICAL) BALL VALVE 0 N TOP OF BARK MULCH Z IRRIGATION SLEEVE o MASTER VALVE ROUTE MAINLINE TO LOWER DEPTH WITH 45°, SCH. 80 FITTING Y4" CRUSHED GRAVEL SUMP, TYP. MASTER VALVE & FLOW SENSOR SCALE: NOT TO SCALE 9welviv�yq►RIM V FLOW SENSOR WIRES LEADING TO IRRIGATION CONTROLLER INSTALLED IN A MINIMUM OF 1" CONDUIT D/e\\11 2111111:Zi>•:/ BALL VALVE SAME SIZE AS MAIN LINE WATERING SCHEDULE NUMBER MODEL TYPE PRECIP SUN MON TUE WED THU FRI SAT IN./WEEK MIN./WEEK GAL./WEEK GAL./DAY 1 REMOTE CONTROL VALVE SHRUB ROTARY 0.31 in/h 68 min 68 min 0.7 136 4,020 2,010 2 REMOTE CONTROL VALVE SHRUB ROTARY 0.67 in/h 32 min 32 min 0.7 63 215 107 2-1 REMOTE CONTROL VALVE SHRUB ROTARY 0.6 in/h 35 min 35 min 0.7 70 1,715 857 2-2 REMOTE CONTROL VALVE SHRUB ROTARY 0.6 in/h 36 min 36 min 0.7 71 1,761 881 3 REMOTE CONTROL VALVE SHRUB ROTARY 0.33 in/h 64 min 64 min 0.7 127 2,928 1,464 3-1 REMOTE CONTROL VALVE SHRUB ROTARY 0.27 in/h 79 min 79 min 0.7 157 703 351 3-2 REMOTE CONTROL VALVE SHRUB ROTARY 0.61 in/h 35 min 35 min 0.7 69 168 83.9 3-3 REMOTE CONTROL VALVE SHRUB ROTARY 0.36 in/h 58 min 58 min 0.7 116 1,028 514 3-4 REMOTE CONTROL VALVE SHRUB ROTARY 0.55 in/h 39 min 39 min 0.7 77 625 313 4 REMOTE CONTROL VALVE SHRUB ROTARY 0.34 in/h 63 min 63 min 0.7 125 1,859 930 5 REMOTE CONTROL VALVE SHRUB ROTARY 0.32 in/h 66 min 66 min 0.7 132 1,009 504 6 REMOTE CONTROL VALVE SHRUB ROTARY 0.33 in/h 64 min 64 min 0.7 127 3,815 1,907 7 REMOTE CONTROL VALVE SHRUB ROTARY 0.38 in/h 56 min 56 min 0.7 111 2,441 1,220 8 REMOTE CONTROL VALVE SHRUB ROTARY 0.56 in/h 38 min 38 min 0.7 76 1,878 939 9 REMOTE CONTROL VALVE TURF ROTARY 0.5 in/h 50 min 50 min 50 min 1.25 149 1,886 629 11 REMOTE CONTROL VALVE TURF ROTARY 0.3 in/h 83 min 83 min 83 min 1.25 247 6,768 2,256 12 REMOTE CONTROL VALVE TURF ROTARY 0.29 in/h 86 min 86 min 86 min 1.25 257 7,063 2,354 13 REMOTE CONTROL VALVE SHRUB ROTARY 0.92 in/h 23 min 23 min 0.7 46 1,169 584 14 REMOTE CONTROL VALVE SHRUB ROTARY 0.73 in/h 29 min 29 min 0.7 58 1,415 707 15 REMOTE CONTROL VALVE SHRUB ROTARY 0.37 in/h 57 min 57 min 0.7 113 2,653 1,326 16 REMOTE CONTROL VALVE SHRUB ROTARY 0.37 in/h 57 min 57 min 0.7 113 2,743 1,372 17 REMOTE CONTROL VALVE SHRUB ROTARY 0.31 in/h 68 min 68 min 0.7 136 5,002 2,501 18 REMOTE CONTROL VALVE SHRUB ROTARY 0.29 in/h 73 min 73 min 0.7 146 784 392 19 REMOTE CONTROL VALVE SHRUB ROTARY 0.41 in/h 52 min 52 min 0.7 103 3,000 1,500 20 REMOTE CONTROL VALVE SHRUB ROTARY 0.31 in/h 69 min 69 min 0.7 137 4,152 2,076 21 LOW FLOW DRIP CONTROL KIT AREA FOR DRIPLINE 1.44 in/h 30 min 0.7 30 67.1 67.1 KCM-1 REMOTE CONTROL VALVE SHRUB ROTARY 0.47 in/h 45 min 45 min 0.7 89 752 376 TOTALS: 219 30 1,425 219 1,206 3,081 61,617 28,223 TARGET PRECIPITATION IS CALIBRATED FOR HOTTEST DRYEST WEEK OF THE YEAR - 1.25" TURF, .7" FOR SHRUBS WATERING SCHEDULE DURING PLANT ESTABLISHMENT SCALE: NOT TO SCALE INSTALL MASTER VALVE CONTROL WIRES IN A MINIMUM 1" ELECTRICAL CONDUIT MASTER VALVE (NORMALLY OPEN) VALVE BOX PIPE SLEEVE SCHE THD LE 80 UNION ONE ON EACH SIDE 5 X PIPE DIAMETER I - I _ 10 X PIPE DIAMETER GATE VALVE NOTES: 1. FLOW SENSOR CABLE TO BE EV-CAB-SEN INSTALL IN CONDUIT. FLOW SENSOR WIRE NOT TO EXCEED 2000 FEET. 2. SEPARATE CABLE MUST BE USED FOR EACH FLOW SENSOR. MASTER VALVE WIRES INSTALLED IN CONDUIT. GATE VALVE SAME SIZE AS MAIN LINE DRAIN VALVE SCALE: NOT TO SCALE DTES: BRASS BALL VALVE -LOW 3" BETWEEN VALVE BOX LID JD PVC PIPE " DIAMETER PLASTIC ROUND \LVE BOX WITH BOLT LID DOWN. PVC SLEEVE - OPEN BOTTOM DIAMETER SCH. 40 PVC PIPE. ZAIN ROCK NINLINE CURRENT PLANNING jding 11 /05/2025 DEVELOPMENT ENGINEERING IL msippo 11 /25/2025 R-4332226 DESIGNED BY: SCALE: DRAWING No.: A. KRINGEL �� 0PS R wq",ti Q J NTS STRIDE BUS RAPID TRANSIT DRAWN BY: �o`� �'� 0 7 U FILENAME: SOUTH RENTON TRANSIT CENTER BT120-LRD101 A. KRINGEL w J S1-BT120-LRD101-103 BT105 FACILITY ID: Oacobs4SrJ?IDE co CHECKED BY: o BRT General Engineering Consultant z SovN�T�Nsir CONTRACT No.: LANDSCAPE BT120 L. FRENCH ��s-10 NNS RTA/CN 0205-24 SHEET No.: REV: __jFo 676EXP �° IRRIGATION DETAILS 0 12/10/2024 AK LF LF ISSUED FOR BID APPROVED BY: 4" DS(;P, SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: 321 0 No. DATE DSN CHK APP REVISION L. FRENCH R. PARGAS 112/10/2024 J. ALTCHECH 112/10/2024 12/10/2024 S RENTON TRANSIT CENTER co N T O O N CU M co N O O O N Q J Xrefs: M xS1-BTP120-CP xS1-BTP120-LR xS1-BTP120-CM O xBRT-CUD05-T xS1-BTP120-VS xS1-BT120-LRN xS1-BT120-VRX xS1-BT120-LPP w xS1-BT120-LHP H xS 1-BT 120-APP GB-SEAL-TRW2 2 G c�c L G u z_� 2 u U u N � a C� 0 co 0 _o 0 0-1 0 N H m 0 N Q0 co IZT 0 H w Y J >Q C7 w w 06 Y m J Q m -o Q N Q z o Y N M � 0 o a N U No Q 40 QUICK COUPLING VALVE SCALE: NOT TO SCALE KEY NOTES: KEY NOTES 1O QUICK COUPLING VALVE O2 STAINLESS STEEL SCREW CLAMP, MIN. (3) PLACES O3 SCH. 80 PVC THREADED (BOTH ENDS) NIPPLE (12" LONG MINIMUM) 4O SCH. 80 PVC TEE (SLIP X SLIP X FIPT) O5 10" ROUND VALVE BOX W/'ICV' LABEL, AND LOCKING COVER. O6 STRUCTURE OR HARDSCAPE O7 FINISH GRADE O8 BRICK, PLACE TWO PER BOX, TYPICAL O9 3/4" DIAMETER DRAIN ROCK 10 #5 REBAR ANGLE IRON (36" LONG) 11 SCH. 80 PVC 90 DEGREES 127 ELL (FIPT X MIPT) 12 CONTRACTOR TO VERIFY QCV KEY HAS CLEARANCE TO ROTATE A. INSTALL QUICK COUPLING VALVES IN PLANTING BEDS WHEREVER POSSIBLE. B. INSTALL VALVE BOX SO THAT TOP OF VALVE BOX IS FLUSH WITH ADJACENT HARDSCAPING. C. PLACE 3/4" DIAMETER DRAIN ROCK PRIOR TO INSTALLATION OF VALVE BOX. D. REFER TO PLANS AND SPECIFICATIONS FOR MORE INFORMATION. E. SIZE OF ASSEMBLY TO BE EQUAL TO THE FIPT OF THE QUICK COUPLER 1. FINISHED GRADE 2. VALVE BOX WITH COVER 3. CONTROL VALVE 4. CONTROL & COMMON WIRES WITH PIG TAIL EXPANSION LOOP (18" MIN.) 5. LATERAL LINE, ANGLE TO 12" MIN. DEPTH AS REQUIRED 6. NOT USED 7. SCH 80 PVC UNION 8. (NOT USED) 9. PRESSURE REGULATING FILTER 10. 3/4" DRAIN ROCK, 4" MIN DEPTH BELOW VALVE AND BRICKS 11. BALL VALVE UPSTREAM OF VALVE 12. BRICK SUPPORT - ONE EACH CORNER 13. VALVE STATION # ID TAG 14. GALV WIRE MESH TO PREVENT RODENT INTRUSION 1. INSTALL VALVES A MIN. OF 12" FROM STRUCTURES OR HARDSCAPE. 2. INSTALL VALVES IN PLANTING BEDS WHEREVER POSSIBLE. 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPE. 4. INSTALL VALVE BOX SO THAT TOP OF VALVE BOX IS LEVEL WITH ADJACENT HARDSCAPE. 5. PLACE 3/4" DIA. DRAIN ROCK PRIOR TO INSTALLATION OF VALVE BOX. DRIP ZONE REMOTE CONTROL VALVE SCALE: NOT TO SCALE 12/10/2024 1 AK I LF ILF DATE IDSN ICHK 1APP ISSUED FOR BID REVISION DF 1. ELECTRIC CONTROL VALVE (SIZE & MODEL PER PLAN) D.G. 2. WIRE CONNECTORS, VALVE TAGS AND EXPANSION COILS, 10 WRAPS AROUND 9. LATERAL PIPE - TRANSITION TO SIZE SHOWN ON PLAN WITHIN 6" OF UNION 1/2" PIPE 10. BRICK SUPPORT - CONTINUOUS UNDER VALVE BOX 3. SCH 80 PVC MALE ADAPTER 11. 12" THICK 3/4" CRUSHED GRAVEL LAYER 4. SCH 80 PVC UNION 12. FILTER FABRIC 5. FINISH GRADE 13. GALV WIRE MESH TO PREVENT RODENT INTRUSION 6. BALL VALVE 14. PRESSURE REGULATING MODULE 7. SUPPLY FROM MAINLINE PIPE - SIZE AT LEAST AS LARGE AS LATERAL PIPE 15. MAINLINE CONNECTION - PVC SCH 80 TEE 8. HEAVY DUTY VALVE BOX BROOKS 1419 OR APPROVED EQUAL. BOLT DOWN 16. SCH 80 PVC NIPPLE, TYP LID. LID TO BE FLUSH W/FINISH GRADE. SIZE AS REQUIRED. COLOR TO MATCH 17. SPARE WIRES. INSTALL (4) SPARES TO EAST AND WEST LEG (8 TOTAL) PLUS 2 SPARES TO EACH VALVE AT ROUNDABOUT REMOTE CONTROL VALVE SCALE: NOT TO SCALE TRENCH IN PLANTER TRENCH UNDER PAVEMENT KEY NOTES: 1. PLANTER FINISH GRADE 2. PAVEMENT FINISH SURFACE 3. WIRE IN PVC SLEEVE (TYP.) 4. MAIN LINE IN PVC SLEEVE (TYP.) n i�Tr. 1 2 3 4 5 TRENCHING 5. LATERAL PIPE 6. BACKFILL COMPACTED TO 90% PER GEOTECHNICAL REPORT 7. WIRE 8. MAIN LINE TIE A LOOSE 20" LOOP IN WIRE AT CHANGES IN DIRECTION OF 30' OR GREATER. UNITE AFTER CONNECTIONS ARE MADE. ALL PIPE WIRE OR SLEEVES UNDER PAVEMENT TO BE INSTALLED PRIOR TO PAVEMENT AND AT A MIN. OF 24" DEEP. BUNDLE AND TAPE WIRE AT 10' INTERVALS. WIRE UNDER PAVEMENT TO BE IN CONDUIT. TRENCHING SHALL BE PERFORMED IN ACCORDANCE WITH THE APPROVED TREE PROTECTION PLAN. SCALE: NOT TO SCALE DESIGNED BY: A. KRINGEL of W A ,/y PS R Wq �0 M �� DRAWN BY: A. KRINGEL CHECKED BY: L. FRENCH `��`'� � s 2 � 616 �0�A1VDSCP, APPROVED BY: L. FRENCH r l Jacobs SUBMITTED BY: R. PARGAS DATE: 12/10/2024 TEE CROSS NOTE ELL 450 WYE 1. SUPPLY LINES 3" IN DIAMETER AND LARGER SHALL RECEIVE CONCRETE THRUST BLOCKS 2. A MINIMUM OF 6" OF CONCRETE SHALL BE POURED ON VIRGIN OR COMPACTED SOIL BENEATH EACH INSTALLATION. THRUST BLOCKS SCALE: NOT TO SCALE Q w 4SU)_ C0 rj?IDE LU BRT General Engineering Consultant J LL SoUNDTRANSIT REVIEWED BY: J. ALTCHECH DATE: 12/10/2024 SCALE: NTS FILENAME: S1-BT120-LRD101-103 CONTRACT No.: RTA/CN 0205-24 DATE: 12/10/2024 CURRENT PLANNING jding 11 /05/2025 DEVELOPMENT ENGINEERING msippo 11 /25/2025 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 LANDSCAPE IRRIGATION DETAILS S RENTON TRANSIT CENTER R-4332227 DRAWING No.: BT120-LRD102 FACILITY ID: BT120 SHEET No.: REV: 322 0 C'7 CIO N C0 1 N Q J Xrefs: M xS1-BTP120-CP xS1-BTP120-LR xS1-BTP120-CM O xBRT-CUD05-T xS1-BTP120-VS xS1-BT120-LRN xS1-BT120-VRX xS1-BT120-LPP w xS1-BT120-LHP H xS 1-BT 120-APP GB-SEAL-TRW2 U 0 CIO 0 _o 0 ry J 0 N H m U) 0 N coo M IZT 0 ry w J >Q CD H w O� ) w 06 Y m J Q m - O U Q N Z o Y �o co O d N KEY NOTES: KEY NOTES: 1. MANUAL FLUSH VALVE, CONNECT TO 5. DRIPLINE 1. FINISH GRADE 5. PVC SCH 80 NIPPLE ( LENGTH AS EXHAUST HEADER. ONE PER CIRCUIT 6. SUPPLY HEADER - SIZE PER MANUF. REQUIRED) 2. ROTARY SPRINKLER: PER 2. EDGE OF PAVING OR HEADERBOARD PLAN 6. PVC SCH 40 ELL 7. DRIP VALVE CONTROL ZONE KIT 3. AIR/VACUUM RELIEF VALVE: INSTALL AT g INSTALL 4" TO 6" FROM EDGE OF PAVING, 3. PVC SCH 80 NIPPLE (LENGTH 7. PVC SCH 40 TEE OR ELL HIGH POINT -ONE PER CIRCUIT AS REQUIRED) HEADERBOARD OR PLANTER AREA, TYP. 8. PVC LATERAL PIPE 4. EXHAUST HEADER - SIZE PER MANUF. g DRIP IRRIGATION INDICATOR - PLACE IN 4. PVC SCH 40 STREET ELL VISIBLE LOCATION NEAR SIDEWALK 9. PVC SCH 40 ELL DRIPLINE LAYOUT SCALE: NOT TO SCALE KEY NOTES: 1. SENSOR GUARD 2. MINI-CLIK 3. CONTROLLER PEDESTAL NOTE: 1. MOUNT MINI-CLIK WITH SENSOR GUARD ON ANY SURFACE WHERE IT WILL BE EXPOSED TO UNOBSTRUCTED RAINFALL, BUT NOT IN THE PATH OF SPRINKLER SPRAY. RAIN/FREEZE SENSOR POP-UP ROTARY HEAD SCALE: NOT TO SCALE 7 Q7G" RAIAI KEY NOTES: 1. FINISH GRADE 2. ROTARY SPRINKLER: PER PLAN 3. CONCRETE SPRINKLER DONUT POP-UP HEAD WITH SPRINKLER DONUT 1.1 SIDE VIEW KEY NOTES: 1. CONTROLLER ENCLOSURE 2. PEDESTAL 3. POURED CONCRETE BASE- 6" MIN. THICKNESS- EXTEND 6" BEYOND OUTSIDE DIMENSIONS OF ENCLOSURE WITH 1/2% SLOPE FOR DRAINAGE 4. PVC LONG SWEEP ELL- USE ONE SWEEP ELL PER CONTROLLER 5. DIRECT BURIAL CONTROL WIRES TO CONTROL VALVES 6. FINISH GRADE FRONT VIEW 2 5 �t i 7. CONTROLLER SUB -ASSEMBLY (CSA) INCLUDES GFI OUTLET, LOCKING SWITCH (AFTER OUTLET) & TERMINAL STRIPS WITH PLACARD 8. AUTOMATIC CONTROLLER 9. 120- VOLT SERVICE IN CONDUIT 10. 3/4" X 96" COPPER GROUND ROD CONNECT AS PER MANUFACTURER 11. SILICONE SEALANT BEAD AROUND INTERIOR OF BASE. 12. MOUNT ANTENNA FOR CENTRAL CONTROL PEDESTAL MOUNTED CONTROLLER SCALE: NOT TO SCALE SLEEVING BELOW WALL ;TURAL PLANS IRRIGATION PIPE CURRENT PLANNING jc 'jding 11/05/2025 SCALE: NOT TO SCALE - SCALE: NOT TO SCALE - SCALE: NOT TO SCALE - DEVELOPMENT ENGINEERING0777% msippo 11/25/2025 R-4332228 DESIGNED BY: SCALE: DRAWING No.: A. KRINGEL oPs R wgH,ti Q w NTs STRIDE BUS RAPID TRANSIT DRAWN BY: o 7 v FILENAME: SOUTH RENTON TRANSIT CENTER BT120-LRD103 A. KRINGEL j� ;acobs4SrJ?IDE w J S1-BT120-LRD101-103 BT105 FACILITY ID: CHECKED BY: N BRT General Engineering Consultant _j U_ CONTRACT No.: BT120 SOUNDTRANSIT LANDSCAPE L. FRENCH ��s'��2 ��`����� RTA/CN 0205-24 IRRIGATION DETAILS SHEET No.: REV: L 12/10/2024 AK LF LF ISSUED FOR BID APPROVED BY: °�g 16 EXAPEPG SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: S RENTON TRANSIT CENTER 323 0 DATE DSN CHK APP REVISION L. FRENCH R. PARGAS 112/10/2024 J. ALTCHECH 112/10/2024 12/10/2024 co N T N N CU co m N O O 1 N Q J N Xrefs: co xBRT-CUD05-T GB-SEAL-TRW2 0 w (D 0 0 J O N m W 'o N M IZI- w J Lu w 06 Q CO U) 00 - O U Q Q m O "? z o Y >O N m O a o U TREE INVENTORY TABLE TREE INVENTORY TABLE TREE TAG COMMON NAME DBH (IN.) SINGLE STEM EQ. DBH (IN.) DRIPLINE RAD. (FT) TREE PROTECTION ZONE RAD. (FT) TREE CONDITION RATING (0-100) SIGNIFICANCE DETERM. LOCATION TREE PROTECTION NOTES TREE TAG COMMON NAME DBH (IN.) SINGLE STEM EQ. DBH (IN.) DRIPLINE RAD. (FT) TREE PROTECTION ZONE RAD. (FT) CONDITION RATING (0-100) SIGNIFICANCE DETERM. LOCATION TREE PROTECTION NOTES 1001 LITTLELEAF LINDEN 7.4 7.4 7 10 70 SIGNIFICANT PROTECT ROW FENCING, SIGNAGE 1031 KATSURA 6.2 6.2 10 10 70 SIGNIFICANT PROTECT ROW FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION 1002 LITTLELEAF LINDEN 5.0 5.0 7 7 0 NON -SIGNIFICANT REMOVE ROW 1003 AMUR MAPLE 2.5 2.5 6 6 60 NON -SIGNIFICANT PROTECT ROW FENCING, SIGNAGE I 1032 KATSURA 3.5 3.5 6 6 60 NON -SIGNIFICANT PROTECT ROW FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION 1004 AMUR MAPLE 4.0 4.0 9 9 70 NON -SIGNIFICANT PROTECT ROW FENCING, SIGNAGE, MULCHING, TRUNK PROTECTION 1005 LITTLELEAF LINDEN 8.7 8.7 7 11 80 SIGNIFICANT PROTECT ROW FENCING, SIGNAGE, MULCHING, PRUNING, TRUNK PROTECTION 1033 SUMMER SPRITE LINDEN 2.1 2.1 2 6 40 NON -SIGNIFICANT REMOVE ROW 1006 LITTLELEAF LINDEN 7.6 7.6 8 10 80 SIGNIFICANT PROTECT ROW FENCING, SIGNAGE, MULCHING, PRUNING, TRUNK PROTECTION 1033.1 LITTLELEAF LINDEN 8.7 8.7 7 11 70 SIGNIFICANT PROTECT ROW FENCING, SIGNAGE 1034 LITTLELEAF LINDEN 9.9 9.9 9 13 60 SIGNIFICANT PROTECT ROW FENCING, SIGNAGE 1007 LITTLELEAF LINDEN 7.4 7.4 8 10 70 SIGNIFICANT PROTECT ROW FENCING, SIGNAGE, MULCHING, PRUNING, TRUNK PROTECTION 1035 AMUR MAPLE 7.5 7.5 17 17 60 SIGNIFICANT PROTECT ROW FENCING, SIGNAGE 1036 LITTLELEAF LINDEN 8.0 8.0 8 10 80 SIGNIFICANT PROTECT ROW FENCING, SIGNAGE 1037 ARMSTRONG MAPLE 4.714.31 3.9 7.5 4 10 30 SIGNIFICANT PROTECT PP FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION 1008 LITTLELEAF LINDEN 8.9 8.9 7 12 70 SIGNIFICANT PROTECT ROW FENCING, SIGNAGE, MULCHING, PRUNING, TRUNK PROTECTION 1009 LITTLELEAF LINDEN 8.5 8.5 7 11 70 SIGNIFICANT REMOVE ROW 1038 FREEMAN MAPLE 7.1,8.2, 5.8,4.9, 6.4,6.8 16.2 21 21 40 SIGNIFICANT PROTECT PP FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION 1010 LITTLELEAF LINDEN 6.9 6.9 5 9 80 SIGNIFICANT REMOVE ROW 1011 LITTLELEAF LINDEN 8.4 8.4 7 11 80 SIGNIFICANT PROTECT ROW FENCING, SIGNAGE 1039 NORWAY MAPLE 7.8 7.8 9 10 50 SIGNIFICANT REMOVE ROW 1012 NO LONGER EXISTS 0.0 0.0 0 0 0 NON -SIGNIFICANT NA ROW 1040 NORWAY MAPLE 6.1 6.1 8 8 50 SIGNIFICANT REMOVE ROW 1013 LITTLELEAF LINDEN 9.5 9.5 8 12 80 SIGNIFICANT PROTECT ROW FENCING, SIGNAGE 1041 NORWAY MAPLE 6.9 6.9 7 9 40 SIGNIFICANT REMOVE ROW 1014 LITTLELEAF LINDEN 9.3 9.3 9 12 80 SIGNIFICANT PROTECT ROW FENCING, SIGNAGE 1042 NORWAY MAPLE 8.4 8.4 9 11 50 SIGNIFICANT REMOVE ROW 1015 FRONTIER ELM 9.0 9.0 14 14 80 SIGNIFICANT REMOVE ROW 1043.1 NORWAY MAPLE 5.7,6.1 8.3 10 11 50 SIGNIFICANT REMOVE ROW 1016 KATSURA 4.414.0 5.9 8 8 60 NON -SIGNIFICANT REMOVE ROW 1043.2 NORWAY MAPLE 5.0 5.0 6 7 60 NON -SIGNIFICANT REMOVE ROW 1017 KATSURA 4.6 4.6 8 8 70 NON -SIGNIFICANT REMOVE ROW 1043 FREEMAN MAPLE 8.3,11.5 14.2 9 18 40 SIGNIFICANT REMOVE ROW 1018 KATSURA 5.2 5.2 8 8 80 NON -SIGNIFICANT REMOVE ROW 1044 NORWAY MAPLE 6.6 6.6 9 9 50 SIGNIFICANT REMOVE ROW 1019 KATSURA 7.2 7.2 8 9 90 SIGNIFICANT REMOVE ROW 1045 NORWAY MAPLE 5.9 5.9 8 8 50 NON -SIGNIFICANT REMOVE ROW 1020 KATSURA 5.3 5.3 7 7 60 NON -SIGNIFICANT REMOVE ROW 1046 SHORE PINE 5.1,4.7, 4.6,5.9 10.2 12 13 50 SIGNIFICANT REMOVE PP 1021 KATSURA 5.0,5.4 7.4 9 10 60 SIGNIFICANT REMOVE ROW 1047 BLACK LOCUST 18.0114. 0 22.8 24 29 60 SIGNIFICANT REMOVE PP 1022 KATSURA 5.5 5.5 8 8 70 NON -SIGNIFICANT REMOVE ROW 1048 RED MAPLE 4.9 4.9 9 9 90 NON -SIGNIFICANT PROTECT PP FENCING, SIGNAGE 1023 KATSURA 5.7112.3, 3.9 7.3 7 10 50 SIGNIFICANT REMOVE ROW 1049 THORNLESS HONEYLOCUST 7.9 7.9 12 12 90 SIGNIFICANT PROTECT PP FENCING, SIGNAGE 1024 KATSURA 5.9 5.9 8 8 50 NON -SIGNIFICANT REMOVE ROW 1050 PERSIAN PARROTIA 2.7 2.7 6 6 80 NON -SIGNIFICANT PROTECT PP FENCING, SIGNAGE 1025 LITTLELEAF LINDEN 8.1 8.1 8 11 70 SIGNIFICANT PROTECT ROW FENCING, SIGNAGE, MULCHING 1051 PERSIAN PARROTIA 3.0 3.0 6 6 60 NON -SIGNIFICANT PROTECT PP FENCING, SIGNAGE 1025.1 AUSTRIAN PINE 12.3 12.3 10 16 80 SIGNIFICANT NO IMPACT PP 1052 PERSIAN PARROTIA 3.3 3.3 7 7 70 NON -SIGNIFICANT PROTECT PP FENCING, SIGNAGE 1026 LITTLELEAF LINDEN 7.0 7.0 7 9 30 SIGNIFICANT PROTECT ROW FENCING, SIGNAGE 1053 PERSIAN PARROTIA 2.8 2.8 7 7 70 NON -SIGNIFICANT PROTECT PP FENCING, SIGNAGE 1027 LITTLELEAF LINDEN 6.8 6.8 6 9 70 SIGNIFICANT PROTECT ROW FENCING, SIGNAGE, MULCHING 1054 RED MAPLE 6.0 6.0 10 10 80 SIGNIFICANT PROTECT PP FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION 1027.1 BEACON OAK 2.0 2.0 2 6 50 NON -SIGNIFICANT PROTECT ROW FENCING, SIGNAGE, MULCHING 1028 RED OAK 2.5 2.5 5 6 60 NON -SIGNIFICANT PROTECT ROW FENCING, SIGNAGE, MULCHING 1055 RED MAPLE 4.0 4.0 6 6 80 NON -SIGNIFICANT PROTECT PP FENCING, SIGNAGE 1028.1 BEACON OAK 2.2 2.2 3 6 70 NON -SIGNIFICANT PROTECT PP FENCING, SIGNAGE 1056 ARBORVITAE SP. 4.2,4.5, 2.1 8.5 6 11 50 SIGNIFICANT REMOVE PP 1028.2 BEACON OAK 1.8 1.8 2 6 60 NON -SIGNIFICANT PROTECT PP FENCING, SIGNAGE 1028.3 BEACON OAK 1.6 1.6 1 6 10 NON -SIGNIFICANT NO IMPACT PP 1057 ARBORVITAE SP. 3.8,2.4, 2•5,2•9 5.9 6 8 50 NON -SIGNIFICANT REMOVE PP R-4332229 1029 RED OAK 3.1 3.1 6 6 50 NON -SIGNIFICANT NO IMPACT ROW 1058 ARBORVITAE SP. 3.813.81 3.412.31 4.1 7.9 6 10 50 SIGNIFICANT REMOVE CUFIRENT PP PLANNING jding 11/05/2025 1029.1 BEACON OAK 2.0 2.0 4 6 60 NON -SIGNIFICANT NO IMPACT PP 1059 1060 CHINESE PHOTINIA CHINESE PHOTINIA 3.3 3.9 3.3 3.9 5 5 6 6 60 70 NON -SIGNIFICANT NON -SIGNIFICANT REMOVE REMOVE PP PP 1029.2 AUSTRIAN PINE 10.6 10.6 10 14 80 SIGNIFICANT NO IMPACT PP ,, sippo 11 /25/2025 ' 1030 KATSURA 2.1 2.1 3 6 10 NON -SIGNIFICANT REMOVE ROW *PP: PRIVATE PROPERTY DESIGNED BY: T. WALKER �oPSRWghiN �0 �4- G' N `��'� �.`�ry�` <q 16EXP �Pe°� NDS C AP 7 Oacobs 4S rRIDE BRT General Engineering Consultant I Q J U w co w J z LL SOUNDTRANSIT SCALE: NTs STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTERc) BT105 LANDSCAPE TREE INVENTORY TABLE DRAWING No.: BT120-LTS101 DRAWN BY: T. WALKER FILENAME: S1-BT120-LTS101 FACILITY ID: BT120 CHECKED BY: T. GOEPPINGER CONTRACT No.: RTA/CN 0205-24 [No 06/13/2025 TW LF LF ADDENDUM #1 SHEET No.: REV: 324 1 12/10/2024 TW LF LF ISSUED FOR BID APPROVED BY: L. FRENCH SUBMITTED BY: R. PARGAS DATE: 12/10/2024 REVIEWED BY: J. ALTCHECH DATE: 12/10/2024 DATE: 12/10/2024 DATE DSN CHK APP REVISION co T 0 N U d') O O O O T N co O O O N Q J N co Xrefs: co xBRT-CUD05-T GB-SEAL-TRW2 0 w O 0 H J O N H m O N CO co O 0 w Y J i w w xs J mI Q U) pp ---- - ° ---- M Z ---- NCN 1 � �: 0 CDa- (-0U No. 1 TREE PRO., ECTIU4"`NZONE (TP"Z'FE,.NC1,E __ D I I, I FON `'ME SIfRE� `DURIhi CON 10N: ; ' ' } - link fencing is required around) the drip line of #00s required to be retained, or around�i required tree prot4t i6n tracts/easements. -The fence shall be a minimum of 6-feet high. L a Steel posts shall be driven at adepth toensuirelthe fence remains in an upright position fore the duration of the development. A'. Tree protection si na e shall be Laced at intervals -of n e p e n g -g p-o -T more than 20-feet along the entire fence. See 'link below for signage specifications., +� r, �Storage, fill, excau�vn, ea: th com��ctom°, �� du nping -J - �� I i 1f Liquids, oru,t�iprahlblted t+k fenced .�'a. � . - kill,ties �o�' -Irw+�l❑us surface InstaLiataon Is,iprohlbited f� I ���. : wIt� the tree) firlit., MW`E - Ir I.11 a *. Grade than 6t^lore prohibifted wit ` Ir>tthe tree&P ii'ine. S. Removal of the existing vegetatiol�rl���� the d l:�lhne of r protected trees is prohibited. PROnCTION 9.; All., )areas withiothe required' fencing sheik be covered s'NAGE evenly with a minimum of 3-inches oflbark mulch, except in areas where mulch' will adverselyaffect protect ed } p �e ground cover plants.See specifications for additional requirements. - for ipro'tecte;d trees subject t4 .al land use decisioh, the :80,plicant shall ;,retain art' ISA certified ar'borist or ASCA certified consultant to supervise fence installation, DRIVEN STEEL MAINTAIN' UNDISTURBED IEXISTING VEGETATION mo itor tree�heaith,.an.dl, pruneI treet PASTS� WITH 3-INCHES GRADE MULCH' Planning Division C i 1055 south Grady Wad; l Renton, WA 98051 P� in 425=430-72t i ww►ti.rentonwaAQV►,, PAGE Im TREE PROTECTION DETAIL - FENCE NTS ---- ---- ---- ---- ---- 06/13/2025 TW LF LF ADDENDUM #1 12/10/2024 TW LF LF ISSUED FORBID DATE DSN CHK APP REVISION DESIGNED BY: T. WALKER DRAWN BY: T. WALKER CHECKED BY: T. GOEPPINGER APPROVED BY: L. FRENCH Jacobs SUBMITTED BY: R. PARGAS TREE PR,0TECT10N,S1GN,AGE INSTRUCTIONS sta11 tree protection signage at Intervais of no more 'than 20-feetalong the entire fence. 12. `The -size of each sign must be A O inimun of 18" x 24 `13. iFill in the approved permit number on the front side. 14. ;Plastic laminate the sign for weather'resistance. 15L Affix the filled -in and laminated sigot to the tree 'protection fencing 11using ziip'`or fwist ties, wire, or twine. 16. Place sign on fencing so it is visible to construction personnel and, to the greatest' extent, possibip, from the s. e_ i et. Vi. 17.. Kie .tfie psi n in readable condition for fhe .entire g REQUIRED of the project. SIGNAL€� 1. for protected trees subject to a landi use decision the applicant shall retain an ISA certified :,a_rbcwist or A'SCA Certified consultant to supervise fence insta'tlation, Cnonitor tree health, and prune trees. jDRIVEN STEM : POSTS'' No MAIr11TA,1N EXI, Q 6-FOOT CHAIN LINK FENCE UNDISTURBED VEGETATION �.A I $ INCHES H Planning Div sion tT S FA_ ;"'055 Sore++ r d C. J -:t'O" In Rent WWA, 4 in, = 45-43Gi 1l'iwww.rentonwa.ea►'I RAGE Z" TREE PROTECTION DETAIL - SIGNAGE NTS SCALE: Q J NTS Q FILENAME: 4S (n co w J S1-BT120-LTD101 BRT General Engineering Consultant z SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: REVIEWED BY: DATE: DATE: 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CURRENT PLANNING jding 11 /05/2025 DEVELOPMENT ENGINEERING msippo 11 /25/2025 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 LANDSCAPE TREE PROTECTION DETAILS S RENTON TRANSIT CENTER R-4332230 DRAWING No.: BT120-LTD101 FACILITY ID: BT120 SHEET No.: REV: 325 1 C'7 N T N O N CU LO O O O T N co co 00 O 4 Q J N co Xrefs: coxS1-BT120-VRX xS1-BTP120-CD xS1-BTP120-CP O xS1-BTP120-GZ xS1-BTP120-CA xS1-BT120-CGP xS1-BT120-CMP xS1-BT120-APP 1 1 xS1-BT120-Epp, ui xBRT-CUD05-T xS 1-BT120-GZK xS1-BT120-USP001 xS1-BT120-ECV001 0 0 N n U) w 6 N co U) CD co 0 U) w U) Q i w w ct) co Q co Q co 2 m O —0 Q Q rn O z Y N O N 00 N a o U MATCHLINE: NOT USED THIS SERIES I I I I / 04-27 ;I DUCTBANK CL N: 175162.84 / E:1298545.47 DUCTBANK CL N: 175144.82 E: 1298545.09 / I E PROFILE ELEC - 2 ON / /DUCTBANK CL S BT120-ESV201 FOR O N: 175163.13 � QFIBANK CL DUCT B PROFILE / E: 1298560.18 / N: 175163.13 E:1298657.27 1.7 i- ----- k/ DUCTBA CL + SEE PROFILE ELEC - 3 ON — N: 1751 .36 A it ,",,, SHEET BT120-ESV201 FOR E: 129 48.45 I I - DUCTBANK PROFILE DUCTBANK CL �I I ", -" 3 BT120-EPD120 � I I A N: 175154.35 I` D NK CL ' ' E: 1298657.49 Q N:17 44.64 ;I _ A BT120-EPD120 N\ 1 8448.22 ,.I I BT120-EPD120 00 OSEE PROFILE ELEC - 1 ON 2 SHEET BT120-ESV201 FOR - A DUCTBANK PROFILE - BT120-EPD120 J -DUCTBANK CL I I � DUCTBANK CL (D - .N:175094.56 I N:175099.14 E: 1298503.93 ! `. E: 1298508.29 BT120-H H LV-08 ' ,,- 6'-6"W x 4'-2"L x 7'-0'Hz I — - N : 175082.37 E: 1298506.00 Mq �cy��HF NET �SFo Ty�s S FR�FS —0.. ",_� CTBANK CL 175101.96 E: 1298564.58 BT1 -H -'f0_ 6'-6" c 4'-2"L x 7'-0"H 1 N: 1750k.27 E: 1298562.44 III • .��� ` • _1 _� �► It KEY NOTES: (D SE AIL 4, SHEET BT120-EPD101 FOR VAULT DETAIL. SEE PROFILE ELEC - 4 ON SHEET BT120-ESV201 FOR DUCTBANK PROFILE I I I I 104-23 I I �(b I I WS-70 I I I 02 ����r, - - 104-21 I I I N 5 4-t3 04-3 G 102 103 107 U 20 10 0 \ 20 40 KEY MAP SCALE IN FEET\ DEVELOPMENT ENGINEERING IS msippo 11/25/2025 R-4332231 DESIGNED BY: SCALE: DRAWING No.: D. TAFTFARREN Q J 1"=20' STRIDE BUS RAPID TRANSIT DRAWN BY: 7 U FILENAME: SOUTH RENTON TRANSIT CENTER BT120-ESP204 E. HAJAS vaCoS4bV (n co w S1-BT120-ESP204 BT105 FACILITY ID: CHECKED BY: BRT Generol Engineering Consultant z " SOUNDTRANSIT CONTRACT No.: ELECTRICAL BT120 1 06/20/2025 EH DA DT ADDENDUM #1 D. ANDERSON RTA/CN 0205-24 SHEET No.: REV: 0 12/10/2024 DT DA DT ISSUED FOR BID APPROVED BY: SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: SITE PLAN -YARD TO GANTRY S RENTON TRANSIT CENTER 326 1 No. DATE DSN CHK APP REVISION D. TAFTFARREN R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIO O O N Q J N co Xrefs: co xBRT-CUD05-T GB-SEAL-JY354 xS1-BT120-ECV (D 0 w 40 I T 40 40 I 40 00 C) I FINISHE GRADE o M FINISHED GRADE @ DUCT J @ DUCT M 35 = 35 35 = 35 CDC� C\lE ISTING GROUND rn oN N EXISTING GROUND @ DUCT m @ DUCT 30 30 30 30 25 I 25 25 25 20 20 20 20 29" W x 26" H TBANK 29" W x 26" H D BANK EX. 30" CONC I 27" SD 15 15 15 15 (0 co Cr co CO LO N t` C7) N b) 11, 0') 00 LO co C9 Ln O LO LO ti 0') r m c0 rn C\ N N N co rn u*) m c5 00 N N N N N N (6 r` N N - m co m N N N co m Ci CD N N N V CO 1O 10 _ _ - 10 ELEC - 1 PROFILE SCALE: 1 "=20'; 1 "=5'V DELETED ELEC - 2 PROFI E SCALE: 1 "=20'; 1 "=5'V 40 40 40 40 INISHED GRADE I DUCT J I FINISHED RADE 35 = � 35 35 = N @DUCT 35 6 I EXISTING GROUND = L? �`" @DUCT oNN m I ISTING GROUND m � UCT 30 30 30 30 25 — 25 25 25 20 20 29" W x 26" H DUCTBANK 0 29" W x 26" H DUCTBA I 27" SD 27" SD 15 15 15 — 15 It 00 M N� t` CO O 0) O pE M co M O co O N Cfl M co M NNNN N N N NNM LC M 9 O ti O ti O M O O O O O (D CA 10 10 _ C\ N — N N N N N N N N N N N N N 10 ELEC - 3 PROFILE ELEC - 4 PROFILE SCALE: 1 "=20'; 1 "=5'V SCALE: 1 "=20'; 1 "=5'V 20 10 0 20 40 5 2.5 0 5 10 SCALE IN FEET (HOR.) SCALE IN FEET RT.) DEVELOPMENT ENGINEERING � � msippo 11 /25/2025 R-4332232 DESIGNED BY: SCALE: DRAWING No.: D. TAFTFARREN Q Jmry 1"=20' STRIDE BUS RAPID TRANSIT DRAWN BY: 7 - U FILENAME: SOUTH RENTON TRANSIT CENTER BT120-ESV201 U) E. HAJAS vaCoS4,VrJ?IDE C/) w S1-BT120-ESV201 BT105 FACILITY ID: CHECKED BY: BRT Generol Engineering Consultant z L` SOUNDTRANSIT CONTRACT No.: ELECTRICAL BT120 1 06/20/2025 EH DA DT ADDENDUM #1 D. ANDERSON RTA/CN 0205-24 SHEET No.: REV: 0 12/10/2024 DT DA DT ISSUED FOR BID APPROVED BY: SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: DUCT BANK PROFILES S. RENTON TRANSIT CENTER 327 1 No. DATE DSN CHK APP REVISION D. TAFTFARREN R. PARGAS 112/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 co N T N O N CU m co N O O N Q J Xrefs: xBRT-CUD05- N co co 1- W O N W O N m O N C0 M O W Q Q I CD W W Cl) m Q U) Q m = O U Q Q Z rn Y L O N c CN o 0 � GENERAL NOTES COMMUNICATIONS SYMBOLS COMMUNICATIONS CONDUIT LABEL co co N T 1. COORDINATE CONDUIT ROUTING WITH ELECTRICAL. SEE DWGS BT120-ESP101 THROUGH BT120-EPP242. N � DESCRIPTION SYMBOLS 00 0 2. CONDUITS BENDS SHALL COMPLY WITH NEC OR MANUFACTURER REQUIREMENTS, WHICHEVER IS FIXED DOME CAMERA (CAM) -ARROWS INDICATES ORIENTATION O N W STRICTER. V � PULL BOX © PB BTXXXD-SC-YY 3. CONTRACTOR TO VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO THE START OF THE INDICATES PROJECT ID WORK SHOWN IN THE SYSTEMS DRAWINGS. INDICATES STATION NO. COMMUNICATIONS TYPE 2 JUNCTION BOX INDICATES WESTBOUND OR EASTBOUND DIRECTION 4. COORDINATE CONDUIT ROUTING WITH STRUCTURAL FOUNDATIONS. SEE DWGS BT120-SFP001 THROUGH INDICATES SYSTEM CONDUIT BT120-SFP241. COMMUNICATION TYPE 5 JUNCTION BOX m INDICATES CONDUIT NO. 5. ALL CONDUIT INSTALLATIONS SHALL HAVE SPARE PULL STRINGS. SECURE PULL STRINGS TO JUNCTION BOX LID, OR STRUCTURE. COMMUNICATION TYPE 8 JUNCTION BOX LO O 6. COMMUNICATIONS CONDUIT ROUTING SHOWN SCHEMATICALLY. O FIBER OPTIC VAULT FO 00 7. THE COMMUNICATIONS CONDUIT INFRASTRUCTURE IS COMPRISED OF TWO DISTINCT AND PHYSICALLY SEPARATED SYSTEMS: ONE DESIGNATED FOR KING COUNTY METRO (KCM) AND THE OTHER FOR SOUND T TRANSIT (ST). PROVIDE LABEL WITH THE RESPECTIVE OWNER'S IDENTIFICATION (KCM OR ST) IN COMM. CABINET ADDITION TO THE DISCIPLINE MARKER (COMM) TO ALL JUNCTION BOX LIDS. CUSTOMER EMERGENCY STATION y UNDERGROUND CONDUIT --- -------- co co N O O O 4 Q DRAWING ABBREVIATIONS EQUIPMENT LABEL J CAM CAMERA DESCRIPTION SYMBOLS CAT6 CATEGORY 6 CC CANOPY COLUMN BTXXXD-DEVYYY CES CUSTOMER EMERGENCY STATION INDICATES PROJECT ID COR CITY OF RENTON INDICATES STATION NO. INDICATES WESTBOUND OR EASTBOUND DIRECTION DC DISTRIBUTION CABINET INDICATES EQUIPMENT TYPE INDICATES EQUIPMENT NO. ETH ETHERNET SWITCH HH HAND HOLE KCM KING COUNTY METRO LCP LOCAL CONTROL PANEL, LIGHTING CONTROL PANEL MHSC SIGNALS/COMMUNICATION MANHOLE NVR NETWORK VIDEO RECORDER OCEF OPTICAL CABLE ENTRANCE FACILITY POE EXT POWER OVER ETHERNET EXTENDER SCR SMART CARD READER (D SC SYSTEM CONDUIT SCU SYSTEM CONTROL UNIT 0 z TVM TICKET VENDING MACHINE U o VMS VARIABLE MESSAGE SIGN N m WAP WIRELESS ACCESS POINT co 'o WV WAYSIDE VALIDATOR N cD co IZI- W Z H w R-4332234 DEVELOPMENT ENGINEERING Z m msippo 11 /25/2025 � O DESIGNED BY: LIP SCALE: STRIDE BUS RAPID TRANSIT DRAWING No.: — U M. Cox 4�Z W � Q J NTs BT120-JCN201 DRAWN BY: ��,oF-AS�fl'��� U FILENAME: SOUTH RENTON TRANSIT CENTER z W. TURNER AARCADIS w S1-BT120-JCN201 BT105 FACILITY ID: N J r=" CHECKED BY: BRT General Engineering COnSUltAnt z SovN�T�Nsir CONTRACT No.: SYSTEMS BT120 32021 ,11 �7 SHEET No.: REV: N o S. WHITE ��0����GISTEg�� RTA/CN 0205-24 COMMUNICATION -LEGEND LO � LNo 12/10/2024 MC SW PPL ISSUED FOR BID APPROVED BY: �sr�NAL � SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: 329 Q b DATE DSN CHK APP I REVISION P. LAVALLEE 12/02/2024 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 N I 0 w 0 0 0 d 0 N m U) 0 N M 0 w Z H c0 W It I � 06 W m NZ I LL vJ m 0 — U � Q ti 0 N Z Y 0 N LO a 0 — ss — � � � I c co 0 r in Ss-1+9 1 cI I 11 1 1 1 �° 0 1 1 1 1 o I 1 I I I co hh \ 1 o I I I I ,' / "' o° o o l I 1 I I �' I I I N 1 1 I can I I �1 ,' m 1 m I I I I ss 1 1 I II �,cn co I 0I --4— ss ss ---J I /' I �� I o I I Ilo _ __,__ 1 I l o o m O I II -- —SS—FO FO V --- ' .�/ F -- 0 m m m I I uH FO ---- F --- _ L _j L_ L SD SD — — — SD — — — _ SS —� — — �- — _ �W� _-- — — - -- _ SD ------ 5�== — —_ --- s -- - - - _ _ sD — SW 7TH ST 50+p — i� SDI — — — — — SD SB — — — — 9®_ — — �� —�� — SDS_D_-- = D — — — — S — —_ _ _ --- VV _- --- — - -- - — — -- -- — rFr—.-------�ni— — Fes- I SS --- —_ ---- F S -- --FO --- SS S SS w� — — — — w—� — — — w— SW 7TH �T 2 45 W 7TH ST 246SW 7TH ST 247SW 7TH ST 24 7TH T 249+pn- �Ci SW 7TH ST STA 24 99.98 _` - 252SW 7TH T 253SW 7 H SST 254+007TH ST 255+00 —w fi w — — — — —w — — — — Fo — Ffl- ----- — — o =__ / / �` - RAINIER STA2 +42.13 I ST o. — — :.� �, _ �/ // .. „ o f •�\ . ` I , I /s r I I I i1 I I I I m I I I ' I I U 1 cc Q II I Q G Ic cn • � I 103 I' I CROSS REFERENCING OF DRAWINGS BASE SHEET TITLE S S S S S S 107 1"=20' DRAWING SETS NOT USED NOT USED NOT USED S1-BT120-JCP104 I S1-BT120-JCP105 I S1-BT120-JCP106 NOT USED CROSS REFERENCING OF DRAWINGS BASE SHEET TITLE 201 202 203 S 205 1"=20' DRAWING SETS S1-BT120-JCP201 S1-BT120-JCP202 S1-BT120-JCP203 S1-BT120-JCP204 S1-BT120-JCP205 cn co �� - ����� ���� ®� � III �'�. �� • • • �'�� �. • �� rimer.. •r - r r.f,r;Ell ) �...- �� ir r 1 'J., , / '7,'' �. ■ g�_ LAKEAVES SS -. �. LlINCI. I �� \ ` � ��4- ice. I •�I I IIII IY • �r ' SOUTH DRIVEWAY =INN q-1 it Ss- �I,;I ' a • 1 �II�R RIME el�uu•.�_- ►tea .. - - �0001 ONall AM all SIR PC S Owl 071 PROVE fir'• � ��� �. ��'i��C'f �1`+1'���i/ �' 1�%�". • IL • • • • •A z A 1 ►�`j�� 1 - • • _ I� it 1 1 it •1 a Ir 'i1� ~ 1 • Lit V OA • • • I ♦.FNt ODESIGNED r♦ - : STRIDESCALERAPID TRANSITDRAWING • Cox 1 91=80' DRAWN BY: FILENAME: SOUTH RENTON TRANSIT CENTER 1 11 BT1 05 FACILITY ID: CHECKED - • , .- •t Engineering ConsultontSouNDTRANsa • • SYSTEMS 1 S. WHITE, ' 1 1 4 SITE COMMUNICATIONS SHEET No.: REV: ISSUED FOR BID APPROVED BY: SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: 330 0 1111 rime M1 AREA PLAN M O O O N Q N CM 0 w CD 0 LID 0 N 0 N 0 N m 0 N M 0 0 w z co w rn cow � 06 w COz i �m �o - U �a 00 N Z Y —0 n [No U MATCH LI N E: BT120-SC-88 SEE DWG BT120-JCP205 BT120-SC-89 b) O 70 Ss U) �S S PSE-E--_--E-----E-< ---E Go _GO CONSTRUCTION NOTES: O1 STUB -UP CONDUIT IN LIGHT POLE FOUNDATION. INSTALL CAMERA, BRACKET, AND ALL ASSOCIATED CABLING ON PEDESTRIAN LUMINAIRE. SEE DWG BT120-JCD202 FOR DETAILS. CONFIGURE ALL CAMERA INSTALLATIONS AS SPECIFIED IN THE CAMERA INSTALLATION SCHEDULE ON BT120-JCD211, ADHERING TO INDIVIDUAL SETTINGS FOR FOCAL LENGTH, ORIENTATION, AND OTHER PARAMETERS. CONTRACTOR SHALL ENSURE PROPER MOUNTING, WIRING, AND NETWORK INTEGRATION OF EACH CAMERA IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND PROJECT SPECIFICATIONS. O2 INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD DETAIL J-40.10-04. 15 INSTALL POE EXTENDER AND ASSOCIATED POLE -MOUNTED JUNCTION BOX. SEE DETAILS ON DWG BT120-JCD202. 17 INSTALL TYPE 8 JUNCTION BOX PER WSDOT STANDARD DETAIL J-40.30-04. 12/10/2024 1 MC I SW I PPL I ISSUED FOR BID DATE IDSN ICHK IAPP IREVISION DESIGNED BY: M.COX DRAWN BY: W.TURNER CHECKED BY: S.WHITE APPROVED BY: P.LAVALLEE S GRADY WAY A6 O� O� BT120-SC-64 BT120-SC-65 _- SD ---- SD - J - SD CONDUIT AND WIRING SCHEDULE CONDUIT TAG EQUIPMENT CONDUIT SIZE WIRE TYPE REMARK COMMENTS FROM TO BT120-SC-64 BT120-HH-16 BT120-HH-24 2" 4-CAT6 ST SITE CAMERA BT120-SC-65 BT120-HH-16 BT120-HH-24 2" SPARE ST SITE CAMERA BT120-SC-88 BT120-HH-24 BT120-HH-25 2" 2-CAT6 ST SITE CAMERA BT120-SC-89 BT120-HH-24 BT120-HH-25 2" SPARE ST SITE CAMERA BT120-SC-96 BT120-HH-24 BT120-CAM-13 2" 1-CAT6 ST SITE CAMERA BT120-SC-97 BT120-HH-24 BT120-HH-29 2" 1-CAT6 ST SITE CAMERA BT120-SC-98 BT120-HH-24 BT120-HH-29 2" SPARE ST SITE CAMERA BT120-SC-99 BT120-HH-29 BT120-CAM-17 2" 1-CAT6 ST SITE CAMERA AARCADIS SUBMITTED BY: -------- 4 R. PARGAS Q w r)?IDE 4bf U) U) W J BRT General Engineering Consultant � u- DATE: REVIEWED BY: 12/10/2024 1 J. ALTCHECH SCALE: m V=-.. 1 1 "=20' FILENAME: S1-BT120-JCP201-205 Sou ,11 NDTRANsa CONTRACT No.: RTA/CN 0205-24 DATE: DATE: 12/10/2024 12/10/2024 MATCHLINE: SEE DWG BT120-JCP204 o F( 20 10 0 20 40 KEY MAP SCALE IN FEET DEVELOPMENT ENGINEERING msippo 11 /25/2025 R-4332236 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER BT120-JCP104 BT105 FACILITY ID: SYSTEMS BT120 SHEET No.: REV: SITE COMMUNICATIONS GRADY STA 151 +00 TO GRADY STA 156+50 331 0 N T N O N CU M N 0 O N .J CV C'7 C'M O 0 w Lt CD 0 L0 0 N O N 0- 0 N H m U) 0 N CM NT 0 w z co w rn w w 06 z CO 11 �m _o � Q (D 00 N Z Y —o LO o 0 LO + Y+ O r r F V N Q r l�/w') m V / !� W Zp J W 2 V Lu Q - Mi.., u mv N1 Nh t ©1 BT120-CAM-18 15 C ki MPS 6'�12 , G O`N MATC H LI N E : LAKE STA 401 +50 SEE DWG BT120-JCP106 o i o 0 S /--------C----+/ /go - - - -, 2- E �( i I 2-PSE i 24�RE I / I I 1 l 1 —E1-1 1-1-�—E1-1-� 1-1-� ——E1-1-� ——E1-1-� ——E1-1-B- — —E1-1 / 1-1 —E1-1 — — 1-1-B- 1 ——E,-1-B-—#1-1-B ——E,-1-B- ——E1-1-� ——E,-1-B- — —Ell —b / — — — — E • I 11 o • • _� COI . j ri - .ii M ED I O / (TYP.) O m m I I r77 m m I I I 0 / S GRADY WAY m m I DETECTOR GRADY 157+00 GRADY 158+00 j o I 1 --- FO — — — — FO — — — — FO----rw0 ---- -- F,b — — — — FO — — — — F -- FO — — — — FO — — — — FO — — — CFO — — — — �O — — — — fO — — — — FO — — — — m O � � o m 1 -B��E2- I I J 1 , lb _ —E2-1 t- — S -0 m0 M / �.J O o m m CONSTRUCTION NOTES: 1O STUB -UP CONDUIT IN LIGHT POLE FOUNDATION. INSTALL CAMERA, BRACKET, AND ALL ASSOCIATED CABLING ON PEDESTRIAN LUMINAIRE. SEE DWG BT120-JCD202 FOR DETAILS. CONFIGURE ALL CAMERA INSTALLATIONS AS SPECIFIED IN THE CAMERA INSTALLATION SCHEDULE ON BT120-JCD211, ADHERING TO INDIVIDUAL SETTINGS FOR FOCAL LENGTH, ORIENTATION, AND OTHER PARAMETERS. CONTRACTOR SHALL ENSURE PROPER MOUNTING, WIRING, AND NETWORK INTEGRATION OF EACH CAMERA IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND PROJECT SPECIFICATIONS. OINSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD DETAIL J-40.10-04. 15 INSTALL POE EXTENDER AND ASSOCIATED POLE -MOUNTED JUNCTION BOX. SEE DETAILS ON DWG BT120-JCD202. 12/10/2024 1 MC I SW I PPL I ISSUED FOR BID DESIGNED BY: M.COX DRAWN BY: W.TURNER CHECKED BY: S.WHITE I_1»Y•]LVII1911-YA 0 m 1 c 1 1 --- AIL / i / go ( —1--OE---DOE— �E-- OE----OE--� —OE—a---OE----OE----0E---- / m mrri I � r77- SID — F=��= =�0 — E --:�91E -- �OE — — — — OE — — — — OE — — — — OE — — — — OE--- I / 1 / / o m I G RAC 1 1 1 0 m, — — — FO/--- FO — — — — FC I 2-ZAYO FO FP -- — FO — — — — F)— 1 FOC3-1 r� -�- - 4-1 - - F 1 ,-6=, — O m26"DF -- SID —/ -- SD— -- SD— I I l a ao I /44k 0/)-, r/ _\' — LT -1 SL — 1 SL- E-----E-----E-i — I � I � DETECTOR / o m LORP (TYP) / ' I I )0 O GRADY 160+00 GRADY 160+46 o FO Fe i — — —FO \ E„ r0/---- F�/-- -- FO ; -- FO — — — — FO — — — — FO — — — — F ��-- / O O _f F(57-7� — FO --- 0 FO 2 --- FO — — 2-ZAYO FO — — FO — — — — FO /--FO �— FO— O ----—_E_TURy�IKFO FO ----FO O— „' d SW 3- - 3TDP --- 49'DP —F---- Foci-,--- - -� ---E-----E- - FOC4-1 1� --DP �ua;a= Foc4- 6 3 - - Fg64_t— - - _ FOC4-1 - - 9„ DP � 11 ' DP �'T 1 "-IIP — T M Foci- `C gig' DP % O F-lam 42 oP /FO _ 1 CONDUIT AND WIRING SCHEDULE CONDUIT TAG EQUIPMENT CONDUIT SIZE WIRE TYPE REMARK COMMENTS FROM TO BT120-SC-80 BT120-HH-20 BT120-HH-05 2" 1-CAT6 ST SITE CAMERA BT120-SC-81 BT120-HH-20 BT120-HH-05 2" SPARE ST SITE CAMERA BT120-SC-100 BT120-HH-05 BT120-CAM-18 2" 1-CAT6 ST SITE CAMERA AARCADIS SUBMITTED BY: 4 R. PAP( -'AS 4bf BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 1 J. ALTCHECH SCALE: 1 "=20' w Q FILENAME: Q U) U) w J S1-BT120-JCP201-205 LL Sou NDTRANsa CONTRACT No.: ,11 RTA/CN 0205-24 DATE: DATE: 12/10/2024 12/10/2024 20 10 0 20 40 KEY MAP r ISCALE IN FEET DEVELOPMENT ENGINEERING IL msippo 11 /25/2025%,�#R-4332237 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER BT120-JCP105 BT105 FACILITY ID: SYSTEMS BT120 SHEET No.: REV: SITE COMMUNICATIONS GRADY STA 156+50 TO GRADY STA 160+46.15 332 0 C'7 CV T CV O O CV CU C'7 O O N Q J L0 0 N 0 N 0 N m 0 N M 0 _o w z X co w rn cow w 06 z CO 11 �m _O � Q (D 00 N Z Y —o N n 0 U No Oh 00 MATCHLINE: SEE DWG BT120-JCP204 BT120-SC-85 ,�BT120-SC-86 2 0-HH4k30 �O \20-SC-101 1 15 TS 0-CAM-16 D— — — 30— 30— Sw CONSTRUCTION NOTES: 1 MIE_ ■ 71-1 • i��! f 'SD. \i 30 MATCHLINE: SEE DWG BT120-JCP202 SD / 1 — —SD_ F �-IS SL-1 l-lS- - - l-lS- - - L-IS- - - = SL-1 - - -SL-1 S - Y--" L- - - - ------- ---- --- ------------------------ ---- ------ -- --��-OG' / �------------------------------ O1 STUB -UP CONDUIT IN LIGHT POLE FOUNDATION. INSTALL CAMERA, BRACKET, AND ALL ASSOCIATED CABLING ON PEDESTRIAN LUMINAIRE. SEE DWG BT120-JCD202 FOR DETAILS. CONFIGURE ALL CAMERA INSTALLATIONS AS SPECIFIED IN THE CAMERA INSTALLATION SCHEDULE ON BT1 20-JCD21 1, ADHERING TO INDIVIDUAL SETTINGS FOR FOCAL LENGTH, ORIENTATION, AND OTHER PARAMETERS. CONTRACTOR SHALL ENSURE PROPER MOUNTING, WIRING, AND NETWORK INTEGRATION OF EACH CAMERA IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND PROJECT SPECIFICATIONS. O2 INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD DETAIL J-40.10-04. 15 INSTALL POE EXTENDER AND ASSOCIATED POLE -MOUNTED JUNCTION BOX. SEE DETAILS ON DWG BT120-JCD202. 12/10/2024 MC SW PPL ISSUED FOR BID DATE DSN CHK APP REVISION DESIGNED BY: M. COX DRAWN BY: W.TURNER CHECKED BY: S. WHITE APPROVED BY: P. LAVALLEE LAKE AVE S - — —30 — — — — 30 — — — — 30 — — — — 30 — — — — 30 — — — — 30 —OE— ---30----30----30--- to --- —= FACT =�C� ==38= SL-1 P I -SIN SL-1 - - -SL-1 - -SL-1 - _ N ---------------I- o I 1 I 0E----30----30--- = 30= — = 36— Eie m rTl --------------------------------------------------------------------------- ----- ---- ----------- ---------------- ------------------------------------------------------------ --l-lM - ------------------ - l-lM - II F D� I 0 II I I CONDUIT AND WIRING SCHEDULE CONDUIT TAG EQUIPMENT CONDUIT SIZE WIRE TYPE REMARK COMMENTS FROM TO BT120-SC-85 BT120-HH-18 BT120-HH-30 2" 1-CAT6 ST SITE CAMERA BT120-SC-86 BT120-HH-18 BT120-HH-30 2" SPARE ST SITE CAMERA BT120-SC-101 BT120-HH-30 BT120-CAM-16 1-211 1-CAT6 ST SITE CAMERA AARCADIS SUBMITTED BY: -------- 4 R. PARGAS 4.5r)?IDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 1 J. ALTCHECH c Al v _ r m m I r U I `��� ✓ L; �' o u I 103 I L � 102 201 — 107 2 106 203 20W y 204 205) 105 J 01 10D I GR DY J SCALE: m 1 "=20' Q Lu _j FILENAME: Q co W S1-BT120-JCP201-205 J LL Sou NDTRANsa CONTRACT No.: ,11 RTA/CN 0205-24 DATE: DATE: 12/10/2024 12/10/2024 20 10 0 20 40 KEY MAP SCALE IN FEET DEVELOPMENT ENGINEERING a msippo 11 /25/2025 R-4332238 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER BT120-JCP106 BT105 FACILITY ID: SYSTEMS BT120 SHEET No.: REV: SITE COMMUNICATIONS LAKE STA 401 +50 TO LAKE STA 405+50 333 0 C'7 N T N O O N CU H H H O O O 4 N Q J 0 Sri 0 N 0 N 0 N m U) (D N M 0 w z X co u1 � I CO w wm z �cu/) 00 — U d C'M Z N � N co I o a- o 6 jNo HARDIE AVE SW BT120-MHSC-01 8T120-SC-25 BT120-SC-26 MATCHLINE: SEE DWG BT120-JCP203 CONDUIT AND WIRING SCHEDULE CONDUIT EQUIPMENT CONDUIT WIRE REMARK COMMENTS TAt% C%- 7C TV�C CONSTRUCTION NOTES: 1O STUB -UP CONDUIT IN LIGHT POLE FOUNDATION. INSTALL CAMERA, BRACKET, AND ALL ASSOCIATED CABLING ON PEDESTRIAN LUMINAIRE. SEE DWG BT120-JCD202 FOR DETAILS. CONFIGURE ALL CAMERA INSTALLATIONS AS SPECIFIED IN THE CAMERA INSTALLATION SCHEDULE ON BT120-JCD211, ADHERING TO INDIVIDUAL SETTINGS FOR FOCAL LENGTH, ORIENTATION, AND OTHER PARAMETERS. CONTRACTOR SHALL ENSURE PROPER MOUNTING, WIRING, AND NETWORK INTEGRATION OF EACH CAMERA IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND PROJECT SPECIFICATIONS. O2 INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD DETAIL J-40.10-04. O3 INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04 WITH DECORATIVE LID. STUB UP CONDUIT TO JUNCTION BOX. DIMENSION ON PLAN IS TO THE CENTERLINE OF THE BOX. BOX WILL BE LOCATED CENTERED ON THE LID. SEE DETAIL 2 ON DWG BT120-JCD207 FOR CONDUIT ROUTING DETAILS. O4 INTERCEPT EXISTING FIBER INTERCONNECT CONDUIT AND INSTALL NEW COR/KCM CABLE VAULT PER WSDOT STANDARD DETAIL J-90.21-02. OINSTALL KING COUNTY FIBER OPTIC VAULT PER WSDOT STANDARD DETAIL J-90.21-02. OEXISTING COR/KCM FIBER OPTIC JUNCTION BOX TO BE REMOVED. INTERCEPT AND EXTEND EXISTING CONDUIT TO CREATE CONTINUOUS CONDUIT PATHWAY. PULL BACK EXISTING 96-CT SMFO TRUNK CABLE FROM EXISTING 25-TA CABLE VAULT AT GRADY/RAINIER TO EXISTING 25-TA CABLE AT 7TH/RAINIER AND REINSTALL THROUGH NEW COR/KCM CABLE VAULT. 17 INSTALL TYPE 8 JUNCTION BOX PER WSDOT STANDARD DETAIL J-40.30-04. 18 STUB -UP CONDUIT IN FENCE POST. INSTALL CAMERA AND ALL ASSOCIATED CABLING ON EXTENDED FENCE POST. SEE DWG BT120-JCD203 FOR DETAILS. CONFIGURE ALL CAMERA INSTALLATIONS AS SPECIFIED IN THE CAMERA INSTALLATION SCHEDULE ON BT120-JCD211, ADHERING TO INDIVIDUAL SETTINGS FOR FOCAL LENGTH, ORIENTATION, BT120-SC-30 AND OTHER PARAMETERS. CONTRACTOR SHALL ENSURE PROPER MOUNTING, WIRING, BT120-SC-31 AND NETWORK INTEGRATION OF EACH CAMERA IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND PROJECT SPECIFICATIONS. SEE BT120-CRD125 DETAIL B FOR CONDUIT ENTRY INTO FENCE. CONDUIT AND WIRING SCHEDULE CONDUIT TAG EQUIPMENT CONDUIT SIZE WIRE TYPE REMARK COMMENTS FROM TO BT120-SC-23 BT120-HH-01 BT120-HH-03 4" 1-12SMFO ST PROVIDER FIBER BT120-SC-24 BT120-HH-01 BT120-HH-03 4" SPARE ST PROVIDER FIBER BT120-SC-25 BT120-HH-04 BT120-HH-12 2" 1-CAT6 ST SITE CAMERA BT120-SC-26 BT120-HH-04 BT120-HH-12 2" SPARE ST SITE CAMERA BT120-SC-27 BT120-HH-06 BT120-CAM-05 2" 1-CAT6 ST SITE CAMERA BT120-SC-28 BT120-HH-07 BT120-HH-106 2" 2-12SMFO ST SITE FIBER BT120-SC-29 BT120-HH-07 BT120-HH-106 2" SPARE ST SITE FIBER BT120-SC-30 BT120-HH-08 BT120-HH-107 2" 2-12SMFO KCM SITE FIBER BT120-SC-31 BT120-HH-08 BT120-HH-107 2" SPARE KCM SITE FIBER BT120-SC-32 BT120-HH-07 BT120-MHSC-04 4" 4-12SMFO ST PROVIDER/SITE FIBER BT120-SC-33 BT120-HH-07 BT120-MHSC-04 4" SPARE ST PROVIDER/SITE FIBER BT120-SC-34 BT120-HH-08 BT120-MHSC-05 4" 2-24SMFO 2-12SMFO KCM KCM/PROVIDER/SITE FIBER BT120-SC-35 BT120-HH-08 BT120-MHSC-05 4" SPARE KCM KCM/PROVIDER/SITE FIBER I Nco Lu I 10 I L I I 102 201 — 10 202 106 203 � -204 205 105 101 �104 I i<A _WAY �. ti DESIGNED BY: SCALE: M. COX ;�r t'�1� Q ui J 1"=20' DRAWN BY: aFWA �rfa r U FILENAME: PARCADIS J S1-BT120-JCP201-205 W.TURNER w J CHECKED BY: BRT General Engineering Consultant z CONTRACT No.: 06/13/2025 MC SW MC ADDENDUM #1 S. WHITE SOUNDTRANSIT RTA/CN 0205-24 12/10/2024 MC ISW IMC ISSUED FOR BID APPROVED BY: �BUTTED BY: DATE: REVIEWED BY: TAE: DATE: DATE DSN CHK APP REVISION M. COX 06/10/2025 PARGAS 112/10/2024 J. ALTCHECH 10/2024 112/10/2024 20 10 0 20 40 KEY MAP SCALE IN FEET EDEVESLiOPMENT ENGINEERING e� o 11 /25/2025 '�+ R-4332239 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER BT120-JCP201 BT105 FACILITY ID: SYSTEMS BT120 SHEET No.: REV: SITE COMMUNICATION PLAN S RENTON TRANSIT CENTER 334 1 cy) N T O O N CU H H H N d N O O 1 Q J N C'7 C'M 0 w LO 0 N O N 0 N m 0 N co co 0 0 w z ry co w rn CO w w m z co — U d C) z o _ Y o N o U I I I ------ ---- ---- ---- ---- ---- - I I w,-e B - � I I / / / / / / /r ----------------- " "BT120-SC-41 BT120-HH-28 I I 18 B 120- AM- 6 120-SC-40 BT120-SC-38 11 BT120-CAM-07 BT120-SC-39 6.50' - - - - - - co_ 2 BT120-HH-11 Fri I I\ `U m I �'� l mj m I I so I I I I I o I 1 I t I I � i O m I 5.42' N I I \ I BT120-SC-36 BT120-SC-37 BT120-JCP208 CO I Vr-----,--------------------------------------------r----------------------',----------------------� II 4 I I \ I •. I m I �i i I II I I I �I BAY5 ' �� I II I - I I II - - - -i- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - L - - - - - - - - - - - - - - - - - - - - - r' - - - - - - - - - - - - - - - - i- - - - - I I I I I I I 0 I I I U) I I ! I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I o I I I I I I I I I I I I tip" I I I I I I I I I I I I I CONSTRUCTION NOTES: 1O STUB -UP CONDUIT IN LIGHT POLE FOUNDATION. INSTALL CAMERA, BRACKET, AND ALL ASSOCIATED CABLING ON PEDESTRIAN LUMINAIRE. SEE DWG BT120-JCD202 FOR DETAILS. CONFIGURE ALL CAMERA INSTALLATIONS AS SPECIFIED IN THE CAMERA INSTALLATION SCHEDULE ON BT120-JCD211, ADHERING TO INDIVIDUAL SETTINGS FOR FOCAL LENGTH, ORIENTATION, AND OTHER PARAMETERS. CONTRACTOR SHALL ENSURE PROPER MOUNTING, WIRING, AND NETWORK INTEGRATION OF EACH CAMERA IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND PROJECT SPECIFICATIONS. 2O INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD DETAIL J-40.10-04. 18 STUB -UP CONDUIT IN FENCE POST. INSTALL CAMERA AND ALL ASSOCIATED CABLING ON EXTENDED FENCE POST. SEE DWG BT120-JCD203 FOR DETAILS. CONFIGURE ALL CAMERA INSTALLATIONS AS SPECIFIED IN THE CAMERA INSTALLATION SCHEDULE ON BT120-JCD211, ADHERING TO INDIVIDUAL SETTINGS FOR FOCAL LENGTH, ORIENTATION, AND OTHER PARAMETERS. CONTRACTOR SHALL ENSURE PROPER MOUNTING, WIRING, AND NETWORK INTEGRATION OF EACH CAMERA IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND PROJECT SPECIFICATIONS. SEE BT120-CRD125 DETAIL B FOR CONDUIT ENTRY INTO FENCE. MATCHLINE: STA 14+20 SEE DWG BT120-JCP204 CONDUIT AND WIRING SCHEDULE CONDUIT TAG EQUIPMENT CONDUIT SIZE WIRE TYPE REMARK COMMENTS FROM To BT120-SC-36 BT120-HH-113 BT120-HH-11 2" 2-CAT6 ST SITE CAMERA BT120-SC-37 BT120-HH-113 BT120-HH-11 2" SPARE ST SITE CAMERA BT120-SC-38 BT120-HH-28 BT120-HH-11 2" 2-CAT6 ST SITE CAMERA BT120-SC-39 BT120-HH-28 BT120-HH-11 2" SPARE ST SITE CAMERA BT120-SC-40 BT120-HH-28 BT120-CAM-07 2" 1-CAT6 ST SITE CAMERA BT120-SC-41 BT120-HH-28 BT120-CAM-06 2" 1-CAT6 ST SITE CAMERA 1 _� BT120-JCP209 I NCi Li I o`pJ � � u I 103 I L I I I 02 201 107 202 106 s � . 204 05 105 01 10� �vv cc I I CO DESIGNED BY: SCALE: M. COX J 1"=20' DRAWN BY: �oZ `�`. ;r !^_/Q FILENAME: P.5r.RIDE ARCADIS W. TURNER w J S1-BT120-JCP201-205 CHECKED BY: BRT General Engineering Consultant SOUNDTMNSIT CONTRACT No.: 1 6/13/2025 MC SW MC ADDENDUM #1 S. WHITE RTA/CN 0205-24 0 12/10/2024 MC SW MC ISSUED FORBID APPROVED BY: WITTED BY: DATE: REVIEWED BY: DATE: DATE: No. DATE DSN CHK APP REVISION M. COX 06/10/2025 PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 20 10 0 20 40 KEY MAP r mSCALE IN FEET DEVELOPMENT ENGINEERING msippo 11 /25/2025 R-4332240 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER BT120-JCP202 BT105 FACILITY ID: SYSTEMS BT120 SHEET No.: REV: SITE COMMUNICATION PLAN S RENTON TRANSIT CENTER 335 1 C'7 N T N O N CU H H H N d cy) O O N Q J BT120-SC-01 BT120-SC-02 II BT120-SC-2 i I; � BT120-SC-2 i l BT120-SC-25 I BT120-SC-26 �I 17 BT120 H-01 BT120-S -21 19.52' i - - - / BT120-S -22 18 14' II I LL / 6 BT120-MHSC-02 00 Iy i cn BT1� (:E BT120-SC- ' ; T120-SC-42 ti I BT120-SC 0 C) BT120-SC 0 2 BT120-HH-12 =F°° 8 BT120-M C-0 13 1 BT120-CAM-08 1 jv �I 1 i I I IV 1 J ' 1 � N I I I 11 I� J -so 1 ' BT120-HH-10 2& N I BT120-SC-49 I ' BT120 CAM-02 1 N 1 1 1 �N ` O 1 N \ CONSTRUCTION NOTES: MATCHLINE SEE DWG BT120-JCP201 1 ) Vr� o — — BT1 20-CAM-09 � 1 BT120-HH-131 z - / 5.64' BT120-SC-47 BT120-SC-48 / / / / -00 co / N BT120-SC-43 BT120-SC-44 BT120-SC-45 BBT120-SC-46 ( 9) BT120-CES-02 II II II BT120_SC_34 BT120 SC 35 B 20-SC-32 -SC-33 II II I II II 14.34' I l 5 BT1 0-M C-04 �I co� cy) - - -- BT120-SC-50 BT120-SC-51 b-)I -00- IM, BT120-HH-14 3.99' i I BT120-SC-56 BT120-SC-57 I MIN ,`�5.36 BT120-SC-66 BT120-SC-64 BT120-SC-67 / BT120-SC-65 MATCHLINE: SEE DWG BT120-JCP205 OSTUB -UP CONDUIT IN LIGHT POLE FOUNDATION. INSTALL CAMERA, BRACKET, AND ALL ASSOCIATED CABLING ON 0 PEDESTRIAN LUMINAIRE. SEE DWG BT120-JCD202 FOR DETAILS. CONFIGURE ALL CAMERA INSTALLATIONS AS SPECIFIED 3: IN THE CAMERA INSTALLATION SCHEDULE ON BT120-JCD211, ADHERING TO INDIVIDUAL SETTINGS FOR FOCAL LENGTH, 0 ORIENTATION, AND OTHER PARAMETERS. CONTRACTOR SHALL ENSURE PROPER MOUNTING, WIRING, AND NETWORK 6 N INTEGRATION OF EACH CAMERA IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND PROJECT SPECIFICATIONS. 0 O2 INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD DETAIL J-40.10-04. N 5O INSTALL SOUND TRANSIT FIBER OPTIC VAULT PER WSDOT STANDARD DETAIL J-90.21-02. 00 U) 6O INSTALL KING COUNTY FIBER OPTIC VAULT PER WSDOT STANDARD DETAIL J-90.21-02. 0 N 8 CONNECT CONDUITS TO EXISTING LUMEN CABLE VAULT. coco 0 9O CES TO BE INSTALLED 7 FEET SOUTH OF LUMINAIRE, 2 FEET FROM FACE OF CURB, WITH FRONT OF CES TO FACE PATHWAY (WEST). REFER TO DWG BT120-SGY403 DETAIL 4 FOR CES FOUNDATION. SEE DETAIL A ON DWG BT120-JCD203. ui z REFER TO FACILITIES TELECOMM DWG BT120-JCP221 FOR CONNECTIONS FROM SOUND TRANSIT AND KING COUNTY FIBER OPTIC VAULTS INTO TELECOMM ROOM. w 17 INSTALL TYPE 8 JUNCTION BOX PER WSDOT STANDARD DETAIL J-40.30-04. M(D CO w w m z H 00 DESIGNED BY: M. COXµ�y0i j� tl DRAWN BY: r .._ f�. AARCADIS co z W. TURNER N CHECKED BY: N � 1 06/13/2025 MC SW MC ADDENDUM #1 S. WHITE co 3: 0 12/10/2024 MC SW MC ISSUED FOR BID APPROVED BY: BUTTED BY: CD a- - N*Z� o 6 lNo. IDATE DSN I CHK I APP REVISION M. COX 06/10/2025 PARGAS B 1 O-SC-54 7 B1 O-SC-55 BT12 -SC-58 BT12 -SC-59 1 S� S N Ci 0 �Lu o-o, I 103 I L I I I 102 201 — C1OI I �202 106 _ 203 2U4 205 T05 101 104 I Rim✓ � I I co KEY MAP 45 BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH SCALE: 111=20' QLu J FILENAME: - Q U� w J S1-BT120-JCP201-205 z ' SoUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: DATE: 12/10/2024 12/10/2024 R-4332241 20 10 0 20 40 DEVELOPMENT ENGINEERING msippo 11/25/2025 Nusf SCALE IN FEET STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER BT120-JCP203 BT105 FACILITY ID: SYSTEMS BT120 SHEET No.: REV: SITE COMMUNICATION PLAN S RENTON TRANSIT CENTER 336 1 N T N O N CU H H H N d co O O N Q J N CM O i 0 w Aw A LO N 0 N a_ 0 N m 0 N Q0 co Ill - CD 0 N X O X w I co O cry w �OZ5 X CO O c/)I U 00 — O U d Q Z N Y U-, 1 o 0 o U No 1 I� BT120-SC-60 — BT120-SC-61 BT120-SC-103 BT120-SC-104 OwG rcti ?p, J Cp?� (!) BT120-SC-54 BT120-SC-55 BT120-HH-22(2 _LO _ N 2� BT120-SC- 1 8 BT120-CAM-10 1y BT120-HH-19 11 ti ti I N I I I I I I I I I BT120-SC-82 I BT120-SC-83 I I I I I I I I .� GNLINE �CP jp4 M G BT 120 SEE pW MATCHLINE SEE DWG BT120-JCP202 BT120-SC-77 rn BT120-SC-78 1 1 i 2 BT120-HH-21 \ \ -- BT120-SC-79 BT120-CAM-120 15 CONDUIT AND WIRING SCHEDULE CONDUIT TAG EQUIPMENT CONDUIT SIZE WIRE TYPE REMARK COMMENTS FROM TO BT120-SC-54 BT120-HH-14 BT120-HH-18 2" 4-CAT6 ST SITE CAMERA BT120-SC-55 BT120-HH-14 BT120-HH-18 2" SPARE ST SITE CAMERA BT120-SC-60 BT120-HH-17 BT120-HH-22 2" SPARE KCM SITE FIBER BT120-SC-61 BT120-HH-17 BT120-HH-22 2" SPARE KCM SITE FIBER BT120-SC-75 BT120-HH-18 BT120-HH-21 2" SPARE ST SITE CAMERA BT120-SC-76 BT120-HH-18 BT120-HH-21 2" SPARE ST SITE CAMERA BT120-SC-77 BT120-HH-18 BT120-HH-20 2" 2-CAT6 ST SITE CAMERA BT120-SC-78 BT120-HH-18 BT120-HH-20 2" SPARE ST SITE CAMERA BT120-SC-79 BT120-HH-20 BT120-CAM-12 2" 1-CAT6 ST SITE CAMERA BT120-SC-80 BT120-HH-20 BT120-HH-05 2" 1-CAT6 ST SITE CAMERA BT120-SC-81 BT120-HH-20 BT120-HH-05 2" SPARE ST SITE CAMERA BT120-SC-82 BT120-HH-18 BT120-HH-19 2" 1-CAT6 ST SITE CAMERA BT120-SC-83 BT120-HH-18 BT120-HH-19 2" SPARE ST SITE CAMERA BT120-SC-84 BT120-HH-19 BT120-CAM-10 2" 1-CAT6 ST SITE CAMERA LJ cn m m v �I 000 �r CD Z `T 0 c / , / / / / , / BT120-SC-85 / BT120- C-8 i_•• A �k CONSTRUCTION NOTES: STUB -UP CONDUIT IN LIGHT POLE FOUNDATION. INSTALL CAMERA, BRACKET, AND ALL ASSOCIATED CABLING ON PEDESTRIAN LUMINAIRE. SEE DWG BT120-JCD202 FOR GJ� DETAILS. CONFIGURE ALL CAMERA INSTALLATIONS AS SPECIFIED IN THE CAMERA INSTALLATION SCHEDULE ON BT120-JCD211, ADHERING TO INDIVIDUAL SETTINGS FOR FOCAL LENGTH, ORIENTATION, AND OTHER PARAMETERS. CONTRACTOR SHALL ENSURE PROPER MOUNTING, WIRING, AND NETWORK INTEGRATION OF EACH CAMERA 120-SC-8 IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND PROJECT BT120-SC-81— SPECIFICATIONS. 2 BT120-HH-20 l O INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD DETAIL J-40.10-04. < M- , NLIN �•Cp�p5 11 INSTALL TYPE 5 HEAVY DUTY JUNCTION BOX WITH TRAFFIC RATED LID PER WSDOT G BT 120 STANDARD DETAIL J 40.20 03. W SEE p 15 INSTALL POE EXTENDER AND ASSOCIATED POLE -MOUNTED JUNCTION BOX. SEE DETAILS ON DWG BT120-JCD202. CONDUIT AND WIRING SCHEDULE CONDUIT TAG EQUIPMENT CONDUIT SIZE WIRE TYPE REMARK COMMENTS FROM TO BT120-SC-85 BT120-HH-18 BT120-HH-30 2" 1-CAT6 ST SITE CAMERA BT120-SC-86 BT120-HH-18 BT120-HH-30 2" SPARE ST SITE CAMERA BT120-SC-103 BT120-HH-16 BT120-HH-31 2" SPARE ST SITE CAMERA BT120-SC-104 BT120-HH-16 BT120-HH-31 2" SPARE ST SITE CAMERA BT120-SC-105 BT120-HH-31 BT120-CAM-19 2" 1 1-CAT6 ST SITE CAMERA DESIGNED BY: M. COX DRAWN BY: or• WAS If 04ARCADISW.TURNER 45CHECKED BY: BRT General Engineering Consultant 06/13/2025 MC SW MC ADDENDUM #1 S. WHITE 12/10/2024 MC SW MC ISSUED FOR BID APPROVED BY: �ro`� �. BUTTED BY: DATE: REVIEWED BY: DATE DSN CHK APP REVISION M. COX 06/10/2025 PARGAS 12/10/2024 J. ALTCHECH 17 INSTALL TYPE 8 JUNCTION BOX PER WSDOT STANDARD DETAIL J-40.30-04. 18 STUB UP CONDUIT AND CAP TO FENCE POST FOR FUTURE WIRELESS ACCESS POINT INSTALLATION ��� t - �4 N c) 0 I Lu 4 SW 7 Li 103 I ( I L- I 102 201 1 107 1 s106 203 LU'+ _ 05 105 101 %nj P-. I I c ' SCALE: 1 "=20' Q Lu J FILENAME: Q C/)� w J S1-BT120-JCP201-205 z S0UjVDTMNSIT CONTRACT No.: RTA/CN 0205-24 DATE: DATE: 12/10/2024 12/10/2024 KEY MAP 20 10 0 20 40 SCALE IN FEET DEVELOPMENT ENGINEERING R-4332242 msippo 11 /25/2025 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER BT120-JCP204 BT105 FACILITY ID: SYSTEMS BT120 SHEET No.: REV: SITE COMMUNICATION PLAN S RENTON TRANSIT CENTER 337 1 C'7 N O O N CU N d C'7 O O N Q J CD 0 L0 0 N 0 N n 0 N H 00 U) 0 N M NT O 0 ry w z ry co w rn w � 06 w COz i U) �m �O — U � Q O 00 N z Y O N L U MATCHLINE: MATCHLINE: SEE DWG BT120-JCP204 CONSTRUCTION NOTES: O1 STUB -UP CONDUIT IN LIGHT POLE FOUNDATION. INSTALL CAMERA, BRACKET, AND ALL ASSOCIATED CABLING ON PEDESTRIAN LUMINAIRE. SEE DWG BT120-JCD202 FOR DETAILS. CONFIGURE ALL CAMERA INSTALLATIONS AS SPECIFIED IN THE CAMERA INSTALLATION SCHEDULE ON BT120-JCD211, ADHERING TO INDIVIDUAL SETTINGS FOR FOCAL LENGTH, ORIENTATION, AND OTHER PARAMETERS. CONTRACTOR SHALL ENSURE PROPER MOUNTING, WIRING, AND NETWORK INTEGRATION OF EACH CAMERA IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND PROJECT SPECIFICATIONS. DUIT AND WIRING SCHEDULE CONDUIT SIZE WIRE TYPE REMARK COMMENTS ISC-06 4" 1-24SMFO KCM KCM FIBER ISC-06 4" SPARE KCM KCM FIBER H-24 2" 4-CAT6 ST SITE CAMERA H-24 2" SPARE ST SITE CAMERA H-27 2" 1-CAT6 ST SITE CAMERA H-27 2" SPARE ST SITE CAMERA kM-04 2" 1-CAT6 ST SITE CAMERA H-25 2" 2-CAT6 ST SITE CAMERA H-25 2" SPARE ST SITE CAMERA kM-14 2" 1-CAT6 ST SITE CAMERA H-26 2" 1-CAT6 ST SITE CAMERA H-26 2" SPARE ST SITE CAMERA kM-15 2" 1-CAT6 ST SITE CAMERA ISC-07 4" 1-24SMFO KCM SITE FIBER ISC-07 4" SPARE KCM SITE FIBER 20 10 0 20 40 KEY MAP SCALE IN FEET DEVELOPMENT ENGINEERING msippo 11 /25/2025 R-4332243 MSCox IGNED BY. ��LIP wm; SCALE: DRAWING STRIDE BUS RAPID TRANSIT DRAWING No.: DRAWN BY: 4�aF WA1341 � v rw IFILENAME: SOUTH RENTON TRANSIT CENTER BT120-JCP205 W. TURNER � AARCADIS w _j S1-BT120-JCP201-205 BT105 FACILITY ID: J CHECKED BY: 32021 BRT Generot Engineering Consultont LL SouNDTRANsa CONTRACT No.: SYSTEMS SHEET No.: REV: BT120 ,11 S. WHITE ��0��GISTEg��,� RTA/CN 0205-24 SITE COMMUNICATION PLAN 0 12/10/2024 MC SW PPL ISSUED FOR BID APPROVED BY: �'s� SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: No. DATE DSN ICHK APP REVISION P. LAVALLEE roNAL 12/02/2024 R. PARGAS 12/10/2024 1 J. ALTCHECH 12/10/2024 12/10/2024 S RENTON TRANSIT CENTER 338 0 O2 INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD DETAIL J-40.10-04. 6O INSTALL KING COUNTY FIBER OPTIC VAULT PER WSDOT STANDARD DETAIL J-90.21-02. 14 SPLICE KCM FIBER OPTIC CABLE TO EXISTING 25-TA CABLE VAULT. 15 INSTALL POE EXTENDER AND ASSOCIATED POLE -MOUNTED JUNCTION BOX. SEE DETAILS ON DWG BT120-JCD202. co N T N O O N CU LO rn O O O O T rr n co co N O 0 N Q J CV C'7 C'M 0 W c� 0 C) N C) N r) U 7 C) N_ m CO O N N- CD CY) IZI- W Z ry H X cfl u1 � W I W m Z I � 00 ~ O — U � Q rn O N Z Y _ ry O N n U N co C'M 0 W ®R co 0 N 0 N 0 U 0 N m co 'o N co IZI- 0 w z X wi C° w w m z � m �o — U rn U N z Y O "t 3: N LNo. U LIGHT F UPPER HAIL UPPER HANDHO CAMERA CABLE, 3'1 r-- i 1 1 1 1 1 1 CABLE TO C NOTE( CONDUIT EMBEDDED IN BASE NOTE' 1 I I I i I I I 1 I I I I CAMERA MOUNTED ON POLE NTS DESIGNED BY: M. COX DRAWN BY: W.TURNER CHECKED BY: S. WHITE 12/10/2024 MC I SW PPL ISSUED FOR BID APPROVED BY: DATE IDSN ICHK IAPP REVISION IP.LAVALLEE CAT6 CABLE CAMERA MOUNTING ARM LIGHT ^^' r MOUNTING BRACKET (SEE NOTE 4) POLE -MOUNTED NEMA CABINET DOME CAMERA ASSEMBLY - SEE SCHEDULE ON DWG BT120-JCD211 FOR TYPE HANDHOLE 1/2" STAINLESS STEEL BAND (TYP.) UwAkIli vitvv IL POLE-MOL NEMA CA (SEE NL , vi 1=w NEMA JUNCTION BOX ON POLE DETAIL NTS CAMERA MOUNT DETAIL NTS AARCADIS SUBMITTED BY: -------- 4 R. PARGAS POLE JUNCTION BOX STRAPS HANDHOLE 1" FLEX CONDUIT NOTE 2 1-5/8" X 7/8" CHANNEL STRUT (TYP.) PROVIDE S.S. BOLTS AND CHANNEL NUTS FOR ATTACHMENT OF JUNCTION BOX TO POLE (TYP.). MINIMIZE STRUT LENGTH. 1" CONDUIT PENETRATION FITTING CONNECT BETWEEN REAR OF JUNCTION BOX AND LIGHT POLE END FITTINGS REQUIRE WATERTIGHT SEALS 8" X 6" X 4" NEMA 4X S.S. JUNCTION BOX WITH POE EXTENDER NEMA ENCLOSURE TO MATCH POLE FINISH SEE DWG BT120-JCD202 DETAIL C NOTES: 1. SEE CONDUIT AND CABLE SCHEDULE FOR CONDUIT SIZE TO EACH CAMERA. 2. PROVIDE A 1" FLEXIBLE CONDUIT WITH CABLE PULLING STRINGS INSIDE THE POLE FOR CAMERA CABLES. CAT6 CABLE TO BE INSTALLED IN FLEXIBLE CONDUIT FOR CAMERA MODIFICATION. 3. MODIFY MOUNTING BRACKET AND INSTALLATION OF CAMERAS AS NECESSARY TO ENSURE THAT NO CAMERA VIEWS ARE OBSTRUCTED. 4. MOUNTING HEIGHTS SHOWN ON DETAIL ARE NOMINAL: VERIFY ACTUAL POE EXTENDER MOUNTING HEIGHTS PER LOCATION ON POLE SCHEDULE IN ELECTRICAL AND LIGHTING PLANS. 5. SEE LIGHTING DWG BT120-CLS102 AND BT120-CLS103 FOR POLE AND FOUNDATION DETAILS. 6. SEE STRUCTURAL DWG BT120-SGY403 FOR ADDITIONAL STRUCTURAL AND MOUNTING DETAILS. 7. REFER TO DWG BT120-JCD212 FOR CAMERA INSTALLATION DETAILS. REFER TO BT120-JCD205 FOR CANOPY CAMERA INSTALLATION DETAILS. 8. INSTALL NEMA 3R RATED JUNCTION BOX ON LIGHT POLE WITH STAINLESS STEEL STRAPS AND STAINLESS STEEL HORIZONTAL CHANNELS AND FASTEN SECURELY TO POLE. ROUTE POWER CABLING FROM ELECTRICAL CABINET THROUGH CONDUIT SYSTEM AND LIGHT POLE TO NEMA CABINET POWER SUPPLIES. JUNCTION BOX TO BE MOUNTED ON OPPOSITE SIDE OF POLE FROM THE CAMERA. Q J sr)?IDE C/) �_ W J BRT General Engineering Consultant z " SOUNDTRANSIT DATE: REVIEWED BY: DATE: 12/10/2024 1 J. ALTCHECH 12/10/2024 CAMERA MOUNTING ARM DOME CAN.. _.,,-, ASSEMBLY -SEE SCHEDULE ON DWG BT120-JCD211 FOR TYPE CABLE TO CAMERA NOTE 2 BEB YARD CAMERA NOTES: 1. BEB YARD CAMERAS WILL BE MOUNTED ON CANOPY COLUMNS AT THE FOLLOWING GRID LOCATIONS. SEE ARCHITECTURAL DWG BT120-APP241 FOR MORE INFORMATION. 1.1. SOUTHEAST CORNER CAMERA: 4.5 AND 4.A8 1.2. NORTHWEST CORNER CAMERA: 4.1 AND 4.A BEB YARD CAMERA MOUNTING NTS SCALE: NTS FILENAME: S1-BT120-JCD201-203 CONTRACT No.: RTA/CN 0205-24 DATE: 12/10/2024 DEVELOPMENT ENGINEERING msippo 11 /25/2025 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 SYSTEMS COMMUNICATION DETAILS R-4332245 DRAWING No.: BT120-JCD202 FACILITY ID: BT120 SHEET No.: REV: 340 0 C'7 C'7 N O O O 4 Q J CV C'7 C'M 0 W CM O N O N 0 U 0 N H m U) O N M It O >0 ry W Z ry D H X cfl W � I W r = W Z m D co � 00 O — U � Q Q Q Z o — ai v 0-1 — O N N O N U CV C'7 C'M 0 W CM O N O N H 7 O N H m O N CO M O ry W Z ry H X co W It � W fy = W °6 Z CO D CO � 00 O — U rn O N z Y _ ry O C N L d U N C'7 CM 0 W CM O N O N H 7 O N H m O N CO M O ry W Z ry H X co W It � W fy = W °6 Z CO D CO � 00 O — U rn O N z Y _ ry O C N L d U N C'7 CM 0 W CM O N O N H 7 O N H m O N CO M O ry W Z ry H X co W It � W fy = W °6 Z CO D CO � 00 O — U rn O N z Y _ ry O C N L d U N co co O W c� 0 0 0 N U O N H m 0 N CO co It O 0 z w _ U) X w I w z� w m = �co } 00 O — U �a co N z Y O N a o 0 r souNDTRANSIT CENTRAL PUGET SOUND REGIONAL TRANSIT AUTHORITY CONTRACT LOCATION MAP STRIDE BUS RAPID TRANSIT GENERAL ENGINEERING CONSULTANT SERVICES RTA/CN 0205=24 SOUTH RENTON TRANSIT CENTER AND ROADWAY IMPROVEMENTS Sl =BT1 05 FOR BID MAY 2025�. Z!V09_1V091:f'10 SrJ?IDE BRT General Engineering Consultant SUBMITTED BY: NAME: RICARDO PARGAS TITLE: PROJECT MANAGER REVIEWED BY: i NAME: JOEY ALTCHECH TITLE: PROJECT MANAGER CONDITION OF APPROVAL # 17: BOOK 2 APPROVAL IS FOR CITY INDEXING PURPOSES ONLY. FINAL BOOK 2 BASED ON APPROVED BUILDING PERMIT SUBMITTALS TO BE PROVIDED TO CITY PROJECT MANAGER DURING AS-BUILTS PHASE ACCURATELY REFLECTING APPROVED AND CONSTRUCTED BUILDING PERMIT PLANS. DATE: 06/12/2025 DATE: 06/12/2025 THE PREPARATION OF THIS DOCUMENT HAS BEEN FINANCED IN PART THROUGH A GRANT FROM THE U.S. DEPARTMENT OF TRANSPORTATION FEDERAL TRANSIT ADMINISTRATION UNDER THE URBAN MASS TRANSPORTATION ACT OF 1964, AS AMENDED, AND IN PART BY THE CENTRAL PUGET SOUND REGIONAL TRANSIT AUTHORITY DISTRICT OF WASHINGTON, AND THE STATE OF WASHINGTON VOLUME 1 DEVELOPMENT ENGINEERING w % lk msippo 1 11 /25/2025 BOOK 3 OF 3 2 R-4332250 DRAWING No.: BT120-GZT001 LOCATION ID: BT120 SHEET No.: REV: C'M N T N O O N U Xrefs: xBRT-CUD05- xS1-BT120-G2 GB-SEAL-JKH N co co W 0 0 0 o_ N C� 0 N m 0 N Q0 co 0 0 U Lu X a U7 X Lu I Lu W °6 x m a I SOUTH RENTON TRANSIT CENTER - BOOK 1 OF 3 1 SHT. No. I DWG. No. I REV I TITLE I SHT. No. I DWG. No. I REV I TITLE GENERAL CIVIL (CONT'D) 1 BT120-GZT001 0 GENERAL COVER SHEET EROISION AND SEDIMENT CONTROL (CONT-D) 2 BT120-GZ1001 0 GENERAL INDEX OF DRAWINGS 64 BT120-CTD103 0 CIVIL STANDARD TESC DETAILS 3 BT120-GZ1002 0 GENERAL INDEX OF DRAWINGS 65 BT120-CTD104 0 CIVIL STANDARD TESC DETAILS 4 BT120-GZ1003 0 GENERAL INDEX OF DRAWINGS SITE 5 BT120-GZ1004 0 GENERAL INDEX OF DRAWINGS 66 BT120-CSP100 0 CIVIL SITE PREPARATION PLAN AREA PLAN AND GENERAL NOTES 6 BT120-GZ1005 0 GENERAL INDEX OF DRAWINGS 67 BT120-CSP101 0 CIVIL SITE PREPARATION PLAN RAINIER STA 200+00 TO RAINIER STA 204+00 7 BT120-GZ1006 0 GENERAL INDEX OF DRAWINGS 68 BT120-CSP102 0 CIVIL SITE PREPARATION PLAN RAINIER STA 204+00 TO RAINIER STA 208+50 8 BT120-GZ1701 0 GENERAL INDEX OF DRAWINGS SR 167 69 BT120-CSP103 0 CIVIL SITE PREPARATION PLAN RAINIER STA 208+50 TO RAINIER STA 212+42.13 9 BT120-GZK000 0 GENERAL PROJECT LOCATION ID PLAN 70 BT120-CSP104 0 CIVIL SITE PREPARATION PLAN GRADY STA 151+00 TO GRADY STA 156+50 10 BT120-GZKO01 0 GENERAL KEY PLAN 71 BT120-CSP105 0 CIVIL SITE PREPARATION PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 11 BT120-GZN001 0 GENERAL ABBREVIATIONS 72 BT120-CSP106 0 CIVIL SITE PREPARATION PLAN LAKE STA 401+50 TO LAKE STA 405+55.16 12 BT120-GZN002 0 GENERAL ABBREVIATIONS 73 BT120-CSP107 0 CIVIL SITE PREPARATION PLAN LAKE STA 405+50 TO LAKE STA 408+28.91 13 BT120-GZN003 0 GENERAL ABBREVIATIONS 74 BT120-CSP201 0 CIVIL SITE PREPARATION PLAN S RENTON TRANSIT CENTER 14 BT120-GZN004 0 GENERAL ABBREVIATIONS 75 BT120-CSP202 0 CIVIL SITE PREPARATION PLAN S RENTON TRANSIT CENTER 15 BT120-GZN005 0 GENERAL ABBREVIATIONS 76 BT120-CSP203 0 CIVIL SITE PREPARATION PLAN S RENTON TRANSIT CENTER 16 BT120-GZN006 0 GENERAL SYMBOLS AND LEGEND 77 BT120-CSP204 0 CIVIL SITE PREPARATION PLAN S RENTON TRANSIT CENTER 17 BT120-GZN007 0 GENERAL SYMBOLS AND LEGEND 78 BT120-CSP205 0 CIVIL SITE PREPARATION PLAN S RENTON TRANSIT CENTER RIGHT-OF-WAY 79 BT120-CSS101 0 CIVIL SITE PREP POINT TABLE 80 BT120-CSS102 0 CIVIL SITE PREP POINT TABLE 18 BT120-RMP501 0 RIGHT OF WAY MONUMENT PLAN ROADWAY 19 BT120-RPP101 0 RIGHT OF WAY PROPOSED PLAN RAINIER STA 200+00 TO RAINIER STA 204+00 81 BT120-CPP100 0 CIVIL PAVING PLAN AREA PLAN AND GENERAL NOTES 20 BT120-RPP102 0 RIGHT OF WAY PROPOSED PLAN RAINIER STA 204+00 TO RAINIER STA 208+50 82 BT120-CPP101 0 CIVIL PAVING PLAN RAINIER STA 200+00 TO RAINIER STA 204+00 21 BT120-RPP103 0 RIGHT OF WAY PROPOSED PLAN RAINIER STA 208+50 TO RAINIER STA 214+00 83 BT120-CPP102 0 CIVIL PAVING PLAN RAINIER STA 504+00 TO RAINIER STA 208+50 22 BT120-RPP104 0 RIGHT OF WAY PROPOSED PLAN GRADY STA 151+00 TO GRADY STA 156+50 84 BT120-CPP103 0 CIVIL PAVING PLAN RAINIER STA 208+50 TO RAINIER STA 212+42.13 23 BT120-RPP105 0 RIGHT OF WAY PROPOSED PLAN GRADY STA 156+50 TO GRADY STA 160+46 85 BT120-CPP104 0 CIVIL PAVING PLAN GRADY STA 151+00 TO GRADY STA 156+50 24 BT120-RPP106 0 RIGHT OF WAY PROPOSED PLAN LAKE STA 401+50 TO LAKE STA 405+55 86 BT120-CPP105 0 CIVIL PAVING PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 25 BT120-RPP201 0 RIGHT OF WAY PROPOSED PLAN 87 BT120-CPP106 0 CIVIL PAVING PLAN LAKE STA 401+50 TO LAKE STA 405+55.16 26 BT120-RPP202 0 RIGHT OF WAY PROPOSED PLAN 88 BT120-CPP201 0 CIVIL PAVING PLAN S RENTON TRANSIT CENTER 27 BT120-RPP203 0 RIGHT OF WAY PROPOSED PLAN 89 BT120-CPP202 0 CIVIL PAVING PLAN S RENTON TRANSIT CENTER 28 BT120-RPP204 0 RIGHT OF WAY PROPOSED PLAN 90 BT120-CPP203 0 CIVIL PAVING PLAN S RENTON TRANSIT CENTER 29 BT120-RPP205 0 RIGHT OF WAY PROPOSED PLAN 91 BT120-CPP204 0 CIVIL PAVING PLAN S RENTON TRANSIT CENTER CIVIL 92 BT120-CPP205 0 CIVIL PAVING PLAN S RENTON TRANSIT CENTER 93 BT120-CPS101 0 CIVIL PAVING PLAN POINT TABLES ALIGNMENT 94 BT120-CPS102 0 CIVIL PAVING PLAN POINT TABLES 30 BT120-CAP100 0 CIVIL ALIGNMENT PLAN AREA PLAN 95 BT120-CPS103 0 CIVIL PAVING PLAN POINT TABLES 31 BT120-CAP101 0 CIVIL ALIGNMENT PLAN RAINIER STA 200+00 TO RAINIER STA 204+00 96 BT120-CPS104 0 CIVIL PAVING PLAN POINT TABLES 32 BT120-CAP102 0 CIVIL ALIGNMENT PLAN RAINIER STA 204+00 TO RAINIER STA 208+50 97 BT120-CPS105 0 CIVIL PAVING PLAN POINT TABLES 33 BT120-CAP103 0 CIVIL ALIGNMENT PLAN RAINIER STA 208+50 TO RAINIER STA 212+42.13 98 BT120-CPS106 0 CIVIL PAVING PLAN POINT TABLES 34 BT120-CAP104 0 CIVIL ALIGNMENT PLAN GRADY STA 151+00 TO GRADY STA 156+50 99 BT120-CPS107 0 CIVIL PAVING PLAN POINT TABLES 35 BT120-CAP105 0 CIVIL ALIGNMENT PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 100 BT120-CPS108 0 CIVIL PAVING PLANS POINT TABLES 36 BT120-CAP106 0 CIVIL ALIGNMENT PLAN LAKE STA 401+50 TO LAKE STA 405+50 101 BT120-CAV101 0 CIVIL VERTICAL ALIGNMENT N TRANSIT CENTER 37 BT120-CAP107 0 CIVIL ALIGNMENT PLAN LAKE STA 405+50 TO LAKE STA 408+28.91 102 BT120-CAV102 0 CIVIL VERTICAL ALIGNMENT S TRANSIT CENTER 38 BT120-CAP201 0 CIVIL ALIGNMENT PLAN S RENTON TRANSIT CENTER 103 BT120-CAV103 0 CIVIL VERTICAL ALIGNMENT RAINIER AND LAKE DRIVEWAY 39 BT120-CAP202 0 CIVIL ALIGNMENT PLAN S RENTON TRANSIT CENTER 104 BT120-CAV104 0 CIVIL VERTICAL ALIGNMENT LAKE AVE S 40 BT120-CAP203 0 CIVIL ALIGNMENT PLAN S RENTON TRANSIT CENTER 105 BT120-CRD101 0 CIVIL CURB RAMP PLAN AND DETAILS 41 BT120-CAP204 0 CIVIL ALIGNMENT PLAN S RENTON TRANSIT CENTER 106 BT120-CRD102 0 CIVIL CURB RAMP PLAN AND DETAILS CONSTRUCTION STAGING 107 BT120-CRD103 0 CIVIL CURB RAMP PLAN AND DETAILS 42 BT120-CHP101 0 CIVIL TRAFFIC HAUL PLAN SOUTH RENTON TRANSIT CENTTER 108 BT120-CRD104 0 CIVIL CURB RAMP PLAN AND DETAILS TYPICAL SECTIONS 109 BT120-CRD105 0 CIVIL CURB RAMP PLAN AND DETAILS 43 BT120-CRY101 0 CIVIL TYPICAL SECTIONS RAINIER AVE S 110 BT120-CRD106 0 CIVIL CURB RAMP PLAN AND DETAILS 44 BT120-CRY102 0 CIVIL TYPICAL SECTIONS RAINIER AVE S AND HARDIE AVE SW 111 BT120-CRD107 0 CIVIL CURB RAMP PLAN AND DETAILS 45 BT120-CRY103 0 CIVIL TYPICAL SECTIONS S RENTON TRANSIT CENTER 112 BT120-CRD108 0 CIVIL CURB RAMP PLAN AND DETAILS 46 BT120-CRY104 0 CIVIL TYPICAL SECTIONS GRADY WAY 113 BT120-CRD109 0 CIVIL CURB RAMP PLAN AND DETAILS 47 BT120-CRY105 0 CIVIL TYPICAL SECTIONS GRADY WAY AND PARKING LOTS 114 BT120-CRD110 0 CIVIL CURB RAMP PLAN AND DETAILS 48 BT120-CRY106 0 CIVIL TYPICAL SECTIONS LAKE AVE S AND RAINIER AND LAKE DRIVEWAY 115 BT120-CRD111 0 CIVIL CURB RAMP PLAN AND DETAILS EROISION AND SEDIMENT CONTROL 116 BT120-CRD112 0 CIVIL CURB RAMP PLAN AND DETAILS 49 BT120-CTP100 0 CIVIL TESC PLAN AREA PLAN AND GENERAL NOTES 117 BT120-CRD113 0 CIVIL CURB RAMP PLAN AND DETAILS 50 BT120-CTP101 0 CIVIL TESC PLAN RAINIER STA 200+00 TO RAINER STA 204+00 118 BT120-CRD114 0 CIVIL CURB RAMP PLAN AND DETAILS 51 BT120-CTP102 0 CIVIL TESC PLAN RAINER STA 204+00 TO RAINIER STA 208+50 119 BT120-CRD115 0 CIVIL CURB RAMP PLAN AND DETAILS 52 BT120-CTP103 0 CIVIL TESC PLAN RAINIER STA 208+50 TO RAINIER STA 212+42.13 120 BT120-CRD116 0 CIVIL CURB RAMP PLAN AND DETAILS 53 BT120-CTP104 0 CIVIL TESC PLAN GRADY STA 151+00 TO GRADY STA 156+50 121 BT120-CRD117 0 CIVIL CURB RAMP PLAN AND DETAILS 54 BT120-CTP105 0 CIVIL TESC PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 122 BT120-CRD118 0 CIVIL CURB RAMP PLAN AND DETAILS 55 BT120-CTP106 0 CIVIL TESC PLAN LAKE STA 401+50 TO LAKE STA 405+50 123 BT120-CRD119 0 CIVIL CURB RAMP PLAN AND DETAILS 56 BT120-CTP201 0 CIVIL TESC PLAN S RENTON TRANSIT CENTER 124 BT120-CRD120 0 CIVIL PAVING DETAILS 57 BT120-CTP202 0 CIVIL TESC PLAN S RENTON TRANSIT CENTER 125 BT120-CRD121 0 CIVIL PAVING DETAILS 58 BT120-CTP203 0 CIVIL TESC PLAN S RENTON TRANSIT CENTER 126 BT120-CRD122 0 CIVIL PAVING DETAILS 59 BT120-CTP204 0 CIVIL TESC PLAN S RENTON TRANSIT CENTER 127 BT120-CRD123 0 CIVIL PAVING DETAILS 60 BT120-CTP205 0 CIVIL TESC PLAN S RENTON TRANSIT CENTER 128 BT120-CRD124 0 CIVIL PAVING DETAILS 61 BT120-CTN101 0 CIVIL STANDARD TESC NOTES I R-4332251 DEVELOPMENT ENGINEERING msippo 11 /25/2025 %3;100 1 62 BT120-CTD101 0 CIVIL STANDARD TESC DETAILS 63 BT120-CTD102 0 CIVIL STANDARD TESC DETAILS U O DESIGNED BY: SCALE: STRIDE BUS RAPID TRANSIT DRAWING No.: — U E. GOLLER ���TH s��� Q J NTS BT120-GZ1001 Q DRAWN BY: �C�� °y ; �I��ryy frRIDE- U FILENAME: SOUTH RENTON TRANSIT CENTER ��� o� co co co z E. GOLLER w r z `��, w -i S1-BT120-GZ1001-006 BT105 FACILITY ID: 66 � CHECKED BY: o 3 �' BRT General Engineering Consultont z u- CONTRACT No.: BT120 —0 �, 5355 9 wW SOUNDTiMNSIT GENERAL L. GILBERT GISTS �� RTA/CN 0205-24 SHEET No.: REV: 0 12/10/2024 EDG LDG JKH ISSUED FOR BID APPROVED BY: SSIONAL S SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: INDEX OF DRAWINGS o 002 0 N b No. I DATE DSN CHK APP REVISION J. HARPER 12/06/2024 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 Xrefs: xBRT-CUD05- xS1-BT120-G2 GB-SEAL-JKH N co 0 0 0 o_ N C� 0 N m 0 N Q0 co 0 r) U Lu X a U7 X Lu I LU W °6 x CO a I U) U7 U m O a CN Z_ N ap Y O 04 N SOUTH RENTON TRANSIT CENTER - BOOK 1 OF 3 co SHT. No. I DWG. No. REV I TITLE SHT. No. I DWG. No. REV I TITLE N T CIVIL CONT'D CIVIL (CONT'D) N O O ROADWAY (CONT'D) ILLUMINATION N 129 BT120-CRD125 0 CIVIL FENCE DETAILS 186 BT120-CLN101 0 CIVIL ILLUMINATION PLAN LEGEND C) 130 BT120-CRD126 0 CIVIL FENCE GATE DETAIL 187 BT120-CLP100 0 CIVIL ILLUMINATION PLAN AREA PLAN AND GENERAL NOTES 131 BT120-CRD127 0 CIVIL STEEL PICKET VEHICLE GATE DETAIL 188 BT120-CLP102 0 CIVIL ILLUMINATION PLAN RAINIER STA 204+00 TO RAINIER STA 208+50 132 BT120-CRD128 0 CIVIL WHEEL STOP DETAIL 189 BT120-CLP104 0 CIVIL ILLUMINATION PLAN GRADY STA 151+00 TO GRADY STA 156+50 133 BT120-CRD129 0 CIVIL ROADWAY BOLLARD TYPE 1 DETAIL 190 BT120-CLP105 0 CIVIL ILLUMINATION PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 PAVEMENT MARKING 191 BT120-CLP106 0 CIVIL ILLUMINATION PLAN LAKE STA 401+50 TO LAKE STA 405+50 134 BT120-CMP100 0 CIVIL CHANNELIZATION AND SIGNING PLAN AREA PLAN AND GENERAL NOTES 192 BT120-CLP201 0 CIVIL ILLUMINATION PLAN S RENTON TRANSIT CENTER 135 BT120-CMP101 0 CIVIL CHANNELIZATION AND SIGNING PLAN RAINIER STA 200+00 TO RAINIER STA 204+00 193 BT120-CLP202 0 CIVIL ILLUMINATION PLAN S RENTON TRANSIT CENTER LO 136 BT120-CMP102 0 CIVIL CHANNELIZATION AND SIGNING PLAN RAINIER STA 204+00 TO RAINIER STA 208+50 194 BT120-CLP203 0 CIVIL ILLUMINATION PLAN S RENTON TRANSIT CENTER O O 137 BT120-CMP103 0 CIVIL CHANNELIZATION AND SIGNING PLAN RAINIER STA 208+50 TO RAINIER STA 212+42.13 195 BT120-CLP204 0 CIVIL ILLUMINATION PLAN S RENTON TRANSIT CENTER O 138 BT120-CMP104 0 CIVIL CHANNELIZATION AND SIGNING PLAN GRADY STA 151+00 TO GRADY STA 156+50 196 BT120-CLP205 0 CIVIL ILLUMINATION PLAN S RENTON TRANSIT CENTER O O 139 BT120-CMP105 0 CIVIL CHANNELIZATION AND SIGNING PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 197 BT120-CLS101 0 CIVIL ILLUMINATION SCHEDULES r 140 BT120-CMP106 0 CIVIL CHANNELIZATION AND SIGNING PLAN LAKE STA 401+50 TO LAKE STA 405+50 198 BT120-CLS102 0 CIVIL ILLUMINATION SCHEDULES N 141 BT120-CMP107 0 CIVIL CHANNELIZATION AND SIGNING PLAN LAKE STA 405+50 TO LAKE STA 408+28.91 199 BT120-CLS103 0 CIVIL ILLUMINATION SCHEDULES 142 BT120-CMP201 0 CIVIL CHANNELIZATION AND SIGNING PLAN S RENTON TRANSIT CENTER UTILITIES 143 BT120-CMP202 0 CIVIL CHANNELIZATION AND SIGNING PLAN S RENTON TRANSIT CENTER 144 BT120-CMP203 0 CIVIL CHANNELIZATION AND SIGNING PLAN S RENTON TRANSIT CENTER 200 BT120-UCP100 0 UTILITIES DEMO PLAN AREA PLAN AND GENERAL NOTES 145 BT120-CMP204 0 CIVIL CHANNELIZATION AND SIGNING PLAN S RENTON TRANSIT CENTER 201 BT120-UCP102 0 UTILITIES DEMO PLAN RAINIER STA 204+00 TO RAINIER STA 208+50 146 BT120-CMP205 0 CIVIL CHANNELIZATION AND SIGNING PLAN S RENTON TRANSIT CENTER 202 BT120-UCP104 0 UTILITIES DEMO PLAN GRADY STA 151+00 TO GRADY STA 156+50 147 BT120-CMS101 0 CIVIL SIGN SCHEDULE PROPOSED 203 BT120-UCP105 0 UTILITIES DEMO PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 148 BT120-CMS102 0 CIVIL SIGN SCHEDULE PROPOSED 204 BT120-UCP106 0 UTILITIES DEMO PLAN LAKE STA 401+50 TO LAKE STA 405+50 149 BT120-CMS103 0 CIVIL SIGN SCHEDULE PROPOSED 205 BT120-UCP201 0 UTILITIES DEMO PLAN S RENTON TRANSIT CENTER 150 BT120-CMS104 0 CIVIL CHANNELIZATION DETAILS 206 BT120-UCP202 0 UTILITIES DEMO PLAN S RENTON TRANSIT CENTER 151 BT120-CMD101 0 CIVIL SIGN DETAILS 207 BT120-UCP203 0 UTILITIES DEMO PLAN S RENTON TRANSIT CENTER 152 BT120-CMD102 0 CIVIL SIGN DETAILS 208 BT120-UCP204 0 UTILITIES DEMO PLAN S RENTON TRANSIT CENTER 153 BT120-CMD103 0 CIVIL SIGN DETAILS 209 BT120-UCP205 0 UTILITIES DEMO PLAN S RENTON TRANSIT CENTER 154 BT120-CMD104 0 CIVIL CHANNELIZATION DETAILS 210 BT120-UWP100 0 UTILITIES WATER PLANS AREA PLAN AND GENERAL NOTES 155 BT120-CMD105 0 CIVIL CHANNELIZATION DETAILS 211 BT120-UWP101 0 UTILITIES WATER PLANS RAINIER STA 200+00 TO RAINIER STA 204+00 156 BT120-CMD106 0 CIVIL CHANNELIZATION DETAILS 212 BT120-UWP102 0 UTILITIES WATER PLANS RAINIER STA 204+00 TO RAINIER STA 208+50 157 BT120-CMD107 0 CIVIL CHANNELIZATION DETAILS 213 BT120-UWP104 0 UTILITIES WATER PLANS GRADY STA 151+00 TO GRADY STA 156+50 GRADING 214 BT120-UWP105 0 UTILITIES WATER PLANS GRADY STA 156+50 TO GRADY STA 160+46.15 158 BT120-CGP101 0 CIVIL GRADING PLAN RAINIER/HARDIE INTERSECTION 215 BT120-UWP106 0 UTILITIES WATER PLAN LAKE STA 401+50 TO LAKE STA 405+50 159 BT120-CGP102 0 CIVIL GRADING PLAN BEB CHARGING, GENERATOR & DUMPSTER LOCATIONS 216 BT120-UWP201 0 UTILITIES WATER PLANS S RENTON TRANSIT CENTER 160 BT120-CGP103 0 CIVIL GRADING PLAN TRANSIT CENTER 217 BT120-UWP202 0 UTILITIES WATER PLANS S RENTON TRANSIT CENTER 161 BT120-CGS101 0 CIVIL GRADING PLAN POINT TABLES 218 BT120-UWP203 0 UTILITIES WATER PLAN S RENTON TRANSIT CENTER 162 BT120-CGS102 1 0 1 CIVIL GRADING PLAN POINT TABLES 219 BT120-UWP204 0 UTILITIES WATER PLAN S RENTON TRANSIT CENTER DRAINAGE 220 BT120-UWP205 0 UTILITIES WATER PLAN S RENTON TRANSIT CENTER 163 BT120-CDP100 0 CIVIL DRAINAGE PLAN AREA PLAN AND GENERAL NOTES 221 BT120-UWV101 0 UTILITIES WATER PROFILE S RENTON TRANSIT CENTER 164 BT120-CDP102 0 CIVIL DRAINAGE PLAN RAINIER STA 204+00 TO RAINIER STA 208+50 222 BT120-UWV102 0 UTILITIES WATER PROFILE S RENTON TRANSIT CENTER 165 BT120-CDP104 0 CIVIL DRAINAGE PLAN GRADY STA 151+00 TO GRADY STA 156+50 223 BT120-UWV103 0 UTILITIES WATER PROFILE S RENTON TRANSIT CENTER 166 BT120-CDP105 0 CIVIL DRAINAGE PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 224 BT120-UWV104 0 UTILITIES WATER PROFILE S RENTON TRANSIT CENTER 167 BT120-CDP106 0 CIVIL DRAINAGE PLAN LAKE STA 401+50 TO LAKE STA 405+50 225 BT120-UWV105 0 UTILITIES WATER PROFILE S RENTON TRANSIT CENTER 168 BT120-CDP201 0 CIVIL DRAINAGE PLAN S RENTON TRANSIT CENTER 226 BT120-UWD101 0 UTILITIES WATER DETAILS S RENTON TRANSIT CENTER 169 BT120-CDP202 0 CIVIL DRAINAGE PLAN S RENTON TRANSIT CENTER 227 BT120-USP100 0 UTILITIES SEWER PLAN AREA PLAN AND GENERAL NOTES 170 BT120-CDP203 0 CIVIL DRAINAGE PLAN S RENTON TRANSIT CENTER 228 BT120-USP102 0 UTILITIES SEWER PLAN RAINIER STA 204+00 TO RAINIER STA 208+50 171 BT120-CDP204 0 CIVIL DRAINAGE PLAN S RENTON TRANSIT CENTER 229 BT120-USP104 0 UTILITIES SEWER PLAN GRADY STA 151+00 TO GRADY STA 156+50 172 BT120-CDP205 0 CIVIL DRAINAGE PLAN S RENTON TRANSIT CENTER 230 BT120-USP105 0 UTILITIES SEWER PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 173 BT120-CDV201 0 CIVIL DRAINAGE PROFILE S RENTON TRANSIT CENTER 231 BT120-USP201 0 UTILITIES SEWER PLAN S RENTON TRANSIT CENTER 174 BT120-CDV202 0 CIVIL DRAINAGE PROFILE S RENTON TRANSIT CENTER 232 BT120-USP202 0 UTILITIES SEWER PLAN S RENTON TRANSIT CENTER 175 BT120-CDV203 0 CIVIL DRAINAGE PROFILE S RENTON TRANSIT CENTER 233 BT120-USP203 0 UTILITIES SEWER PLAN S RENTON TRANSIT CENTER 176 BT120-CDV204 0 CIVIL DRAINAGE PROFILE S RENTON TRANSIT CENTER 234 BT120-USP204 0 UTILITIES SEWER PLAN S RENTON TRANSIT CENTER 177 BT120-CDV205 0 CIVIL DRAINAGE PROFILE S RENTON TRANSIT CENTER 235 BT120-USP205 0 UTILITIES SEWER PLAN S RENTON TRANSIT CENTER 178 BT120-CDV206 0 CIVIL DRAINAGE PROFILE S RENTON TRANSIT CENTER 236 BT120-USV101 0 UTILITIES SEWER PROFILE S RENTON TRANSIT CENTER 179 BT120-CDV207 0 CIVIL DRAINAGE PROFILE 237 BT120-USV102 0 UTILITIES SEWER PROFILE S RENTON TRANSIT CENTER 180 BT120-CDD501 0 CIVIL DRAINAGE DETAILS 181 BT120-CDD502 0 CIVIL DRAINAGE DETAILS 182 BT120-CDD503 0 CIVIL DRAINAGE DETAILS 183 BT120-CDD504 0 CIVIL DRAINAGE DETAILS 184 BT120-CDD505 0 CIVIL DRAINAGE DETAILS 185 BT120-CDD506 0 CIVIL DRAINAGE DETAILS R-4332252 DEVELOPMENT ENGINEERING msippo 11 /25/2025 (DI DESIGNED BY: SCALE: DRAWING No.: E. GOLLER ���THs��� Q J NTs STRIDE BUS RAPID TRANSIT DRAWN BY: �C�� ; �I��ryy U FILENAME: SOUTH RENTON TRANSIT CENTER BT120-GZ1002 co co E. GOLLER w � z `��, rRIDE I w � IS1-BT120-GZ1001-006 BT105 FACILITY ID: CHECKED BY: o BRT General Engineering Consultont zLL CONTRACT No.: BT120 5355 9 wW SOUNDTRANSIT RTA/C N 0205-24 GENERAL L. GILBERT GISTS �� SHEET No.: REV: 0 12/10/2024 EDG LDG JKH ISSUED FOR BID APPROVED BY: SSIONAL SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: INDEX OF DRAWINGS No. DATE DSN ICHK IAPP IREVISION I J. HARPER 12/06/2024 R. PARGAS 12/10/2024 1 J. ALTCHECH 12/10/2024 12/10/2024 003 0 M M N O O O N Q J Xrefs: xBRT-CUD05- xS1-BT120-G2 N co co W 0 0 0 o_ N C� 0 N m 0 N Q0 co 0 0 U Lu X a U7 w I w W °6 x CO a I U) U7 U m O a � z N ap Y O o N SOUTH RENTON TRANSIT CENTER - BOOK 1 OF 3 SHT. No. DWG. No. REV TITLE SHT. No. DWG. No. REV TITLE TRAFFIC LANDSCAPE (CONT'D) SIGNALS PLANTING 238 BT120-TSN101 0 TRAFFIC SIGNAL LEGEND 294 BT120-LPP100 0 LANDSCAPE PLANTING PLAN AREA PLAN AND GENERAL NOTES 239 BT120-TSD101 0 TRAFFIC SIGNALIZATION DETAILS HARDIE AVE SW & RAINIER AVE S 295 BT120-LPP101 0 LANDSCAPE PLANTING PLAN RAINIER STA 200+00 TO RAINIER STA 204+00 240 BT120-TSD102 0 TRAFFIC SIGNAL DETAILS HARDIE AVE SW & RAINIER AVE S 296 BT120-LPP102 0 LANDSCAPE PLANTING PLAN RAINIER STA 204+00 TO RAINIER STA 208+50 241 BT120-TSS101 0 TRAFFIC SIGNAL SCHEDULES HARDIE AVE SW & RAINIER AVE S 297 BT120-LPP103 0 LANDSCAPE PLANTING PLAN RAINIER STA 208+50 TO RAINIER STA 212+42.13 242 BT120-TSS102 0 TRAFFIC SIGNAL SCHEDULES HARDIE AVE SW & RAINIER AVE S 298 BT120-LPP104 0 LANDSCAPE PLANTING PLAN GRADY STA 151+00 TO GRADY STA 156+50 243 BT120-TSS103 0 TRAFFIC SIGNAL SCHEDULES HARDIE AVE SW & RAINIER AVE S 299 BT120-LPP105 0 LANDSCAPE PLANTING PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 244 BT120-TSS104 0 TRAFFIC SIGNAL SCHEDULES HARDIE AVE SW & RAINIER AVE S 300 BT120-LPP106 0 LANDSCAPE PLANTING PLAN LAKE STA 401+50 TO LAKE STA 405+50 245 BT120-TSD103 0 TRAFFIC SIGNAL DETAILS S GRADY WAY & LAKE AVE S 301 BT120-LPP201 0 LANDSCAPE PLANTING PLAN S RENTON TRANSIT CENTER 246 BT120-TSS105 0 TRAFFIC SIGNAL SCHEDULES S GRADY WAY & LAKE AVE S 302 BT120-LPP202 0 LANDSCAPE PLANTING PLAN S RENTON TRANSIT CENTER 247 BT120-TSS106 0 TRAFFIC SIGNAL SCHEDULES S GRADY WAY & LAKE AVE S 303 BT120-LPP203 0 LANDSCAPE PLANTING PLAN S RENTON TRANSIT CENTER 248 BT120-TSD104 0 TRAFFIC SIGNALIZATION DETAILS RAINIER AVE S & S GRADY WAY 304 BT120-LPP204 0 LANDSCAPE PLANTING PLAN S RENTON TRANSIT CENTER MAINTENANCE OF TRAFFIC 305 BT120-LPP205 0 LANDSCAPE PLANTING PLAN S RENTON TRANSIT CENTER 249 BT120-TMN101 0 TRAFFIC CONTROL NOTES 306 BT120-LPS101 0 LANDSCAPE PLANTING SCHEDULE LEGEND, NOTES & ABBREVIATIONS 250 BT120-TMP101 0 TRAFFIC CONTROL PLAN RAINIER AVE S 307 BT120-LPD101 0 LANDSCAPE PLANTING DETAILS 251 BT120-TMP102 0 TRAFFIC CONTROL PLAN RAINIER AVE S IRRIGATION 252 BT120-TMP103 0 TRAFFIC CONTROL PLAN RAINIER AVE S 308 BT120-LRP100 0 LANDSCAPE IRRIGATION PLAN AREA PLAN AND GENERAL NOTES 253 BT120-TMP104 0 TRAFFIC CONTROL PLAN RAINIER AVE S 309 BT120-LRN101 0 LANDSCAPE IRRIGATION NOTES S RENTON TRANSIT CENTER 254 BT120-TMP105 0 TRAFFIC CONTROL PLAN LAKE AVE S 310 BT120-LRP101 0 LANDSCAPE IRRIGATION PLAN RAINIER STA 200+00 TO RAINIER STA 204+00 255 BT120-TMP106 0 TRAFFIC CONTROL PLAN LAKE AVE S 311 BT120-LRP102 0 LANDSCAPE IRRIGATION PLAN RAINIER STA 204+00 TO RAINIER STA 208+50 256 BT120-TMP107 0 TRAFFIC CONTROL PLAN S GRADY WAY 312 BT120-LRP103 0 LANDSCAPE IRRIGATION PLAN RAINIER STA 208+50 TO RAINIER STA 212+42.13 257 BT120-TMP108 0 TRAFFIC CONTROL PLAN S GRADY WAY 313 BT120-LRP104 0 LANDSCAPE IRRIGATION PLAN GRADY STA 151+00 TO GRADY STA 156+50 258 BT120-TMP109 0 TRAFFIC CONTROL PLAN S GRADY WAY 314 BT120-LRP105 0 LANDSCAPE IRRIGATION PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 259 BT120-TMP110 0 TRAFFIC CONTROL PLAN S GRADY WAY 315 BT120-LRP106 0 LANDSCAPE IRRIGATION PLAN LAKE STA 401+50 TO LAKE STA 405+50 260 BT120-TMP111 0 TRAFFIC CONTROL PLAN S GRADY WAY 316 BT120-LRP201 0 LANDSCAPE IRRIGATION PLAN S RENTON TRANSIT CENTER 261 BT120-TMP112 0 TRAFFIC CONTROL PLAN S GRADY WAY 317 BT120-LRP202 0 LANDSCAPE IRRIGATION PLAN S RENTON TRANSIT CENTER 262 BT120-TMP113 0 TRAFFIC CONTROL PLAN S GRADY WAY 318 BT120-LRP203 0 LANDSCAPE IRRIGATION PLAN S RENTON TRANSIT CENTER 263 BT120-TMP114 0 TRAFFIC CONTROL PLAN S GRADY WAY 319 BT120-LRP204 0 LANDSCAPE IRRIGATION PLAN S RENTON TRANSIT CENTER 264 BT120-TMP115 0 TRAFFIC CONTROL PLAN S GRADY WAY 320 BT120-LRP205 0 LANDSCAPE IRRIGATION PLAN S RENTON TRANSIT CENTER 265 BT120-TDP101 0 TRAFFIC DETOUR PLAN S GRADY WAY 321 BT120-LRD101 0 LANDSCAPE IRRIGATION PLAN S RENTON TRANSIT CENTER ITS 322 BT120-LRD102 0 LANDSCAPE IRRIGATION DETAILS S RENTON TRANSIT CENTER 266 BT120-TIP101 0 TRAFFIC INTELLIGENT TRANSPORTATION SYSTEMS PLAN RAINIER AVE S & HARDIE AVE SW 323 BT120-LRD103 0 LANDSCAPE IRRIGATION DETAILS S RENTON TRANSIT CENTER 267 BT120-TID101 0 TRAFFIC INTELLIGENT TRANSPORTATION SYSTEMS DETAILS RAINIER AVE S & HARDIE AVE SW TREE INVENTORY AND PROTECTION 268 BT120-TID102 1 0 1 TRAFFIC INTELLIGENT TRANSPORTATION SYSTEMS DETAILS RAINIER AVE S & HARDIE AVE SW 324 BT120-LTS101 0 LANDSCAPE TREE INVENTORY TABLE STRUCTURAL 325 BT120-LTD101 0 LANDSCAPE TREE PROTECTION DETAILS ELECTRICAL 269 BT120-SWP101 0 STRUCTURAL RETAINING WALL PLAN AND PROFILE 270 BT120-SWP102 0 STRUCTURAL RETAINING WALL PLAN AND PROFILE 326 BT120-ESP204 0 ELECTRICAL SITE PLAN - YARD TO GANTRY S RENTON TRANSIT CENTER LANDSCAPE 327 BT120-ESV201 0 ELECTRICAL DUCT BANK PROFILES S. RENTON TRANSIT CENTER 328 BT120-EPD120 1 0 1 ELECTRICAL DETAILS S RENTON TRANSIT CENTER HARDSCAPE SYSTEMS 271 BT120-LHP100 0 LANDSCAPE HARDSCAPE PLAN AREA PLAN AND GENERAL NOTES 272 BT120-LHP102 0 LANDSCAPE HARDSCAPE PLAN BURIEN TC COMMUNICATION 273 BT120-LHP104 0 LANDSCAPE HARDSCAPE PLAN GRADY STA 151+00 TO GRADY STA 156+50 329 BT120-JCN201 0 SYSTEMS COMMUNICATION - LEGEND 274 BT120-LHP105 0 LANDSCAPE HARDSCAPE PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 330 BT120-JCP100 0 SYSTEMS SITE COMMUNICATIONS AREA PLAN 275 BT120-LHP106 0 LANDSCAPE HARDSCAPE PLAN BURIEN TRANSIT CENTER 331 BT120-JCP104 0 SYSTEMS SITE COMMUNICATIONS GRADY STA 151+00 TO GRADY STA 156+50 276 BT120-LHP201 0 LANDSCAPE HARDSCAPE PLAN S RENTON TRANSIT CENTER 332 BT120-JCP105 0 SYSTEMS SITE COMMUNICATIONS GRADY STA 156+50 TO GRADY STA 160+46.15 277 BT120-LHP202 0 LANDSCAPE HARDSCAPE PLAN S RENTON TRANSIT CENTER 333 BT120-JCP106 0 SYSTEMS SITE COMMUNICATIONS LAKE STA 401+50 TO LAKE STA 405+50 278 BT120-LHP203 0 LANDSCAPE HARDSCAPE PLAN S RENTON TRANSIT CENTER 334 BT120-JCP201 0 SYSTEMS SITE COMMUNICATION PLAN S RENTON TRANSIT CENTER 279 BT120-LHP204 0 LANDSCAPE HARDSCAPE PLAN S RENTON TRANSIT CENTER 335 BT120-JCP202 0 SYSTEMS SITE COMMUNICATION PLAN S RENTON TRANSIT CENTER 280 BT120-LHP205 0 LANDSCAPE HARDSCAPE PLAN S RENTON TRANSIT CENTER 336 BT120-JCP203 0 SYSTEMS SITE COMMUNICATION PLAN S RENTON TRANSIT CENTER 281 BT120-LHS101 0 LANDSCAPE HARDSCAPE PLAN WALL POINT TABLES 337 BT120-JCP204 0 SYSTEMS SITE COMMUNICATION PLAN S RENTON TRANSIT CENTER 282 BT120-LHS102 0 LANDSCAPE HARDSCAPE BOULDER AND COBBLE POINT TABLES 338 BT120-JCP205 0 SYSTEMS SITE COMMUNICATION PLAN S RENTON TRANSIT CENTER 283 BT120-LHS103 0 LANDSCAPE HARDSCAPE BOULDER AND COBBLE POINT TABLES 339 BT120-JCD201 0 SYSTEMS COMMUNICATION DETAILS 284 BT120-LHS104 0 LANDSCAPE HARDSCAPE DETAILS CURVE TABLES 340 BT120-JCD202 0 SYSTEMS COMMUNICATION DETAILS 285 BT120-LHD101 0 LANDSCAPE HARDSCAPE DETAILS 341 BT120-JCD203 0 SYSTEMS COMMUNICATIONS DETAIL 286 BT120-LHD102 0 LANDSCAPE HARDSCAPE DETAILS 342 BT120-JFS201 0 SYSTEMS COMMUNICATION ONELINE DIAGRAM 287 BT120-LHD103 0 LANDSCAPE HARDSCAPE DETAILS 343 BT120-JFS202 0 SYSTEMS COMMUNICATION ONELINE DIAGRAM 288 BT120-LHD104 0 LANDSCAPE HARDSCAPE DETAILS 344 BT120-JFS203 0 SYSTEMS COMMUNICATION ONELINE DIAGRAM 289 BT120-LHD105 0 LANDSCAPE HARDSCAPE DETAILS R-4332253 DEVELOPMENT ENGINEERING msippo 11 /25/2025 290 BT120-LHD106 0 LANDSCAPE HARDSCAPE DETAILS 291 BT120-LHD107 0 LANDSCAPE HARDSCAPE DETAILS 292 BT120-LHD108 0 LANDSCAPE HARDSCAPE DETAILS 293 BT120-LHD109 0 LANDSCAPE HARDSCAPE DETAILS DESIGNED BY: E. GOLLER ���THs��� �C�� rz,; �I��ryy w z `��, o �, 5355 9 wW GISTS �� SSIONAL 12/06/2024 rRIDEU BRT General Engineering Consultont Q J co co w zLL SOUNDTRANSIT SCALE: NTS STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 GENERAL INDEX OF DRAWINGS DRAWING No.: BT120-GZ1003 DRAWN BY: E. GOLLER FILENAME: S1-BT120-GZ1001-006 FACILITY ID: BT120 CHECKED BY: L. GILBERT CONTRACT No.: RTA/C N 0205-24 SHEET No.: REV: 004 0 0 12/10/2024 EDG LDG JKH ISSUED FOR BID APPROVED BY: J. HARPER SUBMITTED BY: R. PARGAS DATE: 112/10/2024 REVIEWED BY: J. ALTCHECH DATE: 112/10/2024 DATE: 12/10/2024 No. DATE DSN CHK APP REVISION co N T N CD N U O� O O O O 1 co co N O O O N Q J Xrefs: xBRT-CUD05- xS1-BT120-G2 GB-SEAL-JKH N co 0 0 0 o_ N C� 0 N m 0 N Q0 co 0 0 U Lu x Q U7 X Lu I CD Lu Lu °6 x CO a U) U7 U m _o Q? � z N ap Y —o o n N U SOUTH RENTON TRANSIT CENTER - BOOK 2 OF 3 co SHT. No. DWG. No. REV TITLE SHT. No. DWG. No. REV TITLE N T GENERAL STRUCTURAL (CONT'D) NO O 1 BT120-GZT001 0 GENERAL COVER SHEET 396 BT120-SGD163 0 STRUCTURE PLANS AND ELEVATIONS PARATRANSIT SHELTER 1 ql- N 2 BT120-GZ1001 0 GENERAL INDEX OF DRAWINGS 397 BT120-SGD164 0 STRUCTURE SECTIONS AND DETAILS PARATRANSIT SHELTER 2 () 3 BT120-GZ1002 0 GENERAL INDEX OF DRAWINGS ARCHITECTURAL 4 BT120-GZ1003 0 GENERAL INDEX OF DRAWINGS 5 BT120-GZ1004 0 GENERAL INDEX OF DRAWINGS 398 BT120-AZN001 0 ARCHITECTURE MATERIAL ABBREVIATIONS TRANSIT CENTER 6 BT120-GZ1005 0 GENERAL INDEX OF DRAWINGS 399 BT120-ASP201 0 ARCHITECTURE SITE PLAN TRANSIT CENTER 7 BT120-GZ1006 0 GENERAL INDEX OF DRAWINGS 400 BT120-ASZ201 0 ARCHITECTURE LIFE SAFETY PLAN AND CODE INFORMATION TRANSIT CENTER 8 BT120-GZ1701 0 GENERAL INDEX OF DRAWINGS SR 167 401 BT120-APP211 0 ARCHITECTURE OVERALL PLAN PLATFORM 9 BT120-GZK000 0 GENERAL PROJECT LOCATION ID PLAN 402 BT120-APP212 0 ARCHITECTURE PLATFORM PLAN PLATFORM - SECTOR A LO 10 BT120-GZKO01 0 GENERAL KEY PLAN 403 BT120-APP213 0 ARCHITECTURE PLATFORM PLAN PLATFORM - SECTOR B O O 11 BT120-GZN001 0 GENERAL ABBREVIATIONS 404 BT120-APP214 0 ARCHITECTURE PLATFORM PLAN PLATFORM - SECTOR C O 12 BT120-GZN002 0 GENERAL ABBREVIATIONS 405 BT120-APP215 0 ARCHITECTURE PLATFORM PLAN PLATFORM - SECTOR D (D O 13 BT120-GZN003 0 GENERAL ABBREVIATIONS 406 BT120-APP216 0 ARCHITECTURE ENLARGED SHELTER PLANS PLATFORM - SECTOR D r 14 BT120-GZN004 0 GENERAL ABBREVIATIONS 407 BT120-ARP311 0 ARCHITECTURE OVERALL ROOF PLAN PLATFORM N 15 BT120-GZN005 0 GENERAL ABBREVIATIONS 408 BT120-ARP312 0 ARCHITECTURE ENLARGED PLATFORM ROOF PLAN PLATFORM - SECTOR A 16 BT120-GZN006 0 GENERAL SYMBOLS AND LEGEND 409 BT120-ARP313 0 ARCHITECTURE ENLARGED PLATFORM ROOF PLAN PLATFORM - SECTOR B 17 BT120-GZN007 0 GENERAL SYMBOLS AND LEGEND 410 BT120-ARP314 0 ARCHITECTURE ENLARGED PLATFORM ROOF PLAN PLATFORM - SECTOR C STRUCTURAL 411 BT120-APD101 0 ARCHITECTURE ENLARGED PLATFORM PLANS & ELEVATION PLATFORM 412 BT120-ANP211 0 ARCHITECTURE OVERALL SIGNAGE PLAN PLATFORM 345 BT120-SZN001 0 STRUCTURE GENERAL STRUCTURAL NOTES 413 BT120-ANP212 0 ARCHITECTURE SIGNAGE PLAN PLATFORM - SECTOR A 346 BT120-SZN002 0 STRUCTURE GENERAL STRUCTURAL NOTES 414 BT120-ANP213 0 ARCHITECTURE SIGNAGE PLAN PLATFORM - SECTOR B 347 BT120-SZN003 0 STRUCTURE GENERAL STRUCTURAL NOTES 415 BT120-ANP214 0 ARCHITECTURE SIGNAGE PLAN PLATFORM - SECTOR C 348 BT120-SZP001 0 STRUCTURE LOAD MAPS, DIAGRAMS, AND SCHEDULES 416 BT120-ANP215 0 ARCHITECTURE SIGNAGE PLAN PLATFORM - SECTOR D 349 BT120-SFP001 0 STRUCTURE OVERALL SITE PLAN 417 BT120-AEE811 0 ARCHITECTURE EXTERIOR ELEVATIONS PLATFORM - END 350 BT120-SFP212 0 STRUCTURE FOUNDATION PLAN CANOPY - SECTOR A 418 BT120-AEE812 0 ARCHITECTURE EXTERIOR ELEVATIONS PLATFORM - BUS BAY 1 351 BT120-SFP213 0 STRUCTURE FOUNDATION PLAN CANOPY - SECTOR B 419 BT120-AEE813 0 ARCHITECTURE EXTERIOR ELEVATIONS PLATFORM - BUS BAY 2 AND 8 352 BT120-SFP214 0 STRUCTURE FOUNDATION PLAN CANOPY - SECTOR C 420 BT120-AEE814 0 ARCHITECTURE EXTERIOR ELEVATIONS PLATFORM - BUS BAY 3 353 BT120-SFP215 0 STRUCTURE FOUNDATION PLAN CANOPY - SECTOR D 421 BT120-AEE815 0 ARCHITECTURE EXTERIOR ELEVATIONS PLATFORM - BUS BAY 6 AND 7 354 BT120-SFP221 0 STRUCTURE OVERALL FOUNDATION PLAN CORE FACILITY 422 BT120-AEE816 0 ARCHITECTURE EXTERIOR ELEVATIONS PLATFORM - BUS BAY 4 355 BT120-SFP231 0 STRUCTURE OVERALL FOUNDATION PLAN CHARGING GANTRY 423 BT120-AEX711 0 ARCHITECTURE CROSS SECTIONS PLATFORM 356 BT120-SFP241 0 STRUCTURE OVERALL FOUNDATION PLAN BEB EQUIPMENT YARD 424 BT120-AEX712 0 ARCHITECTURE LONGITUDINAL SECTIONS PLATFORM 357 BT120-SGP312 0 STRUCTURE LEVEL 2 FRAMING PLAN CANOPY - SECTOR A 425 BT120-AEX713 0 ARCHITECTURE SECTIONS PLATFORM 358 BT120-SGP313 0 STRUCTURE LEVEL 2 FRAMING PLAN CANOPY - SECTOR B 426 BT120-AEX714 0 ARCHITECTURE SHELTER SECTION & DETAILS PLATFORM 359 BT120-SGP314 0 STRUCTURE LEVEL 2 FRAMING PLAN CANOPY - SECTOR C 427 BT120-AED900 0 ARCHITECTURE CANOPY DETAILS PLATFORM 360 BT120-SGP321 0 STRUCTURE MISCELLANEOUS STEEL OVERALL FRAMING PLAN CORE FACILITY 428 BT120-AED901 0 ARCHITECTURE WINDSCREEN DETAILS PLATFORM 361 BT120-SGP331 0 STRUCTURE LEVEL 2 OVERALL FRAMING PLAN CHARGING GANTRY 429 BT120-AED902 0 ARCHITECTURE WINDSCREEN DETAILS PLATFORM 362 BT120-SGP341 0 STRUCTURE ROOF OVERALL FRAMING PLAN BEB EQUIPMENT YARD 430 BT120-AED903 0 ARCHITECTURE CONDUIT RACEWAY DETAILS PLATFORM 363 BT120-SGP421 0 STRUCTURE LOW ROOF OVERALL FRAMING PLAN CORE FACILITY 431 BT120-AED904 0 ARCHITECTURE CONDUIT RACEWAY DETAILS PLATFORM 364 BT120-SGP431 0 STRUCTURE LEVEL 3 OVERALL FRAMING PLAN CHARGING GANTRY 432 BT120-AED912 0 ARCHITECTURE CLERESTORY DETAILS PLATFORM 365 BT120-SGP521 0 STRUCTURE HIGH ROOF OVERALL FRAMING PLAN CORE FACILITY 433 BT120-AED914 0 ARCHITECTURE SIGNAGE DETAILS PLATFORM 366 BT120-SGE111 0 STRUCTURE FRAMING ELEVATIONS CANOPY 434 BT120-AED915 0 ARCHITECTURE SIGNAGE DETAILS PLATFORM 367 BT120-SGE121 0 STRUCTURE FRAMING ELEVATIONS CORE FACILITY 435 BT120-AED916 0 ARCHITECTURE CANOPY DETAILS - PLATFORM PLATFORM 368 BT120-SGE122 0 STRUCTURE FRAMING ELEVATIONS CORE FACILITY 436 BT120-ACP211 0 ARCHITECTURE REFLECTED CEILING PLAN PLATFORM 369 BT120-SGE123 0 STRUCTURE FRAMING ELEVATIONS CORE FACILITY 437 BT120-ACP212 0 ARCHITECTURE REFLECTED CEILING PLAN PLATFORM - SECTOR A 370 BT120-SGE124 0 STRUCTURE FRAMING ELEVATIONS CORE FACILITY 438 BT120-ACP213 0 ARCHITECTURE REFLECTED CEILING PLAN PLATFORM - SECTOR B 371 BT120-SGE131 0 STRUCTURE FRAMING ELEVATIONS CHARGING GANTRY 439 BT120-ACP214 0 ARCHITECTURE REFLECTED CEILING PLAN PLATFORM - SECTOR C 372 BT120-SGE141 0 STRUCTURE FRAMING ELEVATIONS BEB EQUIPMENT YARD 440 BT120-APP221 0 ARCHITECTURE FLOOR PLAN CORE FACILITY 373 BT120-SGY401 0 STRUCTURE TYPICAL FOUNDATION DETAILS 1 441 BT120-APD222 0 ARCHITECTURE ENLARGED FLOOR PLAN CORE FACILITY - SECTOR E 374 BT120-SGY402 0 STRUCTURE TYPICAL FOUNDATION DETAILS 2 442 BT120-APD223 0 ARCHITECTURE ENLARGED FLOOR PLAN CORE FACILITY - SECTOR F 375 BT120-SGY403 0 STRUCTURE TYPICAL FOUNDATION DETAILS 3 443 BT120-APD224 0 ARCHITECTURE ENLARGED FLOOR PLAN CORE FACILITY - SECTOR G 376 BT120-SGY404 0 STRUCTURE TYPICAL CONCRETE DETAILS 1 444 BT120-APD225 0 ARCHITECTURE ENLARGED FLOOR PLAN CORE FACILITY - SECTOR H 377 BT120-SGY405 0 STRUCTURE TYPICAL CONCRETE DETAILS 2 445 BT120-ARP321 0 ARCHITECTURE ROOF PLAN CORE FACILITY 378 BT120-SGY406 0 STRUCTURE TYPICAL STEEL COLUMN DETAILS 446 BT120-AEE821 0 ARCHITECTURE EXTERIOR ELEVATIONS CORE FACILITY 379 BT120-SGY407 0 STRUCTURE TYPICAL STEEL BEAM DETAILS 1 447 BT120-AEE822 0 ARCHITECTURE EXTERIOR ELEVATIONS CORE FACILITY 380 BT120-SGY408 0 STRUCTURE TYPICAL STEEL BEAM DETAILS 2 448 BT120-AIX721 0 ARCHITECTURE BUILDING SECTIONS I CORE FACILITY 381 BT120-SGY409 0 STRUCTURE TYPICAL STEEL BEAM DETAILS 3 449 BT120-AIX722 0 ARCHITECTURE BUILDING SECTIONS II CORE FACILITY 382 BT120-SGY410 0 STRUCTURE TYPICAL ROOF DECK DETAILS 450 BT120-AIX723 0 ARCHITECTURE BUILDING SECTIONS III CORE FACILITY 383 BT120-SGY411 0 STRUCTURE TYPICAL BRACED FRAME AND MOMENT FRAME DETAILS 1 451 BT120-AIX724 0 ARCHITECTURE BUILDING SECTIONS IV CORE FACILITY 384 BT120-SGY412 0 STRUCTURE TYPICAL BRACED FRAME AND MOMENT FRAME DETAILS 2 452 BT120-AIX725 0 ARCHITECTURE WALL SECTIONS I CORE FACILITY 385 BT120-SGD111 0 STRUCTURE SECTIONS AND DETAILS CANOPY 453 BT120-AIE821 0 ARCHITECTURE INTERIOR ELEVATIONS CORE FACILITY - SECURITY ROOM 386 BT120-SGD112 0 STRUCTURE SECTIONS AND DETAILS CANOPY 454 BT120-AIE822 0 ARCHITECTURE INTERIOR ELEVATIONS CORE FACILITY - LACTATION ROOM, JANITOR ROOM 387 BT120-SGD113 0 STRUCTURE SECTIONS AND DETAILS CANOPY 455 BT120-AIE823 0 ARCHITECTURE INTERIOR ELEVATIONS CORE FACILITY - COMFORT STATIONS 388 BT120-SGD121 0 STRUCTURE SECTIONS AND DETAILS CORE FACILITY 456 BT120-AIE824 0 ARCHITECTURE INTERIOR ELEVATIONS CORE FACILITY - COMFORT STATIONS 389 BT120-SGD122 0 STRUCTURE SECTIONS AND DETAILS CORE FACILITY 457 BT120-ACP221 0 ARCHITECTURE OVERALL REFLECTED CEILING PLAN CORE FACILITY 390 BT120-SGD123 0 STRUCTURE SECTIONS AND DETAILS CORE FACILITY 458 BT120-ACP222 0 ARCHITECTURE REFLECTED CEILING PLAN CORE FACILITY - SECURITY ROOM 391 BT120-SGD131 0 STRUCTURE SECTIONS AND DETAILS CHARGING GANTRY 459 BT120-ACP223 0 ARCHITECTURE REFLECTED CEILING PLAN CORE FACILITY - PUBLIC FACILITY 392 BT120-SGD132 0 STRUCTURE SECTIONS AND DETAILS CHARGING GANTRY 460 BT120-AED905 0 ARCHITECTURE MISC DETAILS CORE FACILITY 393 BT120-SGD133 0 STRUCTURE SECTIONS AND DETAILS CHARGING GANTRY 461 BT120-AED906 0 ARCHITECTURE EXTERIOR DETAILS CORE FACILITY R-4332254 394 BT120-SGD161 0 STRUCTURE SECTIONS AND DETAILS RETAINING WALL 462 BT120-AED907 0 ARCHITECTURE MISC DETAILS CORE FACILITY DEVELOPMENT 395 BT120-SGD162 0 STRUCTURE SECTIONS AND DETAILS WINDSCREEN 463 BT120-AED908 0 ARCHITECTURE MISC DETAILS CORE FACILITY TP 0 112/10/2024 1 EDG I LDG I JKH I ISSUED FOR BID No. I DATE I DSN I CHK I APP I REVISION DESIGNED BY: E. GOLLER oF WA,Sh �C �� I� DRAWN BY: E. GOLLER �' CHECKED BY: o 5355L. 9 wW SSIONAL APPROVED BY: J. HARPER SUBMITTED BY: 12/06/2024 1 R. PARGAS Q Q mw _.5r,qIDE co co Lu S,=) BRT General Engineering Consultant ZS SOUNDTRANSIT DATE: REVIEWED BY: DATE: 12/10/2024 1 J. ALTCHECH 12/10/2024 SCALE: NTS FILENAME: S1-BT120-GZ1001-006 CONTRACT No.: RTA/CN 0205-24 DATE: 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 GENERAL INDEX OF DRAWINGS 191XTlVIUIill Inill rem BT120-GZ1004 FACILITY ID: BT120 SHEET No.: REV: 005 0 M M N O O O N Q J Xrefs: xBRT-CUD05- xS1-BT120-G2 GB-SEAL-JKH N co 0 0 0 o_ N C� 0 N m 0 N Q0 co 0 0 U Lu x a U7 w I LU W °6 x CO a I U) U7 U m O a CN Z_ N ap Y O 04 N SOUTH RENTON TRANSIT CENTER - BOOK 2 OF 3 co SHT. No. DWG. No. REV TITLE SHT. No. DWG. No. REV TITLE N T ARCHITECTURAL (CONT'D) ELECTRICAL NO O 464 BT120-AED909 0 ARCHITECTURE PLANTER BOX DETAIL, MISC CORE FACILITY 520 BT120-EPNO01 0 ELECTRICAL SYMBOLS AND LEGEND N 465 BT120-AES910 0 ARCHITECTURE PARTITION TYPES CORE FACILITY 521 BT120-EPNO02 0 ELECTRICAL SYMBOLS AND LEGEND C) 466 BT120-AES911 0 ARCHITECTURE TRANSLUCENT WINDOW TYPES CORE FACILITY 522 BT120-EPNO03 0 ELECTRICAL GENERAL NOTES AND MOUNTING 467 BT120-AES912 0 ARCHITECTURE SCHEDULES CORE FACILITY 523 BT120-EPNO04 0 ELECTRICAL PROJECT KEYNOTE LIST 468 BT120-AID909 0 ARCHITECTURE DETAILS CORE FACILITY 524 BT120-ESP101 0 ELECTRICAL SITE PLAN SOUTH RENTON TRANSIT CENTER 469 BT120-APP231 0 ARCHITECTURE FLOOR PLAN GANTRY 525 BT120-ESP401 0 ELECTRICAL SITE PLAN - ENLARGED SOUTH RENTON TRANSIT CENTER 470 BT120-AEE831 0 ARCHITECTURE OVERALL EXTERIOR ELEVATIONS GANTRY 526 BT120-ELP211 0 ELECTRICAL LIGHTING PLAN - OVERALL CANOPY 471 BT120-AEE832 0 ARCHITECTURE EXTERIOR ELEVATIONS GANTRY 527 BT120-ELP212 0 ELECTRICAL LIGHTING PLAN - SECTOR A CANOPY 472 BT120-AEE833 0 ARCHITECTURE EXTERIOR ELEVATIONS GANTRY 528 BT120-ELP213 0 ELECTRICAL LIGHTING PLAN - SECTOR B CANOPY LO 473 BT120-AEE834 0 ARCHITECTURE EXTERIOR ELEVATIONS GANTRY 529 BT120-ELP214 0 ELECTRICAL LIGHTING PLAN - SECTOR C CANOPY O O 474 BT120-ACP231 0 ARCHITECTURE REFLECTED CEILING PLAN GANTRY 530 BT120-EPP211 0 ELECTRICAL POWER PLAN - CANOPY OVERALL CANOPY O 475 BT120-AED910 0 ARCHITECTURE GANTRY DETAILS GANTRY 531 BT120-EPP212 0 ELECTRICAL POWER PLAN - SECTOR A CANOPY O O 476 BT120-APP241 0 ARCHITECTURE FLOOR PLAN BEB EQUIPMENT YARD 532 BT120-EPP213 0 ELECTRICAL POWER PLAN - SECTOR B CANOPY r 477 BT120-ARP341 0 ARCHITECTURE ROOF PLAN BEB EQUIPMENT YARD 533 BT120-EPP214 0 ELECTRICAL POWER PLAN - SECTOR C CANOPY N 478 BT120-AEE841 0 ARCHITECTURE EXTERIOR ELEVATIONS BEB EQUIPMENT YARD 534 BT120-EPP215 0 ELECTRICAL POWER PLAN - SECTOR D CANOPY 479 BT120-ACP241 0 ARCHITECTURE REFLECTED CEILING PLAN BEB EQUIPMENT YARD 535 BT120-EPE212 0 ELECTRICAL POWER ELEVATION - SECTOR A CANOPY 480 BT120-AED913 0 ARCHITECTURE MISC DETAILS BEB EQUIPMENT YARD 536 BT120-EPE213 0 ELECTRICAL POWER ELEVATION - SECTOR B CANOPY 481 BT120-APP251 0 ARCHITECTURE FLOOR PLAN GENERATOR PAD 537 BT120-EPE214 0 ELECTRICAL POWER ELEVATION - SECTOR C CANOPY 482 BT120-AEE851 0 ARCHITECTURE EXTERIOR ELEVATIONS GENERATOR PAD 538 BT120-ELP221 0 ELECTRICAL LIGHTING PLAN - CORE FACILITY CORE FACILITY 483 BT120-APP261 0 ARCHITECTURE FLOOR PLAN REFUSE AND RECYCLING AREA 539 BT120-EPP221 0 ELECTRICAL POWER PLAN - CORE FACILITY CORE FACILITY 484 BT120-AEE861 0 ARCHITECTURE EXTERIOR ELEVATIONS REFUSE AND RECYCLING AREA 540 BT120-EPP222 0 ELECTRICAL POWER PLAN - SECTOR F CORE FACILITY 485 BT120-AID900 0 ARCHITECTURE DETAILS TRANSIT CENTER 541 BT120-EPP223 0 ELECTRICAL POWER PLAN - ENLARGED ELECTRICAL ROOM CORE FACILITY 486 BT120-AID901 0 ARCHITECTURE DETAILS TRANSIT CENTER 542 BT120-EPE221 0 ELECTRICAL POWER ELEVATIONS - ELECTRICAL ROOM CORE FACILITY 487 BT120-AID902 0 ARCHITECTURE DETAILS TRANSIT CENTER 543 BT120-ELP231 0 ELECTRICAL LIGHTING PLAN BEB CHARGING GANTRY 488 BT120-AID903 0 ARCHITECTURE DETAILS TRANSIT CENTER 544 BT120-EPP231 0 ELECTRICAL POWER PLAN AND GROUNDING PLAN BEB CHARGING GANTRY 489 BT120-AID904 0 ARCHITECTURE DETAILS TRANSIT CENTER 545 BT120-ELP241 0 ELECTRICAL LIGHTING PLAN BEB EQUIPMENT YARD 490 BT120-AID905 0 ARCHITECTURE DETAILS TRANSIT CENTER 546 BT120-EPP241 0 ELECTRICAL POWER PLAN BEB EQUIPMENT YARD 491 BT120-AID906 0 ARCHITECTURE DETAILS TRANSIT CENTER 547 BT120-EPP242 0 ELECTRICAL UNDERGROUND CONDUIT BEB EQUIPMENT YARD 492 BT120-AID907 0 ARCHITECTURE DETAILS TRANSIT CENTER 548 BT120-EGS101 0 ELECTRICAL GROUNDING DIAGRAM - SECTOR A CANOPY 493 BT120-AID908 0 ARCHITECTURE DETAILS TRANSIT CENTER 549 BT120-EGS102 0 ELECTRICAL GROUNDING DIAGRAM - CORE FACILITY CORE FACILITY 494 BT120-AID910 0 ARCHITECTURE DETAILS TRANSIT CENTER 550 BT120-EGS103 0 ELECTRICAL GROUNDING PLAN BEB CHARGING GANTRY 495 BT120-AID911 0 ARCHITECTURE DETAILS TRANSIT CENTER 551 BT120-EGS104 0 ELECTRICAL GROUNDING PLAN BEB EQUIPMENT YARD 496 BT120-AID912 0 ARCHITECTURE DETAILS TRANSIT CENTER 552 BT120-EPD101 0 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER 497 BT120-AID913 0 ARCHITECTURE DETAILS TRANSIT CENTER 553 BT120-EPD102 0 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER MECHANICAL 554 BT120-EPD103 0 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER 555 BT120-EPD104 0 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER 498 BT120-MPNO01 0 MECHANICAL GENERAL NOTES AND LEGEND 556 BT120-EPD105 0 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER 499 BT120-MPP121 0 MECHANICAL UNDERGROUND PLAN CORE FACILITY 557 BT120-EPD106 0 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER 500 BT120-MPP221 0 MECHANICAL FLOOR PLAN CORE FACILITY 558 BT120-EPD107 0 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER 501 BT120-MPP222 0 MECHANICAL ENLARGED FLOOR PLAN CORE FACILITY 559 BT120-EPD108 0 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER 502 BT120-MPP321 0 MECHANICAL ROOF PLAN CORE FACILITY 560 BT120-EPD109 0 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER 503 BT120-MPS001 0 MECHANICAL RISER DIAGRAMS WATER CORE FACILITY 561 BT120-EPD110 0 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER 504 BT120-MPS002 0 MECHANICAL RISER DIAGRAMS WASTE CORE FACILITY 562 BT120-EPD111 0 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER 505 BT120-MPS003 0 MECHANICAL SCHEDULES 563 BT120-EPD112 0 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER 506 BT120-MPDO01 0 MECHANICAL DETAILS 564 BT120-EPS101 0 ELECTRICAL BEP ONE -LINE SOUTH RENTON TRANSIT CENTER 507 BT120-MPDO02 0 MECHANICAL DETAILS 565 BT120-EPS102 0 ELECTRICAL CORE FACILITES ONE -LINE SOUTH RENTON TRANSIT CENTER 508 BT120-MHN001 0 MECHANICAL LEGEND, ABBREVIATIONS AND ENERGY CODES CORE FACILITY 566 BT120-EPS103 0 ELECTRICAL BEB CHARGING BLOCK DIAGRAM SOUTH RENTON TRANSIT CENTER 509 BT120-MHN002 0 MECHANICAL CONSTRUCTION, GENERAL AND KEY NOTES CORE FACILITY 567 BT120-EPS104 0 ELECTRICAL SITE LIGHTING WIRING DIAGRAM SOUTH RENTON TRANSIT CENTER 510 BT120-MHP221 0 MECHANICAL FLOOR PLAN - BELOW 8' AFF CORE FACILITY 568 BT120-EPS110 0 ELECTRICAL KCM PANEL SCHEDULES SOUTH RENTON TRANSIT CENTER 511 BT120-MHP222 0 MECHANICAL FLOOR PLAN - ABOVE 8' AFF CORE FACILITY 569 BT120-EPS111 0 ELECTRICAL KCM PANEL SCHEDULES SOUTH RENTON TRANSIT CENTER 512 BT120-MHS001 0 MECHANICAL SCHEMATICS, DIAGRAMS CORE FACILITY 570 BT120-EPS112 0 ELECTRICAL ST PANEL SCHEDULES SOUTH RENTON TRANSIT CENTER 513 BT120-MHS002 0 MECHANICAL SCHEDULES CORE FACILITY 571 BT120-EPS113 0 ELECTRICAL ST PANEL SCHEDULES SOUTH RENTON TRANSIT CENTER 514 BT120-MHS003 0 MECHANICAL SCHEDULES CORE FACILITY 572 BT120-EPS114 0 ELECTRICAL ST PANEL SCHEDULES SOUTH RENTON TRANSIT CENTER 515 BT120-MHS005 0 MECHANICAL BMS POINTS LIST CORE FACILITY 573 BT120-EPS115 0 ELECTRICAL ST PANEL SCHEDULES SOUTH RENTON TRANSIT CENTER 516 BT120-MHS006 0 MECHANICAL BMS SYSTEM ARCHITECTURE CORE FACILITY 574 BT120-EPS116 0 ELECTRICAL ST PANEL SCHEDULES SOUTH RENTON TRANSIT CENTER 517 BT120-MHS007 0 MECHANICAL CONTROLS SCHEDULE CORE FACILITY 575 BT120-EPS117 0 ELECTRICAL ST PANEL SCHEDULES SOUTH RENTON TRANSIT CENTER 518 BT120-MHS010 0 MECHANICAL CONTROLS SCHEDULE CORE FACILITY 576 BT120-EPS120 0 ELECTRICAL CONNECTION SCHEDULE SOUTH RENTON TRANSIT CENTER 519 BT120-MHDO01 0 MECHANICAL DETAILS CORE FACILITY 577 BT120-EPS121 0 ELECTRICAL CONDUIT AND CONDUCTOR SCHEDULE SOUTH RENTON TRANSIT CENTER 578 BT120-EPS122 0 ELECTRICAL CONDUIT AND CONDUCTOR SCHEDULE 2 SOUTH RENTON TRANSIT CENTER 579 BT120-EPS123 0 ELECTRICAL CONDUIT AND CONDUCTOR SCHEDULE 3 SOUTH RENTON TRANSIT CENTER 580 BT120-EPS130 0 ELECTRICAL EQUIPMENT MATRIX SOUTH RENTON TRANSIT CENTER 581 BT120-EPS131 0 ELECTRICAL EQUIPMENT MATRIX SOUTH RENTON TRANSIT CENTER 582 BT120-EPS132 0 ELECTRICAL EQUIPMENT MATRIX SOUTH RENTON TRANSIT CENTER 583 BT120-ELS101 0 ELECTRICAL LUMINAIRE SCHEDULE SOUTH RENTON TRANSIT CENTER 584 BT120-ELS102 0 ELECTRICAL LIGHTING CONTROL MATRIX SOUTH RENTON TRANSIT CENTER R-4332255 DEVELOPMENT ENGINEERING msippo 11 /25/2025 '=� DESIGNED BY: SCALE: DRAWING No.: E. GOLLER ���THs��� Q J NTs STRIDE BUS RAPID TRANSIT DRAWN BY: �C�� ; �I��ryy U FILENAME: SOUTH RENTON TRANSIT CENTER BT120-GZ1005 co co E. GOLLER w � z `��, rRIDE I w � IS1-BT120-GZ1001-006 BT105 FACILITY ID: CHECKED BY: o BRT General Engineering Consultont zLL CONTRACT No.: BT120 5355 9 wW SOUNDTRANSIT RTA/C N 0205-24 GENERAL L. GILBERT GISTS �� SHEET No.: REV: 0 12/10/2024 EDG LDG JKH ISSUED FOR BID APPROVED BY: SSIONAL SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: INDEX OF DRAWINGS No. DATE DSN ICHK IAPP IREVISION I J. HARPER 12/06/2024 R. PARGAS 12/10/2024 1 J. ALTCHECH 12/10/2024 12/10/2024 006 0 M M N O O O N Q J Xrefs: xBRT-CUD05- xS1-BT120-G2 � SOUTH RENTON TRANSIT CENTER - BOOK 2 OF 3 co � SHT. No. DWG. No. REV T TITLE SHT. No. DWG. No. REV TITLE CV o SYSTEMS NO COMMUNICATION CV W 585 BT120-JCN203 0 SYSTEMS COMMUNICATIONS NOTES (� 586 BT120-JCP206 0 SYSTEMS STRIDE BAY 1 COMMUNICATIONS PLAN 587 BT120-JCP207 0 SYSTEMS STRIDE BAY 2 AND 8 COMMUNICATIONS PLAN 588 BT120-JCP208 0 SYSTEMS KCM BAYS 3,6, AND 7 COMMUNICATIONS PLAN 589 BT120-JCP209 0 SYSTEMS KCM RAPID RIDE COMMUNICATIONS PLAN BAY 4 AND 5 590 BT120-JCP210 0 SYSTEMS STRIDE BAY 1 SHELTER COMMUNICATIONS RCP 591 BT120-JCP211 0 SYSTEMS KCM RAPID RIDE BAY 2 AND STRIDE BAY 8 592 BT120-JCP212 0 SYSTEMS KCM COMMUNICATIONS RCP BAYS 3,4,6, AND 7 LO 593 BT120-JCE209 0 SYSTEMS STRIDE BAY AREA 1 COMMUNICATIONS ELEVATION O O 594 BT120-JCE210 0 SYSTEMS STRIDE LAYOVER COMMUNICATIONS ELEVATION O 595 BT120-JCE211 0 SYSTEMS STRIDE BAY 8 COMMUNICATIONS ELEVATION O O 596 BT120-JCE212 0 SYSTEMS KCM BAY 2 COMMUNICATIONS ELEVATION r 597 BT120-JCE213 0 SYSTEMS KCM BAY 7 COMMUNICATIONS ELEVATION CV 598 BT120-JCE214 0 SYSTEMS KCM BAY 6 COMMUNICATIONS ELEVATIONS 599 BT120-JCE215 0 SYSTEMS KCM BAYS 4 AND 5 COMMUNICATIONS ELEVATION 600 BT120-JCE216 0 SYSTEMS KCM BAY 3 COMMUNICATIONS ELEVATION 601 BT120-JCX210 0 SYSTEMS COMMUNICATIONS STRIDE BAY 1 SECTIONS 602 BT120-JCX211 0 SYSTEMS KCM COMMUNICATIONS SECTIONS 603 BT120-JCX212 0 SYSTEMS STRIDE BAY 2 AND 8 COMMUNICATIONS SECTIONS 604 BT120-JFS204 0 SYSTEMS SOUND TRANSIT BAY 1 RISER DIAGRAM co 605 BT120-JFS205 0 SYSTEMS SOUND TRANSIT BAY 8 RISER DIAGRAM M 606 BT120-JFS206 0 SYSTEMS SOUND TRANSIT OTHER BAYS RISER DIAGRAM N O 607 BT120-JFS207 0 SYSTEMS KCM BAY 2 RISER DIAGRAM O O 608 BT120-JFS208 0 SYSTEMS KCM OTHER BAYS RISER DIAGRAM I 609 BT120-JCD204 0 SYSTEMS COMMUNICATIONS DETAILS N 610 BT120-JCD205 0 SYSTEMS COMMUNICATIONS DETAILS Q 611 BT120-JCD206 0 SYSTEMS COMMUNICATIONS DETAILS J 612 BT120-JCD207 0 SYSTEMS COMMUNICATIONS DETAILS 613 BT120-JCD208 0 SYSTEMS COMMUNICATIONS DETAILS 614 BT120-JCD209 0 SYSTEMS COMMUNICATIONS DETAILS 615 BT120-JCD210 0 SYSTEMS COMMUNICATIONS DETAILS SECURITY 616 BT120-JCD211 0 SYSTEMS CCTV CAMERA DATA TELECOM 617 BT120-JCN000 0 SYSTEMS SYMBOLS AND LEGEND TRANSIT CENTER 618 BT120-JCN001 0 SYSTEMS GENERAL NOTES TRANSIT CENTER 619 BT120-JCN002 0 SYSTEMS GENERAL NOTES TRANSIT CENTER 620 BT120-JCN003 0 SYSTEMS GENERAL NOTES TRANSIT CENTER 621 BT120-JCN004 0 SYSTEMS GENERAL NOTES TRANSIT CENTER 622 BT120-JCN005 0 SYSTEMS GENERAL NOTES TRANSIT CENTER 623 BT120-JCS006 0 SYSTEMS OUTLET AND MATRICES TRANSIT CENTER 624 BT120-JCP001 0 SYSTEMS SITE - OVERALL PLAN TRANSIT CENTER 625 BT120-JCP002 0 SYSTEMS SITE - ENLARGED PLAN TRANSIT CENTER 626 BT120-JCP220 0 SYSTEMS CORE FACILITY TELECOMMUNICATIONS PLAN TRANSIT CENTER 627 BT120-JCP221 0 SYSTEMS CORE FACILITY CONDUIT PLAN TRANSIT CENTER 628 BT120-JCP261 0 SYSTEMS TELECOM ROOM ENLARGED PLANS TRANSIT CENTER 629 BT120-JCE262 0 SYSTEMS TELECOM ROOM ST & KCM ELEVATIONS TRANSIT CENTER 630 BT120-JCE263 0 SYSTEMS TELECOM ROOM SERVICE PROVIDER ELEVATIONS TRANSIT CENTER 631 BT120-JCE264 0 SYSTEMS TELECOM ROOM OVERALL ELEVATIONS TRANSIT CENTER 632 BT120-JCE265 0 SYSTEMS TELECOM ROOM ISOMETRIC VIEW TRANSIT CENTER 633 BT120-JCD501 0 SYSTEMS INSTALLATION DETAILS TRANSIT CENTER 634 BT120-JCD502 0 SYSTEMS INSTALLATION DETAILS TRANSIT CENTER 0 635 BT120-JCD503 0 SYSTEMS INSTALLATION DETAILS TRANSIT CENTER 0 636 BT120-JCD504 0 SYSTEMS INSTALLATION DETAILS TRANSIT CENTER 0 637 BT120-JCD505 0 SYSTEMS INSTALLATION DETAILS TRANSIT CENTER N 638 BT120-JCD506 0 SYSTEMS INSTALLATION DETAILS TRANSIT CENTER 0 639 BT120-JFS001 0 SYSTEMS BACKBONE SINGLE LINE TRANSIT CENTER 640 BT120-JCP003 0 SYSTEMS SITE - OVERALL PLAN TRANSIT CENTER m 641 BT120-JCN051 0 SYSTEMS SYMBOLS AND LEGEND TRANSIT CENTER ccn 642 BT120-JCP222 0 SYSTEMS FLOOR PLAN BUILDING PLAN 0 643 BT120-JCP223 0 SYSTEMS CONDUIT PLAN BUILDING PLAN co, 644 BT120-JCS051 0 SYSTEMS NETWORK RISER DIAGRAM 0 645 BT120-JCS052 0 SYSTEMS NETWORK RISER DIAGRAM v 646 BT120-JCD551 0 SYSTEMS DETAILS w Q 647 BT120-JCD552 0 SYSTEMS DETAILS v) 648 BT120-JCD553 0 SYSTEMS DETAILS R-4332256 x wI 649 BT120-JCD554 0 SYSTEMS STANDARD DETAILS CuLu 650 BT120-JCD555 0 SYSTEMS STANDARD DETAILS DEVELOPMENT ENGINEERING IL X m msippo 11 /25/2025 I U O DESIGNED BY: SCALE: STRIDE BUS RAPID TRANSIT DRAWING No.: — U E. GOLLER ���TH s��� Q J NTS BT120-GZ1006 Q DRAWN BY: �C�� °� ; �I��ryy rRIDE- U FILENAME: SOUTH RENTON TRANSIT CENTER ��� o� co co N z E. GOLLER w r z `��, w S1-BT120-GZ1001-006 BT105 FACILITY ID: CHECKED BY: o 3 �' BRT General Engineering Consultant z CONTRACT No.: BT120 —0 �, 5355 9 wW SOUNDTRANSIT GENERAL L. GILBERT GISTS �� RTA/CN 0205-24 SHEET No.: REV: C14 0 12/10/2024 EDG LDG JKH ISSUED FOR BID APPROVED BY: SSIONAL �SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: o 0-INDEX OF DRAWINGS 007 0 DATE DSN CHK APP I REVISION J. HARPER 12/06/2024 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 Xrefs: xBRT-CUD05-TB co GB-SEAL-JKH53 xS 1-BT120-GZ17 xS1-BT120-GZIO o I 0 W O 0 0 ti N U 0 N m 0 N CO co NT 0 0 U w X Q w w W 06 x m Q cl) U) U CO — O U d Q o (D z N Y � O N o N SOUTH RENTON TRANSIT CENTER / SR 167 ROADWAY IMPROVEMENTS - BOOK 3 OF 3 co SHT. No. DWG. No. REV TITLE SHT. No. DWG. No. REV TITLE CV T GENERAL NO (D 1 BT120-GZT001 0 GENERAL COVER SHEET Nt CV 2 BT120-GZ1001 0 GENERAL INDEX OF DRAWINGS () 3 BT120-GZ1002 0 GENERAL INDEX OF DRAWINGS 4 BT120-GZ1003 0 GENERAL INDEX OF DRAWINGS 5 BT120-GZ1004 0 GENERAL INDEX OF DRAWINGS 6 BT120-GZ1005 0 GENERAL INDEX OF DRAWINGS 7 BT120-GZ1006 0 GENERAL INDEX OF DRAWINGS 8 BT120-GZ1701 0 GENERAL INDEX OF DRAWINGS SR 167 9 BT120-GZK000 0 GENERAL PROJECT LOCATION ID PLAN Ln 10 BT120-GZKO01 0 GENERAL KEY PLAN O O 11 BT120-GZN001 0 GENERAL ABBREVIATIONS O 12 BT120-GZN002 0 GENERAL ABBREVIATIONS O O 13 BT120-GZN003 0 GENERAL ABBREVIATIONS r 14 BT120-GZN004 0 GENERAL ABBREVIATIONS CV 15 BT120-GZN005 0 GENERAL ABBREVIATIONS 0- 16 BT120-GZN006 0 GENERAL SYMBOLS AND LEGEND 17 BT120-GZN007 0 GENERAL SYMBOLS AND LEGEND RIGHT-OF-WAY 651 BT120-RMP701 0 RIGHT OF WAY MONUMENT PLAN 652 BT120-RPP701 0 RIGHT OF WAY PROPOSED PLAN co CIVIL N O ALIGNMENT O O 653 BT120-CAP701 0 CIVIL ALIGNMENT PLAN SR 167 STA. 997+00.00 TO STA. 1002+50.00 1 654 BT120-CAP702 0 CIVIL ALIGNMENT PLAN SR 167 STA. 1002+50.00 TO STA. 1008+00.00 CV 655 BT120-CAP703 0 CIVIL ALIGNMENT PLAN SR 167 STA. 1008+00.00 TO STA. 202+00.00 Q CONSTRUCTION STAGING J 656 BT120-CHP701 0 CIVIL CIVIL HAUL PLAN SR167 TYPICAL SECTIONS 657 BT120-CRY701 0 CIVIL TYPICAL SECTIONS SR167 658 BT120-CRY702 0 CIVIL TYPICAL SECTIONS SR167 SITE 659 BT120-CSP702 0 CIVIL SITE PREPARATION PLAN SR 167 STA. 1002+50.00 TO STA. 1008+00.00 660 BT120-CSP703 0 CIVIL SITE PREPARATION PLAN SR 167 STA.1008+00.00 TO STA. 202+00.00 EROISION AND SEDIMENT CONTROL 661 BT120-CTP702 0 CIVIL EROSION AND SEDIMENT CONTROL PLAN SR167 STA. 1002+50.00 TO STA. 1008+00.00 662 BT120-CTD701 0 CIVIL TESC DETAILS 663 BT120-CTD702 0 CIVIL TESC DETAILS 664 BT120-CTD703 0 CIVIL TESC DETAILS ROADWAY 665 BT120-CPP702 0 CIVIL PAVING PLAN SR 167 STA. 1002+50.00 TO STA. 1008+00.00 666 BT120-CPP703 0 CIVIL PAVING PLAN SR 167 STA. 1008+00.00 TO STA. 202+00.00 PAVEMENT MARKING 667 BT120-CMP702 0 CIVIL PAVEMENT MARKING PLAN SR 167 STA. 1002+50.00 TO STA. 1008+00.00 668 BT120-CMP703 0 CIVIL PAVEMENT MARKING PLAN SR 167 STA. 1008+00.00 TO STA. 202+00.00 669 BT120-CMD701 0 CIVIL PAVEMENT MARKING DETAILS ILLUMINATION 670 BT120-CLN701 0 CIVIL ILLUMINATION NOTES SR167 671 BT120-CLP701 0 CIVIL ILLUMINATION PLAN SR167 TRAFFIC SIGNAGE 672 BT120-TNP701 0 TRAFFIC SIGNAGE PLAN SR 167 STA. 997+00.00 TOP STA. 1002+50.00 673 BT120-TNP702 0 TRAFFIC SIGNAGE PLAN SR 167 STA. 1002+50.00 TO STA. 1008+00.00 674 BT120-TND701 0 TRAFFIC SIGNAGE DETAILS SR 167 IN RENTON MAINTENANCE OF TRAFFIC 675 BT120-TMN701 0 TRAFFIC MOTT NOTES SR167 676 BT120-TMP701 0 TRAFFIC MOTT PLAN SR167 677 BT120-TMP702 0 TRAFFIC MOTT PLAN SR167 678 BT120-TMP703 0 TRAFFIC MOTT PLAN SR167 679 BT120-TMP704 0 TRAFFIC MOTT PLAN SR167 680 BT120-TMP705 0 TRAFFIC MOTT PLAN SR167 681 BT120-TMP706 0 TRAFFIC MOTT PLAN SR167 682 BT120-TDP701 0 TRAFFIC DETOUR PLAN SR167 R-4332257 DEVELOPMENT ENGINEERING ti msippo 11 /25/2025 DESIGNED BY: SCALE: DRAWING No.: E. GOLLER ���T46 Q J NTS STRIDE BUS RAPID TRANSIT gT120-GZ1701 DRAWN BY: ��� I4, rRIDE- U FILENAME: SOUTH RENTON TRANSIT CENTER (� 1b5 (n cn E. GOLLER w z ° w J S1-BT120-GZ1701 BT105 FACILITY ID: CHECKED BY: b BRT General Engineering Consultant z L` S UNDTRANSIT CONTRACT No.: BT120 L. , 5355 � ww � RTA/CN 0205-24 GENERAL SHEET No.: REV: 0 12/10/2024 EDG LDG JKH ISSUED FOR BID APPROVED INDEX OF DRAWINGS OVE DY: �SIONAL �� SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: 008 0 LNo. DATE DSN CHK APP REVISION J. HARPER 12/06/2024 R. PARGAS 112/10/2024 J. ALTCHECH 112/10/2024 112/10/2024 N Xrefs: xBRT-CUD05-TB co GB-SEAL-JKH53 I I LU 0 0 0 Y N C� 0 N m co 0 N co co 0 0 w Q U) w (D W 7) w06 x m Q U) C/) U pp -o U Q? co (D N z o Y O C N 00 0 0 N37 Everett NP37 SEE N36 SEE M � Z C SW Everett Industrial Center N33 1111 N35� SR 526 & Evergreen N 32 Tunnel Station N31 SR 99 & Airport Rd (Provisional) N30���h N28 Ash Way N27 N 2 6 ����` N P27 West Alderwood N25 N 2 4 .�At� Lynnwood Transit Center (L300) �N23 NP23 Parking (L300) N22 BT260 N29 Mariner N�� Lynnwood BTM01 Admin & Ops BTM02 Parking & Service BTM03 Guard Booth BTM04 MOW U W 220th Street (Provisional) N2, NP21 Parking (Provisional) Canyon Park (S2) BT350 Bothell/Cascadia N20 � College (S3) MEN 98th Ave. NE (S3) Mountlake N19 BTP340 BT340 BT342 BT344 BT346 Terrace Transit Center (L300) p Lake Forest Park BTP324 N18 Town Center (S3) �0 BT324 BT330 BT332 BT334 744.1 Shoreline North (L200) P17 Parking (L200) ,p�o� � N17 No BT350 (185th St.) BT322 s�s� oo�� BTP334 ~'%��0 ti BT240 N 16 tiF lt0 9�0 �''a 60 MENN P 15 BT320 �ss� ti� tiF o/S'� Beardslee Blvd. NE 195th St. (S2) SR 522/1-405 TRANSIT HUB (S2) Shoreline South (L200) N15 Parking (L200) hs /sv' /s� / BT230 BRICKYARD (S2) ti (145th St.) N14 BT310 BT312 BT314 L?"'/ r NE 130th St. L200 N 13 �S O 01 ( ) Q NP13 Parking �h �h �` BT220 (Provisional) N12MEN (L200) IN '9Lo /S',�/ � 41 Redmond KINGSGATE / TOTEM LAKE (S2) Northgate (N160) N11 NP11 Parking F/ F/ Y02 (L200) s'�/ S�/ � M 04 Ballard N10 = M05 Ballard B17 i • Roosevelt (N150) B 16 Interbay B15 N08 �1 , U District (U140) NE 85TH S3 E42 (Brooklyn) ( ) BT210 C B14 Smith Cove B13 B12 N 0 6 •�j K01 University of Washington (U250) South Kirkland Seattle Center 1310 N0446 South Lake Union 2ii;.Pt. B08 NO2 � Capitol Hill (U240) K00 Denny : �NOtOPine St. Ventilation Facility Wilburton (E335) � < (Hospital) Convention Place Facility C01 ��� CO2 E18 E19 ♦ �� B06 Bellevue E16 Ak*, Westlake (C510) aelijill New Westlake BTP101 9111117 Bellevue Downtown (E335) C04 M : B04 (Bellevue Transit Center) University St. (C510) Seattle E1BT100 C06 E12 Pioneer Square (C510) idtown East Main (E335) E11 C08 tMO2Mount Baker Mercer Island E10 International District (C510) • � • : Lid (WSDOT) Lid (WSDOT) South C12 1j�� E00 E02 E03 E04 E05 ;�jSth B �� (E320) C , �_ �/II111�1111111111 E01 �ones sell ones loss I111 E07 E09 EP09 ■ B00 Judkins Park (E130) Mercer Island = Pa ing C14 (Rainier) (E130) 11� (E ) E08 Stadium (C7001 Yard E31 Downtown Redmond O&M Facility E30 MOW Facility �E29 EP29 SE Redmond 10C E 2 8 JE26 27 Redmond Technology Center (E360) Parking (Overtake Transit Center) (E360) Overlake Village (E360) E24 E21 11 E23 C's'b�is pis ?o�, a /����C, /FAQ S O/ 100 Issaquah C13 (Royal Brougham) Q01 Richards Rd. W00 = "Current" Sodo (C700) Eastgate "New" Sodo W01 C15 (Lander Street) Q03 �� Mount Baker (C710) �/'o1111`1 C23 (McClellan Street) Q02 W02 �rO G Q04 Alaska 1` W07 11 W05 111 W03 111 U v v C24 t� � Lakemont Q05 Junction OrO�o,�` Off` �� = C25 Columbia City (C735) (Provisional) PJa a Yard Y01 = (Edmonds/Columbia City) O&M Facility M01 SEE U C26 West Seattle m C125 S Graham St. NE 44TH STREET (S1) MOW Facility M02 = C40 Link Control Center M03 C27 Othello (C735) BT110 _ BTP110 = rift 12/10/2024 1 EDG I LDG I JKH I ISSUED FOR BID SEE VIEW AT RIGHT DESIGNED BY: E. GOLLER DRAWN BY: C. SAXE CHECKED BY: M. FOLWELL APPROVED BY Q06 SUBMITTED BY: 12/04/2024 R. PARGAS 917) Issaquah BURIEN TRANSIT CENTER (S1) Tacoma T16 Stadium District (T100) T17 S 4th Ave (T100) T18 T15 T14 Old City Hall (T100) Tacoma General (T100) T19 T13 T12 T20 "Current" Theater District (C910) 6th Ave (T100) T21 T11 T10 T22 "New" Theater District (C910) T09 T08 Hilltop District (T100) T23 CO ��D� ��ti O ��q� T24 T07 Convention Center (C910) /1 T06 U U U L_ ro L% T05 Union C910 0,4 God Gop 5Q S�eJ J��o �� `�• �eQr �� T03 T 5 5 5C6 5 L H E N C C 0 c� H SEE VIEW AT LEFT Rainier Beach (C735) SEE (Henderson Street) C29 C30 Boeing Access Road C31 PP31 Parking C32 S 133rd St. (C755)SEE C33 Tukwilla/ Intl Blvd. (C755) C35 11111111111111111110� (S 154th Street) C34 140 BT130 TUKWILA INTL BLVD (S1) C36 MEN Airport Exit Loop (C430R) SeaTac Airport (C420) SeaTac C37 Soo Angle Lake (S440) S01 SP01 Parking (S445) (S 200th Street) C sot Federal Way Kent/ Des Moines (F200) S03 1111111111V#4 Parking (F200) SP03 SO4 S 272nd Street (F200) S05 SP05 Parking (F200) (Star Lake) SEE S06 Federal Way Transit Center (F200) S07 SP07 Parking (F200) Yard Y03 OEM S08 O&M Facility M08 MOW Facility M09 S09 South Federal Way LSW Storage M10 C S10 S15 1111111111111111 S13 1111111111 S11 IDS > Y00 M00 Q ii N cm U U 0 0 ., a- � g a 06 O LEGEND: X## At -Grade Station X## Grade Separated Station Tunnel Station XX# Facility X## X## Linked Stations 1■111111 Tunnel Track 111111111111111 Grade Separated Track At -Grade Track SOUTH RENTON (S1) BT120 BTP120 R-4332258 DEVELOPMENT ENGINEERING ` % IL msippo 11 /25/2025 %j SCALE: DRAWING No.: NTs STRIDE BUS RAPID TRANSIT < _j -W I < I Mj=r FILENAME: SOUTH RENTON TRANSIT CENTER BT120-GZK000 4S U) _jr)?IDE Uj J S1-BT120-GZK000 BT105 FACILITY ID: BRT General Engineering Consultant J LL CONTRACT No.: BT12O SovNDTRaNsIr RTA/CN 0205-24 GENERAL SHEET No.: REV: PROJECT LOCATION ID PLAN 009 0 DATE: REVIEWED BY: DATE: DATE: 12/10/2024 1 J. ALTCHECH 12/10/2024 12/10/2024 N co Xrefs: xS 1-BT 120-VRX xBRT-CUD05-TB xS1-BT120-GZK C) GB-SEAL-JKH53 xS1-BT120-GZK 0 w 0 0 Y N 0 N m 0 N coco 0 0 U w x Q W w i (D w w 06 X m U� Q C/) m U O 00 Z N Y O 00 N a 0 U No i SW 7TH ST -7- .4 � W 5 F— —T---F— — — — U1j I— I 02 ~� I f 1 04 / Y WAY \ I I Lu uu NIki NTONENTER SI I J RAv I� I SW GI �• \ IZ 0:'I I � y \, r KEY MAP - ROADWAY SHEETS 07 12/10/2024 1 EDG I LDG I JKH I ISSUED FOR BID DATE IDSN ICHK 1APP IREVISION i SW 7TH ST 1 IIAA VI -LAKE AVE S --L i' I� J\ SCALE: ,°°Lj J L��I II ILJE13 l�I i l i ii i I I I I I uL; I I II SO T IATC or I i RTRANS1 NTER - �� ! i I i iiSTA�ION\ nI .r I I I I JL- iZ KEY MAP - SITE SHEETS SCALE: 1" = 300' \ SR-167 03 -#ARL�1 \ O VE A L%: 02 KEY MAP - S R-167 SHEETS SCALE: 1" = 300' DESIGNED BY: E. GOLLER DRAWN BY: C. SAXE CHECKED BY: M. FOLWELL APPROVED BY: J. HARPER l' SUBMITTED BY: 12/04/2024 R. PARGAS CROSS REFERENCING OF DRAWINGS BASE SHEET TITLE o1 02 03 04 05 06 07 1"=20' DRAWING SETS S1-BT120-**P101 S1-BT120-**P102 S1-BT120-**P103 S1-BT120-**P104 S1-BT120-**P105 S1-BT120-**P106 S1-BT120-**P107 **P = DESIGN ELEMENT PLAN VIEW DESIGNATION CAP - ALIGNMENT CDP - DRAINAGE CMP - PAVEMENT MARKING CPP - PAVING CSP - SITE PREPARATION CLP - ILLUMINATION JCP - SITE COMMUNICATION LHP -HARDSCAPE LPP - PLANTING LRP - IRRIGATION RPP - PROPOSED RIGHT OF WAY TIP - INTELLIGENT TRAFFIC SYSTEM (ITS) UCP - UTILITY DEMO PLAN UWP - WATER UTILITY USP - SEWER UTILITY CROSS REFERENCING OF DRAWINGS BASE SHEET TITLE o1 02 S S S 1"=20' DRAWING SETS S1-BT120-**P201 S1-BT120-**P202 S1-BT120-**P203 S1-BT120-**P204 S1-BT120-**P205 **P = DESIGN ELEMENT PLAN VIEW DESIGNATION CAP - ALIGNMENT CDP - DRAINAGE CMP - PAVEMENT MARKING CPP - PAVING CSP - SITE PREPARATION CLP - ILLUMINATION JCP - ELECTRICAL AND COMMUNICATION LHP - HARDSCAPE LPP - PLANTING LRP - IRRIGATION RPP - PROPOSED RIGHT OF WAY TIP - INTELLIGENT TRAFFIC SYSTEM (ITS) UCP - COMPOSITE UTILITY UWP - WATER UTILITY USP - SEWER UTILITY CROSS REFERENCING OF DRAWINGS BASE SHEET TITLE o1 02 03 1"=20' DRAWING SETS i S1-BT120-**P701 I S1-BT120-**P702 S1-BT120-**703 **P = DESIGN ELEMENT PLAN VIEW DESIGNATION CAP - ALIGNMENT CMP - PAVEMENT MARKING CPP - PAVING CTP - TESC CXP - DEMOLITION CLP - ILLUMINATION RMP - RIGHT OF WAY MONUMENTS RPP - PROPOSED RIGHT OF WAY TDP - TRAFFIC DETOUR TMP - TRAFFIC CONTROL TNP - SIGNING N 300 150 0 300 600 SCALE IN FEET DEVELOPMENT ENGINEERING R-4332259 msippo 11 /25/2025 SCALE: STRIDE BUS RAPID TRANSIT DRAWING No.: < w 1 "=300' BT120-GZKO01 sr)?IDE U) Q FILENAME: SOUTH RENTON TRANSIT CENTER w S1-BT120-GZKO01 BT105 FACILITY ID: F)l BRT General Engineering Consultant z U- SouNDTRANSIT CONTRACT No.: GENERAL BT120 RTA/CN 0205-24 KEY PLAN SHEET No.: REV: 1DATE: REVIEWED BY: DATE: DATE: 010 0 12/10/2024 1 J. ALTCHECH 112/10/2024 112/10/2024 M C'7 O 0 LU 0 0 0 0 z N C� 0 N m U) 0 N M IZI- U w Q W w I (D w w o6 x m Q I U) U) U op — 0 Q? 0 (D N z o Y O co 0 U No # NUMBER, TYPE AD ACCESS DOOR, AREA DRAIN % PERCENT ADA AMERICAN WITH DISABILITIES ACT & AND ADD ADDENDUM,ADDENDA DIM REQ VERIFICATION BY OTHER DIM ADDL ADDITIONAL / OF ADJ ADJACENT, ADJUST(ABLE) @ AT AESS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL +/- PLUS OR MINUS, DIM REQ FIELD VERIFY AF AMP FUSE, AMP FRAME A TOTAL CENTRAL ANGLE OF SPIRAL AND CIRCULAR AFF ABOVE FINISHED FLOOR CURVES AFG ABOVE FINISHED GRADE Ac CENTRAL ANGLE OF CIRCULAR CURVE EXTENDING AGG AGGREGATE FROM SC TO CS AGG B AGGREGATE BASE Act SUFFIX (1) DENOTES DATA FOR THE FIRST CIRCULAR AGG SB AGGREGATE SUB BASE CURVE OF A COMPOUND CURVE AGHA ALTERATION OF GEOLOGICAL HAZARD AREA Ac2 SUFFIX (2) SAME AS ABOVE - SECOND CIRCULAR AHCP AIR HANDLING CONTROL PANEL CURVE OF A COMPOUND CURVE AHCW AUTOMATIC HIGHWAY CROSSING WARNING es1 CENTRAL ANGLE OF SPIRAL SUFFIX (1) AHD AHEAD es2 CENTRAL ANGLE OF SPIRAL SUFFIX (2) AHJ AUTHORITIES HAVING JURISDICTION es3 CENTRAL ANGLE OF SPIRAL SUFFIX (3) AHU AIR HANDLING UNIT L SINGLE ANGLE AIC AMPERE INTERRUPTING CURRENT J L AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION DOUBLE ANGLE AL ALUMINUM 0 DIAMETER, PHASE ALIGN ALIGNMENT (E) EXISTING ALM ALARM (F) FUTURE ALT ALTERNATE (N) NEW ALUM ALUMINUM A AMP AMPERE, AMPERAGE ANC ANCHOR(AGE) A AMPERE ANOD ANODIZE(D) A/B AIR BRAKE ANS AMBIENT NOISE SENSOR A/C ASPHALTIC CONCRETE ANSI AMERICAN NATIONAL STANDARDS INSTITUTE A/G AT -GRADE ANT ANTENNA A/R AS REQUIRED AP ANGLE POINT, APPROACH A/S ACRYLIC -LATEX SEALANT APC-# ACOUSTICAL PANEL CEILING A/T AUTO TENSION AP-# ACOUSTICAL PLASTER TYPE A/V AUDIO VISUAL APPROX APPROXIMATELY AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY AND APT AUXILIARY POWER TRANSFORMER TRANSPORTATION OFFICIALS AR ANCHOR ROD AB ANCHOR BOLT ARC ABRASION RESISTANT COATINGS ABD ABANDON(ED) ARCH ARCHITECT, ARCHITECTURAL ABDV AUTOMATIC BALL DRIP VALVE AREMA AMERICAN RAILWAY ENGINEERING AND ABUT ABUTMENT MAINTENANCE -OF -WAY ASSOCIATION ABV ABOVE ARV AIR RELIEF VALVE AC ALTERNATING CURRENT, ABOVE COUNTER, AIR AS AIR SEPARATOR, AMPMETER SWITCH COMPRESSOR, ASBESTOS CEMENT, AIR CONDITIONING ASA AMERICAN STANDARDS ASSOCIATION ACCP AIR CONDITIONING CONTROL PANEL ASL AIRSPACE LEASE ACD ASBESTOS CEMENT DUCT (CONDUIT) ASPH ASPHALT ACI AMERICAN CONCRETE INSTITUTE ASSY ASSEMBLY ACOUS ACOUSTICAL ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS ACOUS PNL ACOUSTICAL PANEL AT AMP TRIP ACP ASBESTOS CEMENT PIPE, ASPHALT CONCRETE ATB ASPHALT TREATED BASE PAVEMENT ATCH ATTACH ACPL AUXILIARY CONTROL PANEL ATM ALONG TRACK MOVEMENT ACR ACRYLIC, ACCESS CARD READER ATP AUTOMATIC TRAIN PROTECTION ACS ACCESS ATR ABOVE TOP RAIL ACSR ALUMINUM CONDUCTOR STEEL REINFORCED ATS AUTOMATIC TRANSFER SWITCH ACT ACOUSTICAL CEILING TILE AUTO AUTOMATIC ACT-# ACOUSTICAL CEILING TILE - TYPE AUX AUXILIARY ACU AIR CONDITIONING UNIT AV ALARM VALVE, AUDIO VISUAL DESIGNED BY: E. GOLLER DRAWN BY: C. SAXE CHECKED BY: M. FOLWELL 12/10/2024 EDG LDG JKH ISSUED FOR BID APPROVED BY: DATE IDSN ICHK 1APP REVISION J. HARPER ABBREVIATIONS AVE AVENUE BOT AWG AMERICAN WIRE GAUGE BOW AWI ARCHITECTURAL WOODWORK INSTITUTE BP AWS AMERICAN WELDING SOCIETY BPP AWWA AMERICAN WATER WORKS ASSOCIATION BR BRD B BRG B B&B B-SPAN B/ B/B B/C B/L B/W BAL BAT BCD-# BCP BCR BD BDA BDD BEG BF BFA BFF BFP BH BHP BIA BIJ BIL BIT BJF BK BKF BKR BL BLD BLK BLKG BLKR BLST BLVD BM BMP BMS BNSF BO BOB BOC BOD BOF BOH BOP BOS SUBMITTED BY: 12/04/2024 R. PARGAS B RK-# BALLED AND BURLAPPED BRKT BODY SPAN BS BOTTOM/BACK OF BSMT BACK TO BACK BTU BOTTOM OF CURB BTUH BASE LINE BV BALANCE WEIGHT, BACK OF WALK BVL BALANCE BW BATTERY BZ BIRD CONTROL SYSTEM TYPE BRANCH CIRCUIT PANEL BIKE CARD READER BOARD, BYPASS DAMPER C BI-DIRECTIONAL AMPLIFIER BACK DRAFT DAMPER C&C BEGINNING C&G BACK FACE, BOTTOM FACE, BACKFILL C&S BY-PASS FEEDER ANCHOR C/B BELOW FINISHED FLOOR C/C BACKFLOW PREVENTER C/G BORED HOLE C/L BRAKE HORSE POWER C/S BRICK INSTITUTE OF AMERICA C-SPAN BONDED INSULATED JOINT CAB BASIC IMPULSE LEVEL CAL BITUMINOUS CALC BITUMINOUS JOINT FILLER CANT BACK CAT BACKFI LL CATV BREAKER CB BASE LINE, BUILDING LINE, BOUNDARY LINE CBB BUILDING CBL BLOCK CC BLOCKING BICYCLE LOCKER CCL BALLAST CCTB BOULEVARD CCTV BEAM, BENCHMARK CCW BEST MANAGEMENT PRACTICE(S) CD BUILDING MANAGEMENT SYSTEM BNSF RAILWAY CDC BOTTOM OF, BREAK OUT, BLOCK OUT, BLOW OFF VALVE CDF BOTTOM OF BRICK CE BACK OF CURB CED BOTTOM OF DUCT CEM BOTTOM OF FOOTING CEM BD BACK OF HOUSE CEM PLAS BOTTOM OF PIPE CER BOTTOM OF STRUCTURE CF-# Q J sr)?IDE U IM)l I �_ CO J BRT General Engineering Consultant J U_ DATE: REVIEWED BY: 12/10/2024 1 J. ALTCHECH BOTTOM BACK OF WALK BACKFLOW PREVENTER BRANCH POWER PANEL BRIDGE, BARE ROOT BAROMETRIC RELIEF DAMPER BEARING BEARING PLATE BRICK MASONRY TYPE BRACKET BOTH SIDES, BIRD SCREEN BASEMENT BRITISH THERMAL UNIT BRITISH THERMAL UNITS PER HOUR BALL VALVE BEVELED BOTH WAYS, BOTTOM OF WALL BRONZE C CONDUIT, CELSIUS/CENTIGRADE, COMMUNICATIONS, CHANNEL, CLOSE CUT AND COVER CURB AND GUTTER COMMUNICATION AND SIGNALS COVE BASE CENTER TO CENTER, CONCRETE CULVERT CORNER GUARD CURB LINE COUNTERSUNK CROSS SPAN CABINET CALIPER CALCULATED CANTILEVER CATEGORY, CATENARY CABLE TELEVISION CATCH BASIN CEMENTITIOUS BACKERBOARD CABLE COOLING COIL, CENTER OF CIRCULAR CURVATURE, CIP INTEGRAL COLOR CC-# CENTRAL CONTROL CORROSION CONTROL TEST BOX CLOSED-CIRCUIT TELEVISION COUNTER CLOCKWISE COLD DRAWN, CONDENSATE DRAIN, CLEARANCE DISTANCE COMMUNICATIONS DISTRIBUTION CABINET CONTROLLED DENSITY FILL CONSTRUCTION EASEMENT, CLEARANCE ENVELOPE CONCRETE ENCASED DUCTBANK CEMENT CEMENT BOARD CEMENT PLASTER CERAMIC CEMENTITIOUS FIREPROOFING TYPE SCALE: m V=—.. I NTS FILENAME: S1-BT120-GZN001-005 SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: DATE: 12/10/2024 12/10/2024 CF CUBIC FOOT/FEET CFF CAP FOR FUTURE CFLG COUNTERFLASHING CFM CUBIC FEET PER MINUTE CG CENTER OF GRAVITY, CONCRETE GUTTER CG-# CORNER GUARD TYPE CHAM CHAMFER CHD CHORD CHGR CHARGER CHK CHECK CHWS CHILLED WATER SUPPLY CI CAST IRON CIP CAST -IN -PLACE, CAST IRON PIPE CIP-# CAST -IN -PLACE TYPE CIP-S# CONCRETE SEALER TYPE CIRC CIRCULAR CIT CIRCUIT CIV CIVIL CIW CAST IRON WATER CJ CONTROL/CONTRACTION/CONSTRUCTION JOINT CJP COMPLETE JOINT PENETRATION CK CREEK CKT CIRCUIT CL CENTERLINE, CLASS CLF, CLEF CHAIN LINK FENCE CLG CEILING CLG-# CEILING TYPE CLGH CEILING HANGAR CLGS CEILING SUPPORT CLO CLOSET CLP CONCRETE LIGHT POLE, CLAY PIPE CLR CLEAR(ANCE) CLSM CONTROLLED LOW -STRENGTH MATERIAL CM CONSTRUCTION MANAGEMENT CMH COMMUNICATIONS MANHOLE CMP CORRUGATED METAL PIPE CMT CEMENT TREATED BASE CMU-# CONCRETE MASONRY UNIT TYPE CND CONDUIT CNTR CENTER CNR BD CORNER BEAD CO CLEAN OUT, CARBON MONOXIDE CO2 CARBON DIOXIDE COB CITY OF BOTHELL COL COLUMN COMB COMBINATION COMI CITY OF MERCER ISLAND COMM COMMUNICATIONS COMPO COMPOSITION COMPT COMPARTMENT CON CONSOLE CONC CONCRETE CONC-S# CONCRETE SEALANT TYPE COND CONDUIT, CONDENSATE, CONDUCTOR 7� CONN CONNECT(ION) EELOPMENT ENGINEERING IL CONST CONSTRUCT(ION) sippo 11 /25/2025 ' CONT CONTINUOUS/CONTINUATION, CONTAINER GROWN CONT'D CONTINUED R-4332260 STRIDE BUS RAPID TRANSIT DRAWING No SOUTH RENTON TRANSIT CENTER BT105 GENERAL GENERAL ABBREVIATIONS BT120-GZN001 FACILITY ID: BT120 SHEET No.: REV: 011 0 ABBREVIATIONS (CONT'D) m 0 W 0 0 0 0 Z N C� 0 N H m U) 0 N M IZI- w W w I w w o6 x m Q I U) U) U op — O Q? 0 O N z O Y O co 0 U N0 CONTR CONTRACTOR DCDA DOUBLE CHECK DETECTOR ASSEMBLY CONTV CONTROL VALVE DCM DESIGN CRITERIA MANUAL COR CITY OF REDMOND DCVA DOUBLE CHECK VALVE ASSEMBLY COORD COORDINATE DCW DOMESTIC COLD WATER CORP CORPORATION DDCA DOUBLE DETECTOR CHECK ASSEMBLY CORR CORRIDOR, CORRUGATED DEF DEFLECTION COV COVER(ED) DEF JT DEFLECTION JOINT CID CONCRETE PIPE, CONDUIT DEG DEGREE CPLG COUPLING DEL DELETE CPP COMMUNICATIONS POWER PANEL DEMO DEMOLITION CPT CONTROL POWER TRANSFORMER, CONTROL POINT DESC DESCRIPTION CPW-# CEMENTITIOUS WALL PANEL - TYPE DET, DTL, DETAIL(S) CR CURB RAMP, CONDUIT RISER DTLS CRL CANE RAIL DF DIRECT FIXATION, DRINKING FOUNTAIN CRS COLD ROLLED STEEL DGA DOWN GUY ANCHOR CS COMBINED SEWER, CURVE TO SPIRAL DH DUCT HEATER CSBC CRUSHED SURFACING BASE COURSE DHW DOMESTIC HOT WATER CSJ CONSTRUCTION JOINT, CLOSURE STRIP JOINT DHWC DOMESTIC HOT WATER CIRCULATION CSK CASEWORK DI DROP INLET, DUCTILE IRON, DISCRETE INPUT CSL CROSSHOLE SONIC LOGGING DIA, DIAM DIAMETER CSM COMBINED SEWER MANHOLE DID DOOR INTRUSION DETECTOR CSMH COMBINED SEWER MANHOLE DIFF DIFFUSER CSMT CASEMENT DIM DIMENSION CSP CONCRETE SEWER PIPE DIP DUCTILE IRON PIPE CST CAST STONE DIR DIRECTION CSTC CRUSHED SURFACING TOP COURSE DISC DISCONNECT CT CERAMIC TILE, CONICAL TEE, CURRENT TRANSFORMER DISC SW DISCONNECT SWITCH CTB CEMENT TREATED BASE DISCH DISCHARGE CTR CENTER(S) DISTR DISTRIBUTION CTRL CONTROL DL DEAD LOAD CTRLR CONTROLLER DLN DRIPLINE CTY CABLE TRAY DMP-# DECORATIVE METAL PANEL TYPE CU COPPER, CUBIC, CONDENSING UNIT DN DOWN CU YD CUBIC YARD DO DITTO, DISCRETE OUTPUT CULV CULVERT DOC DEGREE OF CURVATURE CV CONTROL VALVE, CONSTANT VOLUME, CABLE VAULT DOE DEPARTMENT OF ECOLOGY CVLV CHECK VALVE DOIT DEPARTMENT OF INFORMATION TECHNOLOGY CW CONCRETE WALK, CONTACT WIRE, CLOCKWISE, COLD DOM DOMESTIC WATER DP DAMPPROOFING, DEEP CWA COUNTERWEIGHT ANCHOR DPR DAMPER CWP CEMENTITIOUS WALL PANEL DR DRIVE, DOOR CWR CONTINUOUS WELDED RAIL DRN DRAIN CWT COUNTERWEIGHT DS DOWNSPOUT, DOOR SWITCH CW-# CURTAIN WALL TYPE DSP DRY STANDPIPE CY CUBIC YARD(S) DWG(S) DRAWING(S) DWL DOWEL D DWR DRAWER DWV DRAIN, WASTE, VENT D DEEP, DEPTH, DUCT DX DIRECT EXPANSION D/W DRIVEWAY DA DISABLED E DB DRY BULB, DIRECT BURIED, DC BREAKER DB DUCT, CONDUIT, DEPTH, DUCTBANK E EAST/EASTING, ELECTRICAL DBA DEFORMED BAR ANCHOR E/P EDGE OF PAVEMENT DBH DIAMETER BREAST HEIGHT E/S EDGE OF SHOULDER DBL DOUBLE Ea ACTUAL TRACK SUPERELEVATION (INCHES) Dc DEGREE OF CIRCULAR CURVE (ARC DEFINITION) EA EACH, EXHAUST AIR DC DIRECT CURRENT, DISTRIBUTION CABINET EAT ENTERING AIR TEMPERATURE DESIGNED BY: E. GOLLER DRAWN BY: C. SAXE CHECKED BY: M. FOLWELL 12/10/2024 1 EDG LDG JKH ISSUED FOR BID APPROVED BY: DATE IDSN CHK APP REVISION J. HARPER SUBMITTED BY: 12/04/2024 R. PARGAS EB EASTBOUND ETC ET CETERA FHMS FLAT HEAD MACHINE SCREW EBC EMBEDDED CONDUIT ETEL EMERGENCY TELEPHONE FHV FIRE HOSE VALVE EC ELECTRICAL CONTRACTOR, END CAP, ELECTRICAL ETS EMERGENCY TRIP STATION FIN FINISH(ED) CONDUIT, EPDXY -COATED, ELECTRICALLY ETT ELECTRIC TRANSMISSION TOWER FIX FIXED COMMUTATED ETW EDGE OF TRAVELED WAY FIXT FIXTURE ECS ENVIRONMENTAL CONTROL SYSTEM Eu UNBALANCED TRACK SUPERELEVATION (INCHES) FJ FEEDER JUMPER ED ELECTRIC(AL) DUCT EUH ELECTRICAL UNIT HEATER FL FLOW LINE, FLANGE EDD EXHAUST DUCT DAMPER EV ELECTRIC VAULT, ELECTRIC VEHICLES FLA FULL LOAD AMPA EER ENERGY EFFICIENCY RATING EVP EMERGENCY VEHICLE PREEMPTION FL-# FLOURPOLYMER COATING - TYPE EF EACH FACE, EXHAUST FAN EW EACH WAY, EASTBOUND TO WESTBOUND FLEX FLEXIBLE EFAN EXHAUST FAN EWC ELECTRIC WATER COOLER FLG FLANGE EFC EXPOSED FINISH CONCRETE EPDXY FIBERGLASS EWH ELECTRIC WATER HEATER FLH FLATHEAD CONDUIT EWT ENTERING WATER TEMPERATURE FLR FLOOR EFD EXHAUST FAN DAMPER EX/EXIST EXISTING FLSH FLASHING EFF EFFICIENCY EXC/EXCAV EXCAVATION FLUOR FLUORESCENT EFW EFFECTIVE FLUID WEIGHT EXF EXHAUST FAN FM FORCE MAIN EG EXISTING GRADE EXH EXHAUST FMP FIRE MANAGEMENT PANEL EGR EMERGENCY GUARD RAIL EXP EXPANSION FN FENCE EHC ELECTRIC HEATING COIL EXPO EXPOSED FND FOUNDATION, FAN DAMPER EHS EXTRA HIGH STRENGTH EXT EXTERIOR, EXTINGUISHER, EXTERNAL FNIC FUTURE NOT IN CONTRACT El ELECTRICAL INTERLOCK FO FACE OF, FIBER OPTIC EJ EXPANSION JOINT F FOB FACE OF BRICK EJ-# / EJC-# EXPANSION JOINT COVER TYPE FOC FACE OF CONCRETE, FACE OF CURB ELAST-# ELASTOMERIC COATING TYPE F FLAG POLE, FAHRENHEIT, FIX FOF FACE OF FINISH F'c 28 DAY CONCRETE STRENGTH EL/ELEV ELEVATION, ELEVATOR FOIC FURNISHED BY OWNER, INSTALLED BY CONTRACTOR F/R FIRE RATED ELAST ELASTOMERIC FOIO FURNISHED BY OWNER, INSTALLED BY OWNER F/T FIXED TERMINATION ELEC/ELECT ELECTRIC(AL) FOP FACE OF POLE F TO F FACE TO FACE ELECPBD ELECTRIC PANEL BOARD FOS FACE OF SLAB / STUD / STRUCTURE, FACTOR OF FA FIRE ALARM, FIXED ANCHOR, FLOOR ASSEMBLY ELP EMERGENCY LIGHTING PANEL SAFETY FAAP FIRE ALARM ANNUNCIATOR PANEL EM ELECTROMAGNETIC MONITORING FOT FIBER OPTIC TRANSMISSION SYSTEM FABX FIRE ALARM BOX EMB EMBEDMENT, EMBEDDED PLATE/ITEM FOW FACE OF WALL FAC FACILITY EMER EMERGENCY FP FIRE PROTECTION FACP FIRE ALARM CONTROL PANEL EMH ELECTRIC MANHOLE FPAP FALL PROTECTION ANCHOR POST FAF FRESH AIR FAN EMI ELECTROMAGNETIC INTERFERENCE FPM FEET PER MINUTE FAI FRESH AIR INTAKE EMP EMERGENCY MANAGEMENT PANEL FPP FIBER OPTIC PATCH PANEL FB FLAT BAR, FORESTED BUFFER EMR ELEVATOR MACHINE ROOM FPRF FIRE PROOF FBO FURNISHED BY OWNER EMRF EMERGENCY REVERSIBLE FAN FR FROM FBRGLC FIBERGLASS CONDUIT EMS EMERGENCY MANAGEMENT SYSTEM FREQ FREQUENCY, FREQUENTLY FC FACE OF CURB, FLEXIBLE CONNECTION, FARE EMT ELECTRICAL METALLIC TUBING FRP FIBERGLASS REINFORCED PLASTIC/POLYMER ENCL ENCLOSURE COLLECTION FRT FIRE RESISTANT TREATED FC-# FLUOROPOLYMER COATING TYPE ENGR ENGINEER FS FAR SIDE, FIRE SERVICE, FUSED SWITCH FCC FIRE COMMAND CENTER ENTR ENTRANCE FSD FIRE SMOKE DAMPER FCO FLOOR CLEANOUT EOP/EP EDGE OF PAVEMENT FT FOOT/FEET FCS FIELD CONTROL SYSTEM EPF ELEVATOR SHAFT PRESSURIZATION FAN FTB FLUIDIZED THERMAL BACKFILL FCU FAN COIL UNIT EPO EMERGENCY POWER OFF FTC FIRE EXTINGUISHER/TELEPHONE CABINET FD FIBER DUCT, FLOOR DRAIN EPP EMERGENCY POWER PANEL FTG FOOTING FDC FIRE DEPARTMENT CONNECTION EQ EQUAL FUR FURRING FDCP FIRE DAMPER CONTROL PANEL EQNBK STATION EQUATION BACK FURN FURNISH FDN FOUNDATION EQNAHD STATION EQUATION AHEAD FUT FUTURE FDP FIBER DISTRIBUTION PANEL EQPT EQUIPMENT FVE FARE VENDING EQUIPMENT EQUIV EQUIVALENT FDR FEEDER FVEC FIRE VALVE & EXTINGUISHER CABINET FE-# FIRE EXTINGUISHER TYPE ERER EMERGENCY BACKPACK STORAGE FVNR FULL VOLTAGE NON -REVERSING FEC-# FIRE EXTINGUISHER CABINET TYPE ES EACH SIDE, EXTRA STRENGTH FW FIELD WELD ESC ESCALATOR FF FINISHED FLOOR, FAR FACE FWD FORWARD ESL ELECTRIC STREET LIGHT FFJ FULL FEEDING JUMPER FXTR FIXTURE ESMT EASEMENT FG FINISH GRADE R-4332261 FH FIRE HYDRANT ESP EXTERNAL STATIC PRESSURE DEVELOPMENT ENGINEERING FHC FIRE HOSE CABINET EST ESTIMATED msippo 11/25/2025 ' SCALE: STRIDE BUS RAPID TRANSIT DRAWING No.: w NTs BT120-GZN002 FILENAME: SOUTH RENTON TRANSIT CENTER r)?IDE w _j S1-BT120-GZN001-005 BT105 FACILITY ID: BRT General Engineering Consultant J SOUNDTRANSIT CONTRACT No.: GENERAL BT120 RTA/CN 0205-24 GENERAL ABBREVIATIONS SHEET No.: REV: DATE: REVIEWED BY: DATE: DATE: 012 0 12/10/2024 1 J. ALTCHECH 12/10/2024 12/10/2024 m m N O O O N Q D J ABBREVIATIONS (CONT'D) O 0 LU 0 0 0 0 z N 0 N m U) 0 N M IZI- U w Q W W I CD w w o6 x m Q I U) U) U op — O Q? 0 O N z O Y O co 0 U N0 HD HARD DRAWN INFO INFORMATION Lc TOTAL LENGTH OF CIRCULAR CURVE G HDPE HIGH DENSITY POLYETHYLENE (PIPE) INSP INSPECTION, INSPECT LC LIGHTING CONTROL G1 GRADE SUFFIX (1) HDR HEADER INST INSTANTANEOUS LCP LIGHTING CONTROL PANEL LOCAL CONTROL PANEL G2 GRADE SUFFIX (2) HDW HARDWARE INSUL-# INSULATION TYPE LED LIGHT EMITTING DIODE G GAS, GROUND, GRADE HEX HEXAGONAL INT INTERIOR, INTERMEDIATE LF LINEAR FOOT/FEET G/L GROUND/GRADE LINE HH HAND HOLE INV INVERT LG LENGTH G/R PL GUARD RAIL PLATE HI TRACK HIGHPOINT IP IRON PIPE, INTERMEDIATE PRESSURE LH LEFT HAND GA GAUGE HK HOOK IPS IRON PIPE SIZE LHR LEFT HAND REVERSE GAL GALLON HM HOLLOW METAL IR INSIDE RADIUS, IN RUNNING LID LOW IMPACT DRAINAGE ZONE GALV GALVANIZED, HOT DIPPED GALVANIZED HMA HOT MIX ASPHALT IRG, IRR, IRRIGATION LIN LINEAR GALVS GALVANIZED STEEL HMD HOLLOW METAL DOOR IRRIG LJ LEADED JOINT GB GRAB BAR, GROUND BUS HMF HOLLOW METAL FRAME ITC INTERFACE TERMINAL CABINET LJT LONGITUDINAL JOINT GB-# GLAZING BLOCK TYPE HNDRL-# HAND RAIL TYPE ITS INFORMATION TECHNOLOGY SYSTEM, INTELLIGENT LL LIVE LOAD GC GENERAL CONTRACTOR HO HAND OPERATED TRANSPORTATION SYSTEMS LLH LONG LEG HORIZONTAL GD GUIDEWAY DISPERSION, GARAGE DRAIN HOF HEEL OF FROG IW INDIRECT WASTE LLV LONG LEG VERTICAL GDR-# GUARDRAIL SYSTEM TYPE HORIZ HORIZONTAL LNWD LYNNWOOD GEN GENERATOR HP HORSE POWER, HIGH PRESSURE LO TRACK LOWPOINT GFCI GROUND FAULT CIRCUIT INTERRUPTER HPC HIGH PERFORMANCE COATING LOC LIMITS OF CONSTRUCTION, LOCATION J JUMPER GFI GROUND FAULT INTERRUPTER HPC-# HIGH PERFORMANCE COATING TYPE LONG LONGITUDINAL JAN JANITOR GFRP GLASS FIBER REINFORCED PLASTIC HPG HIGH PRESSURE GAS LOP LIMIT OF PAVEMENT JB, J-BOX JUNCTION BOX GFRP-# GLASS FIBER REINFORCED PLASTIC - TYPE HPT HIGH POINT LR-# LEAN RAIL TYPE JCT JUNCTION GH GROUND HYDRANT HR HANDRAIL LP LOW PRESSURE, LIGHTING PANEL JS JANITOR SINK GI GROUND INLET HRC HEAT RECOVERY COIL LPT LOW POINT JST JOIST GL GLAZING HRL HIGH RAIL LEVEL LR LOW RAIL JT/JNT JOINT GL-# GLAZING TYPE HS HIGH STRENGTH, HEEL OF SWITCH LRT LIGHT RAIL TRANSIT JT BKR JOINT BACKER GM GAS METER HSB HIGH STRENGTH BOLT LRV LIGHT RAIL VEHICLE GND GROUND HSS HOLLOW STEEL/STRUCTURAL SECTION HIGH K Ls TOTAL LENGTH OF SPIRAL GP GAUGE PLATE STRENGTH STEEL Ls1 SUFFIX (1) AT SYMBOL DENOTES DATA FOR FIRST GP-# GRAFITTI COATING TYPE HT HEIGHT(H), HAND THROW (MANUAL) K KIP (1000 POUNDS) SPIRAL IN UNSYMMETRICAL SPIRALIZED CURVE GPM GALLONS PER MINUTE HTR HEATER KA KILOAMPERE Ls2 SUFFIX (2) - SAME AS ABOVE, SECOND SPIRAL GR GRADE, GAS REGULATOR GALVANIZED HV HIGH VOLTAGE KC KING COUNTY Ls3 SUFFIX (3) - SAME AS ABOVE, THIRD SPIRAL GRAN GRANITE HVAC HEATING, VENTILATION & AIR CONDITIONING KCMIL THOUSAND CIRCULAR MILS LS LUMP SUM, LINE SECTION GRD GROUNDING DEVICE, GRILLE REGISTER DIFFUSER HW HEADWALL KCWW KING COUNTY WASTE WATER LSL LONG SLOTTED HOLES GRL GRILLE HWT HOT WATER TANK KF KIP -FOOT LT LEFT, LEAK TESTING, LIGHT GRL-# OVERHEAD COILING GRILLE TYPE HYD HYDRANT KO KNOCK -OUT LTG LIGHTING GRS GALVANIZED RIGID STEEL HZ HERTZ KLF KIPS PER LINEAR FOOT LV LOW VOLTAGE, LAVATORY GRSC GALVANIZED RIGID STEEL CONDUIT KSF KIPS PER SQUARE FOOT LVC LENGTH OF VERTICAL CURVE (PVC TO PVT) GRTG-# GRATING TYPE I KSI KIPS PER SQUARE INCH LVL LEVEL GRX GRADE CROSSING 1/0 INPUT/OUTPUT KV KILOVOLT LVR-# LOUVER TYPE GS GALVANIZED STEEL KVA KILOVOLT AMPERE LWT LEAVING WATER TEMPERATURE I/R IN -RUNNING (RIDING CONTACT WIRE) GSC GALVANIZED STEEL CONDUIT I INTERLOCK KVAR KILOVOLT AMPERES REACTIVE GSP GALVANIZED STEEL PIPE, CONDUIT (GSC) IA INTRUSION ALARM KW KILOWATT m GUY GUY LINE IB IMPEDANCE BONDS KWHR KILOWATT-HOUR M METER, MOVEABLE GV GAS VALVE, GATE VALVE, GREASE VENT IBC INTERNATIONAL BUILDING CODE M/L MAIN LINE L GVP GAS VENT PIPE ICC INTERNATIONAL CODE COUNCIL M/N MODEL NUMBER GW GREASE WASTE ID INSIDE DIAMETER/DIMENSION IDENTIFICATION L LEFT, LENGTH, LINED, LINING, STRUCTURAL ANGLE, M/O MOTOR OPERATED GWB GYPSUM WALL BOARD IE INVERT ELEVATION LONGITUDINAL M/W MESSENGER WIRE GYP GYPSUM IF INSIDE FACE L-L LINE TO LINE VOLTAGE MA MAST ARM IJ INSULATING / ISOLATION JOINT L/T LEFT TRACK MACH MACHINE H ILLUM ILLUMINATED LA LIGHTNING ARRESTOR MAINT MAINTENANCE H HIGH, HORIZONTAL, HEIGHT IM INFORMATION MONITOR LAD LADDER MAS MASONRY H-SPAN HEAD SPAN IN INCH(ES) LAM LAMINATE MAT MIXED AIR TEMPERATURE H/R HEAD ROOM IN WC INCHES WATER COLUMN LAT LATERAL, LEAVING AIR TEMPERATURE MATL MATERIAL H/W HOT WATER INC INCLUDE, INCOMING LAV LAVATORY MAV MANUAL AIR VENT HAS HEADED ANCHOR STUD INCD INCANDESCENT LB(S) POUND(S) MAX MAXIMUM HB HOSE BIBB INCL INCLUDE, INCLUDING LB/FT POUNDS PER FOOT MBH 1000 BRITISH THERMAL UNITS PER HOUR HC HEATING COIL, HOLLOW CORE IND INDICATE LBF POUNDS FORCE MBR MEMBER DESIGNED BY: E. GOLLER DRAWN BY: C. SAXE CHECKED BY: M. FOLWELL 12/10/2024 1 EDG LDG JKH ISSUED FOR BID APPROVED BY: DATE IDSN CHK APP REVISION J. HARPER SUBMITTED BY: 12/04/2024 R. PARGAS MC MECHANICAL CONTRACTOR, MISCELLANEOUS CHANNEL, MAGNETIC CONTACT SWITCH MC-# METAL CEILING TYPE MCA MINIMUM CIRCUIT AMPPACITY MCB MAIN CIRCUIT BREAKER MCC MOTOR CONTROL CENTER MCD MULTIPLE CONCRETE DUCTS, CONDUITS MD-# STRUCTURAL METAL DECK MD MEASURE DOWN, MOTORIZED DAMPER MDE MAXIMUM DESIGN EARTHQUAKE MDF MEDIUM DENSITY FIBERBOARD MDG MOLDING MDP MAIN DISTRIBUTION PANEL MDPR MOTORIZED DAMPER MECH MECHANICAL MED MEDIUM MEMB MEMBRANE MEP MECHANICAL ELECTRICAL PLUMBING M EZZ MEZZANINE MFR MANUFACTURER MH MAINTENANCE HOLE, MANHOLE MIL EQUAL TO 1/1000TH OF AN INCH (0.001") MIN MINIMUM MISC MISCELLANEOUS MJ MECHANICAL JOINT, MOVEMENT JOINT MLT MOUNTLAKE TERRACE MLO MAIN LUGS ONLY MM MILLIMETER MO MASONRY OPENING MOD MODULAR, MOTOR OPERATED DAMPER, MODULATING, MODIFIED MON MONUMENT MOP MOTOR OPERATED MOT MAINTENANCE OF TRAFFIC MOV MOVABLE MP MILE POST, MEDIUM PRESSURE, MID -POINT, MORE PERMISSIVE SPEED MP-# METAL PANEL TYPE MPA MID -POINT ANCHOR MPB MAIN POWER SWITCHBOARD MPH MILES PER HOUR MR MOISTURE RESISTANT MRP-# METAL ROOF PANEL TYPE MRSS MOTOR RATED SNAP SWITCH MRT MORTAR MS MOTOR STARTER MSB MAIN SWITCHBOARD MSE MECHANICALLY STABILIZED EARTH MSFS METAL STRUT FRAMING SYSTEM MSL MEAN SEA LEVEL MSP MOTOR STARTER PANEL MT MAGNETIC TESTING, MISCELLANEOUS TEE MTB MAIN TERMINAL BOARD I R-4332262 MTD MULTIPLE TILE DUCT/CONDUIT, MOUNTED MTG MOUNTING DEVELOPMENT ENGINEERING Adshk MTL METAL msippo 11/25/2025 (JI MTR METER MUTCD MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES SCALE: STRIDE BUS RAPID TRANSIT DRAWING No.: w NTs BT120-GZN003 FILENAME: SOUTH RENTON TRANSIT CENTER IM)lwco .5r)?IDE co S1-BT120-GZN001-005 BT105 FACILITY ID: BRT General Engineering Consultant J SOUNDPMNSIT CONTRACT No.: GENERAL BT120 RTA/CN 0205-24 GENERAL ABBREVIATIONS SHEET No.: REV: DATE: REVIEWED BY: DATE: DATE: 013 0 12/10/2024 1 J. ALTCHECH 12/10/2024 12/10/2024 co N O O N � mV O MVA MVSS 0 L L] M W N N/A NB NBR NC NCWD NE NEC NEG NEMA NESC NF NFHB NGPA/NGPE NIC NL NMC NO NO./No. NOM NPCW NPDES NPS NPT NR NRCP NS NSR NST NTS NUM NW MILLIVOLT MEGAVOLT AMPERE MEDIUM VOLTAGE SUBSTATION MEGAWATT, MESSENGER WIRE N NORTH/NORTHING, NEUTRAL NOT APPLICABLE NORTHBOUND NON -BRIDGING NORMALLY CLOSED NORTH CITY WATER DISTRICT NORTHEAST NATIONAL ELECTRICAL CODE NEGATIVE _ NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION P NATIONAL ELECTRIC SAFETY CODE IHWM OS OSA OSD OTC OTM OTS ORDINARY HIGH WATER MARK IP, OPL OIL PIPELINE, OLYMPIC PIPELINE IPNG OPENING )PP OPPOSITE IR OUTSIDE RADIUS IRD OVERFLOW ROOF DRAIN IRL OVERFLOW RAINWATER LEADER OCCUPANCY SENSOR OUTSIDE AIR OVERHEAD STORM DRAIN OVERLAKE TRANSIT CENTER OTHER TRACK MATERIAL OPEN TO STRUCTURE NEAR FACE P/C NON -FREEZE HOSE BIB P/S NATIVE GROWTH PROTECTION AREA/EASEMENT P/T NOT IN CONTRACT PA NIGHT LIGHT PADC NON-METALLIC CONDUIT NORMALLY OPEN PAN NUMBER PB-# NOMINAL PB NON POTABLE COLD WATER PBX NATIONAL POLLUTION DISCHARGE ELIMINATION PC SYSTEM NOMINAL PIPE SIZE PC CONC NATIONAL PIPE THREAD PC-# NOT REGISTERED PCC NON -REINFORCED CONCRETE PIPE NEAR SIDE, NOT SUPPORTED P NOT SUPPORTED OR REGISTERED P NOT STEEPER THAN P NOT TO SCALE P NUMBER P NORTHWEST, NOISE WALL P W, O OPEN, OIL O/L OVERLAP (D O/R OUT -OF -RUNNING (NON -RIDING CONTACT WIRE) q O/S OFFSET 0 OA OUTSIDE AIR, OVERALL z OBD OPPOSED BLADE DAMPER OC ON CENTER I- 0° OCS OVERHEAD CATENARY/CONTACT SYSTEM U) o OD OUTSIDE DIAMETER/DIMENSION M ODE OPERATIONAL DESIGN EARTHQUAKE 0 OF OIL FILLED, OUTSIDE FACE w OFCI OWNER FURNISHED CONTRACTOR INSTALLED x cn OH OVERHEAD, OPPOSITE HAND U-11 OHB OVERHEAD BRIDGE w OHE OVERHEAD ELECTRICAL X m OHP OVERHEAD POWER Q I U) U U) m —o Q? N (D z o Y o [No co 12/10/2024 EDG LDG JKH ISSUED FOR BID U DATE DSN CHK APP REVISION CCP CF CID C P-# D E ED EF ERF ERP ET F G GL GRS GRSC H IS IP ITO PIV PJP A PANEL, PIPE, POLE, PAINT, PILASTER OFFSET FROM INITIAL TANGENT TO PC OF THE SHIFTED CIRCLE PRECAST PRE -STRESSED POST TENSIONED, POCKET TRACK PUBLIC ADDRESS PUBLIC ADDRESS DISTRIBUTION CABINET (REMOTE AMPLIFIER RACK) PANTOGRAPH PAVER - WAYFINDING BRAID - TYPE PULLBOX, PUSHBUTTON PRIVATE BRANCH EXCHANGE POINT OF CURVATURE, POINT OF CHANGE FROM TANGENT TO CIRCULAR CURVE PRECAST CONCRETE PRECAST CONCRETE PAVER - TYPE PORTLAND CEMENT CONCRETE, POINT OF COMPOUND CURVATURE PORTLAND CEMENT CONCRETE PAVEMENT POUNDS PER CUBIC FOOT PLANTING CONTROL POINT PRECAST CONCRETE PANEL - TYPE PLASTIC DUCT/CONDUIT, PERFORATED PRELIMINARY ENGINEERING, POLYETHYLENE PEDESTRIAN PLATFORM EXHAUST FAN PERFORATED PERPENDICULAR PUBLIC EMERGENCY TELEPHONE POINT OF FROG PERFORMANCE GRADE PROPOSED/PROFILE GRADE LINE PVC COATED GRS PVC COATED GRS CONDUIT PHASE, POTHOLE POINT OF INTERSECTION OF TWO TANGENTS POINT OF INTERSECTION OF TANGENTS OF A SPIRAL PROTECT IN PLACE POINT OF INTERSECTION OF TURNOUT STRAIGHT AND DIVERGING SIDES POST INDICATOR VALVE PARTIAL JOINT PENETRATION DESIGNED BY: E. GOLLER DRAWN BY: C. SAXE CHECKED BY: M. FOLWELL APPROVED BY: J. HARPER ABBREVIATIONS (CONT'D) PL PLATE, PROPERTY LINE, PLACE, PLASTIC R PLAM PLASTIC LAMINATE PLAM-# PLASTIC LAMINATE - TYPE R - 1/0 REMOTE INPUT/OUTPUT PLAS PLASTER R RADIUS, RISER, RANGE RESISTANCE, RIM, RELAY, PLAT PLATFORM RIGHT PLBG PLUMBING RC RADIUS OF CIRCULAR CURVE PLC PLACE(S) RS RADIUS OF SPIRAL PLF POUNDS PER LINEAL FOOT R/T RIGHT TRACK PLP PLASTIC PIPE RA RETURN AIR, RADIO ANTENNA PLUMB PLUMBING RAD RADIUS, RADIAL PLYWD PLYWOOD RA-# ROOFING ASSEMBLY TYPE PM PARKING METER RAL-# ROOF ACCESS LADDER TYPE PMJF PRE -MOLDED JOINT FILLER RAT RETURN AIR TEMPERATURE PNL PANEL RB-# RESILIENT BASE - TYPE PNT POINT RB READER BOARD PNT-# PAINT COLOR RC REINFORCED CONCRETE PO PUSH -ON JOINT, POWER OPERATED RCP REINFORCED CONCRETE PIPE, REFLECTED CEILING POB POINT OF BEGINNING PLAN POC POINT ON CURVE, POINT OF CONNECTION RCPR REINFORCED CONCRETE PIPE RUBBER GASKET POE POINT OF ENDING, POWER OVER ETHERNET RCPT RECEPTACLE POH POWER OVERHEAD RCV REMOTE CONTROL VALVE POS POINT OF STATIONING, POSITIVE RCVR RECEIVER PP PETROLEUM PRODUCTS, POWER POLE POWER PANEL RD ROAD, ROOF DRAIN, RADIO DISTRIBUTION PPB PEDESTRIAN PUSH BUTTON RDWY ROADWAY PR PAIR, PROPOSED RE RIM ELEVATION, RESIDENT ENGINEER RUNNING EDGE PRC POINT OF REVERSE CURVATURE OF RAIL PREFAB PREFABRICATED RECON RECONNECT PREFIN PREFINISHED RECT RECTANGULAR, RECTIFIER PRELIM PRELIMINARY REF REFERENCE PROJ PROJECTION REFRIG REFRIGERANT PROP PROPOSED REG REGISTER PRV PRESSURE REDUCING VALVE REINF REINFORCE(D) (ING) (MENT) PRVT PRIVATE RELOC RELOCATE PS-# PRECAST CONCRETE STAIR, TREAD/LANDING READ REQUIRED PS POINT OF SWITCH, PRESTRESSING RES RESERVOIR PSE PUGET SOUND ENERGY RESP-# EPDXY RESINOUS FLOORING PSF POUNDS PER SQUARE FOOT RET RETAINING, RETURN(ED) PSI POUNDS PER SQUARE INCH REV REVISED/REVISION, REVERSE(IBLE) PSIG POUNDS PER SQUARE INCH GAUGE RFG ROOFING PT POINT OF TANGENCY, POCKET TRACK, PRESSURE RFL-# RESILIENT FLOORING - TYPE TREATED, POINT OF CHANGE FROM CIRCULAR CURVE RFLD REFLECTED TO TANGENT, POST TENSIONING RGS RIGID GALVANIZED STEEL PTZ PAN TILT ZOOM RGSC RIGID GALVANIZED STEEL CONDUIT PT-# PORCELAIN TILE - TYPE, SURVEY POINT NUMBER RH RIGHT HAND PVC POLYVINYL CHLORIDE (PIPE), POINT OF VERTICAL RHR RIGHT HAND REVERSE CURVATURE RJ RESTRAINED JOINT PVCC POINT OF VERTICAL COMPOUND CURVE RLL RAIN WATER LEADER, REFRIGERANT LIQUID LINE PVI POINT OF VERTICAL INTERSECTION RLUB RAIL LUBRICATOR PVMT PAVEMENT RM ROOM PVT POINT OF VERTICAL TANGENCY RMV REMOVE PWR POWER RNLD RONALD WASTEWATER DISTRICT RO ROUGH OPENING Q ROT ROTATED VIEW QT QUARRY TILE ROW, R/W RIGHT-OF-WAY QTY QUANTITY RP RADIUS POINT QUAD QUADRANT RPBP REDUCED PRESSURE BACKFLOW PREVENTER RPM REVOLUTIONS PER MINUTE RR RAILROAD SUBMITTED BY: 12/04/2024 R. PARGAS SCALE: Q LU J NTS - Q FILENAME: .5r)?IDE Ln U IM)l ICO J S1-BT120-GZN001-005 BRT General Engineering Consultant J CONTRACT No.: SOUNDTRANSIT RTA/CN 0205-24 DATE: REVIEWED BY: DATE: DATE: 12/10/2024 1 J. ALTCHECH 12/10/2024 12/10/2024 RRX RAILROAD GRADE CROSSING RS-A RIPARIAN SHRUB BUFFER'A' RS-B RIPARIAN SHRUB BUFFER'B' RSC RIGID STEEL CONDUIT RSCL RAILROAD SIGNAL AND COMMUNICATIONS LINE RSD-# RESINOUS STATIC DISSIPATIVE FLOORING - TYPE RSL REFRIGERANT SUCTION LINE RT-# ROOF SYSTEM TYPE RT RIGHT RTD RESISTANCE TEMPERATURE DETECTOR RTU REMOTE TERMINAL UNIT RVS REVERSE RW RETAINING WALL S S SOUTH, SLOPE, SINK, S-SHAPE S-SPAN STEADY SPAN S-T SELF TAPPING S/C SIGNAL/COMMUNICATION S/DW SINK WITH ATTACHED DISHWASHER S/S SERVICE SINK S/W SIDEWALK SA SUPPLY AIR, SURGE ARRESTOR SAF SUPPLY AIR FAN SAFF SELF -ADHERED FLEXIBLE FLASHING SAFTP STAND-ALONE FARE TRANSACTION PROCESSOR SAN SANITARY SEWER SAP SUBSTATION ALARM PANEL SAT SUPPLY AIR TEMPERATURE, SPRAYED ACOUSTIC TREATMENT SB SOUTHBOUND, STRADDLE BENT SBR SEALANT AND BACKER ROD Sc SPIRAL TO CURVE SIGNAL/COMMUNICATION SCADA SUPERVISORY CONTROL AND DATA ACQUISITION SCAT SIMPLE CATENARY AUTO TENSION SCFT SIMPLE CATENARY FIXED TERMINATION SCH/SCHED SCHEDULE SCL SEATTLE CITY LIGHT SCR SMART CARD READER, SCREW SCRN SCREEN SD STORM DRAIN, SMOKE DETECTOR SDD SUPPLY DUCT DAMPER SDMH STORM DRAIN MAINTENANCE HOLE, STORM DRAIN MANHOLE SDT SMOKE DETECTOR SE SOUTHEAST SEC SECOND, SECURITY, SECTION SECT SECTION SEER SEASONAL ENERGY EFFICIENCY RATIO SEG SEGMENT(AL) SEM SEQUENTIAL EXCAVATION METHOD SENS SENSIBLE SEQ SEQUENCE SERV SERVICE SF SQUARE FOOT/FEET, SUPPLY FAN R-4332263 SF-# STORE FRONT SYSTEM TYPE SFD SUPPLY FAN DAMPER DEVELOPMENT ENGINEERING msippo 11 /25/2025 DRAWING No. - STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 GENERAL GENERAL ABBREVIATIONS BT120-GZN004 FACILITY ID: BT120 SHEET No.: REV: 014 0 co co N O O O 4 Q J ABBREVIATIONS (CONT'D) 0 LU 0 0 0 0 Z N C� 0 N m U) 0 N M IZI- 0 U w Q W w I w w o6 x m Q I U) U) U op — O Q? 0 O N z O Y O co 0 U No SFRM SPRAY -APPLIED FIRE RESISTIVE MATERIAL STP STEEL PIPE, DUCT, CONDUIT TE TRACTION ELECTRIFICATION SH SHOWER/TUB, STANDARD HYDROSEED, SYSTEM STR STAIR TEL TELEPHONE HEIGHT STRUCT STRUCTURE(AL) TELECOMM TELECOMMUNICATION SHC SHOTCRETE STU SHOCK TRANSMISSION UNIT TEMP TEMPORARY, TEMPERATURE SHT SHEET SU STUB UP TERM TERMINAL SHTHG SHEATHING SUB SUBSTATION TES TRACTION ELECTRIFICATION SYSTEM SI SECTION INSULATOR SUPT SUPPORT TESC TEMPORARY EROSION SEDIMENT CONTROL SIG SIGNAL SURF SURFACE TF TOP FACE, TEMPERATURE FAHRENHEIT, TRACK FEET SIM SIMILAR SUSP SUSPENDED TFD TUNNEL FAN DAMPER SJO STANDARD JUNIOR OIL RESISTANT COMPOUND SVC,SVCS SERVICE(S) TG TELEGRAPH, TOP OF GRADE, TRANSFER GRILLE, TOP SJT SCORE JOINT SW SHEARWALL, SIDEWALK, SOUTHWEST, SWITCH OF GRATE SL STREET LIGHT, SHELTER LIGHT, SLOPE, SOUND LINED, SWA SINGLE WIRE ANCHOR TH THICKNESS, THRESHOLD SLEEVE SWBD SWITCHBOARD THK THICK(NESS) SL-# SLOPED GLAZING - TYPE SWFT SINGLE WIRE FIXED TERMINATION (OCS) THRD THREADED SLJ STREET LIGHT JUNCTION BOX SWGR SWITCH GEAR TI TENANT IMPROVEMENTS SLNT SEALANT SWH SWITCH HEATER TJB TRAFFIC JUNCTION BOX SLSM SOUND LINED SHEET METAL SWHT SWITCH HEATER TRANSFORMER TL TENSION LENGTH SM SHEET METAL SWPPP STORM WATER POLLUTION PREVENTION PLAN TMH TELEPHONE MANHOLE SMFO SINGLE MODE FIBER OPTIC SWR SEWER TO TURNOUT, TOP OF SMR SURFACE METAL RACEWAY SYM SYMBOL, SYMMETRICAL TOB TOP OF BEAM SNS STREET NAME SIGN SYS SYSTEM TOC TOP OF CONCRETE, TOP OF STRUCTURAL CONCRETE SOE SUPPORT OF EXCAVATION T TOD TRANSIT ORIENTED DEVELOPMENT, TOP OF DUCT SOG SLAB ON GRADE TOF TOP OF FOOTING T TOP, TANGENT, TELEPHONE, TOWNSHIP, THERMOSTAT, SOP SET OUT POINT TOG TOP OF GRADE TRANSVERSE, TRIP SOV SHUT OFF VALVE TOP TOP OF PIPE T&B TOP AND BOTTOM SP STEEL PIPE/DUCT/CONDUIT, STATIC PRESSURE, SUMP TOR TOP OF RAIL T/ TOP OF PUMP TORW TOP OF RETAINING WALL T/C TRACK CENTERS, TOP OF CURB SPA, SPC SPACES, SPACING TOS TOP OF SLAB, TOP OF STRUCTURE, TOP OF STEEL T/EMB TOP OF EMBEDMENT SPEB SOUTH PORTAL ELECTRICAL BUILDING TOT TOTAL T/F TOE OF FROG, TOP OF FOUNDATION SPEC SPECIFICATION(S) TOW TOP OF WALL T/G TOP OF GROUND LINE SPF STAIRWELL PRESSURIZATION FAN TP TOTAL PRESSURE, TRAP PRIMER T/L TAX LOT SPKR SPEAKER TPO-# THERMOPLASTIC POLYOLEFIN ROOFING T/LR TOP OF LOW RAIL SPL SOLDIER PILE & LAGGING TPSS TRACTION POWER SUBSTATION T/P TOP OF PAVEMENT SPP SPECIES TR TRACK RELAY T/R TOP OF RAIL SPR SPRINKLER TRAC TRACTION TA-# TOILET ACCESSORY TYPE SPST SINGLE POLE SINGLE THROW TRANSF TRANSFORMER TAN TANGENT SPU SEATTLE PUBLIC UTILITIES TRANSV TRANSVERSE TB THRUST BLOCK, TAP BOX, TERMINAL BLOCK SQ SQUARE TRD TREAD TBB TELECOMMUNICATIONS BACK BOARD SQFT SQUAREFOOT TRK TRACK TBD TO BE DETERMINED SQ IN SQUARE INCH Ts1 TANGENT DISTANCE FROM TS TO PI TBF TUNNEL BOOSTER FAN SQHD SQUARE HEAD Ts2 TANGENT DISTANCE FROM ST TO PI TBM TUNNEL BORING MACHINE SREG SUPPLY REGISTER TS TRAFFIC SIGNAL, TEST STATION, TANGENT TO SPIRAL, TBR TO BE REMOVED SS SANITARY SEWER, STANDARD SEED, SUBSTATION STRUCTURAL TUBING, TERMINAL STRIP TC-# TERRA COTTA RAINSCREEN SYSTEM SSL SHORT SLOTTED HOLES TSH TOP OF SIGNAL HEAD Tc TANGENT DISTANCE FROM SC OR CS TO PI SSMH SANITARY SEWER MANHOLE/MAINTENANCE HOLE TSOE TEMPORARY SUPPORT OF EXCAVATION Tc1 SUFFIX (1) DENOTES DATA FOR FIRST TANGENT SSS SANITARY SIDE SEWER TSP TOTAL STATIC PRESSURE OF A COMPOUND CURVE SST STAINLESS STEEL TT TRANSFER TRIP, TRACK TRANSFORMER Tc2 SUFFIX (2) - SAME AS ABOVE, SECOND TANGENT ST-# METAL STAIRS TYPE TTC TELEPHONE TERMINAL CABINET OF COMPOUND CURVE ST STREET, SOUND TRANSIT, SPIRAL TO TANGENT TV TELEVISION/CABLE TELEVISION TC TOP OF CURB, TRAFFIC CONTROLLER BOX STA STATION(ING) TVF TUNNEL VENTILATION FAN (UNDERGROUND), TRACK CIRCUIT STD STANDARD, STANDARD TREE TVM TICKET VENDING MACHINE TCAL TEMPORARY CONSTRUCTION AIRSPACE LEASE STE STEAM TVOH TELEVISION OVERHEAD TCB TRAFFIC CONTROLLER BOX (ABOVE GROUND) STIFF STIFFENER TVS TUNNEL VENTILATION SHAFT TCE TEMPORARY CONSTRUCTION EASEMENT STIRR STIRRUP(S) TW THERMITE WELDING, TOP OF WALL TCR TRAIN CONTROL ROOM STL STEEL, STREET LIGHT TW PR TWISTED PAIR TD TELEPHONE DUCT, TRENCH DRAIN, TRACK DAMPER STMB STREAM BUFFER TWA TIE WIRE ANCHOR TDD TELECOMMUNICATIONS DISPLAY DEVICE STN-# STONE PANEL TYPE TWC TRAIN TO WAYSIDE COMMUNICATION TDM TRANSPORTATION DESIGN MANUAL STOR STORAGE TWM TACTILE WARNING MATERIAL DESIGNED BY: E. GOLLER DRAWN BY: C. SAXE CHECKED BY: M. FOLWELL 12/10/2024 1 EDG LDG JKH ISSUED FOR BID APPROVED BY: DATE IDSN CHK APP REVISION J. HARPER SUBMITTED BY: 12/04/2024 R. PARGAS TYP TYPICAL, TYPICAL AT ALL WCL WALL CONTROL LINE U WCO WATER CLEANOUT, WALL CLEANOUT WE WESTBOUND TO EASTBOUND U/C UNDER CONSTRUCTION WD WOOD U/S UNDERSIDE WF WIDE FLANGE (BEAM) UBC UNIFORM BUILDING CODE WF-# WALL FINISH TYPE LID UNDERDRAIN WG WATER GAUGE UG UNDERGROUND,UNDERGRADE WGR-# WATER AND GRAFFITI REPELLANT - TYPE UGB UNDERGRADE BRIDGE WH WATER HEATER UH UNIT HEATER WHDM WATT-HOUR DEMAND METER UL UNDERWRITER LABORATORIES WHM WATT-HOUR METER UNEX UNEXCAVATED WI WROUGHT IRON UNK UNKNOWN WID WIDTH UNO UNLESS NOTED OTHERWISE WIN WINDOW UP UTILITY POLE, UNION PACIFIC RR WIP WROUGHT IRON PIPE UPS UNINTERRUPTABLE POWER SUPPLY WK WORK UST UNDERGROUND STORAGE TANK WL WORK LINE, WIND LOAD UTIL UTILITY WLD WELDED UV ULTRAVIOLET, UTILITY VAULT V WM WATER METER, WATER MAIN WMH WATER MANHOLE V VALVE COVER/BOX, DESIGN VELOCITY IN MILES PER WOM WOMEN HOUR, VERTICAL, VOLT(S) WP WORK POINT, WEATHERPROOF VA VOLT AMPS WPM WATERPROOFING MEMBRANE VAC VACANT WP-# WATERPROOFING SYSTEM VAR VARIABLE/VARIES, VARIETY WQ WATER QUALITY VAV VARIABLE AIR VOLUME WR WATER RESISTANT VB VAPOR BARRIER WRC-1 WATER REPELLANT COATING TYPE VC VERTICAL CURVE WS WATER STOP VCD VITRIFIED CLAY DUCT, CONDUIT WSDOT WASHINGTON STATE DEPARTMENT OF VCP VITRIFIED CLAY PIPE TRANSPORTATION VCT VINYL COMPOSITION TILE WSH WASH, WASHER VCZ VEGETATION CLEAR ZONE WSP WELDED STEEL PIPE, WET STANDPIPE RESTORED VD VOLUME DAMPER SCRUB -SHRUB WETLAND VE VENT WT WIDE FLANGE STEEL "T" SECTION, WEIGHT, WARNING VENT VENTILATE (ION) TIME VERT VERTICAL WT-# WALL TILE TYPE VIF VERIFY IN FIELD, VERTICAL INSIDE FACE WUTC WASHINGTON UTILITIES AND TRANSPORTATION VLT VAULT COMMISSION VMS VARIABLE MESSAGING SYSTEMS/SIGN WV WATER VALVE VP VAPOR PROOF WWF WELDED WIRE FABRIC VPF VEGETATION PROTECTION FENCING X VPZ VEGETATION PROTECTION ZONE X BEARING TYPE CONN W/THREADS EXCLUDED FROM SHEAR VOIP VOICE OVER IP PLANE VS VOLTMETER SWITCH XBM CROSSBEAM VTR VENT THROUGH ROOF W XFMR TRANSFORMER XMTR TRANSMITTER W WEST, WATT, WATER, WIRE, WASTE, WIDE, WIDTH, WIDE XS EXTRA STRONG FLANGE SHAPE X-ING CROSSING W.M. WILLAMETTE MERIDIAN X-OVER CROSSOVER W/ WITH X-SPAN CROSS SPAN W/1 WITHIN Y W/O WITHOUT Y WYE, YARD, YELLOW WAB-# WATER AND AIR BARRIER TYPE YD YARD WAT WATER WABO WASHINGTON ASSOCIATION OF BUILDING OFFICIALS YL YARD LEADx Z R-4332264 WB WESTBOUND, WATER BOX, WET BULB WC WATER CLOSET, WATER COLUMN Z IMPEDANCE DEVELOPMENT ENGINEERING msippo 11 /25/2025 U SCALE: STRIDE BUS RAPID TRANSIT DRAWING No.: w NTs BT120-GZN005 FILENAME: SOUTH RENTON TRANSIT CENTER r)?IDE w _j S1-BT120-GZN001-005 BT105 FACILITY ID: BRT General Engineering Consultant J SOUNDPMNSIT CONTRACT No.: GENERAL BT120 RTA/CN 0205-24 GENERAL ABBREVIATIONS SHEET No.: REV: DATE: REVIEWED BY: DATE: DATE: 015 0 12/10/2024 1 J. ALTCHECH 12/10/2024 12/10/2024 N SYMBOLS LEGEND co--fs: co 3RT-CUD05-TB c T B-SEAL-JKH53 � NOTE: HATCH PATTERNS AND SYMBOLS MAY BE SHOWN AT DIFFERENT ORIENTATIONS AND/OR OVERLAP ON DRAWINGS. (V O ELEVATION ELEVATION O DESIGNATION DESIGNATION O o ELEVATION TITLErx—�� (LETTER) (LETTER) �, �, �, N LU SCALE: XX U ~ PERMANENT EASEMENT WETLAND REMOVE EXISTING DRAWING NUMBER OF X STRUCTURE N FIRST SHEET WHERE THE _ ELEVATION IS CUT FROM NORTH ARROW ELEVATION DRAWING NUMBER OF SHEET TEMP CONSTRUCTION EASEMENT (TCE) EXISTING WETLAND REMOVE CONCRETE PAVEMENT DESIGNATION WHERE THE ELEVATION IS SHOWN TEMP CONSTRUCTION AIRSPACE LEASE (TCAL) ELEVATION TITLE X LO (LETTER) (DASH IF ON SAME SHEET ONLY) CD SCALE: =.� CD O a - 4 - - # # 0 # # ELEVATION CUT ON r THE SAME SHEET ONLY PERMANENT WSDOT CONCRETE SIDEWALK / REMOVE BY OTHERS CV AIRSPACE LEASE (ASL) CONCRETE PAVEMENT SCALE IN FEET SCALE BAR (SCALE AS NOTED ON SHEET) .A 4' SECTION 1 ` �. • DESIGNATION SECTION rx (LETTER) CONSERVATION EXISTING CONCRETE SIDEWALK / REMOVE ASPHALT PAVEMENT SECTION EASEMENT EXISTING CONCRETE PAVEMENT SCALE: XX DESIGNATION co(LETTER) co DRAWING NUMBER OF N FIRST SHEET WHERE THE O SECTION IS CUT FROM CCD D X GUIDEWAY EASEMENT GRAVEL SURFACING N SECTION Q DESIGNATION NAVD '88 SECTION TITLE (LETTER) ALL DIMENSIONS SHOWN IN FEET DRAWING NUMBER OF SHEET UNLESS OTHERWISE SCALE: - WHERE THE SECTION IS SHOWN ACCESS EASEMENT OVERLAY DESIGNATED. (DASH IF ON SAME SHEET ONLY) SECTION CUT ON THE NAVD 88 DATUM SAME SHEET ONLY O TIEBACK/SOILNAIL EASEMENT HMA PAVEMENT DETAIL DESIGNATION DETAIL DETAIL TITLE # (NUMBER) DESIGNATION SCALE: XX (NUMBER)O O O TEMP ENVIRONMENTAL EMBANKMENT • DRAWING NUMBER OF # MONITORING EASEMENT ® FIRST SHEET WHERE THE DETAIL IS SHOWN - o000000000000 �----� o000000000000 Know whairsbelow. Call before you dig. DETAIL DESIGNATION # TEMPORARY CRANE BALLAST SWING EASEMENT DETAIL TITLE # (NUMBER) _ SCALE: - 0 DASH IF FROM DRAWING NUMBER OF SHEET PROPOSED RESOURCE SUBBALLAST SAME SHEET ONLY WHERE THE DETAIL IS SHOWN CONSERVATION AREA (DASH IF ON SAME SHEET ONLY) 0 o a ° 4 0 N FEE ACQUISITION POROUS CONCRETE C� o EXIST ELEV PROPOSED m ELEV OR PGL (T/LR) o N 7 N AREA IMPACTED BY EXISTING NOT IN CONTRACT N � o EXCAVATION SUPPORT SYSTEM O I` N 0 co U X NB 000+00 Q v) TYPICAL PROFILE w ELEVATION DATA R-4332265 I 0 LU DEVELOPMENT ENGINEERING � % IL LU Q m msippo 11 /25/2025 %3;100 U) U O DESIGNED BY: SCALE: Q DRAWING No.: STRIDE BUS RAPID TRANSIT og WA S E. GOLLER �hTHL,'�� BT120-GZN006 DRAWN BY: Q Q NLENAME: SOUTH RENTON TRANSIT CENTER Q ��C �`� r� �y U ti� � (.0 U o co co o z C. SAXE w z° z J S1-BT120-GZN006 BT105 FACILITY ID: CHECKED BY: ® BRT General Engineering Consultant � U- CONTRACT No.: BT120 �0 535 o ww SOUNDTRANSIT GENERAL "t � M. FOLWELL GISTS ti� RTA/CN 0205-24 SHEET No.: REV: ao � 0 12/10/2024 EDG LDG JKH ISSUED FOR BID APPROVED BY: SSIONAL ��� SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: GENERAL SYMBOLS AND LEGEND 016 0 U No. I DATE DSN CHK APP REVISION J. HARPER 12/04/2024 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 Xrefs: xBRT-CUD05- GB-SEAL-JKH co 0 w ti 0 0 z N 0 N m U) 0 N Q0 C`7 0 0 U w Q W X w I CD w w x m Q I U) U) U CO — O U Q N z o Y >O N j ao > U SYMBOLS EXISTING PROPOSED EXISTING PROPOSED I EXISTING UTILITY LINE PROPOSED EXISTING PROPOSED FACILITY TO ABANDON JUNCTION BOX TYPE I m __G CABLE TV UNDERGROUND C GRADE LINE FACILITY TO REMOVE---�/--�/�-- -- TYPE 1, PS, OR PEDESTRIAN --- OC CABLE TV OVERHEAD OC RETAINING WALL ALIGNMENT A A A - TRAFFIC SIGNAL POLE c3mmw__ PUSHBUTTON POLE ----E ELECTRIC UNDERGROUND E (REVERSIBLE CUT/FILL) COS INLET 1 0 PEDESTRIAN SIGNAL HEAD ----EFO ELECTRIC/FIBER OPTIC UNDERGROUND EFO BALLAST WALL TRAFFIC SIGNAL POLE WITH LUMINAIRE RAILROAD CROSSING GATE ---OE----OE- ELECTRIC OVERHEAD OE ACOUSTIC PANELS - AP -- AP 04 CAMERA 04 rca ® SIGNAL CONTROLLER CABINET TOB m ----OEC- ELECTRIC/CABLE TV OVERHEAD OEC -- NW-- NW- NOISE WALLS NW Cv CABLE VAULT\INFORMATION ® SERVICE CABINET ® ---- ET---- ET ELECTRIC/TELEPHONE ET x FENCE x x ITS TECHNOLOGY SERVICES # COUPLING ---oET ELECTRIC/TELEPHONE OVERHEAD OET SAW CUT DOUBLE LUMINAIRE S AIR RELEASE VALVE ----OETC ELECTRIC/TELEPHONE/CABLE OVERHEAD OEC - -XXX- MAJOR CONTOUR XXX OCS POLE FOUNDATION 0 ----OEFO ELECTRIC/FIBER OPTIC OVERHEAD OEFO - - MINOR CONTOUR q STANDPIPE WITH HOSE VALVE i OCS DOWN GUY FOUNDATION c - - - FO FIBER OPTIC FO n n n n GUARD RAIL ® WATER METER UTILITY SETTLEMENT POINT O — — — OETFO TELEPHONE/CABLE/FIBER OPTIC TCFO CONTRACTOR WORKING LIMITS © WATER MANHOLE �w - usP SURFACE SETTLEMENT POINT --TC- - - - TC- TELEPHONE/CABLE TV TC TOP OF CUT C THRUST BLOCK ST ROW NUMBER R/W NO. 123 SSP —G GAS G TOE OF FILL F FIRE HYDRANT PARCEL NUMBER 44 - - - SS SANITARY SEWER SS CLEARING AND GRUBBING LIMITS TAX ACCOUNT NO. () John Doe - - - SD STORM DRAIN SD DITCH LINE - > FIRE DEPARTMENT CONNECTION uD � BUTTERFLY VALVE, M.J. yt SURVEY MONUMENT O -- LID UNDERDRAIN ---- Es ESTIMATED STREAM D4 GATE VALVE N � MONITORING WELL � ----T TELEPHONE T MECHANICAL FIRE PIPE DSP iCv IRRIGATION CONTROL VALVE ICv _ TELEPHONE OVERHEAD �? CONSTRUCTION FENCE WSDOT SYMBOLS _ _ _ _ W� WATER (� GAS VALVE WALL RAILING PIPE LABEL FLOW ARROW VMS/LED CABINET GUY WIRE �� �� CONCRETE BARRIER Ev ------ mS------J VARIABLE MESSAGE SIGN STORM DRAIN CASING Ev ELECTRIC VAULT 0 ELECTRIC MANHOLE O ' ADVANCED WARNING SIGN IMPACT AREA LIMIT - - - - - - - - - - - - - - - - KTA IC 1 I CONTROLLER CABINET BUILDING OUTLINE F-71 ELECTRIC METER EM (RAMP METER OR DATA STATION) -0- UTILITY POLE f L1J CCTV CONTROLLER CABINET E- UTILITY POLE ANCHOR OR UTILITY POLE W/ LIGHT OR COMMUNICATIONS HUB ITS CABLE VAULT TELEPHONE RISER ■ \0 INDUCTION LOOP VEHICLE DETECTOR (TYPE R1) MISCELLANEOUS LINETYPES PERMANENT EASEMENT LINE - - - - - - - - - - -- UTILITY VAULT uT Q TRAFFIC CONTROLL GATE UNDERGROUND UTILITIES W/ A DIAMETER OR WIDTH 24" & GREATER U UNKNOWN VAULT '�x�' TYPE 1 JUNCTION BOX T TELEPHONE MANHOLE rya TYPE 2 JUNCTION BOX TEMPORARY EASEMENT LINE ------------------------ Oc CABLE TV MANHOLE © L ; TYPE 3 JUNCTION BOX 24"E - ELECTRIC DUCT BANK E (2'W x 2'D DB) PROPOSED RIGHT-OF-WAY/PROPERTY LINE - - - - 0 FIBER OPTIC MANHOLE Fo NEMA 4X JUNCTION BOX " = - GAS LIGHT RAIL TRANSIT WAY - - - - - - - - - T TELEPHONE VAULT � LVJ TYPE 6 JUNCTION BOX _ 24 SS _ "" SANITARY SEWER 24" SS FUTURE NOT -IN -CONTRACT Fo FIBER OPTIC VAULT FO LiJ NEMA 7 JUNCTION BOX 24 SD 24" SD © CABLE TV VAULT © _1 JUNCTION BOX TYPE A - _ - STORM DRAIN EXISTING RIGHT-OF-WAY LINE - - - - 24" w 24" W TCa TRAFFIC CABINET TCB OR m LBO JUNCTION BOX TYPE B = = WATER EXISTING PROPERTY/LOT LINE �1y ELECTRIC SERVICE SERVICE CABINET SUA ( ) r(2' wx2'DDB) _ - TELEPHONE DUCT BANK T (2'W X 2'D DB) O co SAN. SEWER CLEAN OUT Co SECTION LINE --- --- MOTORIST AID TELEPHONE r&FO (2' wx2'D DB) T&FO (2'W X 2'D DB) 0 SAN. SEWER MANHOLE - - TELEPHONE/FIBER OPTIC DUCT BANK EXISTING CENTERLINE -- LIGHT STANDARD, 2-ARM, METAL 24 CC 24" CC STORM DRAIN CLEAN OUT c o �_ y� , LIGHT STANDARD, SINGLE ARM, METAL _ - - - CONCRETE CULVERT EXISTING EASEMENT LINE -------------------------------- O STORM DRAIN CATCH BASIN ® In T\X//T HIGH MAST LIGHT STANDARD, 4 ARMS, METAL WSDOT LIMITED ACCESS LINE O O ® lip ��l T TIC T EXISTING ORDINARY HIGH WATER MARK OHWM H 13 b.,��Y HIGH MAST LIGHT STANDARD, 3 ARMS, METAL Axx Axx MISCELLANEOUS SYMBOLS y1 . STORM DRAIN CULVERT �� r j LPBJ ITS PULL BOX EXISTING WETLAND BOUNDARY ® STORM FACILITY ACCESS LID quo MODIFIED TYPE 2 INDUCTION LOOP TREE INVENTORY EXISTING WETLAND BUFFER - - - - - - - - - - - - - - - - ROCK PROTECTION OUTFALL o o o o VEHICLE DETECTOR NUMBER WSDOT COMPATIBILITY LINE WCL WCL d ELECTRONIC SIGN STORM DRAIN GRATE INLET LTA TRANSFORMER CABINET LANDSCAPE PROTECTION FENCING NO. No. STREAM BUFFER STMB STMB MAINTENANCE HOLE O LJ UNDERDECK LUMINAIRE ` / / STORM DRAIN - PIPE CASING ® HARS CONTROLLER CABINET STORM DRAIN -PROPOSED CROSSING STORM TRENCH DRAIN -0 GUY POLE W/ ANCHOR STORM AERIAL DRAIN v F TYPE 2 INDUCTION LOOP VEHICLE DETECTOR STORM DRAIN - DITCH TOE BOUNDS L J STORM DOWNSPOUT OVERHEAD CHANGEABLE MESSAGE SIGN (CMS) STORM DRAIN - DITCH CL - > CURB CUT INLET ', -c> TYPE 1 SIGNAL STANDARD WITH SIGNAL HEADS ABANDON UTILITY FDC CONNECTION 0 F-T CCTV CAMERA DEVELOPMENT ENGINEERING REMOVE UTILITY msippo 11/25/2025 U / R-4332266 -4-4 TYPE 2 SIGNAL POLE WITH 2 SIGNALS DESIGNED BY: SCALE: NTs STRIDE BUS RAPID TRANSIT DRAWING No.: E. GOLLER ��ATHL�� ��C��vt���y w z ° F)l r)?IDELo Q J U co SOUTH RENTON TRANSIT CENTER BT105 gT120-GZN007 DRAWN BY: C. SAXE FILENAME: S1-BT120-GZN007 FACILITY ID: � BRT General Engineering Consultant w z " BT120 CHECKED BY: CONTRACT No.: M. FOLWELL 1p 535 0 �GISTEg� ti� �"ONAL SOUNDTRANSIT RTA/CN 0205-24 GENERAL GENERAL SYMBOLS AND LEGEND SHEET No.: REV: APPROVED BY: SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: 0 LNo. 12/10/2024 EDG LDG JKH ISSUED FOR BID J. HARPER 12/04/2024 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 017 0 DATE DSN CHK APP REVISION co T N O N U T N co m O O N Q J N C'7 C'7 0 W 0 N 0 N v� 0 N m U) 0 w C� I W z Q ry ~I 0 a ry I W D m of 0 co 00 LO co Q 0I L Q ao N U) L o (N o cy) N N co m APPLICABLE CODES AND STANDARDS 1. ALL LOCAL, STATE, AND FEDERAL AGENCIES HAVING JURISDICTION OVER THIS PROJECT a. CITY OF RENTON STRUCTURAL DESIGN CRITERIA 2. 2021 INTERNATIONAL BUILDING CODE (2021 IBC) 3. AMERICAN CONCRETE INSTITUTE (ACI): a. ACI 318-19 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 4. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC): a. AISC 360-16 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS b. AISC 341-16 SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS c. 2014 RCSC SPECIFICATION FOR HIGH -STRENGTH BOLTS 5. AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE): a. ASCE 7-16 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES 6. ASTM INTERNATIONAL (ASTM): a. ALL MATERIAL STANDARDS NOTED 7. AMERICAN WELDING SOCIETY (AWS): a. AWS D1.1-2015 STRUCTURAL WELDING CODE - STEEL b. AWS D1.3-2008 STRUCTURAL WELDING CODE - SHEET STEEL c. AWS D1.4-2011 STRUCTURAL WELDING CODE - REINFORCING STEEL d. AWS D1.8-2016 STRUCTURAL WELDING CODE - SEISMIC SUPPLEMENT 8. STEEL DECK INSTITUTE (SDI): a. SDI CRD-2017 STANDARD FOR STEEL ROOF DECK FOUNDATION DESIGN 1. THE FOUNDATION DESIGN IS BASED UPON THE "SUPPLEMENTAL GEOTECHNICAL AND PAVEMENT RECOMMENDATIONS" GEOTECHNICAL REPORT PREPARED BY THE GENERAL ENGINEERING CONSULTANT. REPORT NUMBER D3458632 DATED DECEMBER 2024. 2. ALLOWABLE NET BEARING CAPACITY: 2,000 PSF 3. ALLOWABLE NET POST -LIQUEFACTION BEARING CAPACITY: 800 PSF 4. FROST DEPTH: 1'-0" 5. ALLOWABLE VERTICAL PILE CAPACITY: 80,000 LB 6. ALLOWABLE LATERAL PILE CAPACITY: 15,000 LB MATERIALS OF CONSTRUCTION 1. NORMAL WEIGHT CONCRETE GENERAL STRUCTURAL CONCRETE f'c = 4,500 psi 2. REINFORCING STEEL ASTM A615 GR 60 Fy = 60 ksi 3. WELDABLE REINFORCING STEEL ASTM A706 GR 60 Fy = 60 ksi 4. WELDED WIRE REINFORCING ASTM Al064 Fy = 70 ksi 5. STRUCTURAL STEEL WIDE FLANGE & TEE SHAPES ASTM A992 Fy = 50 ksi ANGLES AND CHANNELS ASTM A36 Fy = 36 ksi PLATES ASTM A572 Fy = 50 ksi HSS RECTANGULAR & SQUARE ASTM A500 GR C Fy = 50 ksi HSS ROUND ASTM A500 GR C Fy = 45 ksi BOLTS ASTM A325 Fu = 120 ksi ANCHOR RODS ASTM F1554 GR 36 Fy = 36 ksi ANCHOR RODS ASTM F1554 GR 55 WELDABLE Fy = 55 ksi HIGH STRENGTH ANCHOR ROD ASSEMBLY: ANCHOR RODS ASTM F1554 GR 105 Fy = 105 ksi NUTS ASTM A563 GR D HEADED STUDS ASTM A108, TYPE B Fu = 65 ksi DEFORMED BAR ANCHORS ASTM F1554 GR 55 Fy = 55 ksi WELDING ELECTRODES E70XX STEEL ROOF DECKING (GALVANIZED) ASTM A653 G60 (Z180) ZINC COATING Fy = 50 ksi WEATHERED STEEL PLATES ASTM A242 Fy = 42 ksi 6. NON -SHRINK AND NON-METALLIC GROUT AT BASE/BRG PLATES AT 7 DAYS f'c = 4,000 psi AT 28 DAYS f'c = 8,000 psi 1 06/13/2025 LPD AJF AE ADDENDUM #1 0 12/10/2024 LPD DJP AE ISSUED FOR BID No. DATE DSN CHK APP REVISION DESIGN LOADS i =11 0011111rill�i 1 GROUND SNOW LOAD, Pg: 20 PSF SNOW EXPOSURE FACTOR, Ce: 1.0 SNOW LOAD IMPORTANCE FACTOR, Is: 1.0 THERMAL FACTOR, Ct : 1.2 RAIN ON SNOW: 5 PSF MIN ROOF SNOW LOAD: 25 PSF 2. WIND DESIGN DATA ULTIMATE DESIGN WIND SPEED, Vult: 110 MPH RISK CATEGORY: II WIND EXPOSURE CATEGORY: B INTERNAL PRESSURE COEFFICIENT (ENCLOSED): ±0.18 3. EARTHQUAKE DESIGN DATA RISK CATEGORY II SEISMIC IMPORTANCE FACTOR, le 1.0 MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETERS Ss 1.530 g S1 0.417 g SITE CLASS E DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERS Sds 1.224 g Sd 1 0.658 g SEISMIC DESIGN CATEGORY D 3.1 SHELTER CANOPY BASIC FORCE RESISTING SYSTEM: STEEL SPECIAL CANTILEVER COLUMN RESPONSE MODIFICATION COEFFICIENT, R: 2.50 OVERSTRENGTH FACTOR, Do: 1.25 DEFLECTION AMPLIFICATION FACTOR, Cd: 2.50 SEISMIC RESPONSE COEFFICIENT, Cs: 0.263 DESIGN BASE SHEAR PER COLUMN, V: 5 KIPS ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE 3.2 CORE FACILITIES BASIC FORCE RESISTING SYSTEM: STEEL ORDINARY CONCENTRICALLY BRACED FRAMES ' STEEL ORDINARY MOMENT FRAMES 4 RESPONSE MODIFICATION COEFFICIENT, R: 3.25 OVERSTRENGTH FACTOR, Do: 3.00 DEFLECTION AMPLIFICATION FACTOR, Cd: 3.25 SEISMIC RESPONSE COEFFICIENT, Cs: 0.377 DESIGN BASE SHEAR, V: 104 KIPS ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE STORY DRIFT 1. THE PRIMARY STRUCTURE WILL EXPERIENCE LATERAL MOVEMENTS BETWEEN ADJACENT FLOORS. THE STORY DRIFTS PERPENDICULAR AND/OR PARALLEL TO THE PRIMARY STRUCTURE ARE AS FOLLOWS: SHELTER CANOPY SERVICE LEVEL DESIGN STORY DRIFT STORY DRIFT ROOF 3/4" 3 1/2" CORE FACILITIES SERVICE LEVEL DESIGN STORY DRIFT STORY DRIFT ROOF 1 DESIGNED BY: L. DOWELL DRAWN BY: R. MUNRO CHECKED BY: A.FORTNER APPROVED BY: A. ESPARZA 3/4" 2/June/2025 3" STORY DRIFT (CONT'D) EARTHWORK AND FOUNDATIONS CONCRETE AND REINFORCING (CONT'D) 2. BUILDING COMPONENTS SUCH AS EXTERIOR CLADDING, STAIRS, 1. ALL EARTHWORK AND SITE PREPARATION SHALL BE PERFORMED 11. CONTINUOUS REINFORCEMENT IN WALLS AND FOOTINGS MAY BE MISCELLANEOUS METALS, MEP SYSTEM SUPPORTS, INTERIOR IN STRICT ACCORDANCE WITH THE SPECIFICATIONS AND THE SPLICED AS REQUIRED, PROVIDED THAT BARS ARE OF THE METAL STUD FRAMING, AND ANY OTHER ELEMENT REQUIRED BY GEOTECHNICAL REPORT. ALL FOUNDATION EXCAVATIONS SHALL LONGEST PRACTICAL LENGTH AND ALL SPLICES ARE SHOWN ON THE BUILDING CODE SHALL BE DESIGNED TO ACCOMMODATE THE BE OBSERVED AND APPROVED BY THE GEOTECH. THE REINFORCING BAR SHOP DRAWINGS. SPLICES ARE TO BE PRIMARY STRUCTURE STORY DRIFTS WITH ANY APPLICABLE STAGGERED WHEN POSSIBLE. PROVIDE LAP SPLICES AND COMPONENT -SPECIFIC MODIFICATION PER CHAPTER 13 OF ASCE 7. 2. ANY EXISTING FILLS OR UNSUITABLE SOILS AS DETERMINED BY DEVELOPMENT LENGTHS IN ACCORDANCE WITH THE THE GEOTECH SHALL BE EXCAVATED AND REPLACED WITH DEVELOPMENT LENGTH AND LAP SPLICE SCHEDULE. USE CLASS B GENERAL CONSTRUCTION NOTES PROPERLY COMPACTED FILL LAP SPLICES UNLESS NOTED OTHERWISE 1. STRUCTURAL DRAWINGS SHALL NOT BE SCALED. PRINTED DIMENSIONS HAVE PRECEDENCE OVER SCALED DRAWINGS AND LARGE SCALE OVER SMALL. 2. ALL DRAWINGS AND SPECIFICATIONS ARE CONSIDERED TO BE A PART OF THE CONTRACT DOCUMENTS. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE CIVIL, ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR LOCATION AND SIZE OF OPENINGS, BLOCKOUTS, FLOOR DEPRESSIONS, CURBS, DIMENSIONS, ETC. NOT INDICATED ON THE STRUCTURAL DRAWINGS. THE LOCATION AND SIZE OF MECHANICAL AND ELECTRICAL OPENINGS IN SLABS, WALLS AND DECKS SHALL BE COORDINATED BY THE CONTRACTOR. PROVIDE ALL ADDITIONAL FRAMING OR REINFORCING TO ACCOMMODATE OPENINGS AS REQUIRED BY THE APPLICABLE STANDARD DETAILS SHOWN ON THE STRUCTURAL DRAWINGS. NO HOLES, NOTCHES, BLOCKOUTS, ETC. ARE ALLOWED IN STRUCTURAL MEMBERS UNLESS DETAILED ON THE STRUCTURAL DRAWINGS OR APPROVED BY THE STRUCTURAL ENGINEER. 3. WHERE DIMENSIONS ARE PROVIDED FOR OPENINGS, BLOCKOUTS, FLOOR DEPRESSIONS, CURBS, ETC., BUT MAY BE AFFECTED BY THE EQUIPMENT PURCHASED, THE CONTRACTOR SHALL VERIFY THE INFORMATION PROVIDED PRIOR TO CONSTRUCTION. 4. PROVIDE CONCRETE EQUIPMENT PADS AND INERTIAL BASES FOR MECHANICAL AND ELECTRICAL INSTALLATIONS. CONSTRUCT PADS AND BASES IN ACCORDANCE WITH THE TYPICAL DETAILS. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR LIMITS AND LOCATIONS. 5. THE CONTRACTOR SHALL VISIT THE SITE AND GET FAMILIAR WITH EXISTING CONDITIONS, CHECK AND VERIFY EXISTING DIMENSIONS AND TAKE ADDITIONAL MEASUREMENTS AS NEEDED. NOTIFY THE ARCHITECT OF ANY DISCREPANCY BETWEEN ACTUAL CONDITIONS AND INDICATED CONDITIONS. MODIFICATION OF DETAILS OF CONSTRUCTION SHALL NOT BE MADE WITHOUT WRITTEN APPROVAL OF THE ARCHITECT OR STRUCTURAL ENGINEER. 6. CONTRACTOR SHALL PROVIDE AND BE RESPONSIBLE FOR THE PROTECTION AND REPAIR OF ADJACENT EXISTING SURFACES AND AREAS WHICH MAY BE DAMAGED BY NEW WORK. 7. ALL COLUMNS AND FOUNDATIONS, UNLESS NOTED OTHERWISE, SHALL BE CENTERED ON GRIDLINES IN EACH DIRECTION. BEAMS SHALL BE EQUALLY SPACED BETWEEN COLUMN CENTERLINES UNLESS NOTED OTHERWISE. 8. TYPICAL DETAILS SHALL APPLY IN GENERAL CONSTRUCTION UNLESS SPECIFICALLY DETAILED. WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE DESIGN AND CONSTRUCTION OF ALL FORMS, SHORING AND TEMPORARY BRACING. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE AND SAFETY OF WORKERS DURING CONSTRUCTION. A. DO NOT PLACE CONSTRUCTION MATERIALS OR OTHER CONSTRUCTION LOADS ON THE STRUCTURE SUCH THAT THE LOADS PLACED EXCEED THE CAPACITY OF THE STRUCTURE. B. TAKE INTO CONSIDERATION THAT FULL STRUCTURAL CAPACITY OF MANY STRUCTURAL MEMBERS IS NOT REALIZED UNTIL STRUCTURAL ASSEMBLY IS COMPLETE; THAT IS, UNTIL SLABS, DECKS, DIAGONAL BRACING AND SHEAR WALLS ARE INSTALLED. C. PROVIDE TEMPORARY BRACING AND GUYING TO PROVIDE STABILITY AND RESIST ALL LOADS TO WHICH THE PARTIALLY COMPLETED STRUCTURE MAY BE SUBJECTED INCLUDING ERECTION EQUIPMENT AND ITS OPERATION. ADEQUACY OF TEMPORARY BRACING AND GUYING FOR THIS PURPOSE IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. D. DO NOT BACKFILL AGAINST BASEMENT WALLS UNTIL FRAMED SLAB AND SLAB ON GRADE LOCATED TOP AND BOTTOM OF BASEMENT WALL HAVE BEEN PLACED AND HAVE REACHED THEIR 28-DAY DESIGN STRENGTH. F)R 4STmRIDE BRT General Engineering Consultant SUBMITTED BY: DATE: REVIEWED BY: R. PARGAS 12/10/2024 J. ALTCHECH 3. EXTREME CARE SHALL BE EXERCISED WHEN EXCAVATING OR 12. CORING OF SLABS, BEAMS, COLUMNS, OR WALLS IS NOT GRADING ADJACENT TO EXISTING STRUCTURES OR PERMITTED. PROVIDE SLEEVES FOR ALL PENETRATIONS PRIOR IMPROVEMENTS SO AS NOT TO DAMAGE OR UNDERMINE TO PLACING CONCRETE. FOUNDATIONS, WALLS, SLABS, UTILITIES, ETC. STEEL ROOF DECK 4. DO NOT EXCAVATE BELOW THE BEARING ELEVATION OF ANY COMPLETED FOOTING NOR ANY CLOSER TO THE FOOTING THAN A 1. PROVIDE STEEL ROOF DECKS THAT CONFORM TO THE SLOPE OF TWO HORIZONTAL (MEASURED FROM EDGE OF REQUIREMENTS OF THE BUILDING CODE, SECTION 2210. FOOTING TO NEAREST POINT IN EXCAVATION) TO ONE VERTICAL. 2. CUTTING AND FRAMING OF OPENINGS FOR OTHER TRADES SHALL 5. HORIZONTAL CONSTRUCTION JOINTS IN COLUMN FOOTINGS, BE THE RESPONSIBILITY OF THE TRADES INVOLVED. HOLES THAT SLABS ON GRADE AND MAT FOUNDATIONS ARE NOT PERMITTED. ARE LOCATED AND DIMENSIONS ON THE DRAWINGS SHALL BE THE RESPONSIBILITY OF THE DECK ERECTOR. 6. PROVIDE DOWELS FOR ALL WALLS EMBEDDED INTO COLUMN FOOTINGS, MAT FOUNDATIONS AND GRADE BEAMS. DOWELS 3. ALL DECK SHALL HAVE A MINIMUM GAUGE OF 20, UNLESS SHALL BE THE SAME SIZE AND SPACING AS VERTICAL WALL INDICATED OTHERWISE ON THE STRUCTURAL DRAWINGS. STEEL REINFORCEMENT. DECK SHALL BE VERCO TYPE HSB-36, ASC TYPE B, OR APPROVED EQUAL. ALL DECK SHALL BE GRADE 50 STEEL. 7. BOTTOM OF ALL FOOTINGS SUBJECT TO FROST SHALL BE PLACED AT OR BELOW FROST DEPTH. 4. DECK SHALL BE PLACED IN A TWO OR THREE SPAN CONDITION IN ALL LOCATIONS UNLESS NOT POSSIBLE DUE TO GEOMETRY. CONCRETE AND REINFORCING 5. DECKS SHALL HAVE MINIMUM 2" BEARING AT SUPPORTS. 1. LOCATION OF CONSTRUCTION JOINTS OR POUR JOINTS SHALL BE AS INDICATED ON APPROVED SHOP DRAWINGS. 2. ALL CONCRETE SHALL BE VIBRATED DURING PLACEMENT. 3. PROVIDE 3/4" CHAMFER ON ALL EXPOSED CONCRETE CORNERS. 4. NO STAKES, STEEL OR WOOD, SHALL BE PERMITTED IN ANY CONCRETE POUR. SUSPEND FORMS FROM ABOVE GRADE. 5. ANCHOR RODS, DOWELS, REINFORCING STEEL, INSERTS, ETC, SHALL BE SECURELY TIED IN PLACE PRIOR TO POURING CONCRETE. CONCRETE BLOCKS ONLY SHALL BE USED TO SUPPORT REINFORCING OFF GRADE. 6. ALL REINFORCEMENT SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH ACI 315. 7. PROVIDE MINIMUM CONCRETE COVERING FOR REINFORCEMENT AS FOLLOWS: A. CONCRETE DEPOSITED AGAINST EARTH: 3" B. FORMED SURFACES EXPOSED TO WEATHER OR IN CONTACT WITH EARTH: REINFORCING #6 OR LARGER 2" REINFORCING LESS THAN #6 1 1/2" C. FORMED SURFACES IN BUILDING INTERIOR: BEAMS, GIRDERS, AND COLUMNS 1 1/2" D. SLABS, WALLS AND JOISTS: REINFORCING #11 OR SMALLER 3/4" REINFORCING #14 AND #18 1 1/2" 8. PROVIDE DOWELS OF SAME SIZE AND NUMBER FROM ADJACENT POUR, BOTH VERTICALLY AND HORIZONTALLY, TO MATCH TYPICAL REINFORCING SHOWN. LAPS TO BE IN ACCORDANCE WITH THE DEVELOPMENT LENGTH AND LAP SPLICE SCHEDULE. DOWELS SHALL BE CLEANED AFTER POUR. 9. FIELD WELDING OR BENDING OF REINFORCING IS NOT PERMITTED EXCEPT AS INDICATED ON THE DRAWINGS OR AS APPROVED BY THE STRUCTURAL ENGINEER. USE LOW HYDROGEN ELECTRODES GRADE E70 OR E90 AS REQUIRED. 10. APPROVED ELECTRICAL CONDUIT MATERIAL CAST WITHIN STRUCTURAL CONCRETE MEMBERS SHALL CONFORM TO ACI 318 UNLESS NOTED OTHERWISE AND TO THE FOLLOWING: A. PERMITTED CONDUIT SHALL BE PLACED INSIDE THE REINFORCING CAGE IN COLUMNS, WALLS, AND SLABS, AND BELOW REINFORCING IN SLABS ON GRADE. B. CONDUIT IN SLAB ON GRADE: DIAMETER OF A SINGLE CONDUIT OR TWO OR MORE VERTICALLY STACKED CONDUITS (INCLUDING CROSSOVERS) SHALL NOT EXCEED 1/3 THE THICKNESS OF THE SLAB. THE OUTSIDE DIMENSION OF TWO OR MORE ADJACENT CONDUITS SHALL NOT EXCEED TWICE THE DEPTH OF THE SLAB AND THE SEPARATION BETWEEN GROUPS OF CONDUITS SHALL NOT BE LESS THAN THE THICKNESS OF THE SLAB. C. DO NOT INSTALL CONDUIT IN PARKING GARAGE SLABS. D. DO NOT INSTALL CONDUIT IN BEAMS. SCALE: Q w NTS Q FILENAME: SO W U) w S 1-BT120-S-v2020 Z J J � SOUNDTRANSIT CONTRACT No.: RTA/OA 0206-19 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 6. SEE ARCHITECTURAL AND LIFE -SAFETY DRAWINGS FOR THE EXTENT OF FIREPROOFING. STEEL DECK TO BE SPRAY FIREPROOFED SHALL BE GALVANIZED, CLEANED, AND DEGREASED BEFORE SHIPPING. 7. CONTRACTOR SHALL DESIGN AND SUPPLY ALL ADDITIONAL MISCELLANEOUS METALS AND SYSTEM SUPPORT COMPONENTS THAT ARE REQUIRED TO SUPPORT ALL MECHANICAL, ELECTRICAL, AND PLUMBING/FIRE-PROTECTION SYSTEMS. SUCH SUPPORT COMPONENTS AND THEIR CONNECTIONS SHALL BE PROVIDED TO DIRECTLY AND CONCENTRICALLY IMPOSE LOADS ON THE PRIMARY STRUCTURE. A MAXIMUM LOAD OF 50 POUNDS MAY HANG FROM STEEL ROOF DECK. SPECIAL INSPECTIONS 1. STRUCTURAL STEEL, WELDING, HIGH STRENGTH BOLTS, CONCRETE, ANCHORS CAST IN CONCRETE, ANCHORS POST - INSTALLED IN HARDENED CONCRETE, AND REINFORCING STEEL REQUIRE SPECIAL INSPECTIONS AND TESTING PER THE INTERNATIONAL BUILDING CODE SECTION 1705. 2. THIS WORK SHALL BE PERFORMED BY A SPECIAL INSPECTOR CERTIFIED BY THE AUTHORITY HAVING JURISDICTION TO PERFORM THE TYPES OF INSPECTIONS AND TESTS SPECIFIED. 3. THE TIMING AND FREQUENCY OF THE INSPECTIONS AND TESTING SHALL BE AS DESCRIBED IN THE CORRESPONDING TABLE OF THE INTERNATIONAL BUILDING CODE FOR EACH ELEMENT. ANCHOR RODS 1. ANCHOR RODS SHALL BE AS NOTED IN THE MATERIALS OF CONSTRUCTION SECTION OF THE GENERAL NOTES, UNLESS NOTED OTHERWISE. PROVIDE ANCHOR RODS PREFABRICATED WITH CORRESPONDING DOUBLE HEAVY HEX NUTS ADDED AT EMBEDDED IN CONCRETE END. INSTALL PLATE WASHERS AND CORRESPONDING HEAVY HEX NUTS THAT SECURE THE BASE PLATE ASSEMBLY TO THE ANCHOR RODS. RIGID STEEL TEMPLATES SHALL BE USED TO LOCATE ANCHOR RODS WHILE PLACING CONCRETE. AT LEAST ONE TEMPLATE SHALL BE TOWARDS THE BOTTOM OF THE ANCHOR RODS. 2. LENGTH OF ANCHOR RODS SHALL BE ENOUGH TO PROVIDE THE MINIMUM EMBEDMENT SHOWN ON THE DRAWINGS, WHICH IS MEASURED FROM THE FACE OF CONCRETE TO THE NEAREST FACE OF THE NOTED DOUBLE NUT. ADDITIONALLY, ADEQUATE EXTENSION TO RECEIVE THE BASE PLATE WITH ADEQUATE THREAD PROJECTION FOR FULL NUT ENGAGEMENT SHALL BE PROVIDED. ANCHOR ROD INSTALLATION SHALL BE COORDINATED WITH REINFORCING, FORMWORK, AND CONDUIT WHERE APPLICABLE. LEVELING NUTS SHALL NOT BE USED EXCEPT AFTER EVALUATION BY THE CONTRACTOR'S ERECTION ENGINEER. 3. ANCHOR ROD NUTS SHALL BE INSTALLED TO A SNUG -TIGHT CONDITION. HEATING OR BENDING OF THE ANCHOR RODS OR BASE PLATE IS NOT ALLOWED. FDEVELOPIMENT ENGINEERING R-4332267o 11 /25/2025 TRIDE BUS RAPID TRANSIT DRAWING NO.: UTH RENTON TRANSIT CENTER BT120-SZN001 BT105 FACILITY ID: STRUCTURAL BT120 SHEET No: REV: GENERAL STRUCTURAL NOTES 345 1 N C'7 co It 0 W 0 N 0 N > d� 0 N m w (D �I z �I n ry I m 0 I 0 00 Q -q 00 0 rn QI o N 000 0 m EXPANSION ANCHORS 1. EXPANSION ANCHORS SHALL HAVE A CURRENT EVALUATION REPORT ISSUED BY AN APPROVED SOURCE IN ACCORDANCE WITH ACI 355.2. IN SEISMIC DESIGN CATEGORY C AND GREATER, THE EVALUATION REPORT SHALL INDICATE THE ANCHORS ARE QUALIFIED FOR EARTHQUAKE LOADING. ANCHORS SHALL BE HILTI KWIK BOLT TZ (ICC ES REPORTS ESR-1917) OR APPROVED EQUAL. 2. ANCHORS SHALL BE ZINC PLATED UNLESS SPECIFICALLY NOTED AS STAINLESS STEEL ON THE PLAN DETAILS. USE STAINLESS STEEL FOR ANCHORS EXPOSED TO WEATHER. 3. WHEN DETAILS OF SECTIONS INDICATE EXPANSION ANCHORS BUT NO SIZE, PROVIDE ANCHORS WITH 3/4" DIAMETER. 4. INSTALL ANCHORS IN ACCORDANCE WITH THE EVALUATION REPORT AND MANUFACTURER'S RECOMMENDATIONS. PROVIDE THE MINIMUM EMBEDMENT DEPTHS, SPACING, AND EDGE DISTANCE INDICATED IN THE SCHEDULE BELOW UNLESS NOTED OTHERWISE IN DOCUMENTS. CONSULT STRUCTURAL ENGINEER FOR DIRECTION WHEN SCHEDULE CANNOT BE MET. 5. WHEN INSTALLING DRILLED -IN -ANCHORS, USE CARE AND CAUTION TO AVOID CUTTING OR DAMAGING THE EXISTING REINFORCING BARS. WHEN INSTALLING THEM INTO CONCRETE WITH STRESSING TENDONS (POST -TENSIONED OR PRE - TENSIONED), LOCATE THE TENDONS BY USING A NOW DESTRUCTIVE METHOD PRIOR TO INSTALLATION. EXERCISE EXTREME CARE AND CAUTION AND MAINTAIN AT LEAST 1 INCH CLEAR BETWEEN THE TENDON AND THE ANCHOR. CUTTING A TENDON CAN CAUSE COLLAPSE. 6. TEST INSTALLED ANCHORS IN ACCORDANCE WITH THE ANCHOR SCHEDULE AND AS FOLLOWS: A. EXPANSION ANCHORS SHALL BE TESTED WITH A CALIBRATED TORQUE WRENCH THE TORQUE LISTED BELOW SHALL BE OBTAINED WITHIN HALF TURN OF THE NUT. B. TESTING SHALL BE DONE IN THE PRESENCE OF THE SPECIAL INSPECTOR. ANCHORS TESTED SHALL BE SELECTED AT RANDOM BY THE SPECIAL INSPECTOR. THE TESTING FREQUENCY SHALL BE AS FOLLOWS: a. 100% OF ALL ANCHORS USED FOR STRUCTURAL APPLICATIONS. b. 50% OF ANCHORS OR ALTERNATE BOLTS IN A GROUP USED FOR NON-STRUCTURAL APPLICATIONS SUCH AS EQUIPMENT ANCHORAGE. INCLUDE AT LEAST ONE-HALF THE ANCHORS IN EACH GROUP. c. 10% OF ANCHORS USED FOR SILL PLATE ANCHORING. d. 10% OF ANCHORS WHERE THE FACTORED DESIGN TENSION LOAD IS LESS THAN 100 LBS AND IS CLEARLY IDENTIFIED ON THE PLANS OR DETAIL C. TEST EQUIPMENT SHALL BE CALIBRATED BY AN APPROVED TESTING LABORATORY IN ACCORDANCE WITH STANDARD RECOGNIZED PROCEDURES. EXPANSION ANCHOR SCHEDULE KWIK BOLT TZ ANCHOR SCHEDULE ANCHORS INSTALLED IN CONCRETE F'c = 2,500 psi MIN ANCHOR MIN EFFECTIVE MIN EDGE MIN TEST DIAMETER EMBEDMENT DISTANCE SPACING TORQUE 3/8" 2" 4 3/8" 6" 25 LB -FT 1 /2" 3 1/4" 7 1 /2" 9 3/4" 40 LB -FT 5/8" 4" 8 3/8" 12" 60 LB -FT 3/4" 4 3/4" 10" 14 1/4" 110 LB -FT NOTE: CONSULT STRUCTURAL ENGINEER OF RECORD FOR DIRECTION WHEN MINIMUM EDGE DISTANCE AND SPACING CANNOT BE OBTAINED ADHESIVE ANCHORS AND DOWELS 1. REINFORCING BAR DOWELS, REINFORCING BARS, THREADED RODS, BOLTS, ETC WHICH ARE INDICATED AS ADHESIVE ANCHOR OR ADHESIVE DOWELS SHALL BE ACCOMPLISHED USING HILTI HIT -RE 500 V3 INTO CONCRETE OR HIT-HY 70 FOR SOLID MASONRY (ICC ESR-4688 OR ESR-4143, RESPECTIVELY) OR APPROVED EQUAL. 2. DRILL, BRUSH, AND CLEAN ALL HOLES, AND INSTALL ALL ANCHORS IN COMPLETE ACCORDANCE WITH MANUFACTURER'S PUBLISHED RECOMMENDATIONS, AS WELL AS ALL APPLICABLE BUILDING CODES OR ENGINEERING REPORTS. 3. ADHESIVE ANCHORS AND DOWELS SHALL BE INSTALLED BY ACI CERTIFIED INSTALLERS. ADHESIVE ANCHORS AND DOWELS (CONT'D 4. ADHESIVE ANCHORS SHALL BE INSTALLED AND TESTED IN ACCORDANCE WITH THE ADHESIVE ANCHOR TEST SCHEDULE AND AS FOLLOWS: A. 25% OF THE FIRST 40 ANCHORS INSTALLED AND 10% OF ALL ANCHORS THEREAFTER. B. FOR OVERHEAD AND HORIZONTAL APPLICATIONS TEST 100% OF ALL ANCHORS. C. IF ANY FAILURES OCCUR, THE PREVIOUS 10 ANCHORS INSTALLED SHALL BE TESTED AS WELL AS THE NEXT 5 ANCHORS INSTALLED. D. ANCHORS SHALL BE ALLOWED TO CURE 48 HRS PRIOR TO TESTING. E. TENSION TEST SHALL BE IN ACCORDANCE WITH ASTM E1512. ADHESIVE ANCHOR TEST SCHEDULE ANCHORS INSTALLED IN HARDROCK CONCRETE F'c = 2,000 psi MIN BOLTS OR THREADED RODS Fy = 36 ksi ANCHOR MIN TENSION TEST DIAMETER EMBEDMENT LOAD 3/8" 5" 3,380 LB 1 /2" 7" 5,400 LB 5/8" 8" 9,390 LB 3/4" 10" 13,500 LB 7/8" 12" 18,400 LB 1" 13" 24,100 LB 1 1/4" 15" 37,600 LB NOTE: ALLOWABLE LOADS EQUAL 1/2 TEST LOAD VALUE. TEST VALUES ONLY VALID WHEN MINIMUM SPACING AND EDGE DISTANCE IS MET. STRUCTURAL STEEL 1. STEEL FRAMING DESIGNATIONS AND SYMBOLS ARE DEFINED IN THE STRUCTURAL LEGEND. 2. UNLESS SPECIFICALLY INDICATED AS SLIP CRITICAL OR PRETENSIONED, ALL JOINTS SHALL BE DESIGNATED AS SNUG TIGHT. ROUTINE OBSERVATION TO VERIFY THE SPLINED ENDS ARE PROPERLY SEVERED DURING INSTALLATION IS REQUIRED FOR ALL BOLTS. 3. CANTILEVER BEAM SIZE MATCHES MAIN SPAN BEAM SIZE UNLESS NOTED OTHERWISE. 4. PLACE NON -SHRINK GROUT UNDER ALL COLUMN BASE PLATES BEFORE PLACING ANY ELEVATED CONCRETE LEVELS. 5. WHERE THE WORK OF OTHER TRADES REQUIRES CUTS OR OPENINGS TO BE MADE IN STRUCTURAL STEEL MEMBERS, APPROVAL SHALL BE OBTAINED FROM THE ENGINEER. SUCH OPENINGS SHALL BE MADE IN THE SHOP AND CLEARLY INDICATED ON THE SHOP DRAWING. 6. ALL HSS AND PIPE WITH OPEN ENDS SHALL BE CAPPED WITH A 1/4" THICK PLATE OF THE SAME CROSS SECTION WHICH COMPLETELY COVERS THE OPEN END, FULLY WELDED AND GROUND SMOOTH, UNLESS NOTED OTHERWISE. 7. ALL WELDERS MUST BE QUALIFIED IN THE PROCESS USED AND AWS CERTIFIED. 8. WELD LENGTHS CALLED FOR ON THE PLANS ARE THE NET EFFECTIVE LENGTH REQUIRED. WHERE FILLET WELD SYMBOL IS GIVEN WITHOUT INDICATION OF SIZE, USE MINIMUM SIZE WELDS AS SPECIFIED BY AISC OR 3/16", WHICH EVER IS GREATER. 9. ALL GROOVE WELDS INDICATED ON PLANS AND SECTIONS SHALL BE COMPLETE JOINT PENETRATION (CJP) WELDS UNLESS SPECIFICALLY INDICATED TO BE PARTIAL JOINT PENETRATION (PJP) WELDS. 10. ALL COMPLETE JOINT PENETRATION GROOVE WELDS AND FILLET WELDS AT BRACING CONNECTIONS SHALL HAVE A FILLER METAL WITH A MINIMUM NOTCH TOUGHNESS OF 20 FOOT-POUNDS AVERAGE AT MINUS 20 DEGREES FAHRENHEIT. 11. E70XX ELECTRODES SHALL BE USED FOR ALL WELDING. THE WELDING OF E7018 OVER E70TG-K2 IS NOT ALLOWED. THE MIXING OF ANY OTHER PROCESSES AND WIRES MUST BE SUBMITTED TO THE STRUCTURAL ENGINEER OF RECORD FOR APPROVAL. THE USE OF E70-T4 IS NOT ALLOWED. IN GROOVE WELDS, FCAW FILLER METAL WIRE SHALL BE LIMITED TO 5/64" DIAMETER. SMAW WELDING ELECTRODES SHALL BE LIMITED TO 5/32" DIAMETER. 12.ALL SHOP AND FIELD WELDS SHALL BE PREQUALIFIED WELDS. ANY WELDS BEYOND THE RANGE OR TOLERANCE OR REQUIREMENTS FOR PREQUALIFICATION SHALL BE QUALIFIED BY TEST PER AWS D1.1 CLAUSE 4 PART B. WELDS AT BASE METALS OVER 2" IN THICKNESS ARE NOT ALLOWED AS PREQUALIFIED WELD JOINTS WITHOUT TESTING. STRUCTURAL STEEL (CONT'D) 13. A WELDING PROCEDURE SPECIFICATION (WPS) PER AWS D1.1 SHALL BE DEVELOPED BY THE FABRICATOR/ERECTOR AND APPROVED BY THE STRUCTURAL ENGINEER OR HIS DESIGNEE. THE WPS SHALL INCLUDE THE WELDING PARAMETERS RECOMMENDED BY THE ELECTRODE MANUFACTURER. THE WPS MUST BE SUBMITTED AND APPROVED BEFORE ANY WELDING MAY BEGIN. ALLOW A MINIMUM OF FOUR WEEKS FOR THE REVIEW PROCESS 14. A PRE -CONSTRUCTION MEETING BETWEEN THE STRUCTURAL ENGINEER, THE FABRICATOR, THE ERECTOR, THE CONTRACTOR, AND THE INSPECTORS SHALL TAKE PLACE TO DISCUSS THE WELDING PROCEDURE SPECIFICATIONS (WPS) TO INSURE THE QUALITY OF WORK THAT THE DESIGNER OF RECORD HAS SPECIFIED. THE WELDING ELECTRODE MANUFACTURER'S SPECIFICATIONS SHOULD BE ATTACHED TO THE WPS ON ALL JOBS. ALL WELDERS AND INSPECTORS SHALL BE INSTRUCTED IN THE PROPER USE OF THE WPS AND SHALL ALSO BE INSTRUCTED TO RETAIN A COPY OF THE WPS. 15. TO ASSURE THE PROPER AMPERAGE AND VOLTAGE OF THE WELDING PROCESS, THE USE OF A HAND HELD CALIBRATED AMP AND VOLT METER SHALL BE USED. THIS EQUIPMENT SHALL BE USED BY THE FABRICATOR, ERECTOR AND THE INSPECTORS. AMPERAGE AND VOLTAGE SHALL BE MEASURED NEAR THE ARC. TRAVEL SPEED AND ELECTRODE STICK OUT SHALL BE VERIFIED TO BE IN COMPLIANCE WITH THE APPROVED WPS. 16. PREHEAT AND INTERPASS TEMPERATURES FOR THE SEISMIC FORCE -RESISTING SYSTEM: A. THE PREHEAT TEMPERATURES AND CONDITIONS GIVEN IN AWS D1.1-6, ANNEX I, TABLE 1.2, SHOULD BE STRICTLY OBSERVED USING A MEDIUM RESTRAINT LEVEL AND A MINIMUM SUSCEPTIBILITY INDEX OF "D". EXCEPTION: PLATES 2" AND THICKER AND GROUP 4 AND 5 SHAPES SHALL BE PREHEATED TO 300 DEG F. B. PREHEAT TEMPERATURES SHOULD BE MEASURED AT A DISTANCE FROM THE WELD EQUAL TO THE THICKNESS OF THE PART BEING WELDED, BUT NOT LESS THAN THREE INCHES, IN ANY DIRECTION INCLUDING THE THROUGH THICKNESS OF THE PIECE UNO IN THE CONTRACT DOCUMENTS. WHERE PLATES ARE OF DIFFERENT THICKNESS, THE PRE -HEAT REQUIREMENT FOR THE THICKER PLATE SHALL GOVERN. MAINTENANCE OF THESE TEMPERATURES THROUGH THE EXECUTION OF THE WELD (I.E. THE INTERPASS TEMPERATURE) IS ESSENTIAL. MAXIMUM INTERPASS TEMPERATURES SHOULD BE LIMITED TO 550 DEGREES F FOR PRE -QUALIFIED WPS, FOR FRACTURE -CRITICAL APPLICATIONS. HIGHER INTERPASS TEMPERATURES COULD BE EMPLOYED IF THOSE HIGHER TEMPERATURE LIMITS ARE QUALIFIED BY TEST. 17. A WELDING SEQUENCE SHALL BE DEVELOPED BY THE FABRICATOR/ERECTOR AND APPROVED BY THE STRUCTURAL ENGINEER OR HIS DESIGNEE FOR ALL WELDING TO BE DONE FOR THE SEISMIC FORCE -RESISTING SYSTEM. 18. NON-DESTRUCTIVE TESTING OF WELDED CONNECTIONS SHALL BE PERFORMED AT BRACING CONNECTION FILLET WELDS AND AT ALL COMPLETE OR PARTIAL JOINT PENETRATION GROOVE WELDS DESIGNATED TO BE A PART OF THE SEISMIC FORCE -RESISTING SYSTEM: A. WELDED CONNECTIONS SHALL BE TESTED BY NON-DESTRUCTIVE METHODS FOR COMPLIANCE WITH AISC 341, CHAPTER J. ULTRASONIC TESTING SHALL BE IN ACCORDANCE WITH AWS D1.1 AND D1.8. THIS TESTING SHALL BE PERFORMED BY AN APPROVED TESTING LABORATORY. B. ANY MATERIAL DISCONTINUITIES SHALL BE ACCEPTED OR REJECTED ON THE BASIS OF DEFECTIVE RATING IN ACCORDANCE WITH THE (LARGER REFLECTOR) CRITERIA OF AWS D1.1, CLAUSE 6.13. C. INSPECTORS SHALL BE QUALIFIED IN ACCORDANCE WITH AWS D1.1 CHAPTER 6. D. IN ADDITION TO THE REGULAR INSPECTIONS, A RE -INSPECTION SHALL BE DONE A MINIMUM OF 48 HOURS AFTER COMPLETE JOINT PENETRATION WELDING ON COLUMN FLANGES WITH A THICKNESS OF 3" OR GREATER. STRUCTURAL STEEL (CONT'D) 19. THE FOLLOWING SPECIAL REQUIREMENTS SHALL APPLY TO BEAM TO COLUMN CONNECTIONS WITH WELDED BEAM FLANGES DESIGNATED AS A PART OF THE SEISMIC FORCE -RESISTING SYSTEM: A. NO WELD DAMS ARE ALLOWED. B. BEAM FLANGE TO COLUMN WELDS SHALL BE MADE BEFORE BOLTS ARE TENSIONED. C. WELDING SEQUENCE: BOTH FLANGES SHALL BE WELDED PRIOR TO ANY SUPPLEMENTAL WELDING TO THE SHEAR TAB. D. RUN-OFF TABS PER AWS D1.1 ARE REQUIRED FOR THE COMPLETE JOINT PENETRATION (CJP) FLANGE GROVE WELDS. ALL WELDS ARE TO BE STARTED AND COMPLETED ON THE RUN-OFF TABS AS MUCH AS PRACTICABLE. E. RUN-OFF TABS SHALL BE REMOVED AND THE ENDS GROUND SMOOTH (I.E. NO PITS OR GOUGES, SUITABLE FOR MAGNETIC PARTICLE TESTING). BACK-UP BARS, IF USED, SHALL BE REMOVED AT ALL BEAM BOTTOM FLANGES, BACK -GOUGED AND BACK -WELDED. BACK-UP BARS AT TOP FLANGES MAY REMAIN. RUN OFF TABS ARE ALSO REQUIRED TO BE REMOVED ON COLUMN SPLICES IN ACCORDANCE WITH AISC 341. WELD TABS SHALL BE REMOVED AND GROUND FLUSH TO THE BEAM FLANGE. F. THE WELD ROOT SHALL BE INSPECTED AND TESTED PER AWS REQUIREMENTS GIVEN IN CHAPTER 6. IF REJECTABLE INDICATIONS ARE FOUND, REMOVE BY BACK -GOUGING TO SOUND METAL. G. A FILLET WELD SHALL BE APPLIED TO REINFORCE THE JOINT. THE SIZE OF THE REINFORCING WELD SHALL BE EQUAL TO ONE QUARTER OF THE BEAM FLANGE THICKNESS (T), BUT NOT LESS THAN 1/4" NOR MORE THAN 3/8" PER NOTE J OF FIGURE 3.4 OF D1.1. H. ALL WELD TABS (RUNOFF TABS) ON ALL CJP WELDS OF SMRF COLUMNS SHALL BE REMOVED AND GROUND SMOOTH. I. FOR THE WELD OF THE BOTTOM BEAM FLANGE TO THE COLUMN FLANGE, FOLLOW STEPS 1. THROUGH 7 BELOW: a. THE ROOT PASS SHOULD NOT EXCEED A 1/4" IN LAYER THICKNESS. b. THE WELD SHALL BE INITIATED ON THE WELD TAB, WITH TRAVEL PROGRESSING TOWARD THE CENTER OF THE GIRDER FLANGE WIDTH. STOP WELD APPROXIMATELY 1" BEFORE THE BEAM WEB AND MOVE TO THE OTHER SIDE OF THE BEAM WEB TO RESTART WELD. DO NOT LEAVE WELD CRATER DIRECTLY IN THE CENTER OF THE BEAM FLANGE WIDTH. c. THE HALF LENGTH ROOT PASS SHALL BE THOROUGHLY CLEANED OF ALL SLAG. d. THE END OF THE HALF LENGTH ROOT PASS THAT IS NEAR THE CENTER OF THE BEAM FLANGE SHOULD BE VISUALLY INSPECTED TO ENSURE FUSION, SOUNDNESS, FREEDOM FROM SLAG INCLUSIONS AND EXCESSIVE POROSITY. THE RESULTING BEAD PROFILE SHOULD BE SUITABLE FOR OBTAINING FUSION BY THE SUBSEQUENT PASS TO BE INITIATED ON THE OPPOSITE SIDE OF THE GIRDER WEB. IF THE PROFILE IS NOT CONDUCIVE TO GOOD FUSION, THE START OF THE FIRST ROOT PASS SHOULD BE GROUND GOUGED, CHIPPED OR OTHERWISE PREPARED TO ENSURE ADEQUATE FUSION. e. THE SECOND HALF OF THE WELD JOINT SHALL HAVE THE ROOT PASS APPLIED BEFORE ANY OTHER WELD PASSES ARE PERFORMED. THE ARC SHOULD BE INITIATED AT THE END OF THE HALF LENGTH ROOT PASS THAT IS NEAR THE CENTER OF THE BEAM FLANGE, AND TRAVEL SHOULD PROGRESS TO THE OUTBOARD END OF THE JOINT, TERMINATING ON THE WELD TAB. f. EACH WELD LAYER SHALL BE COMPLETED ON BOTH SIDES OF THE JOINT BEFORE A NEW LAYER IS DEPOSITED. g. WELD TABS SHALL BE REMOVED AND GROUND FLUSH TO THE BEAM FLANGE. 20. INSPECTORS ARE TO BE DEPUTY INSPECTORS AND AWS QC-1 CERTIFIED. 21. ALL STEEL EXPOSED TO WEATHER SHALL BE HOT -DIPPED GALVANIZED. HEADED STUDS AND DEFORMED BAR ANCHORS 1. HEADED STUDS AND DEFORMED BAR ANCHORS SHALL BE ELECTRIC -ARC STUD WELDED PER MANUFACTURERS RECOMMENDATIONS AND THE AWS CODE. FILLET WELDING SHALL NOT BE ALLOWED WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER. WELDMENT SHALL BE IN SUCH A MANNER AS TO PROVIDE COMPLETE FUSION BETWEEN THE END OF THE STUD AND THE PLATE. THERE SHOULD NO POROSITY OR EVIDENCE OF LACK OF FUSION BETWEEN THE WELDED END OF THE STUD AND THE PLATE. THE STUD WILL DECREASE IN LENGTH DURING WELDING APPROXIMATELY 1/8" FOR 5/8" DIAMETER STUDS AND SMALLER, 3/16" FOR LARGER THAN 5/8" DIAMETER. HEADED STUDS AND DEFORMED BAR ANCHORS (CONT'D) 2. HEADED STUDS SHALL BE TYPE B PER AWS CODE WITH MINIMUM ULTIMATE STRENGTH OF 65 KSI (450 MPa). NELSON GRANULAR FLUX FILLED OR APPROVED EQUAL. STUDS SHALL BE MANUFACTURED WITH COLD DRAWN BAR STOCK CONFORMING TO ASTM A108. 3. DEFORMED BAR ANCHORS SHALL COMPLY WITH ASTM A970 WITH MINIMUM YIELD STRENGTH OF 70 KSI (485 MPa). 4. DEFORMED BAR ANCHOR LENGTHS SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE: BAR DIAMETER EMBEDMENT LENGTH 3/8" 24" 1 /2" 24" 5/8" 30" SEISMIC BRACING OF NON-STRUCTURAL SYSTEMS 1. BRACING AND SUPPORT OF ALL CONDUITS, DUCTS, FIRE SPRINKLERS, PIPES, AND SYSTEMS SHALL MEET THE CURRENT BUILDING CODE. THE DESIGN OF THE SUPPORT AND BRACING SYSTEMS IS THE RESPONSIBILITY OF THE CONTRACTOR WITH THE CONTRACTOR USING ANY PRE -APPROVED SYSTEM. 2. PRE -APPROVED SYSTEMS SUCH AS MASON, TOLCO, UNISTRUT, OR ISAT MAY BE USED. 3. FIRE SPRINKLERS SHALL MEET THE CURRENT VERSION OF NFPA 13. BRACES SHALL BE LOCATED WITHIN 6" OF THE HANGER AND ROD STIFFENERS SHALL BE ADDED AT BRACE LOCATIONS WHEN THE LENGTH OF THE ROD EXCEEDS 50 TIMES ITS DIAMETER. 4. THE CONTRACTOR IS REQUIRED TO PROVIDE THE ARCHITECT WITH SHOP DRAWINGS AND CALCULATIONS SHOWING ALL BRACING AND SUPPORT LOCATIONS AND DETAILS OF CONNECTION FOR ALL SYSTEMS INCLUDING SMACNA, FIRE SPRINKLERS, AND OTHER PRE -APPROVED SYSTEMS. THE SPECIFIC DETAIL FOR EACH TYPE OF CONNECTION MUST BE REFERENCED ON THE SHOP DRAWING PLANS. SUPPLYING A BOOK OF DETAILS WITHOUT REFERENCING THE PROPER DETAIL TO A SPECIFIC LOCATION ON THE PLANS IS NOT ACCEPTABLE. THIS SUBMITTAL SHALL BE REVIEWED BY THE STRUCTURAL ENGINEER. 5. WHERE PRE -APPROVED SYSTEMS DO NOT ADDRESS THE GIVEN CONDITION, THE CONTRACTOR IS RESPONSIBLE FOR AN INDEPENDENTLY ENGINEERED SYSTEM. THIS SYSTEM SHALL BE DESIGNED BY A LICENSED PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF CONSTRUCTION WITH CALCULATIONS AND DETAILS PROVIDED FOR REVIEW BY THE STRUCTURAL ENGINEER. DEFERRED STRUCTURAL SUBMITTALS 1. SOME STRUCTURAL SYSTEMS ARE DEFINED AS VENDOR COMPONENTS PER THE STRUCTURAL DOCUMENTS. THESE ELEMENTS OF THE DESIGN ARE DEFERRED SUBMITTAL COMPONENTS AND HAVE NOT BEEN PERMITTED UNDER THE BASE BUILDING APPLICATION. THE CONTRACTOR WILL BE REQUIRED TO SUBMIT THE STAMPED COMPONENT SYSTEM DOCUMENTS TO THE BUILDING OFFICIAL FOR APPROVAL. 2. DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT, WHO SHALL REVIEW THEM FOR GENERAL CONFORMANCE TO THE DESIGN OF THE BUILDING. THE CONTRACTOR SHALL SUBMIT THESE REVIEWED DEFERRED SUBMITTAL DOCUMENTS TO THE BUILDING OFFICIAL. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. 3. THE FOLLOWING LIST INCLUDES THE ITEMS THAT ARE DEFINED AS DEFERRED STRUCTURAL SUBMITTAL COMPONENTS. REFER TO THE OTHER DISCIPLINES FOR ADDITIONAL DEFERRED SUBMITTAL COMPONENTS. EXTERIOR CLADDING FENESTRATION / CLERESTORY DESIGN METAL STUD SYSTEM METAL STAIRS AND LANDINGS FUTURE EXPANSION 1. THE STRUCTURES AND FOUNDATIONS IN THIS PROJECT HAVE NOT BEEN DESIGNED FOR FUTURE EXPANSION. DEVELOPMENT ENGINEERING -r R-4332268 msippo 11 /25/2025 DESIGNED BY: SCALE: DRAWING NO.: STRIDE BUS RAPID TRANSIT L. DOWELL 0ESPAR2A Q J NTS BT120-SZN002 DRAWN BY: ��� °� wasNJ°G U FILENAME: SOUTH RENTON TRANSIT CENTER R. MUNRO w� �t� a, �z 4Sr.RIDE F)lw co S1-BT120-S-v2020 BT105 FACILITY ID: ::) CHECKED BY: :n N BRT General Engineering Consultant J LL��DrRANS�T CONTRACT No.: STRUCTURAL BT120 D. PRINDLE2 16264��� �� RTA/cN 0205-24 SHEET No: REV: GENERAL STRUCTURAL NOTES 0 12/10/2024 LPD DJP AE ISSUED FOR BID APPROVED BY:� NAL F,� SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: 346 0 No. I DATE DSN CHK APP REVISION A. ESPARZA 15/Nov/2024 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 ABBREVIATIONS STRUCTURAL LEGEND GENERAL NOTES: C'7 i O i 0 LU 0 N 0 N O N H m U) U LU CD I H Z Q ry H I n Q ry I (n m 0 I 0 �� Q C)co N rn QI o N 0 0 co m AB ANCHOR BOLT ADDL ADDITIONAL AFF ABOVE FINISH FLOOR AFG ABOVE FINISH GRADE AGGR AGGREGATE ARCH ARCHITECTURAL BF BRACED FRAME BKT BRACKET BL BASE LINE BM BENCHMARK, BEAM BIN BOUNDARY NAILING BOF BOTTOM OF FOOTING BOT BOTTOM BP BASE PLATE BRG BEARING BSMT BASEMENT BTWN BETWEEN CANT CANTILEVER CG CENTER OF GRAVITY CIP CAST -IN -PLACE CJ CONSTRUCTION OR CONTROL JOINT CJP COMPLETE JOINT PENETRATION CL CENTERLINE, CLASS, CLOSE CLR CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONN CONNECTION CONST CONSTRUCTION CONT CONTINUOUS CONTR CONTRACTOR CTR CENTER C TO C CENTER TO CENTER DBA DEFORMED BAR ANCHOR DBL DOUBLE DIET DETAIL DIA DIAMETER DIAG DIAGONAL, DIAGRAM DIM DIMENSION DL DEAD LOAD DO DITTO DWG DRAWING DWL DOWEL EA EACH EE EACH END EF EACH FACE EFF EFFECTIVE EJ EXPANSION JOINT ELEV ELEVATION ELEC ELECTRICAL EMB EMBEDDED,EMBEDMENT EOS EDGE OF SLAB EQ EQUAL ES EACH SIDE, EQUAL SPACE, EW EACH WAY EXP EXPANSION EXIST EXISTING EXT EXTERIOR FD FLOOR DRAIN FDN FOUNDATION FLR FLOOR FIN FIELD NAILING FS FAR SIDE FT FEET, FOOT FTG FOOTING FLIT FUTURE FV FIELD VERIFY GA GAGE,GAUGE GALV GALVANIZED GC GENERAL CONTRACTOR GR GRADE GRTG GRATING HK HOOK HORIZ HORIZONTAL HSB HIGH STRENGTH BOLT HS HEADED STUD, HIGH STRENGTH HSS HOLLOW STRUCTURAL SHAPE HT HEIGHT ID INSIDE DIAMETER IF INSIDE FACE IN INCH IF INSIDE FACE INSTR INSTRUMENTATION INT INTERIOR, INTERSECTION JT JOINT K KIPS KSF KIPS PER SQUARE FOOT L LIVE LOAD LE LEFT END LF LINEAR FOOT LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LOC LOCATION LONG LONGITUDINAL LWT LIGHTWEIGHT MATL MATERIAL MAX MAXIMUM MECH MECHANICAL MEP MECHANICAL, ELECTRICAL, PLUMBING MF MOMENTFRAME MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MO MASONRY OPENING MTL METAL NOM NOMINAL INS NEAR SIDE FOOTING TAG: 1. REFER TO GEN-GZN006 & GEN-GZN007 FOR ADDITIONAL SYMBOLS AND LEGEND. NTS NOT TO SCALE NWT NORMAL WEIGHT FOOTING MARK OC ON CENTER OD OUTSIDE DIAMETER F-XX OF OUTSIDE FACE OPNG OPENING (XXX�-X��� OPP OPPOSITE TOP OF FOOTING ELEVATION OSL OUTSTANDING LEG PAF POWER ACTUATED FASTENER PJP PARTIAL JOINT PENETRATION FRAMING TAG: PL PLATE PLBG PLUMBING 1 i (XX) C=X° PLF POUNDS PER LINEAR FOOT �T7 PR PAIR CAMBER PREFAB PREFABRICATED NO. OF STUDS PRL PARALLEL FRAMING MEMBER PRMT PERIMETER PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH SPAN SYMBOL: PVMT PAVEMENT R RADIUS NOTE RD ROOF DRAIN RE RIGHT END DIRECTION OF SPAN REF REFER TO REINF REINFORCING MOMENT FRAME: REQD REQUIRED SCHED SCHEDULE SDL SUPERIMPOSED DEADLOAD SECT SECTION SEOR STRUCTURAL ENGINEER OF RECORD FRAMING MEMBER SF SQUARE FOOT SPIN SEPARATION MOMENT CONNECTION SIM SIMILAR — COLUMN SMS SHEET METAL SCREW SOG SLAB ON GRADE SOMD SLAB ON METAL DECK MOMENT CONNECTION: SPA SPACING SPEC SPECIFICATION SQ SQUARE SST STAINLESS STEEL FRAMING MEMBER STD STANDARD STL STEEL MOMENT CONNECTION STIF STIFFENER COLUMN STRUCT STRUCTURAL SYM SYMBOL T&B TOP AND BOTTOM BEAM SPLICE: TEMP TEMPORARY, TEMPERATURE THK THICKNESS TOO TOP OF TOC TOP OF CONCRETE FRAMING MEMBER TOF TOP OF FOOTING BEAM SPLICE LOCATION TOS TOP OF SLAB, TOP OF STEEL, TOW TOP OF WALL FRAMING MEMBER TYP TYPICAL LINO UNLESS NOTED OTHERWISE VERT VERTICAL BEAM WEB PENETRATION: W/ WITH W/0 WITHOUT W WIND LOAD DIMENSION FROM TOP WILD WELDED X NOF STEEL TO CENTER WT WEIGHT OF WEB PENETRATION WWF WELDED WIRE FABRIC / WEB PENETRATION MARK WEB PENETRATION LOCATION FRAMING MEMBER DEVELOPMENT ENGINEERING R-4332269 I msippo 11/25/2025 DESIGNED BY: SCALE: STRIDE BUS RAPID TRANSIT DRAWING NO.: L. DOWELL 0ESPAR2A Q J NTS BT120-SZN003 DRAWN BY: ��� °� wasNJ°G U FILENAME: SOUTH RENTON TRANSIT CENTER R. MUNRO w � �t� a, �z 4Sr.RIDE w co S1-BT120-S-v2020 BT105 FACILITY ID: CHECKED BY: :n N BRT General Engineering Consultant J LL�� DrRANS�T CONTRACT No.: STRUCTURAL BT120 D. PRINDLE2 16264��� �� <<� aL�N����RTA/cN 0205-24 GENERAL STRUCTURAL NOTES SHEET N« REV: 0 12/10/2024 LPD DJP AE ISSUED FOR BID APPROVED BY: � NAL ',' SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: 347 No. DATE I DSN CHK APP REVISION A. ESPARZA 15/Nov/2024 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 N co co 6 W 0 N O N ch 0 N m , co U w C� I z Q ry ~I 0 a I D m 0 I 0 co 00 LO � M a CI 00< N U) L N O �p N cy) co m Hu - CABINET 0.70k 1.1 TVM 0.41 k TVM Al 0.41 k 1.7 Al 1.8 1.15 Al 1.E 1.5 1.7 \ Z/Z E4 (2.11 7,_6„ CABINET CABINET 2.11 A71-611 50 0.70k 0.70k50 7'-6"5 . B2 HEAT PUMP 7'-6" 0.2k 15 C1 /A2 HEAT PUMP 0.3k �� HEAT PUMP 0.1 k COMPONANT AND CLADDING WIND PRESSURES, PSF (POSITIVE PRESSURE, NEGATIVE SUCTION) ZONE 1 ZONE 2 ZONE 3 ZONE 4 ZONE 5 MAX PRESSURE +16 +16 +16 +16 +16 MAX SUCTION -20 -23 -30 -18 -22 ��-----4)-----�� I I I I I I I I �a a COMPONENT/CLADDING WIND ZONES: ROOFS COMPONENT/CLADDING WIND ZONES: WALLS NOTES: 1. "a" REFERS TO 10% OF THE LEAST HORIZONTAL DIMENSION OF 40% OF THE STRUCTURE HEIGHT "h" WHICH EVER IS SMALLER. "a" MAY NOT BE LESS THAN EITHER 4% OF THE LEAST HORIZONTAL DIMENSION OR 3'-0". 2. PRESSURES GIVEN ARE FOR AN EFFECTIVE WIND AREA LESS THAN 10 SQUARE FEET. LOAD REDUCTION FOR GREATER EFFECTIVE WIND AREAS IS ALLOWED BY CODE. 3. WIND PRESSURES ARE ULTIMATE WIND PRESSURES. MULTIPLY VALUES BY 0.6 TO OBTAIN ALLOWABLE WIND PRESSURES. 4. CLADDING AT ANY SOFFIT SHALL BE DESIGNED FOR A NET 30 PSF WIND LOAD. 2.1 1.3 C1 E5 �7'-6„ (:1.8 1.15 3'-9" E4 E4 LOAD MAP - ROOF SCALE: 1 " = 50'-0" CLADDING DEAD LOAD PER LOAD MAP SLAB BEAM A! SEE NO - MAX HORIZONTAL CLADDING DEAD LOAD 500 LBS, SEE NOTE 2. MOMENT DUE TO CLADDING DEAD LOAD, SEE NOTE 3. 1.E NOTES: 1. STRUCTURE IS DESIGNED FOR THE EQUIVALENT UNIFORM LOAD CORRESPONDING TO THE ANTICIPATED WEIGHT OF THE CLADDING SYSTEM AS NOTED IN THE LOAD MAPS. 2. ANY HORIZONTAL CLADDING ATTACHMENT TO PRIMARY STRUCTURE SHALL NOT EXCEED THE NOTE MAGNITUDE. SPACING BETWEEN ATTACHMENTS SHALL BE NO GREATER THAN 2'-0". 3. THERE SHALL BE NO MOMENT IMPOSED TO THE PRIMARY STRUCTURE DUE TO THE CLADDING DEAD LOAD. 4. CLADDING CONNECTIONS SHALL NOT APPLY LATERAL OR TORSIONAL LOADS TO THE PERIMETER BEAMS OR COLUMNS. 5. CLADDING ATTACHMENTS WILL APPLY CONCENTRATED LOADS TO THE PRIMARY STRUCTURE. CONTRACTOR SHALL SUBMIT TYPICAL CLADDING ATTACHMENT DETAILS FOR REVIEW AND COMMENT PRIOR TO PREPARATION OF A DETAILED CLADDING SUBMITTAL. LOAD MAP SCHEDULES AND NOTES WIND PRESSURE DIAGRAM 2 CLADDING DEAD LOAD DIAGRAM *nmsippo R-4332270 SCALE: NTS - SCALE: NTS - SCALE: NTS ELOPMENT ENGINEERING 11 /25/2025 U1 DESIGNED BY: SCALE: DRAWING NO.: L. DOWELL Q w AS NOTED STRIDE BUS RAPID TRANSIT DRAWN BY: �� °V wasU FILENAME: SOUTH RENTON TRANSIT CENTER BT120-SZP001 R. MUNRO �� z w J S1-BT120-S-v2020 BT105 FACILITY ID: RIDE CHECKED BY: BRT General Engineering Consultant z " SOUNDTRANSIT CONTRACT No.: STRUCTURAL BT120 1 06/13/2025 LPD AJF AE ADDENDUM #1 A. FORTNER �o� ��w� RTA/OA 0206-19 SHEET No: REV: 0 12/10/2024 LPD DJP AE ISSUED FOR BID APPROVED BY: �SSIONaL E�SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: LOAD MAPS, DIAGRAMS, AND SCHEDULES 348 1 No. DATE DSN I CHK APP REVISION 1A.ESPARZA R. PARGAS 112/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 N co co O W 0 N O N G7 O N H m U) U w C� I H U) Z a IY H I 0 I U) D m o' 0 00 �� ao rn al ti N U) LO o N C-0 O M N N c m 1 ':� J BT12 SO GP312 BT120-SFP212 1 06/13/2025 1 LPD I AJF AE I ADDENDUM #1 0 112/10/20241 LPD I DJP I AE I ISSUED FOR BID No. I DATE I DSN I CHK I APP I REVISION _ r- o BT120-SGD163 BT120-SGD163 B- DESIGNED BY: L. DOWELL DRAWN BY: R. MUNRO CHECKED BY: A. FORTNER APPROVED BY: A. ESPARZA 2/June/2025 1 it BT120-SFP213 BT120-SGP313 i 1.5 KT - BT 1 N- -.11 161 — ----------------- T - - - - ------- - - - - ------- - - - - -- (a) BT120-SFP215 BT120-SFP241 Q W U 4b5Tmq1DE U) co W J F)l BRT General Engineering Consultant J U- SUBMITTED BY: DATE: REVIEWED BY: R. PARGAS 12/10/2024 J. ALTCHECH M;Vmr=" SOUNDTRANSIT DATE: 12/10/2024 SCALE: ill =30' FILENAME: S 1-BT 120-S-v2020 CONTRACT No.: RTA/OA 0206-19 SUBMITTAL DATE: 12/10/2024 PLATFORM 4E F G H CORE FACILITY N KEY PLAN REFERENCE DRAWINGS: BT120-SZN GENERAL NOTES BT120-SZP LOAD MAPS BT120-SFP FOUNDATION PLANS BT120-SGP PLANS BT120-SGE ELEVATIONS BT120-SGY TYPICAL DETAILS AND SCHEDULES BT120-SGD SECTIONS AND DETAILS 30 15 0 30 60 SCALE IN FEET R-4332271 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 STRUCTURAL OVERALL SITE PLAN DEVELOPMENT ENGINEERING msippo 11 /25/2025 Ul DRAWING NO.: BT120-SFP001 FACILITY ID: BT120 SHEET No: REV: 349 1 N co co 6 W 0 N 0 N ch O N H m V) U LU C� �I Z Q ry H I c) Q rI D m of 0 co 00 LO � M 0-o I I` Q 0 L2 U) N � � o N � o cy) N co m 1.A w 0 0 ESL 1.c - A� 1 06/13/2025 LPD AJF 0 12/10/2024 LPD DJP No. DATE DSN CHK TACTILE STRIP RECESS, TYP CONC CURB PER CIVIL, TYP - n12 n13 1.4 24'-0" 24'-0" 24'-0" TVD AL AL I ... D 46 BT120-SGD113 I I E 6I BT120-S(-,D113 _ " L J ADA TACTILE cf) STRIP RECESS 3" AE ADDENDUM #1 AE ISSUED FORBID APP REVISION 8" THICKENED SOG, 3'-0" X 3'-011 , CTR ON POST RAMP PER CIVIL, TYP PC2 PC2 1 PC2 �rt_c���QF TVM PYLON GB12x12 — — GB12x12 GB 2x12 rr—n 10 PC2 A TYP 1 2 SIM BT120-SGE111 BT120-SGD162 BT120-SGD162 U)� DESIGNED BY: L. DOWELL DRAWN BY: R. MUNRO CHECKED BY: A. FORTNER APPROVED BY: A. ESPARZA SOG PLATFORM, SLOPES PER CIVIL FOUNDATION PLAN - CANOPY - SECTOR A SCALE: 1/8" = V-0" 2/June/2025 BT120-SGP100 Q w U 4fTmRlDE U) u7 W J BRT General Engineering Consultant z U- SUBMITTED BY: DATE: REVIEWED BY: R. PARGAS 12/10/2024 J. ALTCHECH SL SCALE: M;Vmr=" 1/8" = 1'-0" FILENAME: S 1-BT120-S-v2020 SOUNDTRANSIT CONTRACT No.: RTA/OA 0206-19 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 GENERAL NOTES: 1. LEVEL 01 - CANOPY SECTOR A REFERENCE ELEVATION IS 22--4" REFER TO CIVIL DRAWINGS FOR ELEVATION AND SLOPE OF SLAB ON GRADE. 2. SLAB ON GRADE IS 6-INCHES THICK MINIMUM. REFER TO CIVIL AND ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION. REINFORCE PER TYPICAL DETAILS. SLAB ON GRADE SHALL BE PLACED ATOP COMPACTED STRUCTURAL FILL IN ACCORDANCE WITH GEOTECHNICAL REPORT. 3. () INDICATES TOP OF PILE CAP ELEVATION. ALL PILE CAPS AND PILES SHALL BEAR ON SUBGRADE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. TOP OF PILE CAP ELEVATION IS AT REFERENCE ELEVATION UNLESS NOTED OTHERWISE. 4. "PC#" INDICATES PILE CAP MARK. SEE TYPICAL PILE AND PILE CAP DETAILS AND SCHEDULES FOR SIZE, REINFORCING, AND ADDITIONAL INFORMATION. 5. "GB#" INDICATES GRADE BEAM MARK. SEE TYPICAL GRADE BEAM DETAILS AND SCHEDULES FOR SIZE, REINFORCING, AND ADDITIONAL INFORMATION. 6. COLUMNS SHOWN IN THE VIEW ARE PART OF THE MAIN LATERAL FORCE RESISTING SYSTEM. 7. REFERENCE ALL CONSTRUCTION DOCUMENTS FOR SIZE, EXTENT, AND LOCATION OF CONCRETE CURBS, HOUSEKEEPING PADS, CMU WALLS, PLANTER WALLS, BOLLARDS, EDGE ANGLES, AND SLAB PENETRATIONS. REINFORCE PER TYPICAL DETAILS. C D PLATFORM E F G H CORE FACILITY 1)11� KEY PLAN N 8 4 0 8 16 SCALE IN FEET DEVELOPMENT ENGINEERING R-4332272 msippo 11 /25/2025 U1 STRIDE BUS RAPID TRANSIT DRAWING NO.: BT120-SFP212 SOUTH RENTON TRANSIT CENTER BT105 FACILITY ID: STRUCTURAL BT120 SHEET No: REV: FOUNDATION PLAN CANOPY - SECTOR A 350 1 N co co O W 0 N O N ch O N H m co U w C� �I Z Q IY H I c) Q IY I D m of 0 co 00 LO � M ao � QI N U) L o (N Cfl O cy) N N _ co m T- N a W LL Z_ � J N 2 � LU V m Q � 0 W 1.A W 1.0 0 0 1 06/13/2025 LPD AJF AE ADDENDUM #1 0 12/10/2024 LPD DJP AE ISSUED FOR BID No. DATE DSN CHK APP REVISION SOG PLATFORM, SLOPES PER CIVIL TACTILE STRIP RECESS, TYP CONC CURB PER CIVIL, TYP RAMP PER CIVIL, TYP GENERAL NOTES: 1. LEVEL 01 - CANOPY SECTOR B REFERENCE ELEVATION IS 25-1 ". REFER TO CIVIL DRAWINGS FOR ELEVATION AND SLOPE OF SLAB ON GRADE. 2. SLAB ON GRADE IS 6-INCHES THICK MINIMUM. REFER TO CIVIL AND ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION. REINFORCE PER TYPICAL DETAILS. SLAB ON GRADE SHALL BE PLACED ATOP COMPACTED STRUCTURAL FILL IN ACCORDANCE WITH GEOTECHNICAL REPORT. 3. () INDICATES TOP OF PILE CAP ELEVATION. ALL PILE CAPS AND PILES SHALL BEAR ON SUBGRADE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. TOP OF PILE CAP ELEVATION IS AT 1.5 (1.6 1.7 REFERENCE ELEVATION UNLESS NOTED OTHERWISE. TYP 24' - 0" 24' - 0" D 8" THICKENED SOG, 4. "PC#" INDICATES PILE CAP MARK. SEE TYPICAL PILE AND PILE 3'-0" X 3'-011, CAP DETAILS AND SCHEDULES FOR SIZE, REINFORCING, AND BT120-SGD113 I CTR ON POST ADDITIONAL INFORMATION. 5. "GB#" INDICATES GRADE BEAM MARK. SEE TYPICAL GRADE '1 BEAM DETAILS AND SCHEDULES FOR SIZE, REINFORCING, AND ADDITIONAL INFORMATION I N 6. COLUMNS SHOWN IN THE VIEW ARE PART OF THE MAIN ADA TACTILE / -1 LATERAL FORCE RESISTING SYSTEM. STRIP RECESS p�D3" Z0 ALL 7. REFERENCE ALL CONSTRUCTION DOCUMENTS FOR SIZE, EXTENT, AND LOCATION OF CONCRETE CURBS, HOUSEKEEPING PADS, CMU WALLS, PLANTER WALLS, PC2 PC2 PC2 �� y BOLLARDS, EDGE ANGLES, AND SLAB PENETRATIONS. REINFORCE PER TYPICAL DETAILS. 00 '� _ GB12x12 GB12x12 O N� PYLON LT 2 J-J L—J N 3" BT120-SGD162 �� A TYP 2 SIM BT120-SGE111 BT120-SGD162 8" THICKENED SOG, 3'-0" X 3'-011 , CTR ON POST DESIGNED BY: L. DOWELL DRAWN BY: R. MUNRO CHECKED BY: A. FORTNER APPROVED BY: A. ESPARZA TYP ` ADA TACTILE E STRIP RECESS BT120-SGD113 FOUNDATION PLAN - CANOPY - SECTOR B SCALE: 1 /8" = V-0" 2/June/2025 BT120-SGP100 SCALE: Q w 1/8" = 1'-0" Q FILENAME: 4fTmRlDE U w J S 1-BT120-S-v2020 BRT General Engineering Consultant z " SOUNDTRANSIT CONTRACT No.: RTA/OA 0206-19 SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 C D PLATFORM E F G H CORE FACILITY 1)11� KEY PLAN N 8 4 0 8 16 I SCALE IN FEET R-4332273 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 STRUCTURAL FOUNDATION PLAN CANOPY - SECTOR B DEVELOPMENT ENGINEERING msippo 11 /25/2025 DRAWING NO.: BT120-SFP213 FACILITY ID: BT120 SHEET No: REV: 351 1 N co co W 0 N O N ch O N H m V) U LU C� I H z Q IY H I I] Q IY I D m of 0 00 LO � M a of ti N U) L o (N O cy) N co m 1.8) ri. 9 1 (1� .101 (1� .111 11.121.131 24' - 0" M 01\ a -I �o� LU PC2 _ �'��+ O� 5 C�� 1 0) _ GB12x12 CIS L) 1.E -o ----- �3 - L+� 2 b 3" BT120-SGD162 LU w c/) - 777 ADA TACTILE 1.D � STRIP RECESS 1 06/13/2025 LPD AJF 0 12/10/2024 LPD DJP No. DATE DSN CHK 8" THICKENED SOG, 3'-0" X 3'-011 , CTR ON POST AE ADDENDUM #1 AE ISSUED FORBID APP REVISION DESIGNED BY: L. DOWELL DRAWN BY: R. MUNRO CHECKED BY: A. FORTNER APPROVED BY: A. ESPARZA 24'-0" GB12x12 0) 1 2/June/2025 24'-0" CPC2 -� GB12x12 — — 0 ) 1 BT120-SGD162 24' - 0" GENERAL NOTES: 1. LEVEL 01 - CANOPY SECTOR C REFERENCE ELEVATION IS 264". REFER TO CIVIL DRAWINGS FOR ELEVATION AND SLOPE OF SLAB ON GRADE. 2. SLAB ON GRADE IS 6-INCHES THICK MINIMUM. REFER TO CIVIL AND ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION. REINFORCE PER TYPICAL DETAILS. SLAB ON GRADE SHALL BE PLACED ATOP COMPACTED STRUCTURAL FILL IN ACCORDANCE WITH GEOTECHNICAL REPORT. 3. () INDICATES TOP OF PILE CAP ELEVATION. ALL PILE CAPS AND PILES SHALL BEAR ON SUBGRADE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. TOP OF PILE CAP ELEVATION IS AT REFERENCE ELEVATION UNLESS NOTED OTHERWISE. 4. "PC#" INDICATES PILE CAP MARK. SEE TYPICAL PILE AND PILE CAP DETAILS AND SCHEDULES FOR SIZE, REINFORCING, AND ADDITIONAL INFORMATION. 5. "GB#" INDICATES GRADE BEAM MARK. SEE TYPICAL GRADE BEAM DETAILS AND SCHEDULES FOR SIZE, REINFORCING, AND ADDITIONAL INFORMATION 6. COLUMNS SHOWN IN THE VIEW ARE PART OF THE MAIN LATERAL FORCE RESISTING SYSTEM. 7. REFERENCE ALL CONSTRUCTION DOCUMENTS FOR SIZE, EXTENT, AND LOCATION OF CONCRETE CURBS, HOUSEKEEPING PADS, CMU WALLS, PLANTER WALLS, BOLLARDS, EDGE ANGLES, AND SLAB PENETRATIONS. REINFORCE PER TYPICAL DETAILS. (1.14 1.15 24' - 0" 3 -0 X 31-011, RAMP PER CIVIL I I CTR ON POST 24'-0" 24'-0" 8" THICKENED SOG 7' - 9" J U) ADA TACTILE PC2I CI) I STRIP RECES PC2 C��F- GB12x12SGB12x12 F I CI) I GB12x12 GB12x12 —----——----- o _— —-- , e SIM 71_911 J 2zo BT120-SGD162 TYP A CONC CURB PER CIVIL, TYP - D TYP TACTILE STRIP RECESS, TYP J BT120-SGD113 FOUNDATION PLAN - CANOPY - SECTOR C SCALE: 1/8" = 1'-0" SUBMITTED BY: R. PARGAS BT120-SGP100 BT120-SGE111 IN—"' 777/ BT120-SGD 162 TYP ADA TACTILE 8" THICKENED SOG, E STRIP RECESS 3'-0" X 3'-011' SOG PLATFORM, CTR ON POST BT120-SGD113 SLOPES PER CIVIL N---" Q w U 4fTmRIDE cn F)l u7 W J BRT General Engineering Consultant z U- DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH SCALE: M;Vmr=" 1/8" = 1'-0" FILENAME: S 1-BT120-S-v2020 SOUNDTRANSIT CONTRACT No.: RTA/OA 0206-19 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 D PLATFORM E F G H CORE FACILITY 1)11� KEY PLAN 8 4 0 8 16 SCALE IN FEET DEVELOPMENT ENGINEERING R-4332274 msippo 11 /25/2025 U1 STRIDE BUS RAPID TRANSIT DRAWING NO.: SOUTH RENTON TRANSIT CENTER BT120-SFP214 BT105 FACILITY ID: STRUCTURAL BT120 SHEET No: REV: FOUNDATION PLAN CANOPY - SECTOR C 352 1 N co co 6 W 0 N O N ch O N H m V) U LU C� I H Z Q IY H I c) Q IY I D m 0 I 0 00 LO � M ao I ti N U) L o (N O cy) N co m 1 06/13/2025 LPD AJF 0 12/10/2024 LPD DJP No. DATE DSN CHK t 1.F � — 1 L u o N a LJJ LL Z o J N 1.E t�2� J o Q G Q LU lu AE ADDENDUM #1 AE ISSUED FORBID APP REVISION T 1.16 ADA TACTILE STRIP RECESS 1.17 +-V L J 8" THICKENED SOG, 1 3'-0" X 3'-011 , CTR ON POST 12'-0" I "� 1--7 0_ t — — — — — — — — -L 8" THICKENED SOG, 4'-0" X 4'-011, 1 2 CTR ON POST BT120-SGD163 BT120-SGD163 CONC CURB PER CIVIL, TYP TACTILE STRIP RECESS, TYP DESIGNED BY: L. DOWELL DRAWN BY: R. MUNRO CHECKED BY: A. FORTNER APPROVED BY: A. ESPARZA 2/June/2025 D TYP BT120-SGD113 N--"' 36'-0" co KCM SHELTER 8" THICKENED SOG, 3'-0" X 3'-011 , CTR ON POST 23'-5" FOUNDATION PLAN - CANOPY - SECTOR D SCALE: 1/8" = 1'-0" 8" THICKENED SOG, 4'-0" X 4'-011 , CTR ON POST ADA TACTILE STRIP RECESS 77� TYP 40E BT120-SGD113 N---" BT120-SFP001 Q w 4fTmRIDE cn U F)R u7 W J BRT General Engineering Consultant z U- SUBMITTED BY: DATE: REVIEWED BY: R. PARGAS 12/10/2024 J. ALTCHECH GENERAL NOTES: 1. LEVEL 01 - CANOPY SECTOR D REFERENCE ELEVATION IS 27'-8". REFER TO CIVIL DRAWINGS FOR ELEVATION AND SLOPE OF SLAB ON GRADE. 2. SLAB ON GRADE IS 6-INCHES THICK MINIMUM. REFER TO CIVIL AND ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION. REINFORCE PER TYPICAL DETAILS. SLAB ON GRADE SHALL BE PLACED ATOP COMPACTED STRUCTURAL FILL IN ACCORDANCE WITH GEOTECHNICAL REPORT. 3. REFERENCE ALL CONSTRUCTION DOCUMENTS FOR SIZE, EXTENT, AND LOCATION OF CONCRETE CURBS, HOUSEKEEPING PADS, CMU WALLS, PLANTER WALLS, BOLLARDS, EDGE ANGLES, AND SLAB PENETRATIONS. REINFORCE PER TYPICAL DETAILS. 54' - 0" 8" THICKENED SOG, 3'-0" X 3'-011 , CTR ON POST SLAB ON GRADE, SLOPES PER CIVIL SCALE: M;Vmr=" 1/8" = 1'-0" FILENAME: S 1-BT120-S-v2020 SOUNDTRANSIT CONTRACT No.: RTA/OA 0206-19 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 PLATFORM E F G H CORE FACILITY 1)11� KEY PLAN SL RAMP PER CIVIL 8 4 0 8 16 SCALE IN FEET DEVELOPMENT ENGINEERING R-4332275 msippo 11 /25/2025 STRIDE BUS RAPID TRANSIT DRAWING NO.: BT120-SFP215 SOUTH RENTON TRANSIT CENTER BT105 FACILITY ID: STRUCTURAL BT120 SHEET No: REV: FOUNDATION PLAN CANOPY - SECTOR D 353 1 N co co W 0 N O N 0 N m co U LU (D I H cn Z Q IY H I 0 D_ Q IY I D am of 0 co 00 LO � M Q cI LO N U) D L o N Cfl O cy) N N (.0 m 1 06/13/2025 LPD AJF 0 12/10/2024 LPD DJP No. DATE DSN CHK 1'- 3 1/2" REF 1'-31/2" TYP, UNO AE ADDENDUM #1 AE ISSUED FORBID APP REVISION C2.4 tx N O 11 1 /2" TYP, UNO DESIGNED BY: L. DOWELL DRAWN BY: R. MUNRO CHECKED BY: A. FORTNER APPROVED BY: A. ESPARZA 2/June/2025 CORE FACILITY OVERALL FOUNDATION PLAN SCALE: 3/16" = 1'-0" SUBMITTED BY: R. PARGAS BT120-SFP001 TOP BAR REINFORCING SCHEDULE MARK DETAILS NOTE T1 (5) #5 @ 12" OC X 9'-2" W/ STD HOOK T2 (5) #5 @ 12" OC X 15'-0" W/ STD HOOK AT BOTH ENDS T3 (5) #5 @ 12" OC X 10--0" - T4 (5) #5 @ 12" OC X 12'4" W/ STD HOOK AT BOTH ENDS T5 (6) #5 @ 12" OC X 10--0" - T6 (7) #5 @ 12" OC X 15'-0" W/ STD HOOK AT BOTH ENDS T7 (20) #5 @ 6" OC X 40'-0" - T8 (10) #5 @ 12" OC X 19'-2" W/ STD HOOK T9 (7) #5 @ 12" OC X 14'-2" W/ STD HOOK T10 (5) #5 @ 12" OC X 14'-2" W/ STD HOOK BOTTOM BAR REINFORCING SCHEDULE MARK DETAILS NOTE B1 (3) #5 @ 12" OC X 4'-6" W/ STD HOOK AT BOTH ENDS Q w U 4STmRIDE cn F)l u7 W J BRT General Engineering Consultant z U_ DATE: 12/10/2024 REVIEWED BY: J. ALTCHECH 2.A 2.0 2.E I. GENERAL NOTES: 2.17 1. LEVEL 01 - CORE FACILITY REFERENCE ELEVATION IS 28'-2". TOP OF SLAB IS AT REFERENCE LEVEL. 2. SLAB ON GRADE IS 10-INCHES THICK. REINFORCE AS INDICATED ON PLAN. SLAB ON GRADE SHALL BE PLACED ATOP COMPACTED STRUCTURAL FILL IN ACCORDANCE WITH GEOTECHNICAL REPORT. 3. () INDICATES TOP OF PILE CAP ELEVATION. ALL PILE CAPS AND PILES SHALL BEAR ON SUBGRADE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. TOP OF PILE CAP ELEVATION IS AT REFERENCE ELEVATION UNLESS NOTED OTHERWISE. 4. "PC#" INDICATES PILE CAP MARK. SEE TYPICAL PILE AND PILE CAP DETAILS AND SCHEDULES FOR SIZE, REINFORCING, AND ADDITIONAL INFORMATION. 5. SEE FRAMING ELEVATIONS FOR INFORMATION ON MAIN LATERAL FORCE -RESISTING SYSTEM. 6. REFERENCE ALL CONSTRUCTION DOCUMENTS FOR SIZE, EXTENT, AND LOCATION OF CONC CURBS, HOUSEKEEPING PADS, CMU WALLS, PLANTER WALLS, BOLLARDS, EDGE ANGLES, AND SLAB PENETRATIONS. REINFORCE PER TYP DETAILS. SCALE: M;Vmr=" 3/16" = 1'-0" FILENAME: S 1-BT120-S-v2020 SOUNDTRANSIT CONTRACT No.: RTA/OA 0206-19 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 C D PLATFORM 4E F G H CORE FACILITY 1)11� KEY PLAN 8 4 0 8 16 SCALE IN FEET rmsippo VELOPMENT ENGINEERING R-4332276 11 /25/2025 U1 STRIDE BUS RAPID TRANSIT DRAWING NO.: SOUTH RENTON TRANSIT CENTER BT120-SFP221 BT105 FACILITY ID: STRUCTURAL BT120 SHEET No: REV: OVERALL FOUNDATION PLAN CORE FACILITY 354 1 N C'7 C'7 O 0 LU 0 N O N ch 0 N H m V) U LU C� I Z Q H I I D m I O O 00 LO Q o LO I ti LO o N (fl O cy) N co m WALL #4 @ 12" OC CONC WALL REINF NOT SHOWN CONC WALL CONTINUES WHERE OCCURS 1 CONC PILASTER REINF NOT SHOWN WALL/PILASTER REINFORCING DETAIL SCALE: 1" = 1'-0" 97'-0" TYf (3.A (4) ti BT 3.B 6" CONC W) W/ 444 @ 12" DELETED 6" CONC WALL AROUND PILASTERS W/ #4 @ 12" EW, TYP Nm BT120-SGE131 "-� TYP (2) PLC BT120 - OVERALL FOUNDATION PLAN - GANTRY SCALE: 1/8" = V-0" BT120-SGP100 GENERAL NOTES: 1. LEVEL 01 - GANTRY REFERENCE ELEVATION IS 27'-0". 2. RIGID PAVEMENT OVER PILE CAPS IS PER CIVIL AND IS NOT SHOWN. RIGID PAV NT SHALL BE PLACED ATOP COMPACTED STRUCTURAL FILL IN ACCORDANCE WITH GEOTECHNIC EPORT. 3. () INDICATES TOP OF PILE CAP ELEVATION. ALL PILE CAPS AND PILE HALL BEAR ON SUBGRADE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. TOP OF PILE ELEVATION IS AT REFERENCE ELEVATION UNLESS NOTED OTHERWISE. 4. "PC#" INDICATES PILE CAP MARK. SEE TYPICAL PILE PILE CAP DETAILS AND SCHEDULES FOR SIZE, REINFORCING, AND ADDITIONAL INFORMATION. 5. COLUMNS SHOWN IN THE VIEW ARE PART THE MAIN LATERAL FORCE RESISTING SYSTEM. 6. REFERENCE ALL CONSTRUCTION D UMENTS FOR SIZE, EXTENT, AND LOCATION OF CONCRETE CURBS, HOUSEKEEPING PADS, CMU W S, PLANTER WALLS, BOLLARDS, EDGE ANGLES, AND SLAB PENETRATIONS. REINFORC ER TYPICAL DETAILS. 97' - 0" q Ar C I D� PLATFORM E F ke-v -v ) 3.4 6" CONC WALL W/#4@12"EW G H 8 4 0 8 16 CORE FACILITY GEN KEY PLAN SCALE IN FEET DEVELOPMENT ENGINEER R-4332277 msippo 11 /25/2025 mull, DESIGNED BY: SCALE: DRAWING NO.: L. DOWELL 40 �V WAS Go Q w 1/8° = 1'-0° STRIDE BUS RAPID TRANSIT BT120-SFP231 DRAWN BY: �� ��o�� FILENAME: SOUTH RENTON TRANSIT CENTER R. MUNRO m 4fTmRIDE w J S1-BT120-S-v2020 BT105 FACILITY ID: CHECKED BY: d �� �� N BRT General Engineering Consultant z " SOUNDTRANSIT CONTRACT No.: OBSOLETE BT120 1 06/13/2025 LPD AJF AE ADDENDUM #1 A. FORTNER ��2R s4�we,� RTA/OA 0206-19 SHEET No: REV: 0 12/10/2024 LPD DJP AE ISSUED FOR BID APPROVED BY: ��G SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: OVERALL FOUNDATION PLAN CHARGING GANTRY 355 1 No. DATE DSN CHK APP REVISION A. ESPARZA 2/June/2025 R. PARGAS 112/10/2024 J. ALTCHECH 112/10/2024 12/10/2024 N C'7 C'7 6 0 LU 0 N 0 N ch O N H m V) U w C� I H Z Q ry H I c) ry I D m 0 I 0 co 00 LO � M a of LO j ti N U) L o (N o cy) N (b m 1 06/13/2025 LPD AJF AE ADDENDUM #1 0 12/10/2024 LPD DJP AE ISSUED FOR BID No. I DATE I DSN I CHK I APP I REVISION DESIGNED BY: L. DOWELL DRAWN BY: R. MUNRO CHECKED BY: A. FORTNER APPROVED BY: A. ESPARZA 2/June/2025 SCALE: Q w 1/8" = 1'-0" Q FILENAME: 4fTmRlDE cn C/) U w J S 1-BT120-S-v2020 BRT General Engineering Consultant z " SOUNDTRANSIT CONTRACT No.: RTA/OA 0206-19 SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 GENERAL NOTES: 1. LEVEL 01 - GENERATOR PAD REFERENCE ELEVATION IS PER CIVIL. REFER TO CIVIL DRAWINGS FOR ELEVATION, EXTENTS, AND SLOPE. 2. SLAB ON GRADE IS 6-INCHES THICK. REINFORCE PER TYPICAL DETAILS. SLAB ON GRADE SHALL BE PLACED ATOP COMPACTED STRUCTURAL FILL IN ACCORDANCE WITH GEOTECHNICAL REPORT. 3. REFERENCE ALL CONSTRUCTION DOCUMENTS FOR SIZE, EXTENT, AND LOCATION OF CONCRETE CURBS, HOUSEKEEPING PADS, CMU WALLS, PLANTER WALLS, BOLLARDS, EDGE ANGLES, AND SLAB PENETRATIONS. REINFORCE PER TYPICAL DETAILS. 4. INSTALL EQUIPMENT ANCHORAGE PER THE GENERATOR MANUFACTURER'S INSTRUCTIONS. 1 C PLATFORM E F G H CORE FACILITY 1)11� KEY PLAN XI R-4332278 DEVELOPMENT ENGINEERING msippo 11 /25/2025 Ul STRIDE BUS RAPID TRANSIT DRAWING NO.: SOUTH RENTON TRANSIT CENTER BT120-SFP241 BT105 FACILITY ID: BT120 TOVERALL STRUCTURAL SHEET No: REV: FOUNDATION PLAN GENERATOR PAD 356 1 N co co 6 W 0 N O N ch O N H m co U w C� �I Z Q ry H I c) Q ry I D m of 0 co 00 LO � M Q CI N Q N a0 N U) L o (N O cy) N co m 1 06/13/2025 LPD AJF 0 12/10/2024 LPD DJP No. DATE DSN CHK BT120-SGE111 BT120-SGE111 N--" N--"' AE ADDENDUM #1 AE ISSUED FORBID APP REVISION FRAMING PLAN - CANOPY - SECTOR A SCALE: 1 /8" = 1'-0" DESIGNED BY: L. DOWELL DRAWN BY: R. MUNRO CHECKED BY: A. FORTNER APPROVED BY: A. ESPARZA 2/June/2025 BT120-SGP100 Q w 4fTmRlDE cn U F)R U7 W J BRT General Engineering Consultant z U- SUBMITTED BY: DATE: REVIEWED BY: R. PARGAS 12/10/2024 J. ALTCHECH GENERAL NOTES: 1. LEVEL 02 - CANOPY SECTOR A REFERENCE ELEVATION IS 37'-0". TOP OF STEEL ELEVATIONS IS AT REFERENCE ELEVATION. BOTTOM OF SLAB IS AT TOP OF STEEL ELEVATION. 2. THE STRUCTURAL SLAB IS A 1 1/2-INCH STEEL DECK. SEE THE TYPICAL ROOF DECK DETAILS. 3. CONTRACTOR SHALL COORDINATE ALL OPENINGS AND DEPRESSIONS PRIOR TO CONSTRUCTION. SCALE: M;Vmr=" 1/8" = 1'-0" FILENAME: S 1-BT120-S-v2020 SOUNDTRANSIT CONTRACT No.: RTA/OA 0206-19 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 C D PLATFORM E F G H CORE FACILITY 1)11� KEY PLAN N 8 4 0 8 16 SCALE IN FEET DEVELOPMENT ENGINEERING R-4332279 msippo 11 /25/2025 U1 STRIDE BUS RAPID TRANSIT DRAWING NO.: SOUTH RENTON TRANSIT CENTER BT120-SGP312 BT105 FACILITY ID: STRUCTURAL BT120 SHEET No: REV: LEVEL 2 FRAMING PLAN CANOPY - SECTOR A 357 1 N co co O W 0 N O N ch O N H m co U w C� �I Z Q IY H I c) Q IY I D m of 0 co 00 LO � M Q C "t QI N a0 N U) L o (N O cy) N co m 1 06/13/2025 LPD AJF 0 12/10/2024 LPD DJP No. DATE DSN CHK co 1.A 04 A SIM, TYP M o IL 'i, - 0BT120-SGD112 Z � J N r 11.113 N o LU U) 1.0 i� AE ADDENDUM #1 AE ISSUED FORBID APP REVISION DESIGNED BY: L. DOWELL DRAWN BY: R. MUNRO CHECKED BY: A. FORTNER APPROVED BY: A. ESPARZA 2/June/2025 1.5 1.6 1.7 GENERAL NOTES: 1. LEVEL 02 - CANOPY SECTOR B REFERENCE ELEVATION IS 39'-6". TOP OF STEEL ELEVATIONS IS AT REFERENCE ELEVATION. BOTTOM OF SLAB IS AT TOP OF STEEL ELEVATION. 2. THE STRUCTURAL SLAB IS A 1 1/2-INCH STEEL DECK. SEE THE TYPICAL ROOF DECK DETAILS. 3. CONTRACTOR SHALL COORDINATE ALL OPENINGS AND DEPRESSIONS PRIOR TO CONSTRUCTION. 5'-8" 24'-0" 24'-0" 5'-8" REFER TO ARCH DWGS FOR COLD FORMED FRAMING AROUND LIGHTS FALL ARREST HSS12X6X1/4, TYP NO ANCHOR, TYP V 2" XOZ `--'TYP 0X l=) -- - _ i.I V —�411 O _ G� U)F_ `--'TYP c;) 00 �I HSS12X6X1/4, TYP UNO HSS12X6X1/477, TYP UNO-1 NO �= N^ OA 00 v• c t t ;00 —� 0 411 C) A I - `'' BT120-SGD113 `--'TYP M _ �TYP HSS12X6X1/4, TYP UNO TYP A k BT120-SGE111 TYP B BT120-SGE111 N--" FRAMING PLAN - CANOPY - SECTOR B SCALE: 1 /8" = 1'-0" C10X15.3 1 1 /2" METAL DECK BT120-SGP100 Q w 4fTmRlDE cn U F)R U7 W J BRT General Engineering Consultant z U_ SUBMITTED BY: DATE: REVIEWED BY: R. PARGAS 12/10/2024 J. ALTCHECH SCALE: M;Vmr=" 1/8" = 1'-0" FILENAME: S 1-BT120-S-v2020 SOUNDTRANSIT CONTRACT No.: RTA/OA 0206-19 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 C D PLATFORM E F G H CORE FACILITY 1)11� KEY PLAN N 8 4 0 8 16 SCALE IN FEET r,,EsLi0,pmc ENT ENGINEERING R-4332280 p11 /25/2025 U1 STRIDE BUS RAPID TRANSIT DRAWING NO.: SOUTH RENTON TRANSIT CENTER BT120-SGP313 BT105 FACILITY ID: STRUCTURAL BT120 SHEET No: REV: LEVEL 2 FRAMING PLAN CANOPY - SECTOR B 358 1 N co co W 0 N 0 N ch O N H m V) U LU C� I H z Q IY H I c) Q IY I D m of 0 co eo LO � M ao LO N QI a0 N U) � o N � o cy) N N _ co m 1.F 1.E 0 0 cM SIM � j TYF a A UJ BT120-SGD112 j N N m -� N LU W cn 1 06/13/2025 LPD AJF AE ADDENDUM #1 0 12/10/2024 LPD DJP AE ISSUED FOR BID No. DATE DSN CHK APP REVISION HSS12X6X1/4, TYP UNO DESIGNED BY: L. DOWELL DRAWN BY: R. MUNRO CHECKED BY: A. FORTNER APPROVED BY: A. ESPARZA FALL ARREST ANCHOR, TYP BT120-SGE111 BT120-SGE111 N--"' N--"' FRAMING PLAN - CANOPY - SECTOR C SCALE: 1 /8" = 1'-0" 2/June/2025 SUBMITTED BY: R. PARGAS BT120-SGP100 F)R 4STm)?IDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH GENERAL NOTES: 1. LEVEL 02 - CANOPY SECTOR C REFERENCE ELEVATION IS 42'-0". TOP OF STEEL ELEVATIONS IS AT REFERENCE ELEVATION. BOTTOM OF SLAB IS AT TOP OF STEEL ELEVATION. 2. THE STRUCTURAL SLAB IS A 1 1/2-INCH STEEL DECK. SEE THE TYPICAL ROOF DECK DETAILS. 3. CONTRACTOR SHALL COORDINATE ALL OPENINGS AND DEPRESSIONS PRIOR TO CONSTRUCTION. REFER TO ARCH DWGS FOR COLD FORMED FRAMING AROUND LIGHTS SCALE: Q w mrr 1/8" = 1'-0" Q FILENAME: cn w C/) S 1-BT120-S-v2020 Z J J � SOUNDTRANSIT CONTRACT No.: RTA/OA 0206-19 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 `--y TY P A 4" o TYP co ww- 4" o � (A)Typ 2" D PLATFORM E F G H CORE FACILITY 1)11� KEY PLAN C10X15.3 R-4332281 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 STRUCTURAL LEVEL 2 FRAMING PLAN CANOPY - SECTOR C DEVELOPMENT ENGINEERING msippo 11 /25/2025 U1 • DRAWING NO.: BT120-SGP314 FACILITY ID: BT120 SHEET No: REV: 359 1 N co co O W 0 N 0 N ch O N H m co U w C� I H V) Z Q ry H I c) ry I D m 0 I 0 co 00 LO � M Q CI co Q N a0 N U) L o (N o cy) N co m (2.1) 2.2 2.3� i i i — i 1 06/13/2025 LPD AJF AE ADDENDUM #1 0 12/10/2024 LPD DJP AE ISSUED FOR BID No. DATE DSN CHK APP REVISION 2.4 2.5 -2' - 0° C5X6.7, SEE NOTE 1 A B BT120-SGE124 — BT120-SGE124 DESIGNED BY: L. DOWELL DRAWN BY: R. MUNRO CHECKED BY: A. FORTNER APPROVED BY: A. ESPARZA TYP A BT120-SGD121 HSS6X4X5/16 HSS6X4X5/16 C BT120-SGD121 w_ ■ _ - BT120-SSGD121 SIM� (4) EQ SPC 6" TY 2.6 2.7 2.8 HSS4X4X1 /4, I TYP (8) PLC All--- --- TOS EL 36-6", TYP AT HSS4X4 HSS6X4X5/16 FLAT TYAI I B BT120-SGD121 TOS EL 36'-0 1/2" BT120-SGD123 HSS6X4X5/16 PL 1/2 (4) EQ SPC —I — O HSS6X4X5/16 MISCELLANEOUS STEEL FRAMING PLAN — CORE FACILITY SCALE: 3/16" = 1'-0" 4STaRIDE BRT General Engineering Consultant SUBMITTED BY: DATE: REVIEWED BY: R. PARGAS 12/10/2024 J. ALTCHECH GENERAL NOTES: 00 -N 2.B HSS6X4X5/16 FLAT 2.9 2.10 2.11 I _h � (2) EQ SPC I 11 HSS6X4X5/16 ' HSS6X4X5/16 ■ TOS EL 36-0 1/2" TOS EL 36'-2" A BT120-SGD121 co BT120-SGD123 SIM LO x TYP (2) PLC 4 2.D x _ cn U = c/) TOS EL 36-0 1/2" ' 0 w N HSS6X4X5/16 IV P L 1 /2 X 4 1/2" X 3'-0", TYP UNO PI-1/2 X 5" X 3'-8",TYP AT CORNERS (3) EQ SPC 1. CONTRACTOR TO PROVIDE SUPPORT FOR MECHANICAL, ELECTRICAL, AND PLUMBING EQUIPMENT. ATTACH TO PRIMARY STRUCTURE PER MANUFACTURER'S REQUIREMENTS. COORDINATE LOCATION OF EQUIPMENT SUPPORTS WITH MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS. BT120-SFP001 SCALE: Q w mrr 3/16" = 1'-0" Q FILENAME: cn w C/) S 1-BT120-S-v2020 Z J J � SOUNDTRANSIT CONTRACT No.: RTA/OA 0206-19 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 C PLATFORM 4E F G H CORE FACILITY 1)11� KEY PLAN D PL 1/2 z•; PL 1/2 1 R-4332282 DEVELOPMENT ENGINEERING msippo 11 /25/2025 STRIDE BUS RAPID TRANSIT DRAWING NO.: SOUTH RENTON TRANSIT CENTER BT120-SGP321 BT105 FACILITY ID: STRUCTURAL BT120 SHEET No: REV: MISCELLANEOUS STEEL OVERALL FRAMING PLAN CORE FACILITY 360 1 N co C'7 W 0 N O N ch 6 N m co U w 0 I H z Q H I D_ I U) m 0 I 0 co 2 � Q� o m o� rn QI O N 004 0 m Y ry (D H N Q w 00 U co z 0.1 SLAB REINF )ER V f\/'11 V lJ L/'1f\ r I LL NOTES: 1. SEE PLANS FOR SLAB ON GRADE THICKNESS. SLAB ON GRADE IS 6-INCH THICK UNLESS NOTED OTHERWISE. 2. REINFORCE UP TO 4-INCH THICK SLAB ON GRADE WITH #4 @ 18" EACH WAY, UP TO 6-INCH THICK SLAB ON GRADE WITH #4 @ 16" EACH WAY, UP TO 9-INCH THICK SLAB ON GRADE WITH #4 @ 16" EACH WAY TOP AND BOTTOM. 3. LOCATE CONSTRUCTION JOINTS UNDER PARTITIONS OR ON COLUMN LINES. 4. PROVIDE CONTROL JOINTS AT A MAXIMUM SPACING OF 20-FEET EACH WAY IN BETWEEN. PROVIDE CONTROL JOINTS AT ALL RE- ENTRANT CORNERS. 5. SUBMIT A JOINTING PLAN TO ARCHITECT FOR REVIEW. 6. AT STRUCTURAL SLAB, EXTEND ADDED BAR 24-INCHES INTO SLAB. AT CONTRACTOR'S OPTION, FORMSAVER IS ACCEPTABLE. 7. OVEREXCAVATE TO A DEPTH OF 12 INCHES BELOW BOTTOM OF FOUNDATION, MOISTURE -CONDITION, PROCESS, AND RECOMPACT TO 90 PERCENT PER GEOTECHNICAL RECOMMENDATIONS FOR SHALLOW FOUNDATIONS. THIS NOTE APPLIES TO NON PILE SUPPORTED SLABS ON GRADE ONLY. 8. VAPOR RETARDER IS REQUIRED ONLY AT INTERIOR SLABS ON GRADE. TYPICAL SLAB ON GRADE EDGE SCALE: NTS 0 12/10/20241 LPD I DJP I AE I ISSUED FOR BID No. DATE DSN CHK APP REVISION SOG TOOLED ISOLATION JOINT SOG TERMINATE REINF AT JOINT ISOLATION JOINT (IJ) BOND BREAKER SAWCUT QUARTER OF SOG THK SOG CONTROL JOINT (CJ) SLAB ON GRADE JOIN-r(z DISCONTINUOUS AT INTERSECTION WITH PERPENDICULAR JOI ry U U (2) #4 X 4'-0" AT N MID -DEPTH M (2) #4 CONT, LAP 2'-6", HOOK AT ENDS CJ INTERSECTION DESIGNED BY: L. DOWELL DRAWN BY: R. MUNRO CHECKED BY: D. PRINDLE APPROVED BY: A. ESPARZA TERMINATE REINF AT JOINT SAWCUT QUARTER OF SOG THK ' -III III I III 3/4" O X 2'-0" SMOOTH DOWEL, CENTER IN SLAB, MATCH SOG REINF SPCG CONSTRUCTION JOINT (CJ) (2) #4 X 4'-0" AT MID - DEPTH SOG RE-ENTRANT CORNER RE-ENTRANT CORNER TYPICAL - SLAB ON GRADE DETAILS SCALE: NTS L S MIN 1" 3" 2" 6" 4if 911 6" 18" STRUC WALL \ STRUC SLAB I r' I 3/4"x3 — — 1 /2"x0'-6" KEYED JT S S N i i w F_ O z w w cl) NOTES: 1. DO NOT MOVE OR CUT REINFORCING BARS. C, #4 X 2'-0" � WHERE NO U CJ OCCURS r--71 I I I I 2'-0" MATCH SIZE AND SPCG OF SOG, SEE NOTE 6 SOG, REINF NOT SHOWN WATERSTOP PER ARCH SLAB/WALL INTERSECTION 2. REQUIRED SPACING BETWEEN PENETRATIONS SHALL BE CHOSEN USING THE LARGER PENETRATION. 3. FOR LARGER SLAB ON GRADE PENETRATIONS OR FOR PENETRATIONS SPACED TOO CLOSE TO EACH OTHER, REINFORCE PER'TYPICAL CONCRETE WALL OR SLAB OPENING DETAIL'. TYPICAL SLAB ON GRADE OPENING DETAIL SCALE: NTS ESPARZ �F WA SDI CIO S�iO 2 16264 ALE�� G1�� NAL E� 15/Nov/202 SOG EDGE .5r.RIDE BRT General Engineering Consultant SUBMITTED BY: DATE: REVIEWED BY: R. PARGAS 12/10/2024 J. ALTCHECH FILL IN W/ CONC AFTER FORMS ARE REMOVED U AT COLUMN CJ a _ a.a AT PILASTER #4 EDGE BAR, TYP CJ 9' MAX. (2) #5 CONT, FILL IN W/ LAP 2'-6" CONC AFTER 3/4" CHAMFER FORMS ARE #4 @ 12" REMOVED X a CONC 75 SLAB, N SEE NOTE 2 a a #5 CONT, NOTES: LAP 2'-6" 1. SEE ARCHITECTURAL DRAWINGS FOR CURB DIMENSIONS AND LOCATIONS. 2. MINIMUM THICKNESS OF CONCRETE ELEMENT WHERE THIS DETAIL APPLIES IS 4 INCHES. 3. FOR CURBS ON SLAB ON METAL DECK, PLACE HOOK AND CONTINUOUS BOTTOM BAR AT BOTTOM OF FLUTE. 4. INFORM THE STRUCTURAL ENGINEER WHERE CURB IS SHOWN THAT FALLS OUTSIDE OF THE LIMITS OF THIS DETAIL. SCALE: Q J NTS Q FILENAME: co w co J S 1-BT120-S-v2020 SouNDT ANSI1 CONTRACT No.: 1Y i71i RTA/CN 0205-24 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 TYPICAL CONCRETE CURB DETAILS SCALE: NITS STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT 105 STRUCTURAL TYPICAL FOUNDATION DETAILS 1 R-4332295 DEVELOPMENT ENGINEERING msippo 11 /25/2025 DRAWING NO.: BT120-SGY401 FACILITY ID: BT120 SHEET No: REV: 373 0 0 N 0 N d� 0 N m U w 0 I z N, I D_ ry I U) m 0 I 0 co 00 00 rn QI o CO N 0 0 co m NOTE: PROVIDE 1/2" CAP PLATE (NOT SHOWN) AT TOP OF COLUMN COLUMN FLANGE, NEAR SIDE CUTAWAY FOR CLARITY SEE SCHEDULE A A FOR PLATE 2„ q THICKNESS SEE SCHEDULE A FOR 1 1/2" AND WELD QUANTITY, SIZE AND 1/2" SIZE TYPE OF BOLTS _ N BEAM, SEE PLAN �Y111 io z SHEAR PLATE, SEE SCHEDULE A FOR c� PLATE THICKNESS PL 1/2", TYP (OMIT TOP I PL TO PLATE WHERE CAP COLUMN PLATE OCCURS AT ROOF I 5/16 FLANGE NOTES: 1. USE AISC STD HOLES OR SHORT HORIZ. SLOTTED HOLES IN SHEAR PLATE (HARDENED WASHERS REQD WITH SLOTTED HOLES). BEAM TO COLUMN WEB CONNECTION (EXTENDED SHEAR PLATE) SCALE: NTS SEE SCHEDULE C FOR PLATE THICKNESS AND WELD SIZE FITTED COLUMN STIFFENERS, TOP & BOTTOM, ALIGN WITH FLANGES OF BEAMS 3/4" 1 11 1/2" � II 110 II I10 0 I� III �I CJP TOP & _<BOT FLANGE, \ TYP BEAM, SEE PLAN 3" SHEAR PLATE SHEAR PL SEE SCHEDULE C TO TOP & BOT PL, COL SEE SCHEDULE C FOR WEB NUMBER, SIZE AND TYPE BEAM TO COLUMN WEB MOMENT CONNECTION (_4\ OF BOLTS COLUMN SCALE: NTS 1/2" ( AT T, SEE SCHEDULE A FOR QUANTITY, SIZE AND TYPE OF BOLTS WHERE G EXCEEDS 3/16", BEVEL PL END PL THK LESS THAN 300 SEE SCHEDULE A FOR PLATE THICKNESS AND WELD SIZE Q M R PLATE, CHEDULE A HICKNESS SEE PLAN SEE SCHEDULE A FOR PLATE A THICKNESS q AND WELD SIZE NOTES: 1. USE AISC STD HOLES OR SHORT HORIZ. SLOTTED HOLES IN SHEAR PLATE (HARDENED WASHERS REQD WITH SLOTTED HOLES). 2. DETAIL APPLIES TO HSS COLUMNS AS WELL. BEAM TO COLUMN FLANGE CONNECTION (SHEAR PLATE) SCALE: NTS FITTED SHEAR PLATE (SEE NOTES 4 & 5) SEE SCHEDULE A FOR QUANTITY, SIZE AND TYPE OF BOLTS DESIGNED BY: L. DOWELL DRAWN BY: R. MUNRO w CHECKED BY: �( D. PRINDLE 0 12/10/2024 LPD DJP AE ISSUED FOR BID APPROVED BY:'�j�y No. DATE DSN CHK APP REVISION A. ESPARZA 15/Nov//' A+G \ - BEAM WEB X Q cM 2" 1/2" A PJP THK-1/8 i 30°- 60° WEB FOR ANY SKEW ANG�� SKEWED BEAM CONNECTIONS 1 1 /2" J ' "-2" COLUMN FLANGE, NEAR SIDE CUT AWAY FOR \ CLARITY 2„ SHEAR PLATE, SEE SCHEDULE A FOR 1/2" PLATE THICKNESS - SEE SCHEDULE A FOR QUANTITY, SIZE AND TYPE OF BOLTS COPE BEAM FOR CLEARANCE IF REQD SEE SCHEDULE A A FOR PLATE 1 1/2" A THICKNESS _ AND WELD / SIZE / N � � BEAM, SEE PLAN z N COLUMN NOTES: 1. USE AISC STD HOLES OR SHORT HORIZ. SLOTTED HOLES IN SHEAR PLATE (HARDENED WASHERS REQD WITH SLOTTED HOLES). BEAM TO COLUMN WEB CONNECTION (SHEAR PLATE) SCALE: NTS TRANSVERSE BEAM, SEE 0=""1, SEE PLAN TRANSVERSE BEAM, SEE Mr -A RA err r11 AN 1 1/2" 1 \ I (NOTE 1) 1/2" COLUMN CAP \ �`� _ N BM, SEE PLAN PLATE WITH \` FITTED STIFFENER, SEE 1/2" COLUMN CAP 4-7/8" DIA. BOLTS BEAM CONNECTION SCHEDULE PLATE WITH Oz NOTES: 1 1/2" 4-7/8" DIA. BOLTS 1. THIS DIMENSION SHALL BE FOR STD SIZED HOLES. 1A 1/4 WHERE SHORT SLOTTED HOLES ARE USED, co INCREASE DIMENSION TO 1-3/4". U� 2. MINIMUM DISTANCE FROM TOP BOLT TO TOP OF z COPE SHALL BE 1-1/2". COLUMN COLUMN 3. USE AISC STD. HOLES OR SHORT HORIZ. SLOTTED HOLES IN SHEAR PLATE (HARDENED WASHERS REQD WITH SLOTTED HOLES). N 4. PROVIDE FITTED SHEAR PLATE AS SHOWN AT ALL COLUMN ALIGNED WITH BEAM COLUMN TRANSVERSE WITH BEAM ONE-SIDED CONNECTIONS, PERIMETER BEAMS SHEAR PLATE, AND ALL CONNECTIONS WITH BEAMS AND SEE SCHEDULE A GIRDER OF SAME NOMINAL DEPTH. FOR THICKNESS 5. AT PERIMETER SPANDREL BEAMS, PROVIDE NOTES: FITTED SHEAR PLATES ON BOTH SIDES OF GIRDER. SHEAR PLATES SHALL EXTEND TO 1. WHERE TRANSVERSE BEAM IS NOT GIRDER BOTTOM FLANGE AS SHOWN. SHOWN ON PLAN, ADD A W12X35. 6. CONNECTION AT SKEWED BEAMS SIMILAR. BEAM TO GIRDER CONNECTION SCALE: NTS BEAM OVER COLUMN CONNECTION SCALE: 1" = 1'-0" R-4332301 FDEVELOPIMENT ENGINEERING o 11 /25/2025 SCALE: STRIDE BUS RAPID TRANSIT DRAWING NO.: \SPAR,? Q wM;=BT120—SGY407 w �� "ASS FILENAME: SOUTH RENTON TRANSIT CENTER W co C� z 4Sr)?IDE w J S1-BT120-S-v2020 BT105 FACILITY ID: :n N BRT General Engineering Consultant J ��Dri7A�s�� CONTRACT No.: STRUCTURAL BT120 2 16264�� �� RTA/CN 0205-24 SHEET No: REV: �`��� AL""`'��� TYPICAL STEEL BEAM DETAILS 1 NAL F,� SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: 379 0 2024 R. PARGAS 112/10/2024 J. ALTCHECH 112/10/2024 12/10/2024 0 N 0 N > 0 N m co U w C� I z a ry ~I 0 n ry I U) m 0 I 0 co co a � o �I &i a o � 0 N 0 0 co m 2/3 BEAM DEPTH FOR - W18 AND LARGER. BEAM DEPTH FOR W16 AND SMALLER (12" MINIMUM) TYP BM TO GIRDER CONNECTION BM MAY SLOPE --//' — —�� PER PLAN ----- 1/4 GIRDER SIZE VARIES, SEE PLAN CJP NOTE 1 WELD NOTE 2 N:1 SEE WELD N:1 NOTE 1 WELD NOTES: 1. WELD SIZE = 1/2 PLATE THICKNESS (MIN 5/16" FOR GRADE 50 STEEL) O O 2. PLATE THICKNESS = BEAM FLANGE THICKNESS + 1/4" PLATE WIDTH = BEAM FLANGE WIDTH -1" GRADE SHALL MATCH BEAM CJP TYP NOTES: 1. WHERE BEAM SLOPES, IN LIEU OF PROVIDING TOP PLATE, PROVIDE PLATES PER DETAIL "AT SLOPING BEAM". —�� BEAM DEPTH LESS THAN GIRDER DEPTH BEAM DEPTH EQUALS GIRDER DEPTH ADDL PLS TO MATCH BM FLG WIDTH AND THK + 1/4" SEE WELD NOTE 1 O .I O - GIRDER AT SLOPING BEAM CANTILEVER BEAM MOMENT CONNECTION SCALE: NTS SCHEDULE A BEAM SIZE PLATE THICKNESS WELD SIZE "A" NUMBER OF BOLTS W 8 5/16" 1/4" 2 W 10 5/16" 1/4" 2 W 12 3/8" 5/16" 3 W 14 3/8" 5/16" 3 W 16 3/8" 5/16" 4 W 18 3/8" 5/16" 5 W 21 3/8" 5/16" 6 W24 3/8" 5/16" 6 W27 3/8" 5/16" 7 W 30 7/ 16" 3/8" 8 W 33 7/ 16" 3/8" 9 W 36 1/2" 7/16" 10 1. ALL FIELD BOLTED CONNECTIONS SHALL BE MADE WITH 7/8" DIAMETER BOLTS, UNO. 2. BOLT SIZE AND NUMBER SHALL BE TYPICAL FOR ALL CONDITIONS, UNLESS DETAILED OTHERWISE. ALL BOLTS SHALL BE A325 BOLTS. 3. ALL BEAM TO COLUMN, CANTILEVER BEAM AND COLLECTOR BEAM CONNECTIONS SHALL BE SLIP -CRITICAL (SC) BOLTS. SEE STRUCTURAL NOTES. 4. PLATES SHALL HAVE Fy = 50 KSI MINIMUM. STANDARD BEAM CONNECTION SCHEDULES SCALE: NTS SEE SCHEDULE C FOR C PLATE THICKNESS C AND WELD SIZE FITTED COLUMN STIFFENERS, TOP & BOTTOM, ALIGN WITH FLANGES OF BEAMS. PLATE THICKNESS = BEAM FLANGE PLUS 1/4", TYP SHEAR PLATE SEE SCHEDULE C O OO O OO O � Film IIVISA SEE SCHEDULE C FOR NUMBER, SIZE AND TYPE OF BOLTS NOTE: 1. WHERE FRAMING MEMBERS ARE DIFFERENT NOMINAL SIZES, FITTED STIFFENER SHALL BE SLOPED TO ALIGN WITH FLANGES. CJP TOP & BOT FLANGE, TYP BEAM, SEE PLAN COLUMN BEAM TO COLUMN FLANGE MOMENT CONNECTION SCALE: NTS SCHEDULE C - SHEAR PLATES AT MOMENT CONNECTIONS BEAM SIZE PLATE THICKNESS WELD SIZE "C" NUMBER OF BOLTS W 10 5/16" 3/16" 2 W 12 3/8" 5/16" 3 W 14 3/8" 5/16" 3 W 16 3/8" 5/16" 4 W 18 3/8" 5/16" 5 W21 3/8" 5/16" 6 W24 3/8" 5/16" 7 W27 1/2" 3/8" 14 (2 VERT ROWS) W30 1/2" 3/8" 16 (2 VERT ROWS) STANDARD BEAM CONNECTION SCHEDULES SCALE: NTS PL 3/8 BRACE, L3X3X1/4 TYP BEAM, ' (FOR LENGTHS GREATER SEE PLAN THAN 10' USE L4X4X1/4 UNO) SEE PLAN FOR LOCATION PL 3/8 (3) SIDES _TYP EE 3/16 LENGTH TYP 3/16 INDICATES DIRECTION OF BRACE CONNECTION TO THE BOTTOM OF BEAM BM END WHERE OCCURS I11-7 1 2 BM WHERE 0° OCCURS 3/16 I 3116 I 3/16 I -- BM I I I I I I P L 1 /4 I (2) 5/8" DIA BOLT z O (2) PL 1/4, SEE DET'L a J J a 1„ 11/2" N 04 04 2 1/2" PL DETAIL NOTES: 1. PROVIDE A 3/16" CAP PLATE AT ALL BEAMS UNLESS NOTED OTHERWISE. TYPICAL HSS BEAM TO HSS BEAM SHEAR CONNECTION SCALE: NTS BEAM, SEE PLAN BEAM, SEE PLAN TYPICAL BOTTOM FLANGE BRACE CONNECTION SCALE: NTS DESIGNED BY: L. DOWELL o-SPARZA Oi of WA DRAWN BY:r.RIDE R. MUNRO w C� z CHECKED BY: N BRT General Engineering Consultant `O 2 16264 D. PRINDLE ��� U ALEN�`�1��� 0 12/10/2024 LPD DJP AE ISSUED FOR BID APPROVED BY:aL SUBMITTED BY: DATE: REVIEWED BY: No. DATE DSN CHK APP REVISION A. ESPARZA 15/Nov/2024 R. PARGAS 12/10/2024 J. ALTCHECH SCALE: Q J NTS Q FILENAME: W w co J S 1-BT120-S-v2020 SOUNDT ANSI1 CONTRACT No.: 1Y i71i RTA/CN 0205-24 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 d w 0 m w Z w a J d OPNG BXH SEE NOTE WAI r L Ld -ISS BM S&FS TYP BEAM WEB PENETRATION SCHEDULE MARK OPNG PLATES 'A' PLATE 'B' REMARKS TxBxL-A WELD TxBxL-B WELD A 4.5" X 2" BARE OPENING B 3" X 2" BARE OPENING NOTES: 1. FOR RECTANGULAR OPENINGS, THE RADIUS OF THE CORNER SHALL BE THE LARGER OF AT LEAST TWICE THE WEB THICKNESS OR 1/2-INCH. 2. FOR FIELD CUT PENETRATIONS REQUIRING REINFORCING, INSTALL REINFORCING PLATES PRIOR TO CUTTING BEAM WEB PENETRATION. 3. CONTRACTOR TO DETAIL CONDUIT IN CONJUNCTION WITH BEAM WEB PENETRATIONS AND ARCHITECTURAL ITEMS. TYPICAL BEAM WEB PENETRATION SCALE: NTS STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT 105 STRUCTURAL TYPICAL STEEL BEAM DETAILS 2 �R-43323021 DEVELOPMENT ENGINEERING msippo 11 /25/2025 DRAWING NO.: BT120-SGY408 FACILITY ID: BT120 SHEET No: REV: 380 0 N co co I W 0 N O N 07 O N m co U w 0 I H Z Q N, H I D_ ry I U) m O I O co 00 co rn QI o CO N O O co m 2"—,v 1 1 TYP 2" I MIN I I NOTES: 1/4 PI-3/8 ES NOTE 1 1/4 1/4 (3) SIDES TYP (4) 7/8" DIA A325 BOLTS @ BM GAGE CAP PL1 NOTE 2 HSS COL AT TAPERED BEAM 1. WHERE BEAM FRAMES INTO PLATE, PROVIDE A FULL HEIGHT PLATE. 2. CAP PLATE WIDTH TO EXTEND HALF AN INCH EITHER SIDE OF COLUMN OR BEAM FLANGE. WHICHEVER IS GREATER. WIDE FLANGE OVER HSS COLUMN DETAIL SCALE: 1" = 1'-0" 4" @ W16 OR SMALLER 6" @ W18 OR LARGER WT, WT & WF TRIM TO FIT MATCH WEB THK TO LOWERED BM STIFF PI-1/4 ES @ 3'-0" 1 /4 1/4 LOWERED BM NOTES: 1. DECK MAY SPAN EITHER DIRECTION. ni0/0=1 ']iv T\/r!) -1 /711 T\/r7) 2. DO NOT CONNECT WT TO ANYTHING OTHER THAN LOWERED BEAM AND ROOF DECK. TYPICAL DECK SUPPORT AT LOWERED BEAM SCALE: 1" = 1'-0" SIDES TYP r-- PI-3/8 ES NS,FS SLOPING BM 1/4 - 1/4 ROOF DECK SUPT BM, WHERE OCCURS 'Z' ` SHIM AS READ (4) 78" DIA A325 BOLTS @ BM GAGE GIRDER TYPICAL BEAM OVER BELOW GIRDER SCALE: 1" = 1'-0" (3) SIDES TYP TYP STIFF PL5/16 ES CJP CONN PER TYP DTS SEE TABLE A PI-1/2 TYPICAL CONNECTION DETAIL AT LOWERED BEAM SCALE: 1" = 1'-0" R-4332303 DEVELOPMENT ENGINEERING msippo 11 /25/2025 DESIGNED BY: SCALE: DRAWING NO.: L. DOWELL STRIDE BUS RAPID TRANSIT w 1" = 1'-0" BT120—SGY409 ESPARZA Q J DRAWN BY: ��� °� washy°� U FILENAME: SOUTH RENTON TRANSIT CENTER R. MUNRO C� z5 w co S1-BT120-S-v2020 BT105 FACILITY ID: CHECKED BY: N BRT General Engineering Consultant J SD�INDTRANS�T CONTRACT No.: STRUCTURAL BT120 2 162 ° 64 �� D. PRINDLE �v aLEN°t����� RTA/CN 0205-24 SHEET No: REV: 0 12/10/2024 LPD DJP AE ISSUED FOR BID APPROVED BY: X, AL E� SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: TYPICAL STEEL BEAM DETAILS 3 381 _ 0 No. DATE I DSN CHK APP REVISION A. ESPARZA 15/Nov/2024 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 N m co O 0 W 0 N 0 N > d� 0 N m U w C� I z I 0 n Q w I U) m 0 I 0 co 2 � Q-q N co �I Q o N 0 0 m 36/7 ATTACH WITH 5/8" DIA PUDDLE WELDS AT 8" OC MIN ALONG PERIMETER STEEL SUPPORTS PARALLEL TO DECK SPAN 36/4 ATTACH TO INTERMEDIATE SUPPORTS - END LAP PER MANUFACTURER'S REQUIREMENTS BUT NOT LESS THAN 2" SIDE LAP CONNECTIONS EQUALLY SPACED, SEE PLAN FOR CONNECTION PATTERN y ATTACH WITH 5/8" DIA PUDDLE WELDS AT 8" OC TO PERIMETER STEEL SUPPORT PERPENDICULAR TO DECK SPAN NOTES: 1. PROVIDE WELDS AT DECK END LAPS THAT SUFFICIENTLY PENETRATE BOTH LAYERS OF DECK. 2. DECK FASTENING REQUIREMENTS SHALL NOT BE LESS THAN AS SHOWN ON PLANS AND DETAILS OR PER MANUFACTURER'S RECOMMENDATIONS z Q vJ Y U w 0 ROOF DECK CONNECTION DETAIL SCALE: NTS 12" MAX I II II II o Z II II II I II II II I II p X I II I II o Z II II II I II II II I II II II (2) MIN UNINTERRUPTED RIBS TO BE COVERED BY FLAT SHEET ROOF DECK OPENING DETAIL SCALE: NTS AT EA RIB 1/8 1 NS & FS DECK CRIMP LEGS TOGETHER PRIOR TO WELDING 1 1/2" LONG TSW SHALL ENGAGE TOP OF INNER LEG @8"OC TOP SEAM WELD (TSW) DETAIL 2" MIN LAP-� DECK WHERE OCCURS AT INTERIOR INTE PERI DECK THK MIN OFFSET <_ 20 GA 0.191, >20 GA 0.16" MIN OFFSET PER SCHED DELTA GRIP @ 18" OC ALTERNATE SEAM CONN DETAIL DELTA GRIP (ESR-1414) INTERIOR OR PERIMETER BEAM DECK WHERE OCCURS AT INTERIOR CONNECTION PERPENDICULAR TO FLUTES CONNECTION PARALLEL TO FLUTES (3) WELDS MIN 1/8 1-8 NS & FS ONE PIECE 16 GAGE FLAT METAL REINF AROUND OPENING PLACED ON BOT OF DECK THEN WELDED TO BOTH INTERRUPTED AND UNINTERRUPTED RIBS. DESIGNED BY: L. DOWELL oESPaR2A DRAWN BY: ��� °'V wash R. MUNRO C� z CHECKED BY: :n D. PRINDLE 2 16264 0 12/10/2024 LPD DJP AE ISSUED FOR BID APPROVED BY: NAL No. DATE DSN CHK APP REVISION A. ESPARZA 15/Nov/2024 PL1/2 X 4 W/ 2" DIA HOLE CENTERED ON PL AND PERP TO DIRECTION OF FALL ARREST CABLE LOAD NOTE 2 - CAP PL3/4X4X4 T&B 1/4 HSS3X3X3/8 HSS SUPPORT BM I BM NOTES: 1/4 1/4 = X U Q Q = � o w N o_ ROOF DECK 1. DETAIL DOES NOT APPLY WHEN SUPPORT BEAM IS ANY OTHER PROFILE THAN HSS. 2. LOAD MAY OCCUR IN ANY DIRECTION. CONNECTION HAS BEEN DESIGNED FOR AN ALLOWABLE 3,000 POUND LOAD. TYPICAL FALL ARREST POST SCALE: NTS SUBMITTED BY: R. PARGAS 4S r.RIDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH EXTERIOR WALL CONNECTION DESIGNED, PROVIDED AND INSTALLED BY EXTERIOR WALL SUPPLIER CLADDING WHERE OCCURS SEE ARCH 3/16 3-12 3/16 3-12 STEEL ROOF DECK SEE PLAN FOR ORIENTATION CONT BENT PL 1/4, SEE NOTE 1 U� NOTES: 1. WHERE EXTERIOR WALL CONNECTION DOES NOT EXIST, ACCEPTABLE TO REDUCE BENT PLATE TO 3/16" EXTERIOR SLAB EDGE DETAIL AT ROOF DECK SCALE: NTS 4, TOS BM ELEV a L c" BENT PL 1/4" CONT METAL ROOF DECK i 4-12 i 4-12 NOTES: 1. METAL DECK WELDING PER STANDARD DETAILS. TYPICAL METAL DECK CONNECTION DETAIL SCALE: NTS SCALE: Q J NTS Q FILENAME: W w co S 1-BT 120-S-v2020 J ::) SouNDT ANSI1 CONTRACT No.: 1Y i71i RTA/CN 0205-24 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT 105 STRUCTURAL TYPICAL ROOF DECK DETAILS 1 R-4332304 DEVELOPMENT ENGINEERING msippo 11 /25/2025 DRAWING NO.: BT120-SGY410 FACILITY ID: BT120 SHEET No: REV: 382 0 N co co W 0 N O N cis 0 N_ I— m w I— U) z ~I 0 n ry I U) m 01 0 co LO Q-q co �o al o U) Z) O N 0 co in i FULL CL COL DEPTH 1/2" LA PJP, T&B N PER SCHED STL BM PER ELEV, BM TO COL CONNECTION PL 1/4 CAP PER STD DETAILS SEAL WELD ALL AROUND i I I WP 10 II _CL- _ _ Flo - - - - - - - PL 5/16 W/ (2) BM ` 1 j 0 GUSSET PL 1/4 7/8" DIA BOLTS 1 THK PER SCHED 1/4 p Z PL 3/8 W/ (2) 7/8" DIA BOLTS m U _ CAP PL 5/8 N (n M 1/4 N I � STL COL \ \ PER ELEV \ STL BRACE PER ELEV 1/4 ,7, 1/4 >> 1" MIN �-1 1/2" BRACE FRAME TOP DETAIL SCALE: NTS Ti O 1 /2" LA CL COL PER SCHED STL COL PER ELEV PL 3/8 W/ (2) STL BRACE �Q 1 1 7/8" DIA BOLTS PER ELEV \ \ N� Q GUSSET PL \ ,4 THK PER SCHED \ ` \ PL 5/16 W/ (2) 1/4 \ \ \ \ 7/8" DIA BOLTS 1/4 6 1/2" \ ` N 1/4 _ PL 5/8 m w l co W P N TYP @ d a WASHER 3/16 d - - ° � 1/4 ° BASE PL 3/4 X 13 W/ (6) 3/4" DIA ANCHORS @ 9 1/2" 1/4 4. W/ 9" EMBED 1/4 MATCH WASHER SIZE, TYP 1 3/4" TYP BRACE FRAME BOTTOM DETAIL r\ SCALE: NTS 0 12/10/20241 LPD I DJP I AE I ISSUED FOR BID No. DATE I DSN I CHK I APP I REVISION STL BM c+i t-Nnr nrM ni n Ki TYP @ WASHER 3/16 1/4 1/4 MATCH WASHER SIZE, TYP BRACE FRAME DETAIL SCALE: NTS LA 1 /2" CL COL PER SCHED 1 1/2" STL COL PER ELEV STL BRACE PER ELEV PL 7/8 W/ (4) 7/8" DIA BOLTS GUSSET PL \ THK PER SCHED ` PL 7/8 W/ (3) \ \ 7/8" DIA BOLTS 6 1/2" � I I I ` o w M04m w co Lu W P N BASE PL 3/4 X 13 ° d _ W/ (10) 7/8" DIA ANCHORS @ 9 1/2" ° W/ 9" EMBED p. I 3'-0" (4) #4 x ad d (4) EQ SPCS 1 1 3/4" TYP BRACE FRAME BOTTOM DETAIL SCALE: NTS DESIGNED BY: L. DOWELL oESPARZA WA Oi of Sk CO DRAWN BY: R. MUNRO ���� N CHECKED BY: D. PRINDLE `O 1624 2 6 ALES 1� APPROVED BY: AL E�� SUBMITTED BY: A. ESPARZA 11 5/Nov/2024 R. PARGAS DATE: 12/10/2024 CL BM CAP PL 1/4 MIDSPAN OF BM SYM STL BM PER ELEV \ - 1 z PL 1/2 STIFF, NS & FS i WP _ \ PL 5/8 W/ (4) w 1" DIA BOLTS M = `l• \� \ CL NFS v' 1 /4 LA PER SCHEDowl PER BRACE PER ELEV BRACE FRAME CENTRAL DETAIL SCALE: NTS CONNECTION SCHEDULE CONNECTION LA (IN) LB (IN) GUSSET PLATE THICKNESS (IN) APPLICABLE DETAIL TC1 14.5 9.5 1/2 1/BT120-SGY411 BC2 12 14.5 1/2 4/BT120-SGY411 TC3 12.5 10.5 1/2 1 /BT120-SGY411 TC5 17 10 1/2 1 /BT120-SGY411 BC6 12 13.5 1/2 4/BT120-SGY411 TC7 16 11 1 2/BT120-SGY411 BC8 13 14.5 1 5/BT120-SGY411 TC9 14 12 1 2/BT120-SGY411 BC10 13 17 1 5/BT120-SGY411 TC11 21 11 1 3/BT120-SGY411 BC12 13 17 1 5/BT120-SGY411 BC13 12 16.5 1/2 4/BT120-SGY412 BC14 13 17 1 5/BT120-SGY412 STEEL BRACE FRAME CONNECTION SCHEDULE (-�6 R-4332305 SCALE: NTS SCALE: Q J NTS Q FILENAME: U w U) S1-BT120-S-v2020 BRT General Engineering Consultant J LL SDUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 REVIEWED BY: DATE: SUBMITTAL DATE: J. ALTCHECH 12/10/2024 12/10/2024 DEVELOPMENT ENGINEERING msippo 11 /25/2025 STRIDE BUS RAPID TRANSIT DRAWING NO.: SOUTH RENTON TRANSIT CENTER BT120-SGY411 BT105 FACILITY ID: STRUCTURAL BT120 SHEET No: REV: TYPICAL BRACED AND MOMENT FRAME DETAILS 1 383 0 N co co W 0 N 0 N O N m rr� co W CAI z ry I 0 a_ ry I D m 0 I 0 co 00 LO � M Q cI � QNT ao N U) L o N o cy) N N c. m PLAN -7/o NOTES: 1. WHERE BEAM SLOPES, SLOPE TOP CONNECTION PLATE TO MATCH AND SUBSTITUTE WT WITH TWO PLATES THAT MATCH THICKNESS AND WIDTHS OF FLANGE AND WEB. WELD WEB PLATE TO FLANGE PLATE WITH A DOUBLE SIDED 5/16-INCH FILLET WELD. ES, ELEVATION MOMENT FRAME DETAIL SCALE: NTS LA 1 /2" PER SCHED CL COL 1 1 /2" STL COL PER ELEV 5c", N� 1„ MIN STL BRACE �,� PER ELEV i �Q II PL3/8 W/ (2) 7/8,DIA BOLTS \ ►��0' PL 5/16 W/ (2) 1/4 � 7/8" DIA BOLTS 1/4 II - II N ICI II = I,I I - CAP PL 5/8 III c� m C) w 011 WP 04 n_ II \ I I 1 06/13/2025 LPD AJF I AE ADDENDUM #1 0 12/10/2024 LPD DJP AE ISSUED FOR BID No. DATE DSN CHK APP REVISION (2) BOLT CONN PER TYP DTS TYP @ WASHER 3/16 GUSSET PL THK PER SCHED a BASE PL 3/4 W/ (8) 3/4" a DIA ANCHORS W/ 9" EMBED BRACE FRAME BOTTOM DETAIL SCALE: NTS DESIGNED BY: L. DOWELL DRAWN BY: R. MUNRO CHECKED BY: A. FORTNER APPROVED BY: A. ESPARZA 6 1/2" CL COL 1/4 rr I I � M All- 1 3/4" TYP-- STL BRACE N� PER ELEV 1/4 1/4 , 1/4 \ CAP PL 5/8 717 LA PER SCHED CL COL 1 1 /2" STL COL PER ELEV TYP 1" � MIN WASHE � I PL 7/8 W/ (4) 7/8" DIA BOLTS \ PL 7/8 W/ (3) 7/8" DIA BOLTS - GU; I I I I N THH II p w lill z c� CO "' c� a 0, \ i i N WP- - N CO 4 d 1 /4 0 1/4 MATCH WASHER SIZE, TYP 4STmRIDE BRT General Engineering Consultant SUBMITTED BY: DATE: REVIEWED BY: R. PARGAS 12/10/2024 J. ALTCHECH BASE PL 3/4 W/ (14)�7/8" DIA ANCHORS W/ 9 EMBED a - a 4 co31- 011 (2) EQ SPACES 1 3/4" TYP- =7 - ct� — (4) #4 C EA GUSSET 3'-0" (4) #4 2'-6" 2'-6" EA GUSSET BRACE FRAME BOTTOM DETAIL SCALE: NTS SCALE: Q J mrr NTS Q FILENAME: L w co S 1-BT120-S-v2020 Z J J � SOUNDTRANSIT CONTRACT No.: RTA/OA 0206-19 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 5 R-4332306 - FDEVESLiOPIMENT ENGINEERING o 11 /25/2025 STRIDE BUS RAPID TRANSIT DRAWING NO.: SOUTH RENTON TRANSIT CENTER BT120-SGY412 BT105 FACILITY ID: STRUCTURAL BT120 SHEET No: REV: TYPICAL BRACED AND MOMENT FRAME DETAILS 2 384 1 N co C'7 W O N 0 N > Q� 0 N m U w c� I U) z I a- 9 I U) D m 0 I 0 co 2M �o I cM Q M > 4 15� c/) L o N � O M N N co m 1'-811 1 2 1/2" 5" 5" 5" -2 1/2" (12) 1 1/4" DIA AR @ CANOPY N W/ 12" EMBED LO COL 1/4 t TYPE 1/477 00 - BASE PL 1 1/2 PL3/8X4X0'-6" T&B ffif I j " m SEE NOTE 1 Ln (3) SIDES, pip TYP Xi/4 N TYP AT PLAN 3/16 WASHER N 1 CANOPY BASE PLATE DETAIL SCALE: 1 1/2" = V-0" SEE NOTE 1 N co L2 1 /2X2 1 /2X1 /4 ES OF COL (3) SIDES, TYP 1/4 H D Y z 2 U) z O z N MATCH WASHER SIZE, TYP 1 BT120-SGE111 PL1 /2X9X1'-5" W/ (4) 5/8" DIA BOLTS L3X3X1 /4 W/ (2) 5/8" DIA BOLTS 5/16 COL T PL >5/16 /16 COL TO PL 5/16 7 NOTES: SYM, UNO 1 1/2" -1 1/2" BM N 1 �i 1 I 1 JO I 1 U SEE 1 /4" GAPS I I SEE NOTE 1 I I I N — — BM 1 I m - - I co N cM -<TSIDES, TYP —�Y) L — _ WP HT I I N I I 1 � BM I I I 1 1/211-/ 1 I I I I I I I 1. TOP AND BOTTOM PLATES AND THEIR WELDS FOR MOMENT CONNECTION ARE TO BE INSTALLED AT CANTILEVER CONDITION ONLY. 2. METAL DECK AND CHANNEL NOT SHOWN FOR CLARITY. SEE DETAIL 4/ BT120 SGD112 FOR METAL DECK AND CHANNEL AT BOTTOM INTERIOR BEAM. BOTTOM BEAM TO COLUMN CONNECTION DETAIL SCALE: 1 1/2" = V-0" � SYM, UNO I I I 1 1 1/4" GAP (3) SIDES 1 /4 I I I I CV <V I I BM � I 1 I --- BM 11 1 II _ WPI - — ABM 1 co II _ I I f7 1 —1 1/2" I I I BM 1/2"GAP I 1 1/2" I 1 1/2" 1 A �A I 1/4 TYP 1/4 J O PL3/8X4X0'-6" T&B SEE NOTE 1 (3) SIDES. 1 /4 TYP II II II II II II ' II TYP 7 PL1 /2X9X1'-5" W/ (4) 5/8" DIA BOLTS TYP L3X3X1 /4 W/ (2) 5/8" DIA BOLTS NOTES: 1. TOP AND BOTTOM PLATES AND THEIR WELDS FOR MOMENT CONNECTION ARE TO BE INSTALLED AT CANTILEVER CONDITION ONLY. TOP BEAM TO COLUMN CONNECTION DETAIL 4 SCALE: 1 1/2" = 1'-0" DESIGNED BY: L. DOWELL DRAWN BY: R. MUNRO CHECKED BY: 1 06/13/2025 LPD AJF AE ADDENDUM #1 A. FORTNER 0 12/10/2024 LPD DJP AE ISSUED FOR BID APPROVED BY: No. DATE DSN CHK APP REVISION iA.ESPARZA BT120-SGE111 BT120-SGE111 COL L3X3X1 /4 NS & FS ES OF COL (3) SIDES, 1 /4 TYP #5 CL TYP PI-1/ FOR CLEF TOP OF COLUMN DETAIL SCALE: 1 1/2" = 1'-0" 4STaRIDE F)l BRT General Engineering Consultant SUBMITTED BY: DATE: REVIEWED BY: R. PARGAS 112/10/2024 J. ALTCHECH GRID n oin�� LE FOR EVIS PIN IN 0 � N NOTES: GAP &PL I 9 1/4" �SYM,UNO 1 1/2" 3 1/2" -1 1/2" I RSA 1/2" GAPS SEE NOTE 1 PL 1 /4X7XV-0" HSS12X6X1/4 1. TOP AND BOTTOM PLATES AND THEIR WELDS FOR MOMENT CONNECTION ARE TO BE INSTALLED AT CANTILEVER CONDITION ONLY. 2. METAL DECK NOT SHOWN FOR CLARITY. SEE DETAIL 4/ BT120-SGD112 FOR METAL DECK AT EDGE BEAM. BEAM TO EDGE CONNECTION AND SPLICE DETAIL SCALE: 1 1/2" = V-0" ml ,LL AROUND BT120-SGE111 SCALE: Q 1 1/2" = 1'-0" J U FILENAME: U) w co J S 1-BT 120-S-v2020 5 w T� A SIT SouND CONTRACT No.: IVi/11 RTA/OA 0206-19 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 BT120-SGE111 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 STRUCTURAL SECTIONS AND DETAILS CANOPY PL5/16X4X0'-10" T&B ES, SEE NOTE 1 (4) 5/8" DIA BOLTS PI-1/4 ES (3) SIDES, I TYP (3) SIDES R-4332307 DEVELOPMENT ENGINEERING msippo 11 /25/2025 DRAWING NO.: BT120-SGD111 FACILITY ID: BT120 SHEET No: REV: 385 1 N cM (') I W 0 N 0 N cb O N m U) U w (D I 1-- U) Z Q ry H I 0 n I U) m 0 I 0 (c) co Q-q r) N 0 al O (n 0 N 0 co m SYM, UNO NOTES: KL,TE 1 m 4 BOLTS (3) SIDES N +� 1 /4" GAP BM 1. FOR INTERIOR BEAM AT CANOPY END CONNECTION, SEE DETAIL 3/ THIS SHEET. 2. METAL DECK AND CHANNEL NOT SHOWN FOR CLARITY. SEE DETAIL 4/ THIS SHEET FOR METAL DECK AND CHANNEL AT BOTTOM INTERIOR BEAM. BOTTOM INTERIOR BEAM CONNECTION DETAIL SCALE: 1 1 /2" = 1'-0" C10 PER PLAN L3X2X3/16 LLH DECK �m 1" RETURN, NOTES: SEE NOTE 1 3/16 1. ANGLE AND CHANNEL SHALL BEAR A MINIMUM OF 1 1/2-INCH AT ENDS OVER SUPPORTING ELEMENT. AT CONTRACTOR'S OPTION, PLATE AND CHANNEL TO BE CONTINUOUS OVER MORE THAN ONE SUPPORTING ELEMENT. WELD CHANNEL TO SUPPORTING ELEMENT WITH A FLARE BEVEL WELD AT EACH SIDE. METAL DECK AND CHANNEL AT INTERIOR BEAM 0 12/10/20241 LPD I DJP I AE I ISSUED FOR BID No. DATE DSN CHK APP REVISION BT120-SGE111 HSS COL �r L3X3X1 /4 W/ (2) 5/8" DIA BOLTS (3) SIDES NOTES: 1. METAL DECK NOT SHOWN FOR CLARITY. TOP INTERIOR BEAM CONNECTION DETAIL SCALE: 1 1 /2" = 1'-0" I IJJ UIVI NOTES: 1. ANGLE SHALL START AND STOP A MAXIMUM OF 1-INCH FROM THE PERPENDICULAR FRAMING OR CONNECTION PLATES. METAL DECK CONNECTION DETAILS SCALE: 1 1/2" = 1'-0" DESIGNED BY: L. DOWELL DRAWN BY: R. MUNRO CHECKED BY: D. PRINDLE APPROVED BY: A. ESPARZA 1 METAL DECK AT EXTERIOR BEAM BT120-SGD111 tSPAR2 2 16264 NAL F'� SYM, UNO BT120-SGE111 rRIDE BRT General Engineering Consultant SUBMITTED BY: DATE: REVIEWED BY: R. PARGAS 12/10/2024 J. ALTCHECH d Or r (3) SIDES, TYP I\L V LI\JL VJI TION OF ANGLE AS SHOWN NOTES: 1. FOR INFORMATION NOT SHOWN, SEE DETAIL 1&4/ THIS SHEET. EDGE OR INTERIOR BEAM AT CANOPY END CONNECTION DETAIL SCALE: 1 1 /2" = 1'-0" L3X3X1 /4 W/ (2) 5/O" MIA 171iP1I TQ N 1 /4" GAP BM _.W+ (3) SIDES NOTES: SYM, UNO NOTE 1 1. FOR EDGE BEAM AT CANOPY END CONNECTION, SEE DETAIL 3/ THIS SHEET. 2. METAL DECK NOT SHOWN FOR CLARITY. SEE DETAIL 4/ THIS SHEET FOR METAL DECK AT EDGE BEAM. 3. SUPPORT BEAM MATCHES SIZE OF FRAMING BEAM AT SIMILAR. EDGE BEAM CONNECTION DETAIL SCALE: 1 1 /2" = 1'-0" SCALE: Q 1 1 /2" = 1'-0" J Q FILENAME: w J S 1-BT 120-S-v2020 J LL SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: SUBMITTAL DATE: 12/ 10/2024 12/ 10/2024 BT120-SGE111 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT 105 STRUCTURAL SECTIONS AND DETAILS CANOPY R-4332308 DEVELOPMENT ENGINEERING msippo 11 /25/2025 DRAWING NO.: BT120-SGD112 FACILITY ID: BT120 SHEET No: REV: 386 0 N co co LU 0 N 0 N > 6 O N m U w C� I z a I 0 n I U) m 0 I 0 co 2�i � a� m N �I �a o N 000 0 m 4" HSS BM MAX NS,FS 1/2" 3/16) I I PL3/8X5x0'-9" W/ 2" DIA HOLE ON HANGER CTR I it I KCM RTIS 3/16 3/16 TYP (2) PL1/4X2 @ 4" 3/16 4" HSS BM M' NS,FS 1/2" 3/16) I I PL3/8X5x0'-9" W/ 2" DIA HOLE ON HANGER CTR HSS3 1/2X1/4 HANGER BOLT BY OTHERS, SEE NOTE 1 SLEEVE AND BM BY OTHERS 3/16 3/16 TYP (2) PL1/4X2 @ 4" 3/16 HSS2 1/2X1/4 HANGER PL3/8X4X0'-7 1 /2" W/ 1 3/4" DIA HOLE CTR ON HSS W/ (4) 5/16" DIA BOLTS @ 6 1 /4" NOTE 2 G J/Y SOUNDTRANSIT VMS NOTES: 1. CONTRACTOR TO COORDINATE HANGER'S BOLT HOLE LOCATION AND DIMENSIONS. 2. CONTRACTOR TO COORDINATE PLATE'S BOLT HOLE DIMENSIONS. SCREEN MOUNT DETAIL SCALE: NTS CONC CUR PER CIVIL PAVEMENT PER CIVIL BT120-SGE111 91 nil 11 nil NOTES: 1. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION ON THE TACTILE STRIP. SLAB ON GRADE AT TACTILE STRIP CONC CURB PER CIVIL PAVEMENT PER CIVIL PI-1/4 CTR ON BENT PL -ISS BM SIGNAGE SIGNAGE SUPPORT NOTE 2 NOTES: SECTION 1. SIGNAGE LOCATION PER ARCHITECT. CONTRACTOR TO COORDINATE. 2. PROVIDE INSULATION BETWEEN CARBON STEEL AND STAINLESS STEEL TO AVOID GALVANIC CORROSION. SIGNAGE AT BEAM DETAIL SCALE: NTS 2' - 011 TACTILE STRIP PER ARCH 1'-0" BT120-SGP312 MIA ADA TACTILE STRIP ^r-^ "^^" 1'-0" NOTES: 1. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION ON THE TACTILE STRIP. SLAB ON GRADE AT ADA TACTILE STRIP SCALE: NTS BT120-SFP212 SCALE: NTS DESIGNED BY: L. DOWELL oESPA RZA Oi of WA sl Co DRAWN BY: R. MUNRO C� z CHECKED BY: N ° 2 16264 D. PRINDLE L ALE U titi' 0 12/10/2024 LPD DJP AE ISSUED FOR BID APPROVED BY: N- E�� SUBMITTED BY: No. DATE DSN CHK APP REVISION A. ESPARZA 115/Nov/2024 R. PARGAS BT120-SFP212 4S r.RIDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH SCALE: Q NTS J Q FILENAME: W w co J S 1-BT120-S-v2020 S0ILINDT7ANSI1 CONTRACT No.: 1Y i71i RTA/CN 0205-24 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 SIGNAGE SUPPORT NOTE 2 NOTES: SECTION 1. SIGNAGE LOCATION PER ARCHITECT. CONTRACTOR TO COORDINATE. 2. PROVIDE INSULATION BETWEEN CARBON STEEL AND STAINLESS STEEL TO AVOID GALVANIC CORROSION. SIGNAGE AT GIRDER DETAIL SCALE: NTS STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT 105 STRUCTURAL SECTIONS AND DETAILS CANOPY iSS GIRDER iSS6X2X3/16X0'-7", -YP BT120-SGP312 R-4332309 DEVELOPMENT ENGINEERING msippo 11 /25/2025 DRAWING NO.: BT120-SGD113 FACILITY ID: BT120 SHEET No: REV: 387 0 N co co O 6 LLJ 0 N O N > d� O N m U w (D �I z ry I— I 0 n co co m 0 I 0 Q -q ti co N � QI o N 0 0 04 co 2 m 5/16 5/16 5/16 5/16 PI-5/8 X 4 1/2 HSS MF COL HSS BM, NOTE 1 ---v '--7- � �i2' CAP PL 5/8 I 1" I 11 i2, I 3„ 1/4� II PL 1/2 II � 5/16 <(3) SIDES - PL 1/2 W/(2) 7/8" DIA BOLTS - (2) BOLT CONN —PER TYP DTS — — STL BM 1/4 (3) SIDES WT8X50X0'-4 1/2" NOTES: 1. WHERE BEAM SLOPES, SLOPE TOP CONNECTION PLATE TO MATCH AND SUBSTITUTE WT WITH TWO PLATES THAT MATCH THICKNESS AND WIDTHS OF FLANGE AND WEB. WELD WEB PLATE TO FLANGE PLATE WITH A DOUBLE SIDED 5/16-INCH FILLET WELD. BRACE FRAME ABOVE BEAM SCALE: 1 1/2" = V-0" PFR APrH BT120-SGE121 NOTES: 1. HSS BEAM MAY BE AN HSS COLUMN, SEE PLAN. CORE FACILITY CANOPY SECTION CONN PER TYP DTS PL 3/8 W/(2) HOLES FOR 7/8" DIA BOLTS STL BM MAY EXTEND BEYOND HSS COL PER PLAN 1/4 f CAP PL 5/8 PL 1/2 1 ELEVATION NOTES: 1. PROVIDE AN ALL AROUND 1/4 INCH FILLET WELD FROM HSS TO BOTTOM FLANGE. BRACE FRAME BELOW BEAM SCALE: 1" = 1'-0" H; H; 1/4 WP 1/4 5/16 5/16 HSS COL BT120-SGE121 PLS AT SIM, SEE NOTE 1 NOTES: 1. REFER TO "CORE FACILITY CANOPY SECTION" FOR INFORMATION NOT SHOWN. HSS BEAM TO HSS COLUMN HSS CORNER DETAIL SCALE: 1 1/2" = 1'-0" ROOF DECK 1/4 1/4 1/4 WFTOPL 1/4 PL 1/4 X VARIES L3X3X31 /4 1/4 1/4 HSS6X6X1/4 T&B >1/47 CAP PL1/4 co N JiT CO -1 T II co N 1 /2 1 1/2" 1 1/2" ELEVATION FRAMING CONNECTION STL BM TYP PL 1/2 PL 1 /4X7X7 MITER CJP BT120-SGP521 ROOF DECK N 3/16 2/g PL TO WF FLG & L TO 3/16 2-8 PL 1/4 TYP 1/4 HSS BEAM TO HSS BEAM SCALE: 1 1/2" = V-0" INCOMING BEAM 1" AS OCCURS � i i STIFF PI-3/8 ES PL3/8x2 1/2x0'-9" T&B HSS BM, TYP CAP PL N PL3/8X4 1/2X0'-6" ES (3) SIDES, 1/4 TYP CANTILEVER HSS DETAIL BT120-SGP321 PL 5/16 X 2 X 0'-8" (3) SIDES, 1/4TYP HSS BM 1/4 (3) SIDES 1/4 (3) SIDES, 1 /4 TYP DEVELOPMENT ENGINEERING msippo 11 /25/2025 U1 SCALE: 1 1/2" = V-0" BT120-SGP321 SCALE: 1 1/2" = V-0" BT120-SGP321 SCALE: 1" = 1'-0" BT120-SGE122 SCALE: 1 1/2" = 1'-0" BT120-SGP521 R-4332310 DESIGNED BY: SCALE: DRAWING NO.: STRIDE BUS RAPID TRANSIT L. DOWELL oESPARZA Q J M;=r AS NOTED BT120—SGD121 DRAWN BY: ��� °� washU FILENAME: SOUTH RENTON TRANSIT CENTER R. MUNRO C� z Sr)?IDE w co S1-BT120-S-v2020 BT105 FACILITY ID: CHECKED BY: N BRT General Engineering Consultant J LLSO�INDTRANS�T CONTRACT No.: STRUCTURAL BT120 ° 2 16264 �� D. PRINDLE �v aLEN°t���� RTA/CN 0205-24 SHEET No: REV: 0 12/10/2024 LPD DJP AE ISSUED FOR BID APPROVED BY: NaL E� SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: SECTIONS AND DETAILS No. DATE DSN CHK APP REVISION A. ESPARZA 15/Nov/2024 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CORE FACILITY 388 0 N co co I W 0 N O N cb O N m cn U w CD I 1-- U) Z Q ry H I 0 n ry I U) m 0 I 0 co LO Q -,t co N � al o U) O N 0 co m rArlrMrr% r,ne MEP CAGE SECTION AT BRACE SCALE: 3" = 1'-0" BT120-SGE124 CJP rnnr!or�n one MEP CAGE SECTION SCALE: 3" = 1'-0" BT120-SGE124 CJP R-4332311 DEVELOPMENT ENGINEERING msippo 11 /25/2025 ul DESIGNED BY: SCALE: STRIDE BUS RAPID TRANSIT DRAWING NO.: L. DOWELL oESPARZA Q J 3" = 1'-0" BT120-SGD122 DRAWN BY: °� washy°� frRIDEU FILENAME: SOUTH RENTON TRANSIT CENTER _ 2 S1-BT120-S-v2020 BT105 FACILITY ID: C� z w J R. MUNRO CHECKED BY: N BRT General Engineering Consultant J LLOUf1lDTRANSfT CONTRACT No.: STRUCTURAL BT120 2 6264 ° 1 D. PRINDLE ��� aLE�°t����� RTA/CN 0205-24 SHEET No: REV: 0 12/10/2024 LPD DJP AE ISSUED FOR BID APPROVED BY: AL E�� SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: SECTIONS AND DETAILS CORE FACILITY 389 0 No. DATE DSN CHK APP REVISION A. ESPARZA 15/Nov/2024 1 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 N co co A W O N O N > cis 6 N m U) U w I U) Z ry I— I n Q ry I U) D m OI O co Q-q O co co 6� al o (n O N O co m 1 IC1 C1 nrnnn HSS POST MEP CAGE CORNER DETAIL SCALE: 1 1/2" = 1'-0" TYP BT120-SGE 124 CAP PI-3/8 HSS HANGER 1 102 1/4 N` GUSSET PI-3/8 1/4 ' 1/4 HSS BRACE -- - - - ---- ----- — -- -- ,� ------1---- — — — -o HSS BM WP (2) 1/2" DIA BOLTS STEM PI-3/8 1/4 1/4 NOTES: 1. REFER TO "MEP CAGE BOTTOM DETAIL B" FOR INFORMATION NOT SHOWN. MEP CAGE BRACE BOTTOM DETAIL SCALE: 1 1/2" = 1'-0" BT120-SGE124 HSS (2) 1/2' THRU L3X3: TYP I NOTES: 1. COPE SIDE OF HSS BEAM TO ALLOW CONNECTION INTO HSS COLUMN. MAXIMUM COPE OF 3/4 INCHES. EXTEND STIFFENER PLATE 1-INCH BEFORE COPE. MEP CAGE COLUMN DETAIL SCALE: 1 1/2" = 1'-0" 111 1° N i 1 TYP /4 1/4 HSS HANGER STEM PL3/8, TYP GUSSET PL3/8, TYP BT120-SGE124 1/4 TYP WP 1/4 TYP 1/4 HSS BRACE, TYP CAP PL3/8, TYP (2) 1/2" DIA BOLTS, TYP NOTES: 1. REFER TO "MEP CAGE SECTION AT BRACE" FOR INFORMATION NOT SHOWN. MEP CAGE BRACE TOP DETAIL SCALE: 1 1/2" = 1'-0" BT120-SGE 124 a NS & FS NS&FS vvr MEP CAGE BOTTOM DETAIL B SCALE: 1 1/2" = 1'-0" 1 3/4" 7 co 1'-4" 6 1/4" 6 1/4" co PLAN HANGER BEAM BT120-SGE 124 3/4" (8) 7/8" DIA AR W/ 12" EMBED COL BASE PL 1 1/2 O I I cl� (D I I I I z COL I I U) I I Z I I O I I Z I I - I I N I I d•. d i d d .. .. 41E d d d d C d .. . d d • d. - 'k .. ° MATCH WASHER d d SIZE, TYP FI FVATIC)KI CORE FACILITY BASE PLATE DETAIL SCALE: 1 1/2" = 1'-0" DESIGNED BY: L. DOWELL ESPARz of WA S Go DRAWN BY:frRIDE R. MUNRO C� -- F)l CHECKED BY: N BRT General Engineering Consultant ° 2 16264 D. PRINDLE A 0 12/10/2024 LPD Dip AE ISSUED FOR BID APPROVED BY: NAL E�`� SUBMITTED BY: DATE: REVIEWED BY: No. DATE DSN CHK APP REVISION A. ESPARZA 15/Nov/2024 R. PARGAS 12/10/2024 J. ALTCHECH PJP BT120-SGE121 SCALE: Q 1 1/2" = 1'-0" J Q FILENAME: co w U) S 1-BT 120-S-v2020 J J LL SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 NS & FS, TYP NS & FS, TYP vvr NOTES: 1. ONLY ONE BEAM FRAMING INTO HANGER AT SIMILAR. MEP CAGE BOTTOM DETAIL A SCALE: 1 1/2" = 1'-0" ;HANGER BEAM, 'NOTE 1 BT120-SGE 124 HSS COL 1 1/2" TYP (2)1/2" DIA THRU BOLTS HSS BM - I I I L3X3X5/16, TYP I I I I (3) SIDES, TYP 1/4 HSS COL I I I j I I � I I SLOTTED WALL AT COLUMN DETAIL SCALE: 1 1/2" = 1'-0" HSS BM, TYP I -�-- - - - - - - - - NS,FS 1/4 BT120-SGP321 EDEVELO:PPIMENT ENGINEERING o 11 /25/2025 ' SLOTTED WALL AT BEAM DETAIL SCALE: 1 1/2" = 1'-0" STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT 105 STRUCTURAL SECTIONS AND DETAILS CORE FACILITY BT120-SGP321 R-4332312 DRAWING NO.: BT120-SGD123 FACILITY ID: BT120 SHEET No: REV: 390 0 N co co W 0 N O N 0 N H m U w C� U) Z Q I— I 0 I U) D m of 0 00 lqt Q 0 I o Q ao (n LO o N C-0 O M N N c m IAG BRACE, TYP �4 � � r 1/4 1/4 �AA / � o ,7 GANTRY CROSS BRACE DETAIL SCALE: 1 1/2" = 1'-0" (2) SPLICE PL 1/2 W (8) 5/8" DIA BOLTS DIAG BRACE GUSSET PL / 5/ -L------------- J CHORD 3'-6" M I N 4'-6" MAX BT120-SGE131 10" 1 " 811 1 GANTRY ORD SPLICE DETAIL SCALE 1/2" = 1'-0" N O N, T_ 3 BT120-SGE131 TYP 1/4 STEM PL 1/4 TO CAP PL, TYP - GUSSET PL 1/2 THRU 9/16" SLOTTED HOLES IN HSS AS SHOWN - (6) 5/8" DIA BOLTS, TYP %PL , TYP TYP 1 /2" 1%,, COL WP SYM 1/4 1/4 GUSSET PL AT SIM (6) 5/8" DIA BOLTS 1/4 1/4 1/4 DIAG BRA CAP PL 3/8 STEM PL 7/8 GUSSET PL 1/2 GANTRY LOWER TOWER K-BRACE DETAIL 2 SCALE: 1 1/2" = 1'-0" BT120-SGE131 DELETED HSS TO BASE PL, FULL DEPTH PJP BASE PL 1 1/2 1 1/2 NON -SHRINK GROUT M U U) o_ U) #5 STIRRUPS @ 6", U 1'-4" 2" i 4" i 4" i 4" 2" 04 � � r - r N r (12) 1 1/4" DIA CAST IN PLACE ANCHORS W/ 18" EMBED 3/16 CAP PL 5/8 r / i r i �b r i i I � 3/8 GUSSET PL AT SIM TYP AT WASHER — DIAG BRACE 3/8 7-1 COL 2 14 I W P I III I I III I 2 .• ELEVATION STEM PL 1 1/4 W/ HOLES FOR (6) 7/8" DIA BOLTS GUSSET PL 1 3/8 3/8 PILASTER, SEE ELEV MATCH WASHER SIZE (12) #8 VERT ' PILE CAP REINF NOT SHOWN DEVELOPMENT ENGINEERING *. sippo 11 /25/2025 vj I GANTRY FRAMING CONNECTION AT BASEPLATE DETAIL SCALE: 1 1/2" = 1'-0" BT120-SGE131 R-4332313 DESIGNED BY: SCALE: DRAWING NO.: L. DOWELL o�sPMR, w 1 1/2" = 1'-0° STRIDE BUS RAPID TRANSIT of wasGD Q BT1 20-SGD131 DRAWN BY: ��� �o�G� U FILENAME: SOUTH RENTON TRANSIT CENTER R. MUNRO �'4Sw co S1-BT120-S-v2020 BT105 FACILITY ID: CHECKED BY: d �a w� N BRT General Engineering Consultant _j u- SO��D�� A A,��� CONTRACT No.: OBSOLETE BT120 1 06/13/2025 LPD AJF AE ADDENDUM #1 A. FORTNER �T22 64�� �ww� 11�i111 RTA/OA 0206-19 SHEET No: REV: 0 12/10/2024 LPD DJP AE ISSUED FOR BID APPROVED BY: ��G SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: SECTIONS AND DETAILS CHARGING GANTRY 391 1 No. DATE DSN CHK APP REVISION IA.ESPARZA 2/June/2025 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 N co co O W 0 N 0 N 0 N m U w C� 1 U) z I I U) D co 0 I 0 00 �� ao I 00 Q 0 66 N U) LO o N o o M N N co 00 1 1 /2" 2" 2" 2" Z� N � 04 N TSL N N PL 7/8 W/ (6) N 5/8" DIA BOLTS CV 1 1/2" - 2" 2" 2" PL 7/8 W/ (6) 5/8" DIA BOLTS V1f--R A r%i 2" 2" N N PL 5/8 W/ (4) 5/8" DIA BOLTS STEM PL 'c' 2" 2„ N N PL 5/8 W/ (4) 7/8" DIA BOLTS STEM PL 'd' 2" 2" N N PL 3/8 W/ (4) 7/8" DIA BOLTS STEM PL 'e' STE L 'd' (2) STEM e' GUSSET PL 8 CAP PL 3/8 1 1/2" G ET PL 5/8 COL CAP PL 3/8 1 1/2" COL 5/ 16 AT S 1/4 I W/ WA THK 1/4 OF 5 6" a I I 4CE, TYP _ I 1A a PL, TYP iv --- _ I 1/ ~ --- 1 1/4 1 /4 I (1/2 } 1 (1/2) 04 1/4 6 1/2" �' 6 1/2" TYP TYP SIDE PL > 1/4 TYP 1 /2 GAP 1 /2 TYP 1/4 SECTION B SECTION C DELETED 1/4GUSSET PL 1/2 X 9 X 2'-8" SIDE PL 1/2 X 4 X 1'-4" TYA 7i2,,� GUSSET PL 1/2 X 8 1/2 A '� %� SIDE PL FS - DIAG BRACE, TYP \`�\ r i i i i STEM PL 'a' @ I jij I ' STEM PL 'b' STEM PL 'c' I I I I CHORD, TYP B WP B WP — -4 ----- II ------- -- I III I N STOP GU ET AT SIM STEM PL'b' I II WHE APPLICABLE M P L 'a' II 1/4 CAP PL 3/8, TYP 1/4 I 1 1 COL COL I 1 1/4 TYP 1/4 TYP 1 /4 TYP> 1 /4 1 06/13/2025 LPD AJF AE ADDENDUM #1 0 12/10/2024 LPD DJP AE ISSUED FOR BID No. DATE DSN CHK APP REVISION GANTRY UPPER TOWER K-BRACE DETAIL SCALE: 1 1/2" = 1'-0" DESIGNED BY: L. DOWELL DRAWN BY: R. MUNRO CHECKED BY: A. FORTNER APPROVED BY: A. ESPARZA GUSSET PL 1/2 X 9 X 2'-8" 7x?" )-A A, I I Ir 7I 1 1 1 1 STEM PL 'a' STEM PL 'a' j I HORIZ 1 L J 1/4 I I �1/4 STEM PL 'a' CAP PL 3/8, TYP I I A 1/4 BT120-SGE131 ,\\`L SECTION A TYP 1/4 1/4 1/4 i WP SYM CHORD ------------------,.--- AA AA - - - - - - - - - - - - - - - r � GUSSET PL 1/2 STEM PL 5/8 (4) 5/8" DIA BOLTS CAP PL 3/8 DIAG BRAQ N T- GANTRYYERTICAL BRACING DETAIL 2 SCALE: /21 = 1'-0" BT120-SGE131 / WP SYM CHORD STEM PL 5/8 W/ (2) 5/8" DIA BOLTS I -- ` -------- / 1 -� N ry CAP PL 3/8 (4) 5/8" DIA BO S STEM PL 5/8 GUSSET PL /2 GA TRY HORIZONTAL BRACING DETAIL 1/4 TYP, NOTE 1 1/4 TYP 1/4 BRT General Engineering Consultant SUBMITTED BY: DATE: REVIEWED BY: R. PARGAS 12/10/2024 J. ALTCHECH Yv&�IIIIR gal [IIIIII 3 BT120-SGP331 �Q N WP SYM HORD STEM PL 5/8 W/ C (2) 5/8" DIA BOLTS 11"ti ov 'z N ry / � <y 04 I CAP PL 3/8 I (4) 5/8" DIA BOLTS iry STEM PL 5/8, NOTES: EACH SIDE OF GUSSET GUSSET PL 1/2 1. OMIT ONE INTERNAL FILLET WELD WHERE THERE ARE (2) STEM PLATES. GANTRY HORIZONTAL BRACING DETAIL SCALE: 1 1/2" = 1'-0" SCALE: Q 1 1/2" = 1'-0" J U FILENAME: (t) w U) J S 1-BT 120-S-v2020 i w �ou�DT� A A,��r CONTRACT No.: IRA RTA/OA 0206-19 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 BT120-SGP331 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 OBSOLETE SECTIONS AND DETAILS CHARGING GANTRY R-4332314 DEVELOPMENT ENGINEER msippo 11 /25/2025 DRAWING NO.: BT120-SGD132 FACILITY ID: BT120 SHEET No: REV: 392 1 N cM (') W 0 N O N O N H m U w C� I U) z a I 0 I U) D co 0 I 0 00 �� ao I rn a O 66 N U) LO o N o O M N N co 00 WP C RD STEM PL 5/8 W/ (2) 5/8" DIA BOLTS 1 _! iv 1 /4 N GUSSET PL 1/2 X N - N CAP PL 3/8 I � I 1/4 1 /2" TYP-' BRACE GANTRY HORIZONTAL SINGLE BRACE DETAIL SCALE: 1 1/2" = 1'-0" NS,FS ACM SUPPORT BOTTOM CONNECTION DETAIL SCALE: 1 1/2" = 1'-0" 1 06/13/2025 LPD AJF AE ADDENDUM #1 0 12/10/2024 LPD DJP AE ISSUED FOR BID No. j DATE DSN I CHK APP I REVISION BT120-SGP331 A BT120-SGE131 DESIGNED BY: L. DOWELL DRAWN BY: R. MUNRO CHECKED BY: A. FORTNER APPROVED BY: A. ESPARZA HSS POST HSS BM (4) FLAT SIDES AC UPPORT ID CONNECTION DETAIL SCALE: 11/2" 1'-0" (24 BT120-SGE131 DELETED ST)TIDE BRT General Engineering Consultant SUBMITTED BY: DATE: REVIEWED BY: R. PARGAS 12/10/2024 J. ALTCHECH HS PL 1 (3) SIDES, TYP A M SUPPO SCAL 1 1 = 1'-0" r11 SECTION POST CONNECTION DETAIL SCALE: Q w M;=r 1 1/2" = 1'-0" _j U FILENAME: U) w U) J S 1-BT 120-S-v2020 i w �ouNDT� A A,��r CONTRACT No.: IRA RTA/OA 0206-19 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 1/2" DIA THRU BOLT 3 BT120-SGE131 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 OBSOLETE SECTIONS AND DETAILS CHARGING GANTRY �R-4332315 DEVELOPMENT ENGINEER msippo 11 /25/2025 ' DRAWING NO.: BT120-SGD133 FACILITY ID: BT120 SHEET No: REV: 393 1 N C'7 C'7 O 0 W 0 N 0 N d� 0 N m U w 0 I= vJ z Q N, I 0 n ry I U) m 0 I 0 co 00 Q o ti QI N 66 > Lp co L L N p o co N CO N m 1 STEP LOCATIONS AND DIMENSIONS NOTES: PER CIVIL 1. REFER TO CIVIL DRAWINGS FOR LOCATION OF RETAINING WALL, DIMENSIONS NOT SHOWN IN THIS SET, AND WALL PROFILE. 2. RETAINING WALL SHALL BE PLACED ATOP COMPACTED STRUCTURAL FILL IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. BACKFILL OF RETAINING WALL SHALL ALSO BE PER THE GEOTECHNICAL REPORT. REFER TO GEOTECHNICAL REPORT FOR ADDITIONAL REQUIREMENTS. 3. COMPACTION WITHIN 3'-0" HORIZONTALLY TO THE RETAINING WALL SHALL BE PERFORMED WITH LIGHTWEIGHT, HAND -OPERATED EQUIPMENT. 4. ADEQUATE DRAINAGE BEHIND RETAINING WALL SHALL BE PROVIDED. REFER TO CIVIL DRAWINGS FOR MORE INFORMATION. 5. NOTIFY THE STRUCTURAL ENGINEER WHERE LIMITATIONS NOTED IN THE STRUCTURAL DRAWINGS CANNOT BE MET. RETAINING WALL PLAN AND NOTES SCALE: 1 /4" = 1'-0" HOOK FTC REINF WH INTERRUF MATCH SI; OF FTG H( BT120-SFP001 ' VVP'%LL 11 V J I Lr L\.J l.i/'91 I\JIV RETAINING WALL AT STEP DETAIL SCALE: 3/4" = 1'-0" CL WALL STRC FENCE PER CIVIL ALIGNMENT T, 1 ST z Q 1 1411 TRANSIT CENTER 22 EMBED PL1/2 X12 FINISH GRADE EL = N W/ (4) 1/2" DIA STUDS @ 9", PER CIVIL TOW 6" MIN EMBED NOTE 3, 4 111III. (2) ADDL #5 CONT BARS AT STUD EDGES CONDUIT, 1 1/2" OD MAX u 1 3/4" MAX HOLE O SLR w o w � U) #5@12" #4@12" T&B BLR � TOF I zQ #4@16" BW ADDL (1) #4 CONT AT HOOK WALL STEM STEP LOCATION HOOK STEM HORIZ REINFORCE WHERE INTERRUPTED, TYP SPLICE STEM HORIZ REINF, NOTE 2 NOTES: 1. STEP LOCATION PER CIVIL. FOOTING AND STEM STEPS MAY BE AT THE SAME LOCATION. 2. AT CONTRACTOR'S OPTION, STEM HORIZONTAL REINFORCING MAY BE CONTINUOUS THROUGH STEP. 3. ONLY REINFORCING AT WALL AND FOOTING STEP CONDITIONS SHOWN THIS DETAIL. 4. AT CONTRACTOR'S OPTION, SLOPE SUBGRADE AT 1:1 IN LIEU OF STEPPED BOTTOM OF FOUNDATION. RETAINING WALL SCHEDULE WH ST BT BW SLR BLR <=1'-0" 1011 1811 4'-311 #4@12" #5@8" :52'-011 1011 1811 4'-811 #5@12" #5@8" :53'-011 1011 1811 5'-211 #5@12" #5@8" :54'-011 1011 1811 6'-011 #6@ 12" #5@8" NOTES: 1. REFER TO "RETAINING WALL PLAN AND NOTES" FOR ADDITIONAL INFORMATION. 2. HOOK REINFORCING AT ENDS. PROVIDE A 2'-0" SPLICE WHERE REQUIRED. 3. EMBED PLATE IS PROVIDED TO CONNECT THE METAL FENCE TO THE RETAINING WALL. CONTRACTOR TO COORDINATE THE EXACT LOCATION OF PLATES WITH FENCE SYSTEM CHOSEN. CONTRACTOR TO COORDINATE RETAINING WALL REINFORCING WITH EMBED PLATES. THE CONNECTION HAS BEEN DESIGNED WITH THE ASSUMPTIONS: a. 6-0" TALL FENCE b. 8'-0" MAXIMUM SPACING BETWEEN POSTS c. 50% POROSITY OF FENCE d. 8'-0" TALL POST WHERE CAMERA IS MOUNTED. 4. REFER TO ELECTRICAL DRAWINGS FOR CONDUIT SIZE AND LOCATION. CONDUIT SHALL NOT PENETRATE RETAINING WALL WITHIN 12" FROM TOP OF FOOTING. PLACE HOLE IN EMBED PLATE AT CENTER, ALIGNED WITH CENTER OF POST. RETAINING WALL SECTION DETAIL SCALE: 3/4" = V-0" A242 PL1/4 NOTE 1 3/16 NOTE 5 3/16 A242 EMBED PL1/2X12 @ 36" W/ (4) 1/2" DIA STUDS 6" MIN EMBED, NOTES 3 & 6 RETAINING WALL NOTE 2 FINISH GRADE PER CIVIL (3)#4 #4 @ 12" 1 1r 1'-011 1" TYP 3" TYP #4@ 12" #4@12" o 1 CV �z co 2i DECORATIVE WALL 0 Em (3) #4 SITTING WALL NOTE 2 FINISH GRADE PER CIVIL POLYSTYRENE PER TYP DTS (3)#4 #4@ 12" . 2' - 011 2' - 611 .J J SEAT WALL CHAMFER PER LANDSCAPING DRAWINGS #4 @ 12" E F o X #4@12" N NOTES: 1. REFER TO LANDSCAPING DRAWINGS FOR PLATE PROFILE, PANELING, AND POROSITY. ROUND TOP EDGE OF PLATE. 2. REFER TO LANDSCAPING DRAWINGS FOR RETAINING WALLS PROFILE AND LOCATION. RETAINING WALLS MAY SLOPE PER CIVIL DRAWINGS. BEND LONGITUDINAL REINFORCING TO MATCH SLOPE. 3. PLACE THE CENTER OF THE FIRST EMBED PLATE 18 INCHES FROM THE VERTICAL PLATE PANEL END, RETAINING WALL END, AND RETAINING WALL BEND. CONTRACTOR TO ENSURE THERE IS A 2-INCH CLEAR COVER BETWEEN ANY PORTION OF THE EMBEDDED PLATE ASSEMBLY AND WALL REINFORCING. 4. REFER TO "RETAINING WALL PLAN AND NOTES" FOR GEOTECHNICAL INFORMATION. 5. USE WEATHERING STEEL ELECTRODES. 6. PAINT FACES OF EMBEDDED PLATE THAT WILL BE EMBEDDED IN CONCRETE. ARCHITECTURAL RETAINING WALLS C� SCALE: 3/4" = 1'-0" DESIGNED BY: L. DOWELL �o EsPV AA DRAWN BY- R. MUNRO w co 4Sr.RIDE CHECKED BY: BRT General Engineering Consultant D. PRINDLE �,�22 264�w� 0 12/10/2024 LPD DJP AE ISSUED FOR BID APPROVED BY: ��SUBMITTED BY: DATE: REVIEWED BY: No. DATE DSN CHK APP REVISION A. ESPARZA 17/Jan/20 I R. PARGAS 12/10/2024 J. ALTCHECH SCALE: Q M;=r AS NOTED J Q FILENAME: W w co J S 1-BT 120-S-v2020 _j w RA S0U1YV�i7A�5� CONTRACT No.: 1Y 1 RTA/CN 0205-24 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 BT120-SFP001 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT 105 STRUCTURAL SECTIONS AND DETAILS RETAINING WALL R-4332316 DEVELOPMENT ENGINEERING msippo 11 /25/2025 U1 DRAWING NO.: BT120-SGD161 FACILITY ID: BT120 SHEET No: REV: 394 0 N co co W 0 N 0 N 0 N m U) U w I U) z Q ry I 0 ry I U) m 0 I 0 co LO Qq 0 co co 6� al O (n O N 0 co m =x UQ Q= ryC w NOTES: 1. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATION OF WINDSCREENS. WINDSCREEN PLAN - STRAIGHT SCALE: 1 " = 1'-0" WINDSCREEN MAIN ELEVATION SCALE: 1" = V-0" BT120-SFP212 DESIGNED BY: L. DOWELL DRAWN BY: R. MUNRO CHECKED BY: D. PRINDLE 0 12/10/2024 LPD DJP AE ISSUED FOR BID APPROVED BY: No. DATE DSN CHK APP REVISION 1A.ESPARZA :ImI am CV P'1I A 1A f� A P =LD ALL AROUND, TYP 1. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATION OF WINDSCREENS. WINDSCREEN PLAN -ANGLED SCALE: 1" = 1'-0" 7_<NS & FS, TYP HSS4X2X1 /4 BT120-SFP213 HSS4X2X1 /4 i i TYP SOG PLATFORM ------------ PER CIVIL -------------- NOTES: 1. REFER TO "WINDSCREEN MAIN ELEVATION" FOR MISSING INFORMATION. WINDSCREEN ANGLED ELEVATION SCALE: 1" = V-0" ESPARZ w WASo� U 1 U) U) zr4 ui_j frRIDE _j N BRT General Engineering Consultant i LL 2 16264 SUBMITTED BY: DATE: REVIEWED BY: 15/Nov/2024 R. PARGAS 12/10/2024 J. ALTCHECH A SIM SCALE: M;=mrw AS NOTED FILENAME: S 1-BT 120-S-v2020 SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: SUBMITTAL DATE: 12/ 10/2024 12/ 10/2024 1" All EMBED PL1/2 W/ (2) 1/2" DIA STUDS, 4" MIN EMBED NOTES: 1. PROVIDE 1/2" DIA WEEP HOLE 1" ABOVE BASE PLATE, TYP AT POSTS WINDSCREEN BASE PLATE SCALE: 1 1/2" = V-0" STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT 105 STRUCTURAL SECTIONS AND DETAILS WINDSCREEN C R-4332317 DEVELOPMENT ENGINEERING msippo 11 /25/2025 DRAWING NO.: BT120-SGD162 FACILITY ID: BT120 SHEET No: REV: 395 0 N co co W 0 N O N U) O N H m co U w CD I z ry I n ry I U) m 0 I 0 co 2�i � Q� M 00 Q o N 0 0 m GRID I- 1'-0" 8'-4" TYP PLATFORM OR CURB r------------------I ---- — ----------------- 8" SOG UNDER SHELTER W/ #6 @ 16" OC EW I I I I I N — — — — I I L -- -- o 0- N ~ 8' -4" TYP 3 PLACES B------------ I J2 -----1------- -------------------- B REBAR NOTE 1 NOTES: 1. LAP SHELTER FOUNDATION REINFORCING WITH PLATFORM REINFORCING WHERE OCCURS. 2. NOTED GRIDS APPLY TO KCM SHELTER ONLY. FOUNDATION PLAN - PARATRANSIT AND KCM SHELTERS SCALE: 1/2" = 1'-0" BT120-SFP001 BT120-SFP215 On- 2 BT120-SGD164 GRID 1'-0" NOTES: 1. ALL SEAMS ARE TO BE CONCEALED OR GROUND FLUSH AND SANDED SMOOTH. 2. ALL EXPOSED SURFACES ARE TO BE FINISHED SMOOTH. 3. ALL EXPOSED WELDS TO BE GROUND FLUSH AND SMOOTH. FINISH RADIUS TO MATCH STRUCTURAL TUBE. 4. NOTED GRIDS APPLY TO KCM SHELTER ONLY. ROOF PLAN - PARATRANSIT AND KCM SHELTERS SCALE: 1/2" = 1'-0" GRID GRID GRID TOS EL 37'-4" AT KCM SHELTER 34'-2" AT PARATRANSIT SHELTER =11 II I'[= 0 12/10/2024 MKB DJP AE ISSUED FOR BID No. DATE DSN CHK APP REVISION NOTES: 1. REFER TO CIVIL DRAWINGS FOR TOP OF CONCRETE ELEVATION. SHELTER ELEVATION - FRONT SCALE: 1/2" = 1'-0" DESIGNED BY: M. BUNIYA oEsPARZA Oi of WA CO DRAWN BY: R. MUNRO CHECKED BY: D. PRINDLE 2 16264t� ALES 01 APPROVED BY: . AL E� A. ESPARZA 15/Nov/2024 SHELTER ELEVATION - SIDE SCALE: 1/2" = V-0" 4Sr)?IDE BRT General Engineering Consultant SUBMITTED BY: DATE: REVIEWED BY: R. PARGAS 12/10/2024 J. ALTCHECH 8'-4" BT120-SFP001 BT120-SFP215 TOS EL 37'-1" AT KCM SHELTER 33'-11" AT PARATRANSIT SHELTER 1 TYP BT120-SGD164 SCALE: Q M;=r 1/2" = 1'-0" J Q FILENAME: W w co J S 1-BT120-S-v2020 —i w S0u1YV�i7A�5� CONTRACT No.: 1Y i71i 1 RTA/CN 0205-24 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT 105 STRUCTURAL PLANS AND ELEVATIONS PARATRANSIT SHELTER 1 (::3:) TYP BT120-SGD164 N 0 c� R-4332318 DEVELOPMENT ENGINEERING msippo 11 /25/2025 DRAWING NO.: BT120-SGD163 FACILITY ID: BT120 SHEET No: REV: 396 0 N co co O W 0 N O N U) O N m co U w CD I H Z Q ry H I D_ ry I U) m O I O co 00 Q� O �I 0o Q o N O O m HSS COL HSS3 1 /2X3 1 /2X3/16 SHOE HOLE FOR THRU BOLT HSS WALL CUTOUT TOC - 'c� 7 I I 3/4" DIA THRU BOLT NOTE 1 & 2 N t 1 CNz - o PL1/2 �-2 3/4" 1/4" DIA WEEP HOLE 5/8" DIA ANCHOR BOLT W/ 5" EMBEDMENT, NOTE 3 PI-1/2 REF \ TYP IDES, SECTION 1/4 NOTES: 1. DRILL HOLES PARALLEL TO FRAME WIDTH. 2. USE A STAINLESS STEEL HEXBOLT WITH WASHER AND SPANNER HEAD. PROVIDE INSULATION BETWEEN CARBON STEEL AND STAINLESS STEEL TO AVOID GALVANIC CORROSION. 3. BEARING SHOE SHALL BE ANCHORED TO CONCRETE THROUGH THE PLATE. BASE PLATE DETAIL SCALE: 1 1/2" = 1'-0" 0 12/10/2024 MKB DJP AE ISSUED FOR BID No. DATE DSN CHK APP REVISION BT120-SGD163 HSS BM TYP T & B> I I I BUTT WELD ALL I AROUND 1/8" ROOT GRIND FLUSH SAND NS & FS> SMOOTH NOTES: 1. PLACE A 1/4 INCH DIAMETER WEEP HOLE AT EITHER EDGE OF THE BOTTOM OF THE SLOPE OF THE ROOF BEAM. CORNER DETAIL SCALE: 1 1/2" = 1'-0" HSS BM TYP NOTES: 1. PLACE A 1/4 INCH DIAMETER WEEP HOLE AT LOW SIDE OF TRANSVERSAL BEAMS. HSS BEAM TO HSS BEAM CONNECTION DETAIL BT120-SGD163 SCALE: 1 1/2" = 1'-0" DESIGNED BY: M. BUNIYA oESPARZA Oi of s� Co DRAWN BY: WA ���� R. MUNRO .5r.RIDE CHECKED BY: N BRT General Engineering Consultant ° 2 16264 D. PRINDLE N ��� UALE��G1��v APPROVED BY: Xf, AL �yE� SUBMITTED BY: DATE: REVIEWED BY: A. ESPARZA 15/Nov/2024 R. PARGAS 12/10/2024 J. ALTCHECH BT120-SGD163 SCALE: Q M;=r 1 1/2" = 1'-0" J Q FILENAME: W w co J S 1-BT120-S-v2020 -i w S0u1YV�i7A�5� CONTRACT No.: 1Y i71i 1 RTA/CN 0205-24 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 NS&FS NS&FS 1 1nn MR A T\/P <T&B ES NOTES: 1. PLACE A 1/4 INCH DIAMETER WEEP HOLE AT LOW SIDE OF TRANSVERSAL BEAMS. TOP OF BEAM DETAIL SCALE: 1 1/2" = 1'-0" STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT 105 STRUCTURAL SECTIONS AND DETAILS PARATRANSIT SHELTER 2 BT120-SGD163 R-4332319 DEVELOPMENT ENGINEERING msippo 11 /25/2025 DRAWING NO.: BT120-SGD164 FACILITY ID: BT120 SHEET No: REV: 397 0 N co co O W 0 N 0 N Q 0 N H m co U w C� I H V) Z Q ry H I c) ry I D m 0 I 0 co 00 LO Q co 0')C) M >I O U) L N O O �p N cy) o N m MATERIAL ABBREVIATIONS ON DRAWINGS AND SPECIFICATIONS SPECIFICATION TITLE AND DIVISION NUMBER DRAWING / SPECIFICATION NOMENCLATURE DESCRIPTION 03 CONCRETE 03 35 00 CONCRETE FINISHING CIP-1 CAST -IN -PLACE CONRETE FINISH TYPE 1, TYPICAL PLATFORM FINISH CIP-3 CIP-A FORMED FINISH W/ FORMLINERS, ALSO REFERENCE WSDOT SPECIFICATION WSDOT SPEC SECTION 5-05.2 OPT1.GR5 PIGMENT COLOR FOR "BRICK RED" CEMENT CONCRETE, SAE AMS-STD-595 COLOR #32169 04 MASONRY 04 22 00 CONCRETE UNIT MASONRY FIELD CMU CMU 3: GROUND FACE FINISH, COLOR TO BE SELECTED ACCENT CMU CMU 4: GROUND FACE FINISH, COLOR TO BE SELECTED 05 METALS 05 73 00 DECORATIVE METAL RAILINGS GDR-9 STAINLESS STEEL RAILING 05 75 00 DECORATIVE FORMED METAL WMP-4 ALUMINUM PERFORATED PLATE WALL PANEL WITH CUSTOM GRAPHIC WMP-5 ALUMINUM PERFORATED PLATE WALL PANEL WMP-6 STEEL GRATING 06 WOOD, PLASTICS AND COMPOSITES 061053 MISCELLANEOUS ROUGH CARPENTRY AIR BARRIER AIR BARRIER 061643 GYPSUM SHEATHING SHEATHING 5/8" GYPSUM SHEATHING FOR CAVITY WALL ASSEMBLIES AT CMU 07 THERMAL & MOISTURE PROTECTION 07 4213.13 FORMED METAL WALL PANELS FORMED METAL WALL PANELS FLUSH PROFILE, CONCEALED -FASTENER WALL PANEL AT THE CORE FACILITY BLDG 07 21 00 THERMAL INSULATION R## INSULATION INSUL-1: FILL VOID BETWEEN STRUCTURAL MEMBERS AT CONDITIONED SPACE. INSUL-3: AT CAVITY WALL OUTSIDE OF SHEATHING & ABOVE ROOF DECK. INSUL-4: AT CEILING AND WITHIN STUD WALLS. INSUL-7: UNDERSLAB AND PERIMETER OF FOUNDATION. INSUL-9: AT EXPOSED STRUCTURE CEILING. 072616 UNDERSLAB VAPOR RETARDER UNDERSLAB VAPOR RETARDER THROUGHOUT CONCRETE SLAB FOR CORE FACILITY 07 41 13 METAL ROOF PANELS METAL ROOF METAL ROOF SYSTEM AT CANOPY, CORE FACILITY AND BEB EQUIPMENT YARD METAL SOFFIT PANELS METAL COPING SYSTEM METAL SOFFIT SYSTEM AT CANOPY, CORE FACILITY AND BEB EQUIPMENT YARD COPING SYSTEM AT LOWER ROOF OF CORE FACILITY SECURITY OFFICE & STORAGE. 07 62 00 SHEET METAL FLASHING AND TRIM METAL COLUMN COVER CONCEALED- FASTENER METAL COLUMN COVERS AT BUS PLATFORM CANOPY. OVERLFOW NOZZLE PREFINISHED NOZZLE WITH INSECT SCREEN AT OVERFLOW DRAIN AT COLUMNS. 0 12/10/2024 J.C. I D.H. I C.C. I ISSUED FOR BID No. DATE I DSN I CHK APP REVISION DESIGNED BY: C. CHEANG DRAWN BY: J. CHAN CHECKED BY: D. HOGAN APPROVED BY: C. CHEANG 9849 %, I REGI CHAN LAM CREf STATE OF WASHIN MATERIAL ABBREVIATIONS ON DRAWINGS AND SPECIFICATIONS SPECIFICATION TITLE AND DIVISION NUMBER DRAWING / SPECIFICATION NOMENCLATURE DESCRIPTION 08 OPENINGS 083613 SECTIONAL DOORS METAL OVERHEAD DOOR ELECTRICALLY OPERATED SECTIONAL DOOR AT CORE FACILITY STORAGE 084410 GLAZED ALUMINUM FRAMED STOREFRONT AND CURTAIN WALLS ALUMINUM STOREFRONT FRAME, SF-1 (SF-1) ART INSTALLATION AT WINDSCREENS AND CLERESTORIES AT CANOPY (SF-2) SECURITY OFFICE WINDOWS ALUMINUM STOREFRONT FRAME, SF-2 08 45 00 TRANSLUCENT PANELS SYSTEMS TRANSLUCENT PANEL SYSTEM INSULATED TRANSLUCENT PANELS W/ PREFINISHED THERMALLY BROKEN ALUMINUM FRAME TRANSLUCENT PANEL TYPE I TRANSLUCENT PANELS W/ PREFINISHED ALUMINUM FRAME 08 80 00 GLAZING GLA TEMPERED SAFETY GLASS GL-2 GLA W/ GRAFFITI -RESISTANT FILM GL-4 LAMINATED TEMPERED GLASS APA-1 ART PANEL ASSEMBLY TYPE 1 08 84 00 PLASTIC GLAZING PP-1 CLEAR ACRYLIC VERTICAL PANELS PP-2 HORIZONTAL TRANSLUCENT OVERHEAD PANELS 08 88 53 SECURITY GLAZING GL-5 SECURITY GLAZING AT THE SECURITY OFFICE AND DOOR VISION GLAZING 09 FINISHES 09 30 00 TILING CT CERAMIC TILES PT-2 TRUNCATED DOME WARNING TILES PT-3 PORCELAIN TILES O-T-1 D 093219 MORTAR BED PAVER TILING PC-2 PRECAST CONCRETE PAVERS 09 96 00 HIGH-PERFORMANCE COATINGS HPC-1 HPC-2 ON CONCRETE AND CMU HIGH-PERFORMANCE COATING FOR EXPOSED PRIMED STEEL HPC-3 FOR EXPOSED GALV STRUCT STEEL COLOR C-1 RAILWAY GRAY, CMYK 0/0/0/80 LAND GRAY, CMYK 0/0/0/6 C-2 C-3 WAVE TEAL, CMYK 92/23/22/32 C-4 KCM RAPID RIDE PANTONE 7427, 7427 C, 7427 U C-5 HI-LITE YELLOW, CMYK 0/32/95/0 12 FURNISHINGS 12 32 16 MANUFACTURERED PLASTIC -LAMINATE -CLAD CASEWORK PLDC PLASTIC -LAMINATE DESKTOP COUNTER AT SECURITY OFFICE 12 36 61 SOLID SURFACING COUNTERTOPS SSCT COUNTERTOP ABOVE CASEWORK AT SECURITY OFFICE AND LACTATION ROOM 12 93 00 SITE FURNISHINGS TRASH & RECYCLING RECEPTACLES BENCH-1 STANLESS STEEL BENCH BENCH-2 STAINLESS STEEL BENCH WITH BACK LRA LEAN RAIL SCALE: LJJ Q J Q FILENAME: 4 fTm)?1DE w co S 1-BT120-A-v2020 BRT General Engineering Consultant CONTRACT No.: SOUNDTRANSIT RTA/CN 0205-24 SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: R. PARGAS 112/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ARCHITECTURE MATERIAL ABBREVIATIONS TRANSIT CENTER R-4332320 DEVELOPMENT ENGINEERING msippo 11 /25/2025 Ul DRAWING NO.: BT120-AZN001 FACILITY ID: BT120 SHEET No: REV: 398 0 N cM C'7 W 0 N 0 N Q O N H m U) U w U) Z Q ry 0 U) MD W o� 0 o 00 lqi- ch o� rn �0 co cn L o N C-0 o M N N co 00 1 06/13/20251 JC DH CC I ADDENDUM #1 0 12/10/20241 JC I DH I CC I ISSUED FOR BID No. I DATE I DSN I CHK I APP I REVISION DESIGNED BY: C. CHEANG DRAWN BY: J. CHAN CHECKED BY: D. HOGAN APPROVED BY: C. CHEANG 1141 %, I REGISTERED STATE OF WASHI SCALE: QJ 111 = 401-011 Q FILENAME: co 4ST)?IDE U) w J S 1-BT120-A-v2020 5 BR T General Engineering Consultant -i LL SouNDTR A SIT CONTRACT No.: IVi/11 RTA/OA 0206-19 SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: R. PARGAS 112/10/2024 J. ALTCHECH 112/10/2024 12/10/2024 o CN 40 20 0 40 80 VT ENGINEERING SCALE IN FEET L/CY CLV 17,1111C1 msippo 11 /25/2025 R-4332321 nRMA/INr. Nr) STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ARCHITECTURE SITE PLAN TRANSIT CENTER BT120-ASP201 FACILITY ID: BT120 SHEET No: REV: 399 1 N co 6 W 0 N 0 N Q 0 N H m co w C� I W z Q I 0 a- ry I W D m I 0 0 00 LO co D_ 0 I o N U) N L L o N o cY) N co m CODE REVIEW OWNERS CONTACT INFORMATION SOUND TRANSIT 401 S. JACKSON STREET, SEATTLE WASHINGTON 98104 PROPERTY INFORMATION ADDRESS: 780 RAINIER AVENUE SOUTH, RENTON, WA 98055 ZONE CODE: PUBLIC TRANSIT CENTER LAND USE CODE: 8862 - MISCELLANEOUS - GOVERNMENT OWNED PROPERTY - TRANSPORTATION - GENERAL PARCEL NUMBERS 1923059035,1923059063,1923059068,1923059074 LEGAL DESCRIPTION FOR PARCEL No. 1923059035: LOT 2 LESS HWY PER DEED #20110812001717 OF RENTON LLA #LUA-02-025-LLA REC 20020515900009 LOCATED IN NW 1/4 OF NE 1/4 FOR PARCEL No. 1923059063: POR OF NW QTR OF NE QTR STR 19-23-05 DAF: BEG AT NE COR SD SEC 19 TH N 89-50-24 W ALG N LN SD NE QTR 2179.38 FT TH S 00-09-36 W AT R/A TO SD N LN 510.35 FT TO TPOB TH CONTG S 00-09-36 W 260.0 FT TO NLY MGN OF BN RR R/W (FORMERLY NP RR R/W) TH N 77-20-05 E ALG SD MGN 414.00 FT TO ORIGINAL C/L OF BONNEVILLE POWER TRANSMISSION LINE R/W TH N 00-29-24 W ALG SD C/L 168.13 FT TO PT FROM WCH TPOB BEARS N 89-50-24 W TH N 89-50-24 W TO TPOB LESS W 0.98 FT THOF FOR PARCEL No. 1923059068: POR OF ABANDONED BN RR R/W (FORMERLY NP RR) LY WILY OF FOLG DESC LN: BEG AT NXN OF ORIGINAL C/L OF BONNEVILLE POWER TRANSMISSION LINE R/W WITH N LN OF NE QTR STR 19-23-05 SD PT BEING 1783.40 FT W OF NE COR SD SEC 19 LESS HWY PER DEED #20110812001717 FOR PARCEL No. 1923059074: POR OF PUGET SOUND POWER & LIGHT CO R/W IN NE QTR STR 19-23-05 LY NORTH OF NLY MGN OF S GRADY WAY & WILY OF FOLG DESC LN - BEG AT NXN OF ORIGINAL C/L OF BONNEVILLE POWER TRANSMISSION LINE R/W SD PT BEING 1783.40 FT W OF NE COR SD SEC 19 TH S 00-29-24 W ALG SD C/L TO NLY LN SD S GRADY WAY LESS POR LY WLY OF ELY LN OF RAINIER AVE S (STATE RD NO 167) & LESS POR CONDEMNED BY STATE OF WASHINGTON IN SCC NO 861445 LESS HWY PER DEED #20110812001717 AUTHORITY HAVING JURISDICTION: CITY OF RENTON ZONING AND LAND USE: ZONING DISTRICT COMMERCIAL ARTERIAL (CA) LAND USE DESIGNATION: MIXED USE (CMU) OVERLAY DISTRICT: URBAN DESIGN DISTRICT D DEVELOPMENT STANDARDS: RENTON MUNICIPAL CODE (RMC) TITLE IV - DEVELOPMENT REGULATIONS ALLOWABLE BLDG HT: 50 FT 1 PROPOSED STRUCTURES: 28 FT (TRANSIT CENTER), 15 FT (CORE FACILITY), AND 8 FT (GENERATOR) THE 15 FT INCREASE IS ALLOWED FOR BUILDINGS WITH PITCH ROOF FOR 60% OR MORE OF THE STRUCTURE. GIVEN THE FUNCTION OF THE TRANSIT CENTER AND ITS SUPPORT FACILITIES, THE INTENT IS TO MEET THE CODE REQUIREMENTS THROUGH FACADE DESIGN AND ARTICULATION. 1 06/13/2025 JC DH CC ADDENDUM #1 0 12/10/2024 JC DH CC ISSUED FORBID No. DATE DSN CHK APP REVISION BUILDING DESCRIPTIONS 1. THE TRANSIT CENTER CONSISTS OF A CENTER BOARDING PLATFORM THAT HAS 8 BUS BAYS. BENCHES, WINDSCREENS ARE PROVIDED. THREE CANOPIES ARE PROVIDED FOR WEATHER PROTECTION. THE EAST CANOPY IS DESIGNED TO BE CLEAR FROM OVERHEAD POWER LINE EASEMENT. WINDSCREEN WALLS ARE 8 FT HIGH IN BETWEEN OPEN CANOPY COLUMNS. 2. CORE FACILITY IS COMPOSED OF SECURITY, STORAGE, COMFORT STATIONS, JANITOR ROOMS, LACTATION ROOM, TELECOM ROOM AND ELECTRICAL ROOM. IT IS A STEEL FRAMED STRUCTURE WITH CMU VENEER. INSULATED PER SEATTLE ENERGY CODE. 0 APPLICABLE CODES AND STANDARDS 2021 IBC (WAC 51-50) 2021 IMC (WAC 51-50) 2021 UPC (WAC 51-56 & 51-57) 2020 NEC (NFPA 70) 2021 WASHINGTON STATE ENERGY CODE (WAC 51-51C) ,,— "— v-w v-- w w w "— v-w v-- v-- w w w v- v-w v-- w BUILDING/ STRUCTURE AREA: OPEN STRUCTURES BUS PLATFORM (SECTOR A, B, C): 9,396 SF GENERATOR: 470 SF CORE FACILITY BUILDING: 2,651 SF 0 L OPEN STRUCTURES OCCUPANCY IBC SI BUS PLATFORM: GENERATOR: A-3 (303.4 ASSEMBLY GROUP) WAITING AREAS IN TRANSPORATION TERMINAL U (312.1 UTILITY AND MISCELLANEOUS GROUP)' ALLOWABLE HEIGHT ABOVE GRADE PLANE (TABLE 504.3) L B E- F, C U A -V AB U PROVIDED: 23 FT (BUS PLATFORM) 11 FT APPROX. (GENERATOR) 1 TOTAL ALLOWABLE BUILDING AREA (506.2) ALLOWABLE: 6,000 SF, OCC A-3, TYPE VB CONSTRUCTION (NON SPRINKLERED) 9,000 SF, OCC B TYPE VB CONSTRUCTION (NON SPRINKLERED) 5,000 SF, OCC U TYPE VB CONSTRUCTION (NON SPRINKLERED) w w w w w w w w w w w w w w w w w w w w w w w w PROVIDED: BUS PLATFORM - 2,436 SF (SECTOR A), 1,740 SF (B), 5,220 SF (C) < 6,000 1 GENERATOR - 470 SF < 5,000 1 CORE FACILITY BUILDING 1 ALLOWABLE HEIGHT AND AREA (TABLE 504 & 506) ALLOWABLE HEIGHT (TABLE 504.3): 40 FEET ALLOWABLE STORIES (TABLE 504.4): 2 STORIES TABLE 504.4 ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE, TYPE V-B CONSTRUCTION (NON SPRINKLERED) OCCUPANCY B: 2 STORIES ALLOWABLE BUILDING STORY: 1 STORY PROPOSED BUILDING AREA: 2,651 SF < 9,000 SF (IBC TABLE 506.2) ALLOWABLE BUILDING AREA, NS, Aa=At + (NS x If). FRONTAGE INCREASE IS NOT NEEDED FOR THIS ALLOWABLE AREA CALCULATION. TABLE 1017.2. EXIT ACCESS TRAVEL DISTANCE ALLOWABLE DISTANCE: 200 FT, A-3 OCCUPANCY, NS. 300 FT, U OCCPANCY, NS. 1 PROVIDED: N/A AT BUS PLATFORM, OPEN STRUCTURE. 37 FT < 300 (GENERATOR ENCLOSURE), U OCC PER SECTION 1006.2.1 EXCEPTION 3, UNOCCUPIED MECHANICAL ROOMS AND PENTHOUSES ARE NOT REQUIRED TO COMPLY WITH COMMON PATH OF EGRESS TRAVEL DISTANCE MEASUREMENT LIFE SAFETY SITE PLAN SCALE: 1" = 80'-0" DESIGNED BY: C. CHEANG DRAWN BY: 9849 REGISTERED J. CHAN AR(C'HII— T CHECKED BY: CAN LAMCflEANG D. HOGAN STATE OF WASHINGT APPROVED BY: SUBMITTED BY: C. CHEANG R. PARGAS F)l 80 40 0 80 160 SCALE IN FEET TABLE 1006.2.1 SPACE WITH ONE EXIT ALLOWABLE DISTANCE: 100 FEET, OCCUPANT LOAD <30, NS. PROVIDED: 27 FEET CONSTRUCTION TYPE: VB VB SINGLE OCCUPANCY MINIMUM CONSTRUCTION TYPE PER IBC 2021 & WAC 51-50, SECTION 602, PER TABLE 601 FIRE -RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS: BUILDING ELEMENTS FOR TYPE VB: PRIMARY STRUCTURAL FRAME 0 HR NON -BEARING WALLS AND PARTITION INTERIOR 0 HR FLOOR CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS 0 HR ROOF CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS 0 HR TABLE 602, FIRE SEPARATION BY DISTANCE EXTERIOR WALLS TYPE VB, 0 HR, DISTANCE EQUAL OR LARGER THAN 10 FT. FIRE ALARM SYSTEM: 907.2.2 GROUP B 1 NOT PROVIDED AUTOMATIC SPRINKLER SYSTEM IS NOT PROVIDED PER RMC TITLE IV SECTION 903.2.4 FOR BUILDING NOT OVER 5,000 SQUARE FEET. 4STm)?IDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH 0 SCALE: 1 /16" = 1'-0" SCALE: Q w mrr AS NOTED Q FILENAME: Cl) w C/) S 1-BT120-A-v2020 z J U_ SOUNDTRANSIT CONTRACT No.: RTA/OA 0206-19 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 REMARKS: 1. FIRE EXTINGUISHERS ARE LOCATED PER NFPA10 2. PORTABLE FIRE EXTINGUISHERS LOCATED AT ANCILLARY SPACES - PROVIDE CARBON DIOXIDE FIRE EXTINGUISHERS AT ALL ELECTRICAL ROOMS. 3. INTERIOR FINISH MATERIALS ARE IN COMPLIANCE WITH FLAME SPREAD RATING PER CHAPTER 8 2017 MATERIAL FLAME SPREAD RATING FIRE RETARDANT TREATED WOOD CLASS A GYP BOARD CLASS A METAL PANEL CLASS A CONCRETE CLASS A CONCRETE MASONRY UNITS CLASS A CORE FACILITY OCCUPANT LOAD TABLE NO. BT120L1200 NAME SECURITY BLDG AREA TYPE OCC. # 257 SF 69 SF B B 3 1 BT120L1201 SEC STORAGE BT120L1202 LACTATION ROOM 112 SF B 2 BT120L1203 JANITOR 113 SF B 2 BT120L1204 OPERATOR RESTROOM 74 SF B 1 BT120L1205 OPERATOR RESTROOM 74 SF B 1 BT120L1206 OPERATOR RESTROOM 75 SF B 1 BT120L1207 OPERATOR RESTROOM 74 SF B 1 BT120L1208 TELECOM 409 SF B 5 BT120L1209 ELECTRICAL 351 SF B 4 BT120L1210 STORAGE 1 450 SF B 5 BT120L1500 GENERATOR Not Enclose d TOTAL: 26 # OF OCCUPANTS EXIT 0 DEVELOPMENT ENGINEERING � -� msippo 11 /25/2025 pi GENERATOR PAD SCALE: 1 /16" = 1'-0" 16 8 0 16 32 SCALE IN FEET �R-4332322 STRIDE BUS RAPID TRANSIT DRAWING NO.: SOUTH RENTON TRANSIT CENTER BT120-ASZ201 BT105 FACILITY ID: ARCHITECTURE BT120 SHEET No: REV: LIFE SAFETY PLAN AND CODE INFORMATION TRANSIT CENTER 400 1 N co co W 0 N O N Q O N H m U W C� I H U) Z Q H I I U) D m of 0 co 00 lqi- ch 0I 77 j v) L o N C-0 O M N N co 1.A 11.13 O 1.0 25.040 O N:175416.72 E:1298223.62 (CE OF COLUMN) 1 BT120-APP212 1.1 1.2 1.3 1.4 � 26.554 \� O N:175311.72 E:1298310.88 (q OF COLUMN) PARATRANS IT SHELTER f 7 STRIDE BUS BAY N:175386.95 E:1298289.18 OF COLUMN) 1 BT120-APP213 STRIDE y / PYLON 1.5 STRIDE PYLON ((� OF COLUMN) 1 N:175307.10 BT120-APP215 E:1298658.85 1. 44 11.15 tA4 1.17 I BUS B o o I JLL 7+u o \ eq y 1 -----� BUS BAY �_ BUS BAY6 ((� OF COLUMN) N: 175336.21 E:1298400.93 1.6 S B y-- 1.7 I 1.8 (q OF COLUMN) 1 N:175316.37 BT120-APP214 E:1298444.64 N:175307.96 E:1298490.85 (q OF COLUMN) 9 7.10 fussc 7.12 7.1 BAY 3 11m TRASH --------------- - - - - - - RECEPTACLES, TYP. STRIDE BUS BAY TRASH N:175299.42 RECEPTACLES, TYP. E:1298325.79 (q OF COLUMN) N:175306.77 E:1298722.51 ((� OF COLUMN) ((� OF COLUMN) N:175306.68 E:1298739.18 0 44 L _ BUS BAY 5 E F PLATFORM a m HUB 1.E 1.F H CORE Q 30 15 0 30 60 FACILITY GEN N KEY PLAN DEVELOPMENT ENGINEERING SCALE IN FEET msippo 11 /25/2025 ul R-4332323 DESIGNED BY: SCALE: DRAWING NO.: C. CHEANG Q J 1" = 30'-011 STRIDE BUS RAPID TRANSIT BT120-APP211 DRAWN BY: 984' REGISTERED U FILENAME: SOUTH RENTON TRANSIT CENTER J. CHAN ARCHI RIDEw J S1-BT120-A-v2020 BT105 FACILITY ID: CHECKED BY: AN L M BRT General Engineering Consultant -i LL �O��D��A A,��r CONTRACT No.: ARCHITECTURE BT120 1 06/13/2025 JC DH CC ADDENDUM #1 D. HOGAN STATE OFWASHINGT I1A RTA/OA 0206-19 SHEET No: REV: 0 12/10/2024 JC DH CC ISSUED FOR BID APPROVED BY: SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: OVERALL PLAN No. DATE DSN CHK APP REVISION C. CHEANG JR.PARGAS 112/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 PLATFORM 401 1 N co co W 0 N 0 N Q O N H m co U LLI C� �I W Z Q ry H I I W D m of 0 co 00 LO co 0_ 0 I 'o U) L o N o cy) N co m 0 1.A w BOLLARD, TYP. - o A o Ln BT120-AEX712 12'-8 1 /2" 1.0 0 10'-6" I 8'-0" TYP. 34'-0" METAL COLUMN COVER, ON BOTH SIDES OF COLUMN, C-1, TYP. ____T__ - TRASH/ RECYCLING RECEPTACLES SIGN. CENTER ON GRID CABINET, LINE 1.B TYP N -- --� - - C.o N 71_p11 ao JUNCTION BOX, TYP - -. 1 � 1' WIDE EXTERIOR CONCRETE BT1200-AI�D906 FINISH. MEDIUM ETCHED, INTEGRAL COLOR, CIP-3, TYP. 39'-8" 1.1 1.2 1.3 24'-011 24'-011 24'-0" A BT120-AEX711 --- - - - - -- ----- - I I 1 A BT120-AED901 9T120-AEE812 BUS BAY 1 rt rt �N. -TICKET VENDING MACHINE- SMART CARD OVERFLOW READER DOWNSPOUT BT120-AED903 1.4 I ACCESSIBLE BOARDING AREA, PC-2 BUS BAY FLAG POLE -0" 6'-0" 10' " WINDSCREEN PUSH BUTTON AUDIO BENCH-2, TYP. 1,_8„ SMART CARD READER 3'-7" t _ 5'-0" 2'-9 co �j CD N BT120-AEE811 o o LEAN . (.o RAIL, LR-1 3' - 6" 9' - 6" ,t ``' TYP. o CIP-1, TYP. - BT120-AED901 DRAINAGE io 1 DOWNSPOUT - 010 1 HYDRANT BOX —/ HYDRANT RAILING, GDR-9 B 10'-0" 6'-0" BOX 13'-6" WINDSCREEN BT120-AEE812 191-019 STRIDE PYLON I CV r 9 WARNING TILE, PT-2, TYP. 0 0 0 EO o 0 ILU I C D PLATFORM LEGEND ADA PAVER, (PC-2) CLEARANCE ZONE u TACTILE WARNING (PT-2) STRIDE PYLON (BY OTHERS) BENCH - 2, TYP. UNO a LEAN RAIL (LR-1) EXTERIOR CONCRETE FINISH. MEDIUM ETCHED, INTEGRAL COLOR, CIP-A o BOLLARD E` ELECTRICAL CABINET ELECTRICAL MANHOLE 0 TVM - TICKET VENDING MACHINE (BY OTHERS) O TRASH/ RECYCLING RECEPTACLES ® ORCA/SMART CARD READER (BY OTHERS) BUS FLAG POLE TYP (BY OTHERS) LIGHT POLE GUARDRAIL (GDR-9) T) PUSH BUTTON AUDIO (BY OTHERS) O (1- N CORE u 8 4 0 8 16 FACILITY GEN KEY PLAN SCALE IN FEET DEVELOPMENT ENGINEERING msippo 11 /25/2025U1 R-4332324 DESIGNED BY: SCALE: DRAWING NO.: C. CHEANG Q w 1/8" = 1'-0" STRIDE BUS RAPID TRANSIT BT120-APP212 DRAWN BY: ZC, LLM IRIDE STERED - U FILENAME: SOUTH RENTON TRANSIT CENTER J. CHAN CHI w J S1-BT120-A-v2020 BT105 FACILITY ID: CHECKED BY: BRT General Engineering Consultant z "S UNDTRANSIT CONTRACT No.: BT120 1 06/13/2025 JC DH CC ADDENDUM #1 D. HOGAN SHINGT RTA/OA 0206-19 ARCHITECTURE SHEET No: REV: 0 12/10/2024 JC DH CC ISSUED FORBID APPROVED BY: SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: PLATFORM PLAN No. DATE DSN CHK APP REVISION IC.CHEANG I I R. PARGAS 112/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 PLATFORM - SECTOR A 402 1 N co co W 0 N 0 N Q 0 N m co w (D �I W Z Q ry H I I W D m of 0 Q0 00 LO co a 0I W L o N o M N N Q0 m 1 fi T- - I IL la WIQ Zlo J C-4 Ulm QI� 10 IW �cn 0 0 0 0 C o� H 10'-9" 0 _ V.I.P._ 0 PARATRANSIT SHELTER C MIRROR BTl 20-AEE816 MIRROR B I OI 2 BT120-AEE816 I I BT120-APP216 A MIRROR BT120-AEE816 �� STRIDE PYLON 1.5 1.6 1.7 24'-0" 24'-0" 1 A 11 -3" TRASH/ RECYCLING RECEPTACLES, TYP. BT120-AED901 9Tl20-AEE813 BUS BAY 2 L-——— — — — — —— — — —— ----I ----- --- - -I—� C-o c+ LEAN RAIL, LR-1, TYP. Cy 1 WINDSCREEN BT120-AED901 I JUNCTION 2 BOX, TYP BENCH-2, TYP. B-120-AID907 GE co co C�o 0 0 1 L 6 I TVM 1 IL - 1 2'-9" BT120-AID903 1 Vt0" 41_6" 1'-6" 1 �—t - HYDRANT BOX 1'-6' ao ACCESSIBLE BOARDING AREA, PC-2, TYP. BUS BAY FLAG POLE, TYP._ — 4'-6" METAL COLUMN COVER, ON BOTH SIDES OF COLUMN, C-1, TYP. 14'-0" CABINET 3'-4" \ V WIDE EXTERIOR CONCRETE FINISH. MEDIUM ETCHED, INTEGRAL COLOR, CIP-3, TYP. / LO ` C1. 0 \LO 0 � CIP-1, TYP. /- 7-7 - - - - ---------- -�-- -- ---- 1 2'-8„ BUS BAY 8 B WARNING TILE, PT-2, TYP. BT120-AI D907 BT120-AEE813 I L------ - �� C D PLATFORM LEGEND ADA PAVER, (PC-2) CLEARANCE ZONE ❑ TACTILE WARNING (PT-2) STRIDE PYLON (BY OTHERS) BENCH - 2, TYP. UNO a LEAN RAIL (IR-1) EXTERIOR CONCRETE FINISH. MEDIUM ETCHED, INTEGRAL COLOR, CIP-A o BOLLARD E` ELECTRICAL CABINET ELECTRICAL MANHOLE 0 TVM - TICKET VENDING MACHINE (BY OTHERS) O TRASH/ RECYCLING RECEPTACLES ® ORCA/SMART CARD READER (BY OTHERS) BUS FLAG POLE TYP (BY OTHERS) LIGHT POLE GUARDRAIL (GDR-9) PUSH BUTTON AUDIO (BY OTHERS) O (1- N CORE 11 8 4 0 8 16 FACILITY GEN 3 1 1 1 1 KEY PLAN SCALE IN FEET DEVELOPMENT ENGINEERING msippo 11 /25/2025 01 R-4332325 DESIGNED BY: SCALE: DRAWING NO.: C. CHEANG Q w 1/8" = 1'-0" STRIDE BUS RAPID TRANSIT BT120-APP213 DRAWN BY: 9849L-M RIDEU FILENAME: SOUTH RENTON TRANSIT CENTER J. CHAN w cn JS1-BT120-A-v2020 BT105 FACILITY ID: CHECKED BY: C BRT General Engineering Consultant z U-S UNDTRANSIT CONTRACT No.: BT120 1 06/13/2025 JC DH CC ADDENDUM #1 D. HOGAN STRTA/OA 0206-19 ARCHITECTURE SHEET No: REV: 0 12/10/2024 JC DH CC ISSUED FORBID APPROVED BY: SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: PLATFORM PLAN PLATFORM - SECTOR B 403 1 No. DATE DSN CHK APP REVISION �C.CHEANG R. PARGAS 112/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 N co co W 0 N 0 N Q O N H m co U w (I W Z Q ry H I I W D m 0 I 0 0 0 LO co a 0I ti W L o N o M N N Q0 m o -j- M I co I JUNCTION I BOX, TYP o I IM I� N la Lu I Q ?lo = I� m I� IW W co � 1.8 1.9 1.10 1.11 4'-7" 3'-9" 6'-0" 24'-0" 24'-0" 24'-0" 24'-0" F - METAL COLUMN COVER, ON 1 B BOTH SIDES OF COLUMN, C-1, I BT120-AED901 BT120-AEE814 TYP. I - WARNING TILE, PT-2, TYP. TRASH/ RECYCLING t RECEPTACLES, TYP. BENCH-1 - I I LEAN RAIL, LR-1, TYP. - WINDSCREEN _I (0 ® 1'-6" 5'-0" + BENCH-2, TYP. 8' - 0" 5'-0" 1'_6" 3'-911 9�_9�� '^ ACCESSIBLE BOARDING AREA, PC-2, TYP. BUS BAY FLAG POLE, TYP. � co c� ----------------- 51-919 BUS BAY 7 1.12 1.13 24'-0" I 1 I BT120-AED901 BUS BAY 3 I BUS BAY FLAG POLE �I HYDRANT BOX WARNING TILE, PT-2, TYP. A BT120-AEE815 _-----� I 1 5'-0" LO I � 1' WIDE EXTERIOR CONCRETE FINISH. MEDIUM ETCHED, INTEGRAL COLOR, CIP-3, TYP. 11'-6" 8'-0" TYP 24'-0" Ck) BT120-AEE814 1.14 � ( 1 )-� BT120-AED901 c� I� BUS BAY 6 B BT120-AEE815 - - - 24'-0" 1.15 u n 0 rn o PLATFORM E F G H 1.E 1.F D LEGEND ADA PAVER, (PC-2) CLEARANCE ZONE TACTILE WARNING (PT-2) STRIDE PYLON (BY OTHERS) BENCH - 2, TYP. UNO a LEAN RAIL (LR-1) EXTERIOR CONCRETE FINISH. MEDIUM ETCHED, INTEGRAL COLOR, CIP-A o BOLLARD ELECTRICAL CABINET ELECTRICAL MANHOLE 0 TVM - TICKET VENDING MACHINE (BY OTHERS) O TRASH/ RECYCLING RECEPTACLES ORCA/SMART CARD READER (BY OTHERS) BUS FLAG POLE TYP (BY OTHERS) LIGHT POLE GUARDRAIL (GDR-9) PUSH BUTTON AUDIO (BY OTHERS) o (irN CORE 11 8 4 0 8 16 FACILITY GEN KEY PLAN SCALE IN FEET DEVELOPMENT ENGINEERING msippo 11 /25/2025 R-4332326 DESIGNED BY: SCALE: DRAWING NO.: C. CHEANG Q J 1/8" = 1'-0" STRIDE BUS RAPID TRANSIT BT120-APP214 DRAWN BY: 99 REGISTERED U FILENAME: SOUTH RENTON TRANSIT CENTER J. CHAN RIDE ARCHI w J S1-BT120-A-v2020 BT105 FACILITY ID: CHECKED BY: AN L M BRT General Engineering Consultant J $OUNDTRANSIT CONTRACT No.: ARCHITECTURE BT120 1 06/13/2025 JC DH CC ADDENDUM #1 D. HOGAN STATE OF WASH INGT RTA/OA 0206-19 SHEET No: REV: 0 12/10/2024 JC DH CC ISSUED FOR BID APPROVED BY: SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: PLATFORM PLAN PLATFORM - SECTOR C 404 1 No. DATE DSN CHK APP I REVISION IC.CHEANG I R. PARGAS 112/10/2024 J. ALTCHECH 112/10/2024 12/10/2024 N co co W 0 N 0 N Q O N H m W 0 w (DI W Z Q ry H I n ry I W m 01 0 0 00 LO co 0 a I c9 W L o N o M N N c0 co METAL CC COVER, O SIDES OF C-1, TYP. c c I Cr`-Cnln ADA PAVER, (PC-2) - CLEARANCE ZONE ❑ TACTILE WARNING (PT-2) STRIDE PYLON (BY OTHERS) BENCH - 2, TYP. UNO a LEAN RAIL (LR-1) EXTERIOR CONCRETE FINISH. MEDIUM ETCHED, INTEGRAL COLOR, CIP-A o BOLLARD E` ELECTRICAL CABINET 0 ELECTRICAL MANHOLE 0 TVM - TICKET VENDING MACHINE (BY OTHERS) TYP. _ I E] o TRASH/ RECYCLING NI F# I., ,,,, RECEPTACLES = I r LIVI I I r VLL, I l r uIm QI0 I� W W W DESIGNED BY: C. CHEANG DRAWN BY: J. CHAN CHECKED BY: 1 06/13/2025 JC DH CC ADDENDUM #1 D. HOGAN 0 12/10/2024 JC DH CC ISSUED FOR BID APPROVED BY: No. DATE DSN CHK APP REVISION C. CHEANG `" I REGISTERED STATE OF WASH IN SCALE: Q w 1 /8" = 1'-0" -i mvrm U FILENAME: 4bfTmRIDE U) w J S 1-BT120-A-v2020 BRT General Engineering Consultant CONTRACT No.: SOUNDTRANSIT RTA/OA 0206-19 SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 PLATFORM F G IGEN H CORE FACILIT tKEY PLAN ® ORCA/SMART CARD READER (BY OTHERS) BUS FLAG POLE TYP (BY OTHERS) LIGHT POLE GUARDRAIL (GDR-9) PUSH BUTTON AUDIO (BY OTHERS) o (irN 8 4 0 8 16 DEVELOPMENT ENGINEERING 104h, SCALE IN FEET msippo 11 /25/2025 R-4332327 nRA\Aiir. lr. Nn STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ARCHITECTURE PLATFORM PLAN PLATFORM - SECTOR D BT120-APP215 FACILITY ID: BT120 SHEET No: REV: 405 1 N co co W 0 N 0 N Q 0 N H m co U W (DI W Z Q ry H I n ry I W D m I 0 O Q0 M LO co a 0I o < N co W L o N o M N N _ Q0 m 1 06/13/2025 JC DH CC ADDENDUM #1 0 12/10/2024 JC DH CC ISSUED FORBID No. DATE DSN CHK APP REVISION 1.16 1.17 81 -011 2,-811 TYP. --------------------------------------------------------------------- ----- i I A I i E BT120-AEE816 -------------- i i BT120-AEX714 � LEAN RAIL, LR-1, TYP. O i i Mi ---------------- 1.E 41-211 81-411 -- -------- - - - - -- ----------------------------------- ROOF OUTLINE ABOVE, PP-2 8'-411 C BT120-AEE816 ENLARGED KCM SHELTER SCALE: 1 /2" = 1'-0" (C:) MIRROR BTl 20-AEE816 81-4" 8'-411 BT120-APP215 r--- - - - - - , ADA PAVER, (PC-2) BENCH-2, TYP. CLEARANCE ZONE O TACTILE WARNING (PT-2) B STRIDE PYLON (BY OTHERS) BT120-AEE816 BENCH - 2, TYP. UNO a LEAN RAIL (IR-1) EXTERIOR CONCRETE FINISH. MEDIUM ETCHED, INTEGRAL COLOR, CIP-A - --------------------------------- - - - - ------------------------- - ----� ROOF OUTLINE I ABOVE, PP-2 rB 00000000000000 I I LEAN RAIL, CDTRA H 000000a000e000 BT120-AEE6 � I I LR-1, TYP. M i S I I RECEPTACLES, TYP. yBENCH-2, TYP. I O I I MIRROR BT120-AEE816 I--------------------------------------------------J DESIGNED BY: C. CHEANG DRAWN BY: J. CHAN CHECKED BY: D. HOGAN APPROVED BY: C. CHEANG SEE BT120-APP211 FOR NORTHING AND EASTING ENLARGED PARATRANSIT SHELTER SCALE: 1/2" = V-0" BT120-APP213 9849 < w \ R91NGT U J . Az J AN L M BRT General Engineering Consultant � LLSTATE FF W SUBMITTED BY: R. PARGAS DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH 1 SCALE: M;Vmr=" 1 /2" = 1' - 0" IL N S 1-BT120-A-v2020 SOUNDTRANSIT CONTRACT No.: RTA/OA 0206-19 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 PLATFORM E F G H CORE FACILITY EGEN 7, KEY PLAN El Ea 1 BOLLARD ELECTRICAL CABINET ELECTRICAL MANHOLE TVM - TICKET VENDING MACHINE (BY OTHERS) TRASH/ RECYCLING RECEPTACLES ORCA/SMART CARD READER (BY OTHERS) BUS FLAG POLE TYP (BY OTHERS) LIGHT POLE GUARDRAIL (GDR-9) PUSH BUTTON AUDIO (BY OTHERS) F EVELOPMENT ENGINEERING msippo 11 /25/2025 C;N 1 2 1 0 2 4 SCALE IN FEET STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ARCHITECTURE ENLARGED SHELTER PLANS PLATFORM - SECTOR D JR-4332328 DRAWING NO.: BT120-APP216 FACILITY ID: BT120 SHEET No: REV: 406 1 N co co W 0 N 0 N Q O N H m co 0 W �I (n Z Q ry H I n ry I D m of 0 00 LO co 0 a I N co c/) L o N o M N N _ (.0 m 1 1 1.A BT120-ARP312 1.113 / 1.0 1.2 1.3 1 O �� 1.4 / APPROX. ROOF AREA: / 84' x 15' = 1260SF - UPPER 84'x 14'= 1176SF - LOWER 1 STRIDE PYLON BT120-ARP313 BT120-ARP314 1.5 BUS BAY, TYP. 2 \�� 1.6 �-----------1— BT120-ARP314 '7 /I 1.8 1.9 1.10 1.11 1.12 1.1 '1. 14 1.15 1.16 1.17 — — —� — BIKE LOCKERS PARATRANSIT SHELTER I I — — — — — — / 1.D of I o 0 0 - 1.E -- -- 1.F APPROX. ROOF AREA: / L- — — — -- L _ _ 60'x 15'= 900SF - UPPER 60'x 14'= 840SF - LOWER —' CANOPY COLUMN, TYP. APPROX. ROOF AREA: SHELTER BUS BAY FLAG 180' x 15' = 2700SF - UPPER POLE, TYP. 180' x 14' = 2520SF - LOWER 1 06/13/2025 JC DH CC ADDENDUM #1 0 12/10/2024 JC DH CC ISSUED FORBID No. DATE DSN CHK APP REVISION DESIGNED BY: C. CHEANG DRAWN BY: J. CHAN CHECKED BY: D. HOGAN APPROVED BY: C. CHEANG 1141 %, I REGISTERED STATE OF WASH IN SCALE: QW 1 " = 30'-011 Q FILENAME: 45 U w J S 1-BT120-A-v2020 BRT General Engineering Consultant z " SOUNDTRANSIT CONTRACT No.: RTA/OA 0206-19 SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 PLATFORM O GEN E F G CORE FACILITY �K N 30 15 0 30 60 DEVELOPMENT ENGINEERING SCALE IN FEET msippo 11 /25/2025 R-4332329 nRA\Aiir. lr; Nn STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ARCHITECTURE OVERALL ROOF PLAN PLATFORM BT120-ARP311 FACILITY ID: BT120 SHEET No: REV: 407 1 N co co W 0 N O N Q O N H m W CD �I Z Q ry I 0 n ry I (n D m 0 I 0 (.0 00 LO co 0 a I N j N co c/) L o N O O M N N _ m 1 106/13/20251 JC DH CC ADDENDUM #1 0 112/10/20241 JC DH I CC I ISSUED FORBID No. I DATE I DSN I CHK I APP I REVISION PORTABL LADDER TIE -OFF DESIGNED BY: C. CHEANG DRAWN BY: J. CHAN CHECKED BY: D. HOGAN APPROVED BY: C. CHEANG 1141 %, I REGISTERED STATE OF WASH IN A BT120-AEX711 f_% I _%-.1 ILLJ V I\VVI STRUCTURE BELOW, TYP. SCALE: Q w mvrm 1 /8" = 1'-0" Q FILENAME: 4bfTmRIDE U w J S 1-BT120-A-v2020 BRT General Engineering Consultant z " SOUNDTRANSIT CONTRACT No.: RTA/OA 0206-19 SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 k# F C PLATFORM 1)1h� KEY PLAN D a N 8 4 0 8 16 DEVELOPMENT ENGINEERING SCALE IN FEET msippo 11 /25/2025 R-4332330 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ARCHITECTURE PLATFORM ROOF PLAN PLATFORM - SECTOR A DRAWING NO.: BT120-ARP312 FACILITY ID: BT120 SHEET No: REV: 408 1 N co co W 0 N O N Q O N H m W CD �I Z Q Ir I 0 n ry I D m of 0 00 LO co 0 Q_ I cy) N co c/) L o N O M N N _ m 1 106/13/20251 JC I DH I CC I ADDENDUM #1 0 112/10/20241 JC I DH I CC I ISSUED FORBID No. I DATE I DSN I CHK I APP I REVISION DESIGNED BY: C. CHEANG DRAWN BY: J. CHAN CHECKED BY: D. HOGAN APPROVED BY: C. CHEANG 1.A PORTABLE LADDER TIE -OFF A BT120-AE STRIDE PYLON `" I REGISTERED STATE OF WASH IN 1.5 1.6 1.7 0 I IVI VLtJIV IY'%L LII L LIIVL I Y'%LL I IVI VLtJIV IY'%L LII L LIIVL I Y'%LL RESTRAINT SYSTEM ANCHOR RESTRAINT SYSTEM, TYP. ATTACHED TO ROOF STRUCTURE BELOW, TYP. SCALE: Q w 1 /8" = 1'-0" _j mrr U FILENAME: 4bfTJ?IDE w J S 1-BT120-A-v2020 BRT General Engineering Consultant CONTRACT No.: SOUNDTRANSIT RTA/OA 0206-19 SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 F C PLATFORM 11/ KEY PLAN D N N 8 4 0 8 16 F VELOPMENT ENGINEERING SCALE IN FEET msippo 11 /25/2025 R-4332331 nRA\Aiirnir; Nn STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ARCHITECTURE PLATFORM ROOF PLAN PLATFORM - SECTOR B BT120-ARP313 FACILITY ID: BT120 SHEET No: REV: 409 1 N co co W 0 N 0 N Q O N H m W cD �I Z Q ry I n ry I (n am 01 0 (.0 00 LO co 0 Q_ I N co c/) L o N o M N N _ m PORTABLE LADDER TIE -OFF A BT120-AED916 1 106/13/20251 JC I DH I CC I ADDENDUM #1 0 112/10/20241 JC I DH I CC I ISSUED FORBID No. I DATE I DSN I CHK I APP I REVISION 1.8 1.9 1.10 1.11) 1.12 1.13 1.14) 1.15) I I I I I I I I 1 PROVIDE BIRD CONTROL DEVICE BCD-1 ALONG THE CANOPY EDGES, TYP. ------------------------------- ---------------------------------------------------------------- ------- ------------------------------------------------ ---- M 6'-0" TYP. L-- - - - - ------------------------------------------------------------------------------------------------------------------------------------------------------------------- - - - - - J DESIGNED BY: C. CHEANG DRAWN BY: J. CHAN CHECKED BY: D. HOGAN APPROVED BY: C. CHEANG `" I REGISTERED STATE OF WASH IN ENLARGED PLATFORM ROOF - SECTOR C SCALE: 1/8" = 1'-0" —t— t— -------- I II I I I------------------ 7.D — BT120-ARP311 HORIZONTAL LIFE LINE FALL RESTRAINT SYSTEM ANCHOR ATTACHED TO ROOF STRUCTURE BELOW, TYP. ENLARGED PLATFORM ROOF SECTOR D - SHELTER 2 SCALE: 1/8" = V-0" BT120-ARP311 SCALE: QJ 1/8" = 1'-0" U FILENAME: 4bfTmRIDE U) w J S 1-BT120-A-v2020 BRT General Engineering Consultant CONTRACT No.: SOUNDTRANSIT RTA/OA 0206-19 SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: R. PARGAS 112/10/2024 J. ALTCHECH 112/10/2024 12/10/2024 F PLATFORM 11/ KEY PLAN N N 8 4 0 8 16 FDEVESLiOPMENT ENGINEERING SCALE IN FEET o 11 /25/2025 R-4332332 nRA\Aiirnir; Nn STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ARCHITECTURE PLATFORM ROOF PLAN PLATFORM - SECTOR C BT120-ARP314 FACILITY ID: BT120 SHEET No: REV: 410 1 N co O W 0 N O N Q 0 N H m co U w CD �I z Q ry I o n LJ_ I cn D m of 0 00 LO co a 0I � j N CO U) L o N O M N N c.0 m 1.A ST SIGN, TYP. LIGHTING, TYP SYSTEM CAME ACCESS PANEI 7.B 7.0 ST BU: FOf SMj RE) 1.14e A 1.2 BT120-AEX711 PARTIAL REFLECTED CEILING PLAN - WEST SCALE: 1/4" = V-0" BT120-ACP212 t-l-J ■ M -1-1 = LMJ \-L-J 9 LWJ PARTIAL ELEVATION AT CANOPY - BUS BAY 1 SCALE: 1/4" = V-0" DESIGNED BY: C. CHEANG DRAWN BY: J. CHAN CHECKED BY: 1 06/13/2025 JC DH CC ADDENDUM #1 C. CHEANG 0 12/10/2024 JC DH CC ISSUED FOR BID APPROVED BY: No. DATE DSN CHK APP REVISION IIC.CHEANG BT120-AEE812 `" I REGISTERED STATE OF WASH IN (�4:) BT120-AED902 PORTABLE LADDER TIE -OFF NDING LUMN 1, TYP BT120-AED916 1.B 7.0 — 1.1 A ) ( 1.2 BT120-AEX711 PARTIAL ENLARGED PLATFORM ROOF - WEST SCALE: 114" = V-0" SCALE: Qw 1/4" = 1'-0" _j mvrm Q FILENAME: U U) U) 4fTmRIDE w J S 1-BT120-A-v2020 BRT General Engineering Consultant J CONTRACT No.: SOUNDTRANSIT RTA/OA 0206-19 SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 BT120-ARP312 HORIZONTAL LIFE LINE FALL RESTRAINT SYSTEM, TYP. N 4 2 0 4 8 FDEVESLiOPIMENT ENGINEERING SCALE IN FEET o 11/25/2025 R-4332333 STRIDE BUS RAPID TRANSIT DRAWING NO.: SOUTH RENTON TRANSIT CENTER BT120-APD101 BT105 FACILITY ID: ARCHITECTURE BT120 SHEET No: REV: ENLARGED PLATFORM PLANS & ELEVATION PLATFORM 411 1 co co W 0 N 0 N Q 0 N_ H m U) U W (DI Z Q ry H I n ry I am 0 I 0 (.0 00 LO co a 0I ti N CO U) L o N O o M N N c.0 m SIGNATE TYPES (NTS): 3'-0" 3'-0" 0 7'-11" 0)i TYPE A7 STATION IDENTIFICATION SEE A/BT120-AED914 FOR MOUNTING DETAIL CV 28 1 /2" 28 1 /2" 9 1 / / \ BT120-ANP213 1 BT120-ANP214 1.5 Y_ \ 1.7 1.8 1.9 1.10 E 7 7 N 3'-9" 11 D_ N 6'-4" - - - Z Z C) O TYPE B2 / TYPE D2 PLATFORM IDENTIFICATION SEE A/ BT120-AED914 FOR MOUNTING DETAIL 1 06/13/2025 JC DH CC ADDENDUM #1 0 12/10/2024 JC DH CC ISSUED FORBID No. DATE DSN CHK APP REVISION ce) N Oif 60 rn 0 N if TYPE B6 CUSTOMER INFORMATION SEE C/BT120-AED914 FOR MOUNTING DETAIL COLUMN N TYPE C6 C1 - DUAL CUSTOMER SIGNS INFORMATION SEE D/ BT120-AED914 FOR MOUNTING DETAIL DESIGNED BY: C. CHEANG DRAWN BY: J. CHAN CHECKED BY: D. HOGAN APPROVED BY: C. CHEANG US BAY 1 BT120-ANP215 1,1.15I 1.16 1.17� C= BUS BA- a ]r ----------- 4I- 1.D n I- 1.E - - - I- 1.F _j Li _00 I / F_ BUS BAY 7 F_ BUTS BAY46 1 F_ BUS BAY 5 I / I I � I ----------------------_�---------------------- 3'-9" `"""170CREE11q OE 1 ' 5" N O O -' co O O N TYPE C3 TYPE D14 TYPE F3 CUSTOMER DIRECTIONAL FACILITY INFORMATION SEE B/BT120-AED915 SEE C/BT120-AED914 FOR MOUNTING FOR MOUNTING DETAIL DETAIL TYPE E1/E6 FACILITY SEE E/ BT120-AED91 FOR MOUNTING DETAIL #A1 STAINLESS STEEL RAILINGS, GDR-9 0 - O O 60 6 TYPE F1 FACILITY SEE C/ BT120-AED915 FOR MOUNTING DETAIL 9849 Q w \ REGISTERED U J ARCHI � U) AN L M I BRT General Engineering Consultant z LL STATE FF WSHINGT SUBMITTED BY: R. PARGAS DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH a w TYPE R3 REGULATORY MOUNTING DETAIL PROVIDE BY SOUND TRANSIT SCALE: M;Vmr=" 1 "=30'-0" FILENAME: S 1-BT120-A-v2020 SOUNDTRANSIT CONTRACT No.: RTA/OA 0206-19 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 SIGNAGE GRAPHIC L' SIGNAGE TAG STA = GEND: 1 STA - F2.A -XXX A/BT120-AED9XX SOUND TRANSIT STATION CODE BT120 (SOUTH RENTON TRANSIT CENTER) F2.A = SIGN TYPE. LAYOUT TYPE XXX = UNIQUE LOCATION # - = INDICATION OF PRIMARY SIGN FACE = INDICATION OF SECONDARY SIGN FACE 0AIL EA/BT120-AED9XX = MOUNTING DET NOTES: 1. SEE CIVIL DRAWINGS BT120-CMP100 TO BT120-CMP205 FOR SITE SIGNAGE, AND TYPE R SIGNS THAT ARE OUTSIDE OF BUS PLATFORM AREA. 1 2. BUILDING INFORMATION SIGNAGE IS INCLUDED IN THIS CONTRACT. FOR BUILDING INFORMATION SIGNAGE REFER TO SPECIFICATION SECTION 10 14 13 - BUILDING INFORMATION SIGNAGE. ALL OTHER SIGNAGE, INCLUDING SIGNAGE PANELS, INTEGRAL PENDANTS, INTEGRAL POLES, INTEGRAL MOUNTING BRACKETS, AND FASTENERS SHALL BE PROVIDED AND INSTALLED BY SIGNAGE INSTALLER UNDER A SEPARATE CONTRACT. 3. FOR PLATFORM SIGNAGE MOUNTING HEIGHTS ARE PROVIDED ON BT120-ANP211 TO 215, TYP. SEE ADDITIONAL INFORMATION ON BT120-AEE ELEVATION DRAWING SERIES 4. NO MOUNTING DETAIL IN CALLOUT INDICATES ADHESION INSTALLATION. SIGNS WITH (*) TO INDICATE MOUNTING BRACKET BY SOUND TRANSIT. 5. COORDINATE WITH EXTERIOR AND INTERIOR ELEVATIONS FOR LOCATION OF WALL -MOUNTED SIGNS. 6. SIGNS AND ACCESSORIES ARE IN SEPARATE SIGNAGE CONTRACT. THEY ARE GRAPHICALLY SHOWN IN HALF TONE. 7. SIGNS REQUIRING BLOCKING OR ATTACHMENT SUPPORTS OR FOOTINGS UNDER THIS CONTRACT ARE IDENTIFIED BY SIGNAGE MOUNTING DETAILS PROVIDED IN THIS CONTRACT. PLATFORM - E 1 F N G H CORE 30 15 0 30 60 FACILITY GEN j I I KEY PLAN SCALE IN FEET DEVELOPMENT ENGINEERING msippo 11 /25/2025 ul R-4332334 STRIDE BUS RAPID TRANSIT DRAWING NO.: SOUTH RENTON TRANSIT CENTER BT120-ANP211 BT105 FACILITY ID: ARCHITECTURE BT120 SHEET No: REV: OVERALL SIGNAGE PLAN PLATFORM 412 1 co co W 0 N 0 N 0 N_ H m co U W (DI (n Z Q ry H I n ry I (n D m 0 I 0 00 LO co a 0I N CO U) L o N o M N N c.0 m 1.1 ..2 1.3 1.4 ---- ----- -I BUS BAY 1 34'-0" BT120-E1-401 E/BT120-AED914 BT120-A7-001 A/BT120-AED914 BT120-E6-409 E/BT120-AED914 -- — — — — — — — — — — — — — — - 1.A - - - - - - 1 - - - - - - - - - - STRIDE DIGITAL SIGN L J ° BT120-C6-205 D/BT120-AED914 BT120-C6-203 D/BT120-AED9141 BT120-B2-102 A/BT120-AED914 1t��RT120-C3-2'02 B BT120-C6-216 D/BT120-AED914 C/BT120-AED914 BT120-B2-106 A/BT120-AED914 BT120-C6-204 D/BT120-AED914BT120-B2-101 A/BT120-AED914 0BT120-C6-215 D/BT120-AED914 BT120-C6-206 D/BT120-AED914 q-- 7;01 T - - - - - - --BT120-R3-701-A/BT120-AED915 SIGNATE TYPES (NTS): 3'-0" 3'-0" 0 7'-11" TYPE A7 STATION IDENTIFICATION SEE A/BT120-AED914 FOR MOUNTING DETAIL BT120-D2-307 A/BT120-AED914 6'-4" c'4 t 28 1 /2" 28 1 /2" 31-9" D_ N 6'-4" - - Z Z o 0 TYPE B2 / TYPE D2 PLATFORM IDENTIFICATION SEE A/ BT120-AED914 FOR MOUNTING DETAIL 1 06/13/2025 JC DH CC ADDENDUM #1 0 12/10/2024 JC DH CC ISSUED FORBID No. DATE DSN CHK APP REVISION co N O� 600-) O N TYPE B6 CUSTOMER INFORMATION SEE C/BT120-AED914 FOR MOUNTING DETAIL COLUMN D N TYPE C6 C1 - DUAL CUSTOMER SIGNS INFORMATION SEE D/ BT120-AED914 FOR MOUNTING DETAIL DESIGNED BY: C. CHEANG DRAWN BY: J. CHAN CHECKED BY: D. HOGAN APPROVED BY: C. CHEANG 98\49 REGISTERED J ARCHI AN LAM �C STATE OF WASH INGT BT120-R3-702 A/BT120-AED915 (*) CANOPY ABOVE OUTLINE `"""17SCREE114 VI E 19'-0" 7120-F3-A-501 B/BT120-AED915 _ SMART CARD, TYP (BY OTHERS) N 11 PBA (BY OTHERS) STRIDE PYLON 3'-91 ' 5" " � ' O co 00 . CD N TYPE C3 TYPE D14 TYPE F3 TYPE E1/E6 TYPE F1 CUSTOMER DIRECTIONAL FACILITY FACILITY FACILITY INFORMATION SEE B/BT120-AED915 SEE E/BT120-AED91 SEE C/BT120-AED915 SEE C/BT120-AED914 FOR MOUNTING FOR MOUNTING FOR MOUNTING FOR MOUNTING DETAIL DETAIL DETAIL DETAIL F)l 4STmRIDE BRT General Engineering Consultant SUBMITTED BY: DATE: REVIEWED BY: R. PARGAS 12/10/2024 J. ALTCHECH STAINLESS STEEL RAILINGS, GDR-9 2'-6" U w C'1 W 0 TYPE R3 REGULATORY MOUNTING DETAIL PROVIDE BY SOUND TRANSIT SCALE: Q w mrr 1/8" = 1'-0" Q FILENAME: cn w C/) J S 1-BT120-A-v2020 z J U_ SOUNDTRANSIT CONTRACT No.: RTA/OA 0206-19 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 IM _M IN N m a z IL Lli I Q Q JICD CD N N VIm m �Ina IW W SIGNAGE GRAPHICtOEGEND:SIGNAGE TAG STA - F2.A -XXX A/BT120-AED9XX STA = SOUND TRANSIT STATION CODE BT120 (SOUTH RENTON TRANSIT CENTER) F2.A = SIGN TYPE. LAYOUT TYPE XXX = UNIQUE LOCATION # - = INDICATION OF PRIMARY SIGN FACE = INDICATION OF SECONDARY SIGN FACE 1 EA/BT120-AED9XX = MOUNTING DETAIL NOTES: 1. SEE CIVIL DRAWINGS BT120-CMP100 TO BT120-CMP205 FOR SITE SIGNAGE, AND TYPE R SIGNS THAT ARE OUTSIDE OF BUS PLATFORM AREA. 2. BUILDING INFORMATION SIGNAGE IS INCLUDED IN THIS CONTRACT. FOR BUILDING INFORMATION SIGNAGE REFER TO SPECIFICATION SECTION 10 14 13 - BUILDING INFORMATION SIGNAGE. ALL OTHER SIGNAGE, INCLUDING SIGNAGE PANELS, INTEGRAL PENDANTS, INTEGRAL POLES, INTEGRAL MOUNTING BRACKETS, AND FASTENERS SHALL BE PROVIDED AND INSTALLED BY SIGNAGE INSTALLER UNDER A SEPARATE CONTRACT. 3. FOR PLATFORM SIGNAGE MOUNTING HEIGHTS ARE PROVIDED ON BT120-ANP211 TO 215, TYP. SEE ADDITIONAL INF RMATION ON BT120-AEE ELEVATION DRAWING SERIE 4. NO MOUNTING DETAIL IN CALLOUT INDICATES ADHESION INSTALLATION. SIGNS WITH (*) TO INDICATE MOUNTING BRACKET BY SOUND TRANSIT. 1 5. COORDINATE WITH EXTERIOR AND INTERIOR ELEVATIONS FOR LOCATION OF WALL -MOUNTED SIGNS. 6. SIGNS AND ACCESSORIES ARE IN SEPARATE SIGNAGE CONTRACT. THEY ARE GRAPHICALLY SHOWN IN HALF TONE. 7. SIGNS REQUIRING BLOCKING OR ATTACHMENT SUPPORTS OR FOOTINGS UNDER THIS CONTRACT ARE IDENTIFIED BY SIGNAGE MOUNTING DETAILS PROVIDED IN THIS CONTRACT. C PLATFORM E F G H CORE I FACILITY GEN KEY PLAN D O IN 8 4 0 8 16 A A A -A 3 - I I Emi iiiii DEVELOPMENT ENGINEERING 7SCALE IN FEET msippo 11 /25/20250] R-4332335 STRIDE BUS RAPID TRANSIT DRAWING NO.: SOUTH RENTON TRANSIT CENTER BT120-ANP212 BT105 FACILITY ID: ARCHITECTURE BT120 SHEET No: REV: PLATFORM SIGNAGE PLAN PLATFORM - SECTOR A 413 1 co co W 0 N 0 N 0 N_ H m co U W (DI (n Z Q ry H I D_ ry I (n D m oI 0 00 LO co Q_ 0 I rn < N CO U) L o N o M N N c.0 m SIGNATE TYPES (NTS): 3'-0" 3'-0" 0 7'-11" TYPE A7 STATION IDENTIFICATION SEE A/BT120-AED914 FOR MOUNTING DETAIL IT" lN LU Zlo JIN =IF_ 01m Q10 213: Jim IW I� (�1. B)_ - - 1.5 1.6 1.7 I I � I I I I \ KCM RTIS \ BUS BAY 2 - 11 \ -------------— --———— — — — — —— BT120-E1-402, E/BT120-AED914 SMARTCARD (BY t BT120-C6-209 D/BT120-AED914 I BT120-E6-410 E/BT120-AED914 I i OTHERS), TYP. BT120-C6-208 D/BT120-AED914 \ B 120-TVM DECAL , TYP. STRIDE BT120-C6-207 D/BT120-AED914 BT120-D2-304 A/BT120-AED914 PYLON B\ T\12- 0\- C3-212 C/BT120-AED914 04 BT120-B2-107 A/BT120-AED914 BT120-C6213 D/BT120-AED914--T120-B2-103 A/BT120-AED914 I \ ----f-19'-6 1 /2" S RIDE DIGITAL / �_ � I I L J 10 O BT120-F3.A-508 E/BT120-AED914 BT120-E6-417 E/BT120-AED914 6'-4" c'4 t 28 1 /2" 28 1 /2" 31-9" Q_ N 6'-4" - - Z Z o 0 TYPE B2 / TYPE D2 PLATFORM IDENTIFICATION SEE A/ BT120-AED914 FOR MOUNTING DETAIL 1 06/13/2025 JC DH CC ADDENDUM #1 0 12/10/2024 JC DH CC ISSUED FORBID No. DATE DSN CHK APP REVISION ce) N O� 6� O N TYPE B6 CUSTOMER INFORMATION SEE C/BT120-AED914 FOR MOUNTING DETAIL 0 COLUMN D N TYPE C6 C1 - DUAL CUSTOMER SIGNS INFORMATION SEE D/ BT120-AED914 FOR MOUNTING DETAIL DESIGNED BY: C. CHEANG DRAWN BY: J. CHAN CHECKED BY: D. HOGAN APPROVED BY: C. CHEANG 98\49 REGISTERED J ARCHI AN LAM �C STATE OF WASH INGT BT120-F3.A-502 B/BT120-AED915 S GNS, TYP. �------------------------ - -- ---------------- - — — — — — — — — — — I� — PBA (BY OTHERS), TYP. BUS BAY 8 BT120-E1-408 E/BT120-AED914 II — ——BT120-E6-411—E/BT120-AED914— — i `"""170CREEN VI E 3'-91 ' 5" " � ' O co 00 . CD N TYPE C3 TYPE D14 TYPE F3 TYPE E1/E6 TYPE F1 CUSTOMER DIRECTIONAL FACILITY FACILITY FACILITY INFORMATION SEE B/BT120-AED915 SEE E/BT120-AED91 SEE C/BT120-AED915 SEE C/BT120-AED914 FOR MOUNTING FOR MOUNTING FOR MOUNTING FOR MOUNTING DETAIL DETAIL DETAIL DETAIL F)l 4STmRIDE BRT General Engineering Consultant SUBMITTED BY: DATE: REVIEWED BY: R. PARGAS 12/10/2024 J. ALTCHECH CANOPY ABOVE 0 STAINLESS STEEL RAILINGS, GDR-9 2'-6" a C'1 W TYPE R3 REGULATORY MOUNTING DETAIL PROVIDE BY SOUND TRANSIT SCALE: Q w mrr 1/8" = 1'-0" Q FILENAME: cn w C/) J S 1-BT120-A-v2020 z J U_ SOUNDTRANSIT CONTRACT No.: RTA/OA 0206-19 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 SIGNAGE GRAPHIC L' SIGNAGE TAG STA = F2.A = XXX = GEND: V STA - F2.A -XXX A/BT120-AED9XX SOUND TRANSIT STATION CODE BT120 (SOUTH RENTON TRANSIT CENTER) SIGN TYPE. LAYOUT TYPE UNIQUE LOCATION # INDICATION OF PRIMARY SIGN FACE = INDICATION OF SECONDARY SIGN FACE 1 A/BT120-AED9XX = MOUNTING DETAIL NOTES: 1. SEE CIVIL DRAWINGS BT120-CMP100 TO BT120-CMP205 FOR SITE SIGNAGE, AND TYPE R SIGNS THAT ARE OUTSIDE OF BUS PLATFORM AREA. 2. BUILDING INFORMATION SIGNAGE IS INCLUDED IN THIS CONTRACT. FOR BUILDING INFORMATION SIGNAGE REFER TO SPECIFICATION SECTION 10 14 13 - BUILDING INFORMATION SIGNAGE. ALL OTHER SIGNAGE, INCLUDING SIGNAGE PANELS, INTEGRAL PENDANTS, INTEGRAL POLES, INTEGRAL MOUNTING BRACKETS, AND FASTENERS SHALL BE PROVIDED AND INSTALLED BY SIGNAGE INSTALLER UNDER A SEPARATE CONTRACT. 3. FOR PLATFORM SIGNAGE MOUNTING HEIGHTS ARE PROVIDED ON BT120-ANP211 TO 215, TYP. SEE ADDITIONAL INFORMATION ON BT120.AEE ELEVATION DRAWING SERIES. 4. NO MOUNTING DETAIL IN CALLOUT INDICATES ADHESION INSTALLATION. SIGNS WITH (*) TO INDICATE MOUNTING BRACKET BY SOUND TRANSIT. 1 5. COORDINATE WITH EXTERIOR AND INTERIOR ELEVATIONS FOR LOCATION OF WALL -MOUNTED SIGNS. 6. SIGNS AND ACCESSORIES ARE IN SEPARATE SIGNAGE CONTRACT. THEY ARE GRAPHICALLY SHOWN IN HALF TONE. 7. SIGNS REQUIRING BLOCKING OR ATTACHMENT SUPPORTS OR FOOTINGS UNDER THIS CONTRACT ARE IDENTIFIED BY SIGNAGE MOUNTING DETAILS PROVIDED IN THIS CONTRACT. C PLATFORM E F G H CORE I FACILITY GEN KEY PLAN D O IN 8 4 0 8 16 A A A -A 3 - I I Emi I DEVELOPMENT ENGINEERING SCALE IN FEET msippo 11 /25/2025 01 1 R-4332336 STRIDE BUS RAPID TRANSIT DRAWING NO.: SOUTH RENTON TRANSIT CENTER BT120-ANP213 BT105 FACILITY ID: ARCHITECTURE BT120 SHEET No: REV: PLATFORM SIGNAGE PLAN PLATFORM - SECTOR B 414 1 co co O 6 A W 0 N 0 N 0 N_ H m U) U W (DI (n Z Q H I n ry I D m 0 I 0 0 00 LO co 0 a I o < c� co � L o N O N N _ c.0 m SIGNATE TYPES (NTS): 3'-0" 3'-0" 7'-11" TYPE A7 STATION IDENTIFICATION SEE A/BT120-AED914 FOR MOUNTING DETAIL NOTES: 1. SEE CIVIL DRAWINGS BT120-CMP100 TO BT120-CMP205 FOR SITE SIGNAGE, AND TYPE R SIGNS THAT ARE OUTSIDE OF BUS PLATFORM AREA. 2. BUILDING INFORMATION SIGNAGE IS INCLUDED IN THIS CONTRACT. FOR BUILDING INFORMATION SIGNAGE REFER TO SPECIFICATION SECTION 10 14 13 - BUILDING INFORMATION SIGNAGE. ALL OTHER SIGNAGE, INCLUDING SIGNAGE PANELS, PENDANTS, POLES, INTEGRAL MOUNTING BRACKETS, AND FASTENERS SHALL BE PROVIDED AND INSTALLED BY SIGNAGE INSTALLER UNDER A SEPARATE CONTRACT. 3. FOR PLATFORM SIGNAGE MOUNTING HEIGHTS ARE PROVIDED ON BT120-ANP211 TO 215, TYP. SEE ADDITIONAL INFORMATION ON BT120-AEE ELEVATION DRAWING SERIES. 1 4. NO MOUNTING DETAIL IN CALLOUT INDICATES ADHESION INSTALLATION. SIGNS WITH (*) TO INDICATE MOUNTING BRACKET BY SOUND TRANSIT. 5. COORDINATE WITH EXTERIOR AND INTERIOR ELEVATIONS FOR LOCATION OF WALL -MOUNTED SIGNS. 6. SIGNS AND ACCESSORIES ARE IN SEPARATE SIGNAGE CONTRACT. THEY ARE GRAPHICALLY SHOWN IN HALF TONE. AGE GRAPHIC L GEND: SIGNAGE TAG = STA - F2.A -XXX A/BT120-AED9XX STA = SOUND TRANSIT STATION CODE BT120 (SOUTH RENTON TRANSIT CENTER) F2.A = SIGN TYPE. LAYOUT TYPE XXX = UNIQUE LOCATION # INDICATION OF PRIMARY SIGN FACE = INDICATION OF SECONDARY SIGN FACE A/BT120-AED9XX = MOUNTING DETAIL 1 7. SIGNS REQUIRING BLOCKING OR ATTACHMENT SUPPORTS OR FOOTINGS UNDER THIS CONTRACT ARE IDENTIFIED BY SIGNAGE MOUNTING DETAILS PROVIDED IN THIS CONTRACT. 1.8 1.9 ! 1.10 1.11 1.12 1 1.13 1.14 1.15 I � 1 I I I I I I I I I I EDGE OF CANOPY ABOVE 5'-1" BUS BAY 3 - EDGE CANOPYABOVE BT120-E1-403 E/BT120-AED914 BT120-E6-413 E/BT120-AED914 I y I i y I y I I y I I y -- — 7 7'120-AED914 ---- KCM BT120-C6-210 D/BT120-AED914 j KCM RTIS \ - — ---- ---- I I I i I I BT120-D2-305 A/BT120-AED914 BT120-132-104 A/BT120-AED914 BT120-132-105 A/BT BT120-C6-214 D/BT120-AED914 BT120-B2-110 C/BT120-AED914 I _ "BT1-I BT120-C6-211 D/BT120-AED914 r y BT120-E6-412 E/BT120-AED914 �� - - - L - - - - - - - - KCM RTIS - - - - - - - - - - - - - - - - - BT120-E6-414 - - - - - - - - - �� ---- KCM RTIS L J --r- BT120-D2-306 A/BT120-AED914 E/BT120-AED914 ---- BT120-E1-407 E/BT120-AED914 - - - - - - - - - -------- --- - - - - - - - - - - - - - - - - - - - - - - ----- y - M BUS BAY 7 I I I I I� Vlm QI� 0 W CV 28 1 /2" 28 1 /2" N I 3'11 -9" a N p CV 6'-4" Z Z o 0 TYPE B2 / TYPE D2 PLATFORM IDENTIFICATION SEE A/BT120-AED914 FOR MOUNTING DETAIL 1 06/13/2025 JC DH CC ADDENDUM #1 0 12/10/2024 JC DH CC ISSUED FORBID No. DATE DSN CHK APP REVISION M N O? 6 O N TYPE B6 CUSTOMER INFORMATION SEE C/BT120-AED914 FOR MOUNTING DETAIL COLUMN D N TYPE C6 C1 - DUAL CUSTOMER SIGNS INFORMATION SEE D/ BT120-AED914 FOR MOUNTING DETAIL DESIGNED BY: C. CHEANG DRAWN BY: J. CHAN CHECKED BY: D. HOGAN APPROVED BY: C. CHEANG 98\49 REGISTERED J ARCHI AN LAM �C STATE OF WASHINGT `A11 " )SCREEN VIE 3'-91 ' 5" " � ' O - 1 N o o _ ' o o r 1 CIO00 . O O N If TYPE C3 TYPE D14 TYPE F3 TYPE E1/E6 TYPE F1 CUSTOMER DIRECTIONAL FACILITY FACILITY FACILITY INFORMATION SEE B/BT120-AED915 SEE E/BT120-AED91 SEE C/BT120-AED915 SEE C/BT120-AED914 FOR MOUNTING FOR MOUNTING FOR MOUNTING FOR MOUNTING DETAIL DETAIL DETAIL DETAIL TJ?IDE BRT General Engineering Consultant SUBMITTED BY: DATE: REVIEWED BY: R. PARGAS 12/10/2024 J. ALTCHECH BT120-E1-406 E/BT120-AED914 BUS BAY 6 STAINLESS STEEL RAILINGS, GDR-9 2'-6" LLI C'1 W TYPE R3 REGULATORY MOUNTING DETAIL PROVIDE BY SOUND TRANSIT SCALE: Q wmrr 1/8" = 1'-0" Q FILENAME: c/) w C/) J S 1-BT120-A-v2020 z J SOUNDTRANSIT CONTRACT No.: RTA/OA 0206-19 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 T" N I I �a �-o N H � m PLATFORM E F G H CORE FACILITY GENE KEY PLAN D O (irN W W U) 8 4 0 8 16 SCALE IN FEET DEVELOPMENT ENGINEERING 1.D 1.E 1.17 msippo 11 /25/2025 R-4332337 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ARCHITECTURE PLATFORM SIGNAGE PLAN PLATFORM - SECTOR C DRAWING NO.: BT120-ANP214 FACILITY ID: BT120 SHEET No: REV: 415 1 N co co LU 0 N 0 N 0 N_ H m U W (DI H (n Z Q H I I D m 0 I 0 00 LO co W QI ci (D L o N o M N - N c.0 m 1.15 1.16 F_ BUS BAY 4 - BT120-F1.K-509 C/BT120-AED915 0- ` _ q CES �❑ 2'-0" 3,_6„ NOTES: SIGNAGE GRAPHIC L GEND: 1 SIGNAGE TAG = STA - F2.A -� A/BT120-AED9XX 1. SEE CIVIL DRAWINGS BT120-CMP100 TO BT120-CMP205 FOR SITE SIGNAGE, AND TYPE R SIGNS THAT ARE OUTSIDE OF BUS PLATFORM AREA. STA - SOUND TRANSIT STATION CODE 2. BUILDING INFORMATION SIGNAGE IS INCLUDED IN THIS CONTRACT. FOR BUILDING INFORMATION BT120 (SOUTH RENTON TRANSIT CENTER) SIGNAGE REFER TO SPECIFICATION SECTION 10 14 13 - BUILDING INFORMATION SIGNAGE. ALL OTHER SIGNAGE, INCLUDING SIGNAGE PANELS, PENDANTS, POLES, INTEGRAL MOUNTING BRACKETS, AND F2.A = SIGN TYPE. LAYOUT TYPE FASTENERS SHALL BE PROVIDED AND INSTALLED BY SIGNAGE INSTALLER UNDER A SEPARATE CONTRACT. XXX = UNIQUE LOCATION # 3. FOR PLATFORM SIGNAGE MOUNTING HEIGHTS ARE PROVIDED ON BT120-ANP211 TO 215, TYP. SEE = INDICATION OF PRIMARY SIGN FACE ADDITIONAL INFORMATION ON BT120-AEE ELEVATION DRAWING SERIES. = INDICATION OF SECONDARY SIGN FACE 4. NO MOUNTING DETAIL IN CALLOUT INDICATES ADHESION INSTALLATION. SIGNS WITH (*) TO INDICATE MOUNTING BRACKET BY SOUND TRANSIT. 1 1 A/BT120-AED9XX - MOUNTING DETAI 5. COORDINATE WITH EXTERIOR AND INTERIOR ELEVATIONS FOR LOCATION OF WALL -MOUNTED SIGNS. 6. SIGNS AND ACCESSORIES ARE IN SEPARATE SIGNAGE CONTRACT. THEY ARE GRAPHICALLY SHOWN IN HALF TONE. 1.17) 7. SIGNS REQUIRING BLOCKING OR ATTACHMENT SUPPORTS OR FOOTINGS UNDER THIS CONTRACT ARE 1 I BT120-E1-404 E/BT120-AED914 BT120-E6-415 E/BT120-AED914 � I BT120-136-109 C/BT120-AED914 LIGHT POLE, TYP, 12'-0" 36-0" 1� 54'-0" BT120-136-108 C/BT120-AED914 BTI 120-D 1 C/BT120-AED914 BT120-E6-416 E/BT120-AED914 BUS BAY 5 BT120-E1-405 E/BT120-AED914 I I I I q BT120-D14-309 C/BT120-AED914 SIGNATE TYPES (NTS): 6'-4" 1 COLUMN WINDSCREEN STAINLESS N FRAME ID STEEL 1'-5" '_ " RAILING S 3 9 q -9 3 -0 3 -0 28 1 /2 128 1 /2„ 31 " � GDR-9 2'-611 c D o 7'-11" 6'-4" - o - - N o o ❑ Z Z o CD 0 0 � PLATFORM --1 -M N O M M co_ _ E 1 60 o o N 0 0 0 (� F li N N N W G TYPE A7 TYPE B2 / TYPE D2 TYPE B6 TYPE C6 C1 - DUAL TYPE C3 TYPE D14 TYPE F3 TYPE E1/E6 TYPE F1 TYPE R3 H STATION PLATFORM CUSTOMER CUSTOMER SIGNS CUSTOMER DIRECTIONAL FACILITY FACILITY FACILITY REGULATORY CORE E:1 8 4 0 8 16 IDENTIFICATION IDENTIFICATION INFORMATION INFORMATION INFORMATION SEE B/BT120-AED915 SEE E/BT120-AED91 SEE C/BT120-AED915 MOUNTING DETAIL FACILITY I SEE A/BT120-AED914 SEE A/BT120-AED914 SEE C/BT120-AED914 SEE D/BT120-AED914 SEE C/BT120-AED914 FOR MOUNTING FOR MOUNTING FOR MOUNTING PROVIDE BY SOUND DETAIL DETAIL DETAIL TRANSIT N KEY PLAN DEVELOPMENT ENGINEERING SCALE IN FEET FOR MOUNTING DETAIL FOR MOUNTING DETAIL FOR MOUNTING DETAIL FOR MOUNTING DETAIL FOR MOUNTING DETAIL ,� msippo 11 /25/2025 R-4332338 DESIGNED BY: SCALE: DRAWING NO.: C. CHEANG Q w 1/8" = 1'-0" STRIDE BUS RAPID TRANSIT BT120-ANP215 DRAWN BY: 9849L RIDE ED 0 FILENAME: SOUTH RENTON TRANSIT CENTER J. CHAN w S1-BT120-A-v2020 BT105 FACILITY ID: CHECKED BY: CBRT General Engineering Consultant z "S UNDTRANSIT CONTRACT No.: BT120 1 06/13/2025 JC DH CC ADDENDUM #1 D. HOGAN STATT RTA/OA 0206-19 ARCHITECTURE SHEET No: REV: 0 12/10/2024 JC DH CC ISSUED FORBID APPROVED BY: SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: PLATFORM SIGNAGE PLAN No. DATE DSN CHK APP REVISION IC.CHEANG I R. PARGAS 112/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 PLATFORM - SECTOR D 416 1 N co co O W 0 N O N Q O N H m co U w cD I z Q ry I 0 n ry I D am 01 0 co 00 LO co Q_ I N co N � o N Cfl O cy) N m r 1 06/13/2025 JC DH CC ADDENDUM #1 0 12/10/2024 JC DH I CC I ISSUED FOR BID No. I DATE I DSN I CHK I APP I REVISION 1.0 1.B 1.A 14'-0" 14'-0" DESIGNED BY: C. CHEANG DRAWN BY: J. CHAN CHECKED BY: D. HOGAN APPROVED BY: C. CHEANG %" ' REGISTERED STATE OF WASH IN SUBMITTED BY: R. PARGAS GENERAL NOTES: 1 2 3 El 5. A 6. BT120-AEX712 WEST ELEVATION FACING RAINIER AVENUE S. - SECTOR D SCALE: 1/2" = 1'-0" DATE: 12/10/2024 Q w U 4fTmRIDE c/) C/) W J BRT General Engineering Consultant z " SOUNDTRANSIT REVIEWED BY: J. ALTCHECH DATE: 12/10/2024 SCALE: 1/2" = 1'-0" FILENAME: S 1-BT120-A-v2020 CONTRACT No.: RTA/OA 0206-19 SUBMITTAL DATE: 12/10/2024 ALL BENCHES ON PLATFORM ARE BENCH-1 TYPE, TYP, UNO. ALL LEAN RAILS ARE LR-1, TYP. ART GLASS UNIT, APA-1 SHALL BE PROVIDED BY OTHERS AT CLERESTORIES AND UPPER PORTION OF WINDSCREEN. CONTRACTOR TO COORDINATE WITH SUPPLIER TO ASSEMBLY UNIT TO ALUMINUM STOREFRONT SYSTEM SF-1 FOR INSTALLATION. ACCENT STRIPS ON COLUMN CLADDINGS ARE PAINTED C-3, TYP, UNO. ACCENT STRIP ON COLUMN CLADDING AT BAY 2 AND BAY 7 TO BE PAINTED C-4. LOCATE DRAIN CLEANOUT AT COLUMN SIDE CLEAR FROM WINDSCREEN, TVM, OR ANY OBJECTS ON THE PLATFORM ',CESS. >R COLOR NOTES: VAY GRAY, CMYK 0/0/0/80 GRAY, CMYK 0/0/0/6 TEAL, CMYK 92/23/22/32 RAPID RIDE PANTONE 7427, 7427 C, 7427 U 2 1 0 2 4 I DEVELOPMENT ENGINEERING SCALE IN FEET %.wl msippo 11 /25/2025 R-4332339 STRIDE BUS RAPID TRANSIT DRAWING NO.: SOUTH RENTON TRANSIT CENTER BT120-AEE811 BT105 FACILITY ID: ARCHITECTURE BT120 SHEET No: REV: EXTERIOR ELEVATIONS PLATFORM - END 417 1 N co co O W 0 N O N Q O N H m U) W CD I H (n Z Q ry H I 0 I D m of 0 co 00 LO Q M �c) QI o � D L N O O �p N cy) O CO wl STRIDE PYLON 1.4 24'-0" 1.3 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I II II I CONTINUOUS CANOPY FASICA, C-2, TYP. ch CLOSED CIRCUIT ao TELEVISION CAMERA, TYP. I 0 I I CLERESTORY FOR ART GLASS INSTALLATION APA-1, ALUMINUM STOREFRONT FRAME, SF-1, TYP. I_ � 5'-1011 TICKET VENDING MACHINE BENCH-2 o 00 0 I 1.2 24'-0" A BT120-APD101 r�STEEL CLADDING, 1 � C-2, TYP. ST SIGNAGE, TYP. WINDSCREEN 5'-10" 5'-10" PLASTIC GLAZING, GTYP PP-1, TYP. METAL COLUMN -F COVER, C-1, TYP - a N— \ \-- PUSH BUTTON AUDIO I L--------—--————————————————— — — — — —J BENCH SMART SMART CARD READER n12 BT120-AI D908 �� NORTH ELEVATION AT CANOPY - BUS BAY 1 SCALE: 1 /4" = 1'-0" n13 24'-0" DIGITAL SIGN - STRIDE ACCESS HATCH, TYP. BT120-APP212 LR-1, TYP A �6 BT120-AEX711 1.4 24'-0" 24'-0" 24'-0" 1.1 GENERAL NOTES: 1. ALL BENCHES ON PLATFORM ARE BENCH-1 TYPE, TYP, UNO. 2. ALL LEAN RAILS ARE LR-1, TYP. 3. ART GLASS UNIT, APA-1 SHALL BE PROVIDED BY OTHERS AT CLERESTORIES AND UPPER PORTION OF WINDSCREEN. CONTRACTOR TO COORDINATE WITH SUPPLIER TO ASSEMBLY UNIT TO ALUMINUM STOREFRONT SYSTEM SF-1 FOR INSTALLATION. 4. ACCENT STRIPS ON COLUMN CLADDINGS ARE PAINTED C-3, TYP, UNO. 5. ACCENT STRIP ON COLUMN CLADDING AT BAY 2 AND BAY 7 TO BE PAINTED C-4. 6. LOCATE DRAIN CLEANOUT AT COLUMN SIDE CLEAR FROM WINDSCREEN, TVM, OR ANY OBJECTS ON THE PLATFORM FOR ACCESS. EXTERIOR COLOR NOTES: C-1: RAILWAY GRAY, CMYK 0/0/0/80 C-2: LAND GRAY, CMYK 0/0/0/6 C-3: WAVE TEAL, CMYK 92/23/22/32 C-4: KCM RAPID RIDE PANTONE 7427, 7427 C, 7427 U RECESS LIGHT FIXTURE, TYP. METAL FASCIA, C-2, TYP. METAL SOFFIT PANEL, TYP. METAL FASCIA, C-2, TYP. LIGHT FIXTURE, TYP. TRASH/ RECYCLING RECEPTACLES TOP OF BUS BAY PLATFORM, TYP. .......... SMART CARD READER 4 2 0 4 8 TRASH/RECYCLING RECEPTACLES, TYP. SOUTH ELEVATION AT CANOPY - BUS BAY g SCALE IN FEET DEVELOPMENT ENGINEERING A I SCALE: 1/4" = 1'-0" BT12�� 212 ' msippo 11/25/2025 R-4332340 DESIGNED BY: SCALE: DRAWING NO.: C. CHEANG Q w 1/4" = 1'-0" STRIDE BUS RAPID TRANSIT DRAWN BY: N"4'FREGISTERED U FILENAME: SOUTH RENTON TRANSIT CENTER BT120-AEE812 J. CHAN TECT-) w J S1-BT120-A-v2020 BT105 FACILITY ID: TmRIDE CHECKED BY: CHA AM CHEANG� BRT General Engineering Consultant z U- CONTRACT No.: BT120 STATE OF WASHINGTON SOUNDTRANSIT ARCHITECTURE D. HOGAN RTA/CN 0205-24 SHEET No: REV: 0 12/10/2024 J.C. I D.H. I C.C. I ISSUED FOR BID APPROVED BY: SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: EXTERIOR ELEVATIONS PLATFORM -BUS BAY 1 418 0 No. DATE DSN CHK APP REVISION IC.CHEANG R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 N co co LU 0 N 0 N Q O N H m U w CD I z Q I 0 I D m 0 I 0 00 LO co a QI c� CO Cn � o N o M N N (.0 m GENERAL NOTES: 1.7 1.6 1.5 1. ALL BENCHES ON PLATFORM ARE BENCH-1 TYPE, TYP, UNO. 24'-0" 24'-0" 2. ALL LEAN RAILS ARE LR-1, TYP. 3. ART GLASS UNIT, APA-1 SHALL BE PROVIDED BY OTHERS AT CLERESTORIES AND UPPER PORTION OF WINDSCREEN. CONTRACTOR TO COORDINATE WITH SUPPLIER TO CLOSED CIRCUIT ASSEMBLY UNIT TO ALUMINUM STOREFRONT SYSTEM SF-1 TELEVISION FOR INSTALLATION. CLOSED CIRCUIT KCM RTIS CAMERA, TYP. 4. ACCENT STRIPS ON COLUMN CLADDINGS ARE PAINTED C-3, I I TELEVISION LIGHT FIXTURE, TYP. _ TYP, UNO. -1 1 CAMERA, TYP. -1 5. ACCENT STRIP ON COLUMN CLADDING AT BAY 2 AND BAY 7 00 I CLERESTORIES, TYP. KCM RTIS ACCESS 00 TO BE PAINTED C-4. HATCH, TYP. 6. LOCATE DRAIN CLEANOUT AT COLUMN SIDE CLEAR FROM STRIDE WINDSCREEN, TVM, OR ANY OBJECTS ON THE PLATFORM METAL FASCIA, C-2, TYP. PYLON, TYP. FOR ACCESS. METAL ROOFING EXTERIOR COLOR NOTES: o _ o C-1: RAILWAY GRAY, CMYK 0/0/0/80 METAL SOFFIT cy) co A C-2: LAND GRAY, CMYK 0/0/0/6 PANEL, TYP.C-3: WAVE TEAL, CMYK 92/23/22/32 C-4: KCM RAPID RIDE PANTONE 7427, 7427 C, 7427 U BUS FLAG AT ST SIGNAGE, TYP. LIGHT FOREGROUND ART INSTALLATION 4'-6" 5'-10" FIXTURE, APA-1 AT ALUMINUM TYP. ! STOREFRONT FRAME, SIGNAGE, SEE SF-1, TYP SIGNAGE PLAN > = w BT120-AED900 b > ELECTRICAL BENCH-2 TYP CABINET . o c N H --- I SMART CARD READER TRASH RECEPTACLE, TYP. LR-1 @ SMART CARD FOREGROUND READER, TYP. NORTH ELEVATION CANOPY - BUS BAY 2 q SCALE: 1/4" = 1'-0" BT120-APP213 1.5 1 1.6 1.7 METAL FASCIA, C-2, TYP. METAL ROOFING METAL SOFFIT PANEL, TYP. ELECTRICAL CABINET r VJI I UU 1 1 VIV /'1V LlIV ULIVVI I- L L SOUTH ELEVATION CANOPY - BUS BAY 8 g 4 2 0 4 8 SCALE: 1/4" = 1'-0" BT120-APP213 SCALE IN FEET DEVELOPMENT ENGINEERING A010%] msippo 11 /25/2025 U R-4332341]_ DESIGNED BY: SCALE: DRAWING NO.: C. CHEANG Q w 1/4" = 1'-0" STRIDE BUS RAPID TRANSIT BT120-AEE813 9849 Q FILENAME: SOUTH RENTON TRANSIT CENTER DRAWN BY: REGISTERED U J. CHAN ARCHI T S1-BT120-A-v2020 BT105 FACILITY ID: ('� — W J CHECKED BY: RIDE C AN LAML IEANG BRT General Engineering Consultant z " S UNDTRANSIT CONTRACT No.: BT120 1 06/13/2025 JC DH CC ADDENDUM #1 D. HOGAN STATE OF WASH INGT RTA/OA 0206-19 ARCHITECTURE SHEET No: REV: 0 12/10/2024 JC DH CC ISSUED FORBID APPROVED BY: SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: EXTERIOR ELEVATIONS PLATFORM -BUS BAY 2 AND 8 419 1 No. DATE DSN CHK APP REVISION C. CHEANG R. PARGAS 112/10/2024 J. ALTCHECH 112/10/2024 112/10/2024 N co co O W 0 N O N Q O N H m co U w CD I H (n Z Q ry H I 0 I (n m of 0 00 LO co w 01 c� co c/) L o N O M N N c.0 m c 0 1.15 1.14 1.13 1.12 TVD 0A I_!ln 'ail' nn ')A' nn CONTINUOUS STEEL FASCIA, C-2 KCM RTIS STEEL COLUMN, ALUMINUM FRAMED C-1, TYP. STOREFRONTS, SF-1, TYP. I TRANSIT CENTER CANOPY STEEL COLUMN, TYP. STRUCTURAL STEEL ROD, TYP. I LIGHT FIXTURE, TYP. SIM CANOPY FASCIA, C-2, TYP. CLOSED CIRCUIT TELEVISION CAMERA, TYP. h I 1 5'-10" — — — — — — BT120-AED904 I I ST SIGNAGE, TYP. LEAN RAIL, BUS FLAG AT LR-1, TYP. FOREGROUND I TOP OF BUS BAY I PLATFORM, TYP. T—I I T > > DIDDDDDDOIII ART INSTALLATION, APA-1, TYP WINDSCREEN, TYP. STEEL CLADDING, C-2, TYP. BENCH-2, TYP. PUSH BUTTON AUDIO BUS FLAG AT BACKGROUND 5'-10" METAL COLUMN COVER, C-1, TYP. I If I I I h. TRASH RECEPTACLE, TYP. BT120-AED901 NORTH ELEVATION - BUS BAY 3 - WEST � A��� SCALE: 1/4" = 1'-0" BT120-APP214 GENERAL NOTES: 1. ALL BENCHES ON PLATFORM ARE BENCH-1 TYPE, TYP, UNO. 2. ALL LEAN RAILS ARE LR-1, TYP. 3. ART GLASS UNIT, APA-1 SHALL BE PROVIDED BY OTHERS AT CLERESTORIES AND UPPER PORTION OF WINDSCREEN. CONTRACTOR TO COORDINATE WITH SUPPLIER TO ASSEMBLY UNIT TO ALUMINUM STOREFRONT SYSTEM SF-1 FOR INSTALLATION. 4. ACCENT STRIPS ON COLUMN CLADDINGS ARE PAINTED C-3, TYP, UNO. 5. ACCENT STRIP ON COLUMN CLADDING AT BAY 2 AND BAY 7 TO BE PAINTED C-4. 6. LOCATE DRAIN CLEANOUT AT COLUMN SIDE CLEAR FROM WINDSCREEN, TVM, OR ANY OBJECTS ON THE PLATFORM FOR ACCESS. EXTERIOR COLOR NOTES: C-1: RAILWAY GRAY, CMYK 0/0/0/80 C-2: LAND GRAY, CMYK 0/0/0/6 C-3: WAVE TEAL, CMYK 92/23/22/32 C-4: KCM RAPID RIDE PANTONE 7427, 7427 C, 7427 U I- - 1 4 2 0 4 8 NOTE: E DWG BT12 -AEE 11 BT12 -AEE 12 FOR SIMILAR INFORMATION NORTH ELEVATION -BUS BAY 3 -EAST S G 0 8 & 0 8 O SB DEVELOPMENT ENGINEERING SCALE IN FEET SCALE: 1 /4" = 1'-0" BT12�� 214 msippo 11 /25/2025 0 R-4332342 DESIGNED BY: SCALE: DRAWING NO.: C. CHEANG Q w 1/4" = 1'-0" STRIDE BUS RAPID TRANSIT BT120-AEE814 DRAWN BY: 99 REGISTERED U FILENAME: SOUTH RENTON TRANSIT CENTER J. CHAN RIDE AtGT w J S1-BT120-A-v2020 BT105 FACILITY ID: CHECKED BY: AN L M BRT General Engineering COhSUItAht J $OUNDTRANSIT CONTRACT No.: ARCHITECTURE BT120 1 06/13/2025 JC DH CC ADDENDUM #1 D. HOGAN STATE OFWRTA/OA 0206-19 SHEET No: REV: 0 12/10/2024 JC DH CC ISSUED FOR BID APPROVED BY: SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: EXTERIOR ELEVATIONS PLATFORM -BUS BAY 3 420 1 No. DATE DSN CHK APP REVISION C. CHEANG R. PARGAS 112/10/2024 J. ALTCHECH 112/10/2024 12/10/2024 N co co 1 O 1 W O N O N Q 0 N m co w CAI H (n Z Q ry ~I Q I D m 0 I 0 00 LO co a 0I ti c� CO Cn L o N O O M N N c.0 m SOUTH ELEVATION - BUS BAY 7 SCALE: 1/4" = 1'-0" BT120-APP214 GENERAL NOTES: 1. ALL BENCHES ON PLATFORM ARE BENCH-1 TYPE, TYP, UNO. 2. ALL LEAN RAILS ARE LR-1, TYP. 3. ART GLASS UNIT, APA-1 SHALL BE PROVIDED BY OTHERS AT CLERESTORIES AND UPPER PORTION OF WINDSCREEN. CONTRACTOR TO COORDINATE WITH SUPPLIER TO ASSEMBLY UNIT TO ALUMINUM STOREFRONT SYSTEM SF-1 FOR INSTALLATION. 4. ACCENT STRIPS ON COLUMN CLADDINGS ARE PAINTED C-3, TYP, UNO. 5. ACCENT STRIP ON COLUMN CLADDING AT BAY 2 AND BAY 7 TO BE PAINTED C-4. 6. LOCATE DRAIN CLEANOUT AT COLUMN SIDE CLEAR FROM WINDSCREEN, TVM, OR ANY OBJECTS ON THE PLATFORM FOR ACCESS. EXTERIOR COLOR NOTES: C-1: RAILWAY GRAY, CMYK 0/0/0/80 C-2: LAND GRAY, CMYK 0/0/0/6 C-3: WAVE TEAL, CMYK 92/23/22/32 C-4: KCM RAPID RIDE PANTONE 7427, 7427 C, 7427 U 1.11 n1l (1.13) � � n1l 24'-0" 24'-0" 24'-0" 24'-0" 6'-0" I II II II II CONTINUOUS STEEL FASCIA, C-2, TYP. II II STEEL COLUMN, C-1, TYP. I I II II II II KCM RTIS � II II I c'? 00 0 L-7 I � n \ ST SIGNAGE, TYP � 5'-10" 13'-1" METAL COLUMN COVER, 5'-10" C-1, TYP. CLO ED CIRCUIT TELEVISION CAMERA, TYP. ® Ho � 110�CCD���iO o® ACCESS HATCH, TYP. 6 0 BENCH-2 TOP OF BUS BAY PLATFORM, TYP. 0® o® AIf1TC 6'-0" 2'-0" DUJ r!-Mko I T I-'. I-'U01-1 DU I I UN /1UUIU SEE DWG BT120-AEE811 & BT120-AEE812 FOR SIMILAR INFORMATION SOUTH ELEVATION - BUS BAY 6 B 4 2 0 4 8 SCALE: 1/4" = 1'-0" BT120-APP214 SCALE IN FEET DEVELOPMENT ENGINEERING 01 msippo 11 /25/2025 1 R-4332343 DESIGNED BY: SCALE: DRAWING NO.: C. CHEANG Q w 1/4" = 1'-0" STRIDE BUS RAPID TRANSIT BT120-AEE815 DRAWN BY: ZC LL- ISTERED - U FILENAME: SOUTH RENTON TRANSIT CENTER J. CHAN CHI T U S1-BT120-A-v2020 BT105 FACILITY ID: ('� — TJ?IDE W J CHECKED BY: LIEANG BRT General Engineering Consultant z " S UNDTRANSIT CONTRACT No.: BT120 1 06/13/2025 JC DH CC ADDENDUM #1 D. HOGAN SH INGT RTA/OA0206-19 ARCHITECTURE SHEET No: REV: 0 12/10/2024 JC DH CC ISSUED FORBID APPROVED BY: SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: EXTERIOR ELEVATIONS PLATFORM -BUS BAY 6 AND 7 421 1 No. DATE DSN CHK APP REVISION C. CHEANG R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 N cy) cy) O 0 W 0 N O N Q O N H m U) U w CD I H (n Z Q ry H I 0 n ry I (n D m of 0 co 00 LO Q M �o N QI o � L N O O �p N cy) o CO D OPP. BT120-AEX714 II l C BT120-AEX714 BT120-AEX714 "--K NORTH ELEVATION - KCM SHELTER / PARATRANSIT SHELTER q SCALE: 1/2" = V-0" BT120-APP213 1.16 1.17 '4AE__� BT120-AEX714 SOUTH ELEVATION - KCM SHELTER / PARATRANSIT SHELTER C SCALE: 1/2" = V-0" BT120-APP213 D BT120-AEX714 C-2, TYP. C1.E EAST ELEVATION - KCM SHELTER / PARATRANSIT SHELTER SCALE: 1/2" = V-0" ^F PANEL, PP-2, TYP. =L MEMBERS OF -TER TO BE TED, C-2, TYP. )TIC GLAZING, , TYP. BT120-APP213 GENERAL NOTES: 1. ALL BENCHES ON PLATFORM ARE BENCH-1 TYPE, TYP, UNO. 2. ALL LEAN RAILS ARE LR-1, TYP. 3. ART GLASS UNIT, APA-1 SHALL BE PROVIDED BY OTHERS AT CLERESTORIES AND UPPER PORTION OF WINDSCREEN. CONTRACTOR TO COORDINATE WITH SUPPLIER TO ASSEMBLY UNIT TO ALUMINUM STOREFRONT SYSTEM SF-1 FOR INSTALLATION. 4. ACCENT STRIPS ON COLUMN CLADDINGS ARE PAINTED C-3, TYP, UNO. 5. ACCENT STRIP ON COLUMN CLADDING AT BAY 2 AND BAY 7 TO BE PAINTED C-4. 6. LOCATE DRAIN CLEANOUT AT COLUMN SIDE CLEAR FROM WINDSCREEN, TVM, OR ANY OBJECTS ON THE PLATFORM FOR ACCESS. EXTERIOR COLOR NOTES: C-1: RAILWAY GRAY, CMYK 0/0/0/80 C-2: LAND GRAY, CMYK 0/0/0/6 C-3: WAVE TEAL, CMYK 92/23/22/32 C-4: Ekv fi&g� TONE 7427, 7427 C, 7427 U PARATRANSIT SHELTER HAS SIMILAR ELEVATIONS 4 2 0 4 8 DEVELOPMENT ENGINEERING SCALE IN FEET msippo 11 /25/2025 R-4332344 DESIGNED BY: SCALE: DRAWING NO.: C. CHEANG Q w 1/2" = V-o STRIDE BUS RAPID TRANSIT DRAWN BY: 9849 REGISTERED U FILENAME: SOUTH RENTON TRANSIT CENTER BT120-AEE816 ,, J. CHAN ARCHITECT )?IDE w J S1-BT120-A-v2020 BT105 FACILITY ID: TCHECKED BY: CHA AM CHEANG� BRT General Engineering Consultant z U_ CONTRACT No.: BT120 STATE OF WASHINGTON SOUNDTRANSIT ARCHITECTURE D. HOGAN RTA/CN 0205-24 SHEET No: REV: 0 12/10/2024 J.C. D.H. C.C. ISSUED FOR BID APPROVED BY: SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: EXTERIOR ELEVATIONS PLATFORM -BUS BAY 4 422 0 No. DATE DSN CHK APP REVISION C. CHEANG R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 N co co O W 0 N O N Q O N H m U w C� I z ry I 0 a I D m 0 I 0 co 00 LO co a CI o < c� O Cn O N � o N Cfl O cy) N U-) - co m GENERAL NOTES: 1.0 1.B 1.A 1. ALL BENCHES ON PLATFORM ARE BENCH-1 TYPE, TYP, UNO. 2. ALL LEAN RAILS ARE LR-1, TYP. A 3. ART GLASS UNIT, APA-1 SHALL BE PROVIDED BY OTHERS AT CLERESTORIES AND UPPER PORTION OF WINDSCREEN. BT120-AEX712 CONTRACTOR TO COORDINATE WITH SUPPLIER TO ASSEMBLY UNIT TO ALUMINUM STOREFRONT SYSTEM SF-1 FOR INSTALLATION. 4. ACCENT STRIPS ON COLUMN CLADDINGS ARE PAINTED C-3, 14'-0" 14'-0" TYP, UNO. 5. ACCENT STRIP ON COLUMN CLADDING AT BAY 2 AND BAY 7 TO BE PAINTED C-4. 6. LOCATE DRAIN CLEANOUT AT COLUMN SIDE CLEAR FROM WINDSCREEN, TVM, OR ANY OBJECTS ON THE PLATFORM TRANSIT CENTER CANOPY FOR ACCESS. KTERIOR COLOR NOTES: 1: RAILWAY GRAY, CMYK 0/0/0/80 2: LAND GRAY, CMYK 0/0/0/6 3: WAVE TEAL, CMYK 92/23/22/32 4: KCM RAPID RIDE PANTONE 7427, 7427 C, 7427 U NOTE: SEE SHEET BT120-AEE811 & BT120-AEE812 FOR SIMILAR INFORMATION TRANSVERSE SECTION AT CANOPY COLUMN SCALE: 1/2" = 1'-0" BT120-ACP212 2 1 0 2 4 1I SCALE IN FEET FDEVESLiOPIMENT ENGINEERING - o 11 /25/2025 R-4332345 DESIGNED BY: SCALE: DRAWING NO.: C. CHEANG Q w AS NOTED STRIDE BUS RAPID TRANSIT BT120-AEX711 DRAWN BY: 9849 REGISTERED T)?IDEU FILENAME: SOUTH RENTON TRANSIT CENTER J. CHAN ARCHI T cn � S1-BT120-A-v2020 BT105 FACILITY ID: ('� CHECKED BY: CAN LAM CHEANG BRT Genoral Enginering Consultant z " S UNDTRANSIT CONTRACT No.: BT120 1 06/13/2025 JC DH CC ADDENDUM #1 D. HOGAN STATE OF WASH INGT RTA/OA 0206-19 ARCHITECTURE SHEET No: REV: 0 12/10/2024 JC DH CC ISSUED FORBID APPROVED BY: SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: CROSS SECTIONS PLATFORM 423 1 No. DATE DSN CHK APP REVISION C. CHEANG R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 N co co O W 0 N O N Q O N H m co U w CD I H (n Z Q ry H I 0 n ry I (n D m of 0 co 00 LO Q M M c) N QI o � D L N O O �p N cy) O CO TRASH/ RECI RECEPTACLE, I I I . 1.1 1.2 1.3 1.4 4e A 7120-AEX711 I I I I TYPICAL LONGITUDINAL SECTION AT CANOPY SCALE: 1 /4" = 1'-0" BT120-APP212 GENERAL NOTES: 1. ALL BENCHES ON PLATFORM ARE BENCH-1 TYPE, TYP, LINO. 2. ALL LEAN RAILS ARE LR-1, TYP. 3. ART GLASS UNIT, APA-1 SHALL BE PROVIDED BY OTHERS AT CLERESTORIES AND UPPER PORTION OF WINDSCREEN. CONTRACTOR TO COORDINATE WITH SUPPLIER TO ASSEMBLY UNIT TO ALUMINUM STOREFRONT SYSTEM SF-1 FOR INSTALLATION. 4. ACCENT STRIPS ON COLUMN CLADDINGS ARE PAINTED C-3, TYP, UNO. 5. ACCENT STRIP ON COLUMN CLADDING AT BAY 2 AND BAY 7 TO BE PAINTED C-4. 6. LOCATE DRAIN CLEANOUT AT COLUMN SIDE CLEAR FROM WINDSCREEN, TVM, OR ANY OBJECTS ON THE PLATFORM FOR ACCESS. EXTERIOR COLOR NOTES: C-1: RAILWAY GRAY, CMYK 0/0/0/80 C-2: LAND GRAY, CMYK 0/0/0/6 C-3: WAVE TEAL, CMYK 92/23/22/32 C-4: KCM RAPID RIDE PANTONE 7427, 7427 C, 7427 U 4 2 0 4 8 FDEVELOPMENT ENGINEERING SCALE IN FEET o 11 /25/2025 R-4332346 DESIGNED BY: SCALE: DRAWING NO.: C. CHEANG Q w 1/4" = 1'-0" STRIDE BUS RAPID TRANSIT BT120-AEX712 DRAWN BY: 9849 REGISTERED U FILENAME: SOUTH RENTON TRANSIT CENTER ,, J. CHAN ARCHITECT RIDE w J S1-BT120-A-v2020 BT105 FACILITY ID: CHECKED BY: KSTATEO R CHEANG� BRT General Engineering Consultant z CONTRACT No.: BT120 F WASHINGTON SOUNDTRANSIT ARCHITECTURED. HOGANRTA/CN 0205-24 SHEET No: REV: 0 12/10/2024 J.C. D.H. C.C. ISSUED FOR BID APPROVED BY: SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: LONGITUDINAL SECTIONS PLATFORM 424 0 No. DATE DSN CHK APP REVISION C. CHEANG R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 N co co O W 0 N O N Q O N H m co U w CD I z Q ry I 0 I D m oI 0 co 00 LO a o N O Q M _D 0 N O LO cy) m GENERAL NOTES: 1. ALL BENCHES ON PLATFORM ARE BENCH-1 TYPE, TYP, UNO. 2. ALL LEAN RAILS ARE LR-1, TYP. 3. ART GLASS UNIT, APA-1 SHALL BE PROVIDED BY OTHERS AT CLERESTORIES AND UPPER PORTION OF WINDSCREEN. CONTRACTOR TO COORDINATE WITH SUPPLIER TO ASSEMBLY UNIT TO ALUMINUM STOREFRONT SYSTEM SF-1 FOR INSTALLATION. 4. ACCENT STRIPS ON COLUMN CLADDINGS ARE PAINTED C-3, TYP, UNO. 5. ACCENT STRIP ON COLUMN CLADDING AT BAY 2 AND BAY 7 1.113 TO BE PAINTED C-4. 1.2 6. LOCATE DRAIN CLEANOUT AT COLUMN SIDE CLEAR FROM WINDSCREEN, TVM, OR ANY OBJECTS ON THE PLATFORM FOR ACCESS. EXTERIOR COLOR NOTES: SECTION @ CABLE RACEWAY I SCALE: 1/2" = 1'-0" BT120-AED903 1119T10� OVERFI METAL COVER TYP. SECTION @ CABLE RACEWAY II SCALE: 1 /2" = 1'-0" BT120-AED903 C-1: RAILWAY GRAY, CMYK 0/0/0/80 C-2: LAND GRAY, CMYK 0/0/0/6 C-3: WAVE TEAL, CMYK 92/23/22/32 C-4: KCM RAPID RIDE PANTONE 7427, 7427 C, 7427 U 2 1 0 2 4 SCALE IN FEET DEVELOPMENT ENGINEERING � �' IL ji msippo 11 /25/2025 R-4332347 DESIGNED BY: SCALE: DRAWING NO.: C. CHEANG Q w 1/2" =1'-0" STRIDE BUS RAPID TRANSIT DRAWN BY: 984RIDE 9 REGISTERED U FILENAME: SOUTH RENTON TRANSIT CENTER BT120-AEX713 J. CHAN ARCHITE= T�Tw cn J S1-BT120-A-v2020 BT105 FACILITY ID: CHECKED BY: f VA AN1CWE NI BRT General Engineering Consultant z U- S UNDTRANSIT CONTRACT No.: BT120 D. HOGAN STATE OF WASH INGT RTA/CN 0205-24 ARCHITECTURE SHEET No: REV: 0 12/10/2024 J.C. D.H. C.C. ISSUED FORBID APPROVED BY: SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: SECTIONS PLATFORM 425 0 No. DATE DSN CHK APP REVISION C. CHEANG R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 N co co W 0 N 0 N Q O N H m co 0 w CD I H (n Z Q ry H I 0 n ry I D m 0 I 0 00 LO co 0 a I c� CO Cn L o N o M N N _ m SEE C/BT120-AEX714 FOR ACRYLIC ROOF PANEL SUPPORT ACRYLIC ROOF PANEL, PP-2, TYP. EA SIDE AS INDICATED CONT EXTRUDED ALUM MULLION BAR AND CAP METAL FLASING STRUCTURAL BEAM METAL CLIP STEEL FASCIA, C-2, TYP. SHELTER FASCIA AT LOWER ROOF SCALE: 3" = V-0" 1.E / A \ 1 1 onn� nnni�i SECTION AT SHELTER SCALE: 1/2" = V-0" 1 06/13/2025 JC 0 12/10/2024 JC DH CC ADDENDUM #1 DH CC ISSUED FORBID No. I DATE I DSN I CHK I APP I REVISION BT120-AEE816 FARZ1. SHELTER FASCIA AT HIGHER ROOF SCALE: 3" = V-0" DESIGNED BY: C. CHEANG DRAWN BY: J. CHAN CHECKED BY: D. HOGAN APPROVED BY: C. CHEANG 988449 REGISTERED J AIR �C AN LAM STATE OF WASHINGT SUBMITTED BY: R. PARGAS CONT EXTRUDED ALUM MULLION BAR AND CAP ACRYLIC ROOF PANEL, PP-2, TYP. EA SIDE AS INDICATED STEEL FASCIA, C-2, TYP. STRUCTURAL BEAM METAL CLIP DATE: 12/10/2024 T SHAPE STRUCTURAL SUPPORT BEAM SST CAP SCREW BY MULLION MFR CONT EXTRUDED ALUM MULLION BAR AND CAP ACRYLIC ROOF PANEL, PP-2, TYP. EA SIDE AS INDICATED CONT ISOLATION MATERIAL (2) SST, SELF -TAPING SCREWS #10-24, 12" OC PAINTED STEEL OUTSIDE BEAM, C-2 ROOF CONNECTION @ MIDDLE BEAM SCALE: 3" = V-0" BT120-AEE816 Q w U W J 4bfTmRIDE U) C/) BR T General Engineering Consultant z $OUNDTRANSIT REVIEWED BY: J. ALTCHECH DATE: 12/10/2024 SCALE: AS NOTED FILENAME: S 1-BT120-A-v2020 CONTRACT No.: RTA/OA 0206-19 SUBMITTAL DATE: 12/10/2024 ACRYLIC ROOF PANEL, PP-2 SST CAP SCREW BY MULLION MFR CONT EXTRUDED ALUM MULLION BAR AND CAP W/ END CAP FILLER, CENTER ON HSS AS INDICATED PAINTED STEEL OUTSIDE BEAM, C-2 ROOM CONNECTION @ END BEAM SCALE: 3" = V-0" BT120-AEE816 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ARCHITECTURE SHELTER SECTION & DETAILS PLATFORM R-4332348 DEVELOPMENT ENGINEERING msippo 11 /25/2025 Ul DRAWING NO.: BT120-AEX714 FACILITY ID: BT120 SHEET No: REV: 426 1 N C'7 co i i w 0 N 0 N > Q 0 N_ m U) U Lu CD �I z ~I n f'yI D m 0 I 0 co 00 2 � a o ~ I Q o co U) 0 N LO m CO SCALE: 3" = 1'-0" FALL PROTECTION ANCHOR SEE ROOF PLAN FOR LOCA7 INSTALL IN ACCORDANCE W MANUFACTURERS INSTRUC' SEAMLESS SPUN ALUMINUM FLASHING RUBBER COLLAR FLASHING TIE -BACK ANCHORED TO CONCRETE STRUCTURE PEI MANUFACTURER INSTRUCTI WEATHER RESISTIVE BARRIER AND AIR BARRIER 1.5" METAL DECK LIFE LINE FALL RESTRAINT ANCHOR SCALE: 1 1/2" = 1'-0" q L c BT120-AEE812 3" DIA. OVERFLOW INSIDE CONDUITE RACEWAY 3" DIA. DOWNSPOUT INSIDE CONDUITE RACEWAY METAL COLUMN COVER, C-1, TYP. DAYLIGHTED OVERFLOW DRAIN WITH METAL INSECT SCREEN CUT HOLE IN COLUMN COVER FOR 4" DIA. CLEANOUT 5" DIA. CLEANOUT COVER CONCRETE PLATFORM NOTE: LOCATE DRAIN CLEANOUT AT COLUMN SIDE CLEAR FROM WINDSCREEN, TVM, OR ANY OBJECTS ON THE PLATFORM FOR ACCESS DOWNSPOUT CLEANOUT BT120-AEX711 NOTES: 1. ROOF PENETRATIONS SHALL HAVE A MIN. 12" CLEARANCE ON ALL SIDES FROM WALLS, CURBS AND OTHER ROOF PENETRATIONS. 2. PENETRATIONS SHALL BE RIGID, ROUND OR SQUARE TUBE AND EXTEND PERPENDICULAR FROM THE ROOF STRUCTURE. 3. TIE -BACK ANCHORS SHALL BE COMPLETELY WATER TIGHT ABOVE ROOF MEMBRANE FLASHING. 4. REFER TO STRUCTURAL DRAWINGS FOR ATTACHMENT AND LOCATION OF TIE -BACK ANCHORS. COLUMN METAL CLADDING FASTENER, BY METAL CLADDING MNF. BRAKE METAL TO SUPPORT LIGHT FIXTURE FASTENER LIGHT FIXTURE COLUMN METAL CLADDING LIGHTING FIXTURE MOUNTING DETAIL 20 GA. - 1.5" META' ROOF SHEATHINC STRUCTURAL COI STANDING SEAM METAL ROOFING GUTTER, C-1, TYF STRUCTURALBE/ 2X WOOD FRAME 3" DIA. DOWNSPOUT BEYOND UPPER GUTTER SCALE: 1 1/2" = 1'-0" LOWER GUTTER @ WINDOW SCALE: 1 1/2" = 1'-0" 0'- 6 1/2" pq GROUND HYDRANT BOX (NON -FREEZE) SCALE: 1 1/2" = 1'-0" BT120-AEE815 SCALE: 1 1/2" = 1'-0" BT120-AEE811 SCALE: 3" = 1'-0" 0 12/10/2024 J.C. D.H. I C.C. I ISSUED FOR BID No. DATE DSN CHK APP REVISION DESIGNED BY: C. CHEANG DRAWN BY: J. CHAN CHECKED BY: D. HOGAN APPROVED BY: C. CHEANG BT120-AEX711 'ANDING SEAM =TAL ROOFING )OF SHEATHING GA. - 1.5" METAL DECK JTTER, C-1, TYP. =TAL FLASHING -EEL CLADDING, C-2 DIA. DOWNSPOUT =YOND =E STRUCT. =TAL SOFFIT PANEL BT120-AEX711 LOCKABLE LID FLUSH WITH ADJACENT CONCRETE SURFACE METAL HYDRANT BOX CONCRETE OUTER CASING PIPE GRAVELS 9849 REGISTERED ARCHIT IDE TNTAN BRT General Engineering Consultant OF WASH INGT SUBMITTED BY: DATE: REVIEWED BY: R. PARGAS 112/10/2024 J. ALTCHECH UPPER GUTTER STRUCTURAL COLUMN BEYOND 3" DIA. UPPER DOWNSPOUT LOWER GUTTER 3" DIA. OVER FLOW DOWNSPOUT OUTRIGGER, SEE STRUCTURAL DWG 3" DIA. DOWNSPOUT DOWNSPOUT DAYLIGHT BELOW METAL SOFFIT UPPER/ LOWER GUTTER ELEVATION SCALE: 1 1/2" = 1'-0" BT120-AEE815 STRUCTURAL COLUMN CUSTOMIZED CRICKET SHEET METAL FLASHING CUSTOMIZED CRICKET OUTLINE UNDER ROOFING EDGES OF STANDING SEAM ROOFING CRICKET DETAIL AROUND COLUMN SCALE: 1 1/2" = 1'-0" SCALE: Q w AS NOTED Q FILENAME: W w U) J S 1-BT120-A-v2020 z J SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 STANDING SEAM P"" " ROOF SHEATHING METALSTRUCTUR METAL FLASHING METAL CLIP, TYP. STRUCTURALBEA & METAL BRACKET SOFFIT PANEL CANOPY DETAILS - RAKE CONDITION SCALE: 3" = 1'-0" LOWER GUTTER @ END CANOPY SCALE: 1 1/2" = 1'-0" STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ARCHITECTURE CANOPY DETAILS PLATFORM BT120-AEX712 STANDING SEAM METAL ROOFING 20 GA. - 1.5" METAL DECK GUTTER, C-1, TYP. METAL FLASHING STEEL CLADDING, C-2 3" DIA. DOWNSPOUT BEYOND SEE STRUCT. METAL SOFFIT PANEL BT120-AEX712 R-4332349 DEVELOPMENT ENGINEERING msippo 11 /25/2025 DRAWING NO.: BT120-AED900 FACILITY ID: BT120 SHEET No: REV: 427 0 N co co 0 N 0 N O N H m co U w CD I z Q ry I 0 n ry I (n D m of 0 co 00 LO Q M tic) N QI o L N O O �p N cy) o � N CO WINDSCREEN METAL COLUMN COVER, C-1, TYP. 1.E GENERAL NOTES: B 1.13 1. ALL BENCHES ON PLATFORM ARE BENCH-1 TYPE, TYP BENCH-2, TYP @ BT120-AED901 2. ALL LEAN RAILS ARE LR-1 TYPE, TYP. ADA WAITING AREA - 3. ART GLASS INSTALLATION SHALL BE PROVIDED FOR THE UPPER PORTION OF THE WINDSCREEN. CANOPY COLUMN WINDSCREEN LAMINATED SAFETY GLASS FOR ART WORK, APA-1 LEAN RAIL PLASTIC GLAZING, PP-1 TYP WINDSCREEN ELEVATION - RIGHT SCALE: 1/2" = V-0" BT120-AED902 N--� LAMINATED SAFETY GLASS FOR ART AT WORK, APA-1 BT120-AED902 1 D J BT120-AED902 BT120-AED902 I BT120-AED 902 J ` PLASTIC GLAZING, PP-1 BENCH-2 AT ADA ]krI 11111 WAITING AREA C �6 ' BT120-AED902 BT120-AED902 TYP WINDSCREEN ELEVATION - FRONT SCALE: 1/2" = 1'-0" 0 12/10/2024 J.C. D.H. I C.C. I ISSUED FOR BID No. DATE DSN CHK APP REVISION DESIGNED BY: C. CHEANG DRAWN BY: J. CHAN CHECKED BY: D. HOGAN APPROVED BY: C. CHEANG EXPAN.r JOINT, � LAMINATED SAI GLASS FOR AR' WORK, APA-1 PAINTED STEEL C-2, TYP. LR-1, C-2, TYP. PLASTIC GLAZII WINDSCREEN FRAME CANOPY COLUMN LR-1: LEAN RAIL, LR-1, TYP. ENLARGED PLAN - WINDSCREEN ( i SCALE: 1/2" = V-0" BT120-APP212 8'-0" 1 1'-0" LlJvv r%.IIIV 1 TYP WINDSCREEN ELEVATION - BACK SCALE: 1/2" = 1'-0" METAL COLUMN COVER, C-1, TYP. 9849 Q w REGISTERED U aHINGT TLC BRT General Engineering Consultant U-STATE I SOUNDTRANSIT SUBMITTED BY: R. PARGAS DATE: 12/10/2024 REVIEWED BY: J. ALTCHECH DATE: 12/10/2024 SCALE: 1/2" = 1'-0" FILENAME: S 1-BT120-A-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 12/10/2024 EXTERIOR COLOR NOTES: C-1: RAILWAY GRAY, CMYK 0/0/0/80 C-2: LAND GRAY, CMYK 0/0/0/6 C-3: WAVE TEAL, CMYK 92/23/22/32 C-4: KCM RAPID RIDE PANTONE 7427, 7427 C, 7427 U 2 1 0 2 4 �I EDEVELO:PMENT ENGINEERING SCALE IN FEET �� IL o 11/25/2025 R-4332350 STRIDE BUS RAPID TRANSIT DRAWING NO.: SOUTH RENTON TRANSIT CENTER BT120-AED901 BT105 FACILITY ID: ARCHITECTURE BT120 SHEET No: REV: WINDSCREEN DETAILS PLATFORM 428 0 N co co LU 0 N 0 N > Q 0 N H m co U w CAI z Q I n Q 0I m 0 I 0 co 00 LO Q M 0� N QI o U) L N O O �p N cy) o N m WINDSCREEN - TOP DOC SCALE: 3" = 1'-0" WINDSCREEN - TOP CORNER SCALE: 3" = 1'-0" PAINTED WINDSCREEN FRAME FASTENER ART GLASS INSTALLATION APA-1, ALUMINUM STOREFRONT FRAME, SF-1, TYP. BT120-AED901 PAINTED WINDSCREEN POST/FRAME ART GLASS INSTALLATION APA-1, ALUMINUM STOREFRONT FRAME, SF-1, TYP. BT120-AED901 PLASTIC GLAZING, PP-1 PAINTED WINDSCREEN POST/FRAME SEE 3/BT120-SGD136 CONCRETE PLATFORM WINDSCREEN - BOTTOM CONNECTION SCALE: 3" = 1'-0" 0 12/10/2024 J.C. I D.H No. DATE DSN CHK C.C. ISSUED FOR BID APP REVISION BT120-AED901 WINDSCREEN - MIDDLE SCALE: 3" = 1'-0" WINDSCREEN - SIDE SCALE: 3" = 1'-0" ART GLASS INSTALLATION APA-1, ALUMINUM STOREFRONT FRAME, SF-1, TYP. EPDM GASKET FASTENER PAINTED WINDSCREEN FRAME THROUGH BOLT WITH REMOVABLE TAMPER - RESISTANT FASTENER SST ANGLE FASTENED TO HSS OR STL WELDED TO HSS PLASTIC GLAZING, PP-1 BT120-AED901 PAINTED WINDSCREEN POST FASTENER ART GLASS INSTALLATION APA-1, ALUMINUM STOREFRONT FRAME, SF-1, TYP. BT120-AED901 ART GLASS INSTALLATION APA-1, ALUMINUM STOREFRONT FRAME, SF-1, TYP. PAINTED WINDSCREEN POST/FRAME PLASTIC GLAZING, PP-1 WINDSCREEN - MIDDLE CONNECTION SCALE: 3" = 1'-0" DESIGNED BY: C. CHEANG DRAWN BY: J. CHAN CHECKED BY: D. HOGAN APPROVED BY: C. CHEANG VARIE (6" MIf WINDSCREEN - BOTTOM SCALE: 3" = 1'-0" VMS & RTIS DETAIL BT120-AED901 SCALE: 1 1/2" = V-0" 9849 Q w REGISTEREDTm)?IDE U) C/) ARCHITECT Uj F)l _ z � CHAN LAM CHEANG BRT General Engineering Consultant -i U- ISTATE OF WASHINGT N SUBMITTED BY: DATE: REVIEWED BY: R. PARGAS 112/10/2024 J. ALTCHECH PLASTIC GLAZING, PP-1 EPDM GASKET SST GLASS STOP CHANNEL W/ REMOVABLE TAMPER - RESISTANT FASTENER PAINTED WINDSCREEN FRAME BT120-AED901 HSS STRUCTURAL MEMBER HSS STRUCTURAL MEMBER CANOPY SOFFIT STL MOUNTING PL @ VMS/RTIS LOCATIONS PER STRUCTURAL A / BT120-SGD113 PROVIDE METAL ESCUTCHEON TRIM, FINISH TO MATCH CANOPY SOFFIT PANEL, TYP. SUPPORT MOUNTING ARM/ HANGING PIPE, TYP. VMS/RTIS BY OTHERS, RTIS BRACEKT ENCLOSURE BY OTHERS BT120-AED902 SCALE: AS NOTED FILENAME: S 1-BT120-A-v2020 SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 } a C a L L c a a U, L u z c a a } LL LL CONT HSS STRUCTURAL MEMBER CANOPY HSS STRUCTURAL MEMBER DOUBLE SIDED VMS/RTIS STL PLATE, PER STRUCTURAL VMS/RTIS SUPPORT, TYP. RCP @ VMS & RTIS DETAIL SCALE: 1" = 1'-0" BT120-APD101 DEVELOPMENT ENGINEERING msippo 11 /25/2025 R-4332351 STRIDE BUS RAPID TRANSIT DRAWING NO.: SOUTH RENTON TRANSIT CENTER BT120-AED902 BT105 FACILITY ID: ARCHITECTURE BT120 SHEET No: REV: WINDSCREEN DETAILS PLATFORM 429 0 N co co W 0 N 0 N Q O N H m U) U w CD I H (n Z Q ry H I 0 I D m of 0 co 00 LO a o LOI LO Q o M 0 N LO cy) m 1.2 1.2 METAL COLUMN / METAL COLUMN COVER, C-1, TYP. / COVER, C-1, OUTRIGGER OUTRIGGER TYP. ABOVE ^ ^ "'^�Y COLUMN ABOVE NER, JF BEAM, -RUCTURAL �nnHme 1../I\!l11V 1 IVLL 1../V vv IVVI %-/lJ 1 E OUTRIGGER TYP. BELOW TO P. ENLARGED COLUMN - LOWER ENLARGED COLUMN - MIDDLE LATI ON SPOUT L/I xP,1I V HOLE EDGE OF ROOFING LjI\l11114 1 IVLL I I I OUTRIGGER BELOW ENLARGED COLUMN - HIGHER SCALE: 3" = 1'-0" BT120-APP212 SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" 1../ I \!l 1 1 V 1 I V L L- EDGE OF GUTTER 1/2 1/4 0 1/2 SCALE IN FEET DEVELOPMENT ENGINEERING msippo 11/25/2025 (DIR-4332352 DESIGNED BY: SCALE: DRAWING NO.: C. CHEANG Q w 3" = 1'-0" STRIDE BUS RAPID TRANSIT DRAWN BY: 9849 REGISTERED U FILENAME: SOUTH RENTON TRANSIT CENTER BT120-AED903 J. CHAN ARC. w J S1-BT120-A-v2020 BT105 FACILITY ID: RIDE CHECKED BY: NN N BRT General Engineering Consultant z " S UNDTRANSIT CONTRACT No.: BT120 D. HOGAN STATE OF WASH INGT RTA/CN 0205-24 ARCHITECTURE SHEET No: REV: 0 12/10/2024 J.C. D.H. C.C. ISSUED FORBID APPROVED BY: SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: CONDUIT RACEWAY DETAILS PLATFORM 430 0 FNo.-- DATE DSN CHK APP REVISION C. CHEANG R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 N co co O W 0 N O N Q O N H m U) U w (I z Q ry I 0 n ry I D m 0 I 0 co 00 LO Q M �o M QI o L N O O �p N cy) O N m 0 1 12/10/2024 1 J.C. I D.H. I C.C. I ISSUED FOR BID No. I DATE I DSN I CHK I APP I REVISION OVERFLOW METAL COLUMN COVER, C-1, TYP. 1.2 A BT120-AEX713 — CONDUIT RACEWAY @ LOWER SOFIT SCALE: 1 1/2" = 1'-0" DESIGNED BY: C. CHEANG DRAWN BY: J. CHAN CHECKED BY: D. HOGAN APPROVED BY: C. CHEANG 9849 REGISTERED >Y VZ ARC IT -- CHAN LAM CHEANG- STATE OF WASH INGT N 71 BT120-AEX713 SUBMITTED BY: R. PARGAS A BT120-AEX713 STRUCT SOFFIT ART INSTALL , APA-1 GLAZIN( FRAME STRUCT METAL COLUMI` COVER, TYP. CONDUIT RACEWAY ENLARGED DETAIL SCALE: 1 1/2" = 1'-0" WOOD BLOCKING, TYPICAL GUTTER DOWNSPOUT OVERFLOW GUTTER SOFFIT BT'120-AEX713 Q w U 4fTmRIDE U) F)RU) w -j J BRT General Engineering Consultant z " SOUNDTRANSIT DATE: 12/10/2024 REVIEWED BY: J. ALTCHECH DATE: 12/10/2024 SCALE: AS NOTED FILENAME: S 1-BT120-A-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 12/10/2024 GENERAL NOTES: 1. ALL BENCHES ON PLATFORM ARE BENCH-1 TYPE, TYP, UNO. 2. ALL LEAN RAILS ARE LR-1, TYP. 3. ART GLASS UNIT, APA-1 SHALL BE PROVIDED BY OTHERS AT CLERESTORIES AND UPPER PORTION OF WINDSCREEN. CONTRACTOR TO COORDINATE WITH SUPPLIER TO ASSEMBLY UNIT TO ALUMINUM STOREFRONT SYSTEM SF-1 FOR INSTALLATION. 4. ACCENT STRIPS ON COLUMN CLADDINGS ARE PAINTED C-3, TYP, UNO. 5. ACCENT STRIP ON COLUMN CLADDING AT BAY 2 AND BAY 7 TO BE PAINTED C-4. 6. LOCATE DRAIN CLEANOUT AT COLUMN SIDE CLEAR FROM WINDSCREEN, TVM, OR ANY OBJECTS ON THE PLATFORM FOR ACCESS. EXTERIOR COLOR NOTES: C-1: RAILWAY GRAY, CMYK 0/0/0/80 C-2: LAND GRAY, CMYK 0/0/0/6 C-3: WAVE TEAL, CMYK 92/23/22/32 C-4: KCM RAPID RIDE PANTONE 7427, 7427 C, 7427 U SEE STRUCTRUAL DRAWING A/BT1 20-SGD1 13 FOR ATTACHMENT TO STRUCTURE GIRTS FOR SOFFIT SUPPORT, TYP SUPPORTING PIPES FOR VMS AND RTIS BY OTHERS 12"L REMOVABLE SHEET METAL PANEL W/ TAMPER PROOFED FASTENER WHERE ATTACHMENT OCCURS, MATCH SOFFIT FINISH J ]---- @ LIGHT FIXTURE OR ACCESS PANEL OPENING DETAIL @ SOFFIT SCALE: 3" = 1'-0" STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ARCHITECTURE CONDUIT RACEWAY DETAILS PLATFORM METAL SOFFIT, TYP BT120-AEE814 R-4332353 DEVELOPMENT ENGINEERING msippo 11 /25/2025 Ul DRAWING NO.: BT120-AED904 FACILITY ID: BT120 SHEET No: REV: 431 0 N co co W 0 N 0 N Q 0 N_ H m co U W CD I H (n Z Q ~I 0 0- ry I D m 0 I 0 co 00 LO d � o I LO Q o M 0 N LO cy) m CLERESTORY - JAMB SCALE: 3" = 1'-0" 0 12/10/2024 J.C. D.H No. DATE DSN CHK 1.2 7" 22'-10" 7" EQ EQ EQ EQ EQ I L— I J LL � I I A _ 2 I I I I B C.C. ISSUED FOR BID APP REVISION koLGKGJ I UK T SCALE: 3/4" = 1'-0" METAL COLUMN COVER, C-1, TYP. METAL DECK STRUCTURAL AT BACKGROI JOINT SEALANT AND STANDING SE. PROVIDE DISSIMILAR METAL METAL ROOFI PROTECTION, TYP ROOF SHEATF STEEL TRIM TO MATCH COLUMN COVER FINISH, TYP �y) STRUCTURAL COLUMN GUTTER STRUCTURAL BEAM METAL ANGLE 3" DIA. DOWN: CLERESTORY ALUMINUM STOREFRONT FRAME SF-1 & UPPER STRUC ART GLASS APA-1, TYP STEEL CLADD JOINT SEALANT AND FINISH TO MA' PROVIDE DISSIMILAR METAL PROVIDE DISE PROTECTION, TYP PROTECTION, OVERFLOW CLERESTORY STOREFRONT ART GLAZING BRAKE SHAPED ALUMINUM TO MATCH SF-1 FINISH DESIGNED BY: C. CHEANG DRAWN BY: J. CHAN CHECKED BY: D. HOGAN APPROVED BY: C. CHEANG CLERESTORY - HEAD SCALE: 3" = 1'-0" 1 BT120-AEX712 STRUCTURAL COLUMN AT CLERESTORY - SILL SCALE: 3" = 1'-0" 9849 Q w REGISTERED RIDE c/) C) ARC Nw J -0— F)l N BRT General Engineering Consultant J LL STATE OF WASH INGT SUBMITTED BY: DATE: REVIEWED BY: R. PARGAS 12/10/2024 J. ALTCHECH SCALE: M;Vmr=" AS NOTED FILENAME: S 1-BT120-A-v2020 SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ARCHITECTURE CLERESTORY DETAILS PLATFORM R-4332354 DEVELOPMENT ENGINEERING msippo 11 /25/2025 Ul DRAWING NO.: BT120-AED912 FACILITY ID: BT120 SHEET No: REV: 432 0 N co co O W 0 N 0 N Q 0 N_ H m co U LLI (D I z Q IY I 0 n Q rI D m of 0 00 LO co 0_ 0 I rn < c� co c/) L o N o M N N c0 m 1" SOFFIT PANEL TRIM 6"X 12" REMOVABLE SHEET METAL TRIM FOR ANCHOR ACCESS WHERE BRACKET OCCURS, TYP HANGING SIGNAGE 7" 4" 1" q q FF6"F W METAL SOFFIT M SEE 2/BT1 20-SGD1 13 PAINTED STEEL MOUNTING PLATE & SUPPORT ROD PROVIDED BY CONTRACTOR, TYP •• V-4 1 /4" i // ST SIGNAGE BASE FOUR (4) 5/8" DIA. x 6" MIN. EMBEDED STAINLESS STEEL ANCHOR BOLTS AND PENTA- NUT SET WITH ST PROVIDED TEMPLATE REBAR (3) #4 EACH WAY EQ EQ SIGNAGE (136) AT FREESTANDING POLE SCALE: 3" = 1'-0" \ / SCALE: 3" = 1'-0" ADJUST HORIZONTAL ANGLE LENGTH TO ACCOMODATE DUAL SIGNS MOUNTING AS NEEDED, TYP. METAL COLUMN COVER VERTICAL STEEL CHANNEL BAR WELDED TO COLUMN FOR HORIZONTAL ANGLE MOUNTING FACE OF STRUCTRUAL COLUMN ST SIGNAGE (NOT SHOWN ON ELEVATION VIEW FOR CLARITY) ADJUST HORIZONTAL ANGLE LENGTH TO ACCOMODATE DUAL SIGNS MOUNTING AS NEEDED, TYP. BOTTOM OF SIGN TnP CIF PI ATFnRKA SECTION 1'-7" COORDINATE WITH SIGNAGE WIDTHI O O SIGNAGE AT COLUMN D SCALE: 3" = 1'-0" DESIGNED BY: C. CHEANG DRAWN BY: J. CHAN CHECKED BY: 1 06/13/2025 JC DH CC ADDENDUM #1 D. HOGAN 0 12/10/2024 JC DH CC ISSUED FOR BID APPROVED BY: No. DATE DSN CHK APP REVISION C. CHEANG ELEVATION `" I REGISTERED STATE OF WASH IN H O W 2 z U) H 0 O O U 0 co 1'-2 1/4" ST SIGNAGE BASE FOUR (4) 1/2" DIA. x 4 1/2" MIN. EMBEDED STAINLESS STEEL ANCHOR BOLTS AND PENTA- NUT SET WITH ST PROVIDED TEMPLATE N i r DOUBLE NUTS 411 - > ° °9 ° d "�° - °- - - • �° 4. - 9 - U d M LLI U REBAR 3 #4 EACH WAY C EQ EQ 3'-0" 0 SIGNAGE (C3) AT FREESTANDING POLE SCALE: 3" = 1'-0" V-2 1 /4" ST SIGN POLE AND MOUNTING ACESSORY STAINLESS STEEL ANCHOR BOLTS AND NUTS SET WITH ST PROVIDED TEMPLATE DOUBLE NUTS ru 14 - - d.a 111 ° ° a ° ao p 4 a ° ° U s °. ° ° d REBAR (3) #4 EACH WAY EQ EQ 3'-0" SIGNAGE (E1) AT FREESTANDING POLE SCALE: 3" = 1'-0" F)l 4bfTmRIDE BRT General Engineering Consultant SUBMITTED BY: DATE: REVIEWED BY: R. PARGAS 112/10/2024 J. ALTCHECH SCALE: Q w mrr 311= 1'—Oil J FILENAME: U U) U) J S 1-BT120-A-v2020 w J J U- SOUNDTRANSIT CONTRACT No.: RTA/OA 0206-19 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 0 0 DEVELOPMENT ENGINEERING �� R-4332355 msippo 11 /25/2025 ' STRIDE BUS RAPID TRANSIT DRAWING NO.: SOUTH RENTON TRANSIT CENTER BT120-AED914 BT105 FACILITY ID: ARCHITECTURE BT120 SHEET No: REV: SIGNAGE DETAILS PLATFORM 433 1 N co co W 0 N 0 N Q 0 N H m U) U w CD I H U) Z Q ry H I 0 n Q ry I U) D am 01 0 00 LO co a 0I rn < C'7 co U) L o N o M N N c.0 co CT CIf' KIAf! r- SIGNAGE AT RAILING KITH SRACKET 0 w U w 01 4" x 4" STRUCTURAL FRAMI LINE OF WINDSCREEN, NOT SHOWN FOR CLARITY PT 1 X2X3 TAB TO MATCH WINDSCREEN FRAME, PROVIDE DISSIMILAR METAL PROTECTION, TYP NIC 3D VIEW F3 MOUNTING DETAILS SCALE: 3" = 1'-0" \ / SCALE: 3" = 1'-0" DESIGNED BY: C. CHEANG Q W DRAWN BY: ZC, L IRIDE STERED U J. CHAN CHI CO � W J CHECKED BY: BRT General Engineering Consultant 1 06/13/2025 JC DH CC ADDENDUM #1 D. HOGAN SH INGT 0 12/10/2024 JC DH CC ISSUED FORBID APPROVED BY: SUBMITTED BY: DATE: REVIEWED BY: No. DATE DSN CHK APP REVISION IC.CHEANG I R. PARGAS 12/10/2024 J. ALTCHECH 8" 0 ELEVATION VIEW SCALE: M;Vmr=" AS NOTED F E A . S 1-BT120-A-v2020 SOUNDTRANSIT CONTRACT No.: RTA/OA 0206-19 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 DEVELOPMENT ENGINEERING jamsippo 11/25/2025 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ARCHITECTURE SIGNAGE DETAILS PLATFORM 0 R-4332356 DRAWING NO.: BT120-AED915 FACILITY ID: BT120 SHEET No: REV: 434 1 N co co 1 W 0 N 0 N Q O N H m co U w CD I H (n Z Q ry H I 0 n ry I D m 0 I 0 co 00 LO M d Q p >I M 0 N LO cy) m METAL FASCIA nll _. n/nll f1TlrrrAlr P9 Ml ATr m NER CANOPY LADDER TIE -OFF - ELEVATION SCALE: 3" = 1'-0" Q BT120-ARP312 NOTE: LADDER SECURE POINT STEEL SHALL RECEIVE HIGH PERFORMANCE COATING (HPC), UNLESS SST. LADDER SECURE POINT 1" SQUARE BENT BAR FILLET WELDS ON BOTH SIDES TO BE DESIGNED FOR 300 LBS 1/2" STIFFENER PLATE PROVIDE SEALANT WHERE STEEL BARS PENETRATE METAL FASCIA 1" SQUARE STIFFENER BAR, 1 3/4" LONG METAL FASCIA LADDER TIE -OFF -SECTION SCALE: 3" = 1'-0" / 3" ' 11" 3/16 3/16 (3) SIDES 3/16 NS&FS 3/16 3/16 \(3) SIDES 3/16 METAL STANDING SEAM ROOFING METAL SOFFIT STRUCTURAL BEAM BT120-AED916 R-4332357 DEVELOPMENT ENGINEERING msippo 11 /25/2025 Ul DESIGNED BY: SCALE: DRAWING NO.: C. CHEANG Q w AS NOTED STRIDE BUS RAPID TRANSIT DRAWN BY: 9849 REGISTERED U FILENAME: SOUTH RENTON TRANSIT CENTER BT120-AED916 ,, J. CHAN ARCHITTw RIDE J5 S1-BT120-A-v2020 BT105 FACILITY ID: CHECKED BY: NN N BRT General Engineering Consultant z " S UNDTRANSIT CONTRACT No.: BT120 D. HOGAN STATE OF WASH INGT RTA/CN 0205-24 ARCHITECTURE SHEET No: REV: 0 12/10/2024 J.C. D.H. C.C. ISSUED FOR BID APPROVED BY: SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: CANOPY DETAILS PLATFORM 435 0 No. DATE DSN CHK APP REVISION C. CHEANG R. PARGAS 112/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 N co co W 0 N O N Q i O N H m U w C� �I U) Z Q ry H I I U) D m o� 0 0 0 LO It ch a Q� co co L o N O O M N N co 00 1 06/13/2025 JC 0 12/10/2024 JC DH CC ADDENDUM #1 DH CC ISSUED FORBID No. I DATE I DSN I CHK I APP I REVISION ;P212 i DESIGNED BY: C. CHEANG DRAWN BY: J. CHAN CHECKED BY: D. HOGAN APPROVED BY: C. CHEANG \ / BT120-ACP213 9849 I-- REGISTERED STATE OF WASHI 1 BT120-ACP214 - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - I / 1.8 1.9 1.10 1.11 1.12 1.13 1.14 1.15 I I/ I I/ I I I I I I I I I I 1 I 1I II II II II 1 �I II - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —I% SCALE: Q J 1/16" = 1'-0" Q FILENAME: co 4b5Tmq1DE U) w J S 1-BT120-A-v2020 BRT General Engineering Consultant -i LL SouNDTR A SIT CONTRACT No.: IVi/11 RTA/OA 0206-19 SUBMITTED BY: DATE. REVIEWED BY: DATE: SUBMITTAL DATE: R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 PLATFORM E F G H CORE FACILITY GEN N KEY PLAN 16 8 0 16 32 �& �& �& j I I I 0111111i I DEVELOPMENT ENGINEERING SCALE IN FEET msippo 11 /25/2025 :01 R-4332358 nRMA/INr. Nr) STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ARCHITECTURE REFLECTED CEILING PLAN PLATFORM BT120-ACP211 FACILITY ID: BT120 SHEET No: REV: 436 1 LEGEND co co W 0 N 0 N Q O N H m co 0 w CD �I Z Q ry H I n ry I D m of 0 00 LO co 0 a I co c/) L o N o M N N _ c.0 m 1 06/13/2025 JC DH I CC ADDENDUM #1 0 12/10/2024 JC DH CC ISSUED FOR BID No. DATE DSN CHK APP REVISION 1.A 1 I BT120-APD101 o 7.B 0 A I BT120-AEX712 1.0 l DESIGNED BY: C. CHEANG DRAWN BY: J. CHAN CHECKED BY: D. HOGAN APPROVED BY: C. CHEANG 1.1 1.2 1.3 A BT120-AEX711111111!� rA 9Tl20-AEE812 1 w-n„ 1 it-n„ 1 Rl-n„ 1 RI -no, `" I REGISTERED STATE OF WASH IN B BT120-AEE812 '11-� i�G$iu 11 1-n„ 1.4 1'-n° 811 SCALE: Q w 1 /8" = 1'-0" -i mrr U FILENAME: 4bfTJ?IDE U) w J S 1-BT120-A-v2020 BRT General Engineering Consultant CONTRACT No.: SOUNDTRANSIT RTA/OA 0206-19 SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 C PLATFORM D STRIDE PYLON ACCESS PANEL 0 VMS SIGN CAMERA METAL SOFFIT PANEL LIGHT FIXTURE LIGHT FIXTURE LIGHT FIXTURE VMS SIGNAGE - SEE SIGNAGE PLAN E F N G H CORE 8 4 0 8 16 FACILITY GEN KEY PLAN DEVELOPMENT ENGINEERING SCALE IN FEET %,-�- IL I msippo 11 /25/2025 R-4332359 nRA\Aiirnir; Mn STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ARCHITECTURE REFLECTED CEILING PLAN PLATFORM - SECTOR A BT120-ACP212 FACILITY ID: BT120 SHEET No: REV: 437 1 LEGEND co co O W 0 N 0 N Q O N H m U) 0 LLI (DI H (n Z Q ry H I 0 n ry I D m 0 I 0 0 00 LO co a 01 N j CO Cn L o N o M N N (.0 m 1 06/13/2025 JC DH I CC ADDENDUM #1 0 12/10/2024 JC DH CC ISSUED FOR BID No. DATE DSN CHK APP REVISION C DESIGNED BY: C. CHEANG DRAWN BY: J. CHAN CHECKED BY: D. HOGAN APPROVED BY: C. CHEANG STRIDE PYLON ❑0 ACCESS PANEL 0 VMS SIGN I- CAMERA 46 METAL SOFFIT PANEL LIGHT FIXTURE 1.5 1.6 1.7 ❑❑ LIGHT FIXTURE LIGHT FIXTURE A BT120-AEE813 VMS Q v it-n„ 991-n„ v it-n., 1 1-n„ BT120-AEE813 w 9849 Q \ REGISTERED ARCHI - fTJ?IDE U) U) Uj AN L M I BRT General Engineering Consultant J LL STATE OF WASHINGT SUBMITTED BY: R. PARGAS DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH SCALE: M;Vmr=" 1 /8" = 1'-0" FILENAME: S 1-BT120-A-v2020 SOUNDTRANSIT CONTRACT No.: RTA/OA 0206-19 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 D PLATFORM y E kH CORE FACILITY KEY PLAN r SIGNAGE - SEE SIGNAGE PLAN 8 4 0 8 16 DEVELOPMENT ENGINEERING SCALE IN FEET msippo 11 /25/2025 R-4332360 STRIDE BUS RAPID TRANSIT DRAWING NO.: SOUTH RENTON TRANSIT CENTER BT120-ACP213 BT105 FACILITY ID: ARCHITECTURE BT120 SHEET No: REV: REFLECTED CEILING PLAN PLATFORM - SECTOR B 438 1 co co O W 0 N 0 N Q O N H m U) U w CD �I Z Q ry H I n ry I D m 01 0 (.0 00 LO co a 0I cy) co c/) L o N o M N N (.0 m 1.8 1.9 1.10 1.11 1.12 1.13 1.14 1.15 q,-1 n„ 1 91-n„ 1 91-n„ 1 91-n„ 1 91-n„ 1 91-n„ 1 91-n„ 1 91-n„ q,-n„ 1 q,-n„ 1 91-n„ 1 91-n„ 1 91-n„ 1 g,-n„ n,-R„ 1 06/13/2025 JC DH I CC ADDENDUM #1 0 12/10/2024 JC DH CC ISSUED FOR BID No. DATE DSN CHK APP REVISION DESIGNED BY: C. CHEANG DRAWN BY: J. CHAN CHECKED BY: D. HOGAN APPROVED BY: C. CHEANG 9\9 REGISTERED ARCHI 4b5TJ?IDE AN L M I BRT General Engineering Consultant STATE OF WASH NNGT SUBMITTED BY: DATE: REVIEWED BY: R. PARGAS 112/10/2024 J. ALTCHECH SCALE: Q w M;Vr 1 /8" = 1'-0" -i Q FILENAME: U) w U) J S 1-BT120-A-v2020 J J SOUNDTRANSIT CONTRACT No.: RTA/OA 0206-19 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 v PLATFORM D LEGEND STRIDE PYLON ❑0 ACCESS PANEL 0 VMS SIGN CAMERA METAL SOFFIT PANEL LIGHT FIXTURE ❑❑ LIGHT FIXTURE LIGHT FIXTURE VMS SIGNAGE - SEE SIGNAGE PLAN E F N G H CORE 8 4 0 8 16 FACILITY GEN :::] I I KEY PLAN SCALE IN FEET DEVELOPMENT ENGINEERING msippo 11 /25/2025 R-4332361 STRIDE BUS RAPID TRANSIT DRAWING NO.: SOUTH RENTON TRANSIT CENTER BT120-ACP214 BT105 FACILITY ID: ARCHITECTURE BT120 SHEET No: REV: REFLECTED CEILING PLAN PLATFORM - SECTOR C 439 1 N co co 1 6 1 W 0 N 0 N Q O N H m co U w (DI z Q ry ~I 0 n ry I (n D m 0 I 0 00 LO co a 0I CO Cn L o N o M N N (.0 m 2.1 )I 2.2 BT120-AIX721 I� I"' I� I I 1= 0 to BT120-AEE822 15'-5" A BT120-AIX724 2.3 8'-11" 2.4 ROOF OVERHANG I I 1 06/13/2025 JC DH I CC ADDENDUM #1 0 12/10/2024 JC DH CC ISSUED FOR BID No. DATE DSN CHK APP REVISION 27'-9" TRANLUCENT PANEL SYSTEM, TYP. I 1 bT120-APP261 BT120-APD225 DESIGNED BY: C. CHEANG DRAWN BY: J. CHAN CHECKED BY: D. HOGAN APPROVED BY: C. CHEANG 2.5 17'-4" 2.6 17'-3" 2.7 24'-9" 21 '-4" rA" 1 B A OPERATOR C B A BT120-AIX724 BT120-APD223 BT120-AEE821 11 gT120-AIX722 RESTROOM BT120-AIX723 BT120-AIX723 6'_411 811 BT1\0-AES911 BT120-APD222 f%0k1=1 A 1 AI/1TCC. 1. SEE MECHANICAL DRAWING FOR LOCATION OF EQUIPMENT, FIXTURES. 2. SEE ELECTICAL DRAWING FOR LOCATION OF EQUIPMENT, FIXTURES. 3. SEE TELECOM DRAWING FOR LOCATION OF EQUIPMENT, FIXTURES. 4. SEE ROOM FINISH SCHEDULE FOR MATERIALS AND FINISHES. 5. CONTRACTOR TO PROCURE AND PROVIDE FURNITURE AND APPLIANCE 6. FURNITURE: A. OFFICE CHAIR (OF-7) B. FILE CABINET (OF-6). C. SOFA/LOUNGE CHAIR (OF-8), D. END TABLE (OF-9), E. WASTE PAPER BASKET (OF-13), F. FOLDING BENCH WORK BENCH (OF-10) 9849 Q w \ REGISTERED C) ARCHI - ��-"' TJ?IDE W J AN L M I BRT General Engineering Consultant J LL STATE OF WASH NNGT SUBMITTED BY: R. PARGAS DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH SCALE: M;Vmr=" 3/16" = 1'- 0" FILENAME: S 1-BT120-A-v2020 SOUNDTRANSIT CONTRACT No.: RTA/OA 0206-19 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 CORE U FACILITY GEN tKEY PLAN 2.11 6-0" 8'-1 " A OUTLINE OF BT120-AIX723 OVERHANG ABOVE — — — — — — — — — — — 2.A - - 9 1 /i i I Q II 2.113 II I I 'R ao ' I �02.0 II I 2 II AED --- J I A BT120-AEE822 SECURITY I BLDG U')I BT120L1200 NI 257 SF- 2.D 'I 'I N �+ 'I -7 ----- �7-- - 'I OUTLINE OF OVERHANG ABOVE SHEET LEGEND FURNITURE, APPLIANCE: CFCI — CONTRACTOR FURNISHED CONTRACTOR INSTALLED FLOOR DRAIN DOWN SPOUT 8 4 1 0 1 "-A"-A"-A"-A'3 1 1 DEVELOPMENT ENGINEERING SCALE IN FEET msippo 11 /25/2025 01 1 R-4332362 STRIDE BUS RAPID TRANSIT DRAWING NO.: SOUTH RENTON TRANSIT CENTER BT120-APP221 BT105 FACILITY ID: ARCHITECTURE BT120 SHEET No: REV: OVERALL FLOOR PLAN CORE FACILITY 440 1 N co co O W 0 N 0 N Q O N H m 0 w (D �I cn Z Q ry H I 0 n ry I cn D m 0 I 0 (.0 00 LO co 0 a I co C/) L o N o M N N _ m 1 106/13/20251 JC I DH I CC I ADDENDUM #1 0 112/10/20241 JC I DH I CC I ISSUED FORBID No. I DATE I DSN I CHK I APP I REVISION C2., C2.1 C2. 2.8 (�A:) 2.9 BT120-AES911 21'-4" DESIGNED BY: C. CHEANG DRAWN BY: J. CHAN CHECKED BY: D. HOGAN APPROVED BY: C. CHEANG `" I REGISTERED STATE OF WASH IN rAk**16, BT120-AIX723 12.10 12.11 6'-011 81- 1 " F 1 r r2 SCALE: Q w 3/8" = 1'-0" -i mvrm U FILENAME: 4bfTmRIDE w J S 1-BT120-A-v2020 BR T General Engineering Consultant CONTRACT No.: SOUNDTRANSIT RTA/OA 0206-19 SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: R. PARGAS 112/10/2024 J. ALTCHECH 112/10/2024 12/10/2024 GENERAL NOTES: 1. SEE MECHANICAL DRAWING FOR LOCATION OF EQUIPMENT, FIXTURES. 2. SEE ELECTICAL DRAWING FOR LOCATION OF EQUIPMENT, FIXTURES. 3. SEE TELECOM DRAWING FOR LOCATION OF EQUIPMENT, FIXTURES. 4. SEE ROOM FINISH SCHEDULE FOR MATERIALS AND FINISHES. 5. CONTRACTOR TO PROCURE AND PROVIDE FURNITURE AND APPLIANCE 6. FURNITURE: A. OFFICE CHAIR (OF-7) B. FILE CABINET (OF-6). C. SOFA/LOUNGE CHAIR (OF-8), D. END TABLE (OF-9), E. WASTE PAPER BASKET (OF-13), F. FOLDING BENCH WORK BENCH (OF-10) k) AEE822 C PLATFORM tF CORE FACILITY KEY PLAN D 4 2 0 4 I -Al I -Al I -Al /-& 3 1 1 1 1 DEVELOPMENT ENGINEERING SCALE IN FEET msippo 11 /25/2025 :01 R-4332363 nRA\Aiirnir; Nn STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ARCHITECTURE ENLARGED FLOOR PLAN CORE FACILITY - SECTOR E BT120-APD222 FACILITY ID: BT120 SHEET No: REV: 441 1 N co co O W 0 N 0 N Q 0 N H m co U u.1 (D �I Z Q ~I 0- I D m 0 I 0 00 LO co Q_ 0 I co C/) L o N o M N N - (.0 m 2.5 BT120-AIX721 0 WMP-6 FOR ARCHITECTURAL GENERAL NOTES: 1. SEE MECHANICAL DRAWING FOR LOCATION OF EQUIPMENT, FIXTURES. 2. SEE ELECTICAL DRAWING FOR LOCATION OF EQUIPMENT, FIXTURES. 3. SEE TELECOM DRAWING FOR LOCATION OF EQUIPMENT, FIXTURES. 4. SEE ROOM FINISH SCHEDULE FOR MATERIALS AND FINISHES. 5. CONTRACTOR TO PROCURE AND PROVIDE FURNITURE AND APPLIANCE 6. FURNITURE: A. OFFICE CHAIR (OF-7) B. FILE CABINET (OF-6). C. SOFA/LOUNGE CHAIR (OF-8), D. END TABLE (OF-9), E. WASTE PAPER BASKET (OF-13), F. FOLDING BENCH WORK BENCH (OF-10) B I BT120-AES911 2.5 q e C D PLATFORM - -- / c' 1 gH N CORE 4 2 0 4 FACILITY GEN =� KEY PLAN 01SCALE IN FEET DEVELOPMENT ENGINEERING msippo 11 /25/2025 R-4332364 DESIGNED BY: SCALE: DRAWING NO.: C. CHEANG Q w 3/8" = 11-011 STRIDE BUS RAPID TRANSIT BT120-APD223 DRAWN BY: 99 REGISTERED RIDEU FILENAME: SOUTH RENTON TRANSIT CENTER J. CHAN =,, ARCHI w cocn S1-BT120-A-v2020 BT105 FACILITY ID: Z) CHECKED BY: AN L M BRT General Engineering Consultant J $pUNDTRANSIT CONTRACT No.: ARCHITECTURE BT120 1 06/13/2025 JC DH CC ADDENDUM #1 D. HOGAN STATE OF WASH INGT RTA/OA 0206-19 SHEET No: REV: 0 12/10/2024 JC DH CC ISSUED FOR BID APPROVED BY: SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: ENLARGED FLOOR PLAN CORE FACILITY - SECTOR F 442 1 No. DATE DSN CHK APP REVISION C. CHEANG R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 N co co O W 0 N 0 N Q O N H m 0 LLI (D �I (n Z Q ry ~I D_ ry I (n D m 0 I 0 (.0 00 LO co 0 a I co C/) L o N o M N N _ m 1 106/13/20251 JC I DH I CC I ADDENDUM #1 0 112/10/20241 JC I DH I CC I ISSUED FORBID No. I DATE I DSN I CHK I APP I REVISION GENERAL NOTES: 1. SEE MECHANICAL DRAWING FOR LOCATION OF EQUIPMENT, FIXTURES. 2. SEE ELECTICAL DRAWING FOR LOCATION OF EQUIPMENT, FIXTURES. 3. SEE TELECOM DRAWING FOR LOCATION OF EQUIPMENT, FIXTURES. 4. SEE ROOM FINISH SCHEDULE FOR MATERIALS AND FINISHES. 5. CONTRACTOR TO PROCURE AND PROVIDE FURNITURE AND APPLIANCE 6. FURNITURE: A. OFFICE CHAIR (OF-7) B. FILE CABINET (OF-6). A AC. SOFA/LOUNGE CHAIR (OF-8), B D. END TABLE (OF-9), BT120-AIX724 BT120-AIX724 E. WASTE PAPER BASKET (OF-13), F. FOLDING BENCH WORK BENCH (OF-10) 2.1 2.2 2.3 2.4 2.5 15'-5" 8'-11 " 27'-9" /`)" 7'_S2" `)'_S2" 7'_S2" 1 01_/1" 7'_S2" 7'_S2" ')'_S2" Q'_n i DESIGNED BY: C. CHEANG DRAWN BY: J. CHAN CHECKED BY: D. HOGAN APPROVED BY: C. CHEANG `" I REGISTERED STATE OF WASH IN SCALE: Q w 3/8" = 1'-0" -i mvrm U FILENAME: 4bfTmRIDE w J S 1-BT120-A-v2020 BR T General Engineering Consultant CONTRACT No.: SOUNDTRANSIT RTA/OA 0206-19 SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: R. PARGAS 112/10/2024 J. ALTCHECH 112/10/2024 12/10/2024 C PLATFORM E F H CORE FACILITY GEN KEY PLAN ✓NSPOUT, TYP. 0 N D 4 2 0 4 DEVELOPMENT ENGINEERING SCALE IN FEET msippo 11 /25/2025 R-4332365 nRA\A/1rn1r; Nn STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ARCHITECTURE ENLARGED FLOOR PLAN CORE FACILITY - SECTOR G BT120-APD224 FACILITY ID: BT120 SHEET No: REV: 443 1 N co co 0 N O N Q i O N H m U w C� �I U) Z Q ry H I I U) D m 0 I 0 0 0 LO It ch a �I ti co co L o N O O M N N co 00 1 06/13/2025 JC DH CC I ADDENDUM #1 0 112/10/20241 JC I DH I CC I ISSUED FORBID No. I DATE I DSN I CHK I APP I REVISION DESIGNED BY: C. CHEANG DRAWN BY: J. CHAN CHECKED BY: D. HOGAN APPROVED BY: C. CHEANG c d O 2.J 9849 I-- REGISTERED STATE OF WASHI B 2.Y12. 2) BT120-AIX724 1'-4v' 114'-1 " 2.3 - 2.E SCALE: Q J 3/8" = 1'-0" Q FILENAME: co 4bfT)?IDE U) w J S 1-BT120-A-v2020 5 BR T General Engineering Consultant i LL SouNDTR A SIT CONTRACT No.: IVi/11 RTA/OA 0206-19 SUBMITTED BY: DATE. REVIEWED BY: DATE: SUBMITTAL DATE: R. PARGAS 112/10/2024 J. ALTCHECH 112/10/2024 12/10/2024 PLATFORM E F G H CORE FACILITY GEN N KEY PLAN 4 2 0 4 SCALE IN FEET DEVELOPMENT ENGINEERING msippo 11 /25/2025 R-4332366 nRMA/INr. Nn STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ARCHITECTURE ENLARGED FLOOR PLAN CORE FACILITY - SECTOR H BT120-APD225 FACILITY ID: BT120 SHEET No: REV: 444 1 N co co w O N 0 N Q O N m co W (D (n z ry H DI n ry u) m 0 0 0 00 LO M ao rn < CO Cn L o (N (.c) o cy) N N — c0 m 2.1 2.2 2.3 15'-5" 8'-11 " B BT120-AIX724 -.e DOWNSPOUT, TYP A' I T120-AIX721 i I I I 2.4 27'-9" I I A 13T120-AIX724 GUTTER c BT120-AI D909 I I I I I I I I I I I I JI I I I I I I I I I I I I I I I II 17'-4" 17'-3" V A BIRD CONTROL DEVICES, BT120-AIX722 BCD-2, TYP. STEEL FASCIA, C-2, TYP. DOWNSPOUT, TYP. GUTTER --- --- — = OPEN- I � I � I BT120-AED908 I E.; Ll I I I I METAL STANDING SEAM ROOFING ' I CORE FACILITY ROOF PLAN I I � J 2 24'-9" C B BT120-AIX723 BT120-AIX723 w DOWNSPOUT, TYP. 2.9 2.10 2.11 27'-4" 8'-1 " OVERHANG A BELOW - - - BT120-AIX723 I 0 I -------- I N 6'-1" j__ Ic z Z: z z z ZZ 7 ' I 1 I OIT 00 i I 0A C I -1 I � I N BT120-AED907 - - - - - - - - - - - SCALE: 3/16" = 1'-0" BT120-AED905 BT120-ARP321 BT120-ARP341 GENERAL NOTES: 2.9 2.10 ' 1/2"/ 12" ' METAL GUTTER 1. ALL BENCHES ON PLATFORM ARE BENCH-1 TYPE, TYP, UNO. 6'-0" 2. ALL LEAN RAILS ARE LR-1, TYP. I I I I I I I I I I I I I I A I ' BT120-AED90E I I I I li I I I I C BT120-AED906 K 16 1 _0 11 1 06/13/2025 JC DH I CC ADDENDUM #1 0 12/10/2024 JC DH CC ISSUED FOR BID No. DATE DSN CHK APP REVISION 1 ROOF BELOW (TYPE 2 ROOF ASSEMBLY @ STORAGE ROOM) MAIN ROOF OVERHANG 3. ART GLASS UNIT, APA-1 SHALL BE PROVIDED BY OTHERS AT CLERESTORIES AND UPPER PORTION OF WINDSCREEN. CONTRACTOR TO COORDINATE WITH SUPPLIER TO ASSEMBLY UNIT TO ALUMINUM STOREFRONT SYSTEM SF-1 FOR INSTALLATION. 4. ACCENT STRIPS ON COLUMN CLADDINGS ARE PAINTED C-3, TYP, UNO. 5. ACCENT STRIP ON COLUMN CLADDING AT BAY 2 AND BAY 7 TO BE PAINTED C-4. 6. LOCATE DRAIN CLEANOUT AT COLUMN SIDE CLEAR FROM WINDSCREEN, TVM, OR ANY OBJECTS ON THE PLATFORM FOR ACCESS. EXTERIOR COLOR NOTES: C-1: RAILWAY GRAY, CMYK 0/0/0/80 C-2: LAND GRAY, CMYK 0/0/0/6 C-3: WAVE TEAL, CMYK 92/23/22/32 C-4: KCM RAPID RIDE PANTONE 7427, 7427 C, 7427 U CORE FACILITY ROOF PLAN @ STORAGE SCALE: 3/16" = 1'-0" DESIGNED BY: C. CHEANG DRAWN BY: J. CHAN CHECKED BY: D. HOGAN APPROVED BY: C. CHEANG 2.D 2.E BT120-ARP321 2.11 I I I ------------ ------- MAIN ROOF OVERHANG, TYP. t L 1 CK K1 BT120-AE6907 A BT120-AED906 1 '1/2' /2/ 12" --- ------- -L--------------------- - - - - -J i I I I o I I I �0 I 2.F I BT120-AED906 3 ROOF BELOW METAL OVERHANG BT120-ARP321 OVERHANG BELOW ROOF NOTES: 2.A 1. ROOF ASSEMBLIES PER SHEET BT120-AED908 2•113 2. ROOF ASSEMBLY TYPE 1 -BT120L1200 2.0-BT120L1201 -BT120L1202 BT120L1203 -BT120L1204 -BT120L1205 ROOF AT SECURITY-BT120L1206 BUILDING-BT120L1207 -BT120L1208 -BT120L1209 -- 3. ROOF ASSEMBLY TYPE 2 2.D-BT120L1210 � 2.E �. C BT120-AED906 METAL OVERHANG CORE FACILITY ROOF PLAN @ SECURITY BLGD. SCALE: 1/4" = 1'-0" 9\9 REGISTERED ARCHI AN L M STATE OF WASH NNGT SUBMITTED BY: DATE: R. PARGAS 112/10/2024 C D PLATFORM tF CORE 3 FACILITY GEN BT120-ARP321 KEY PLAN DEVELOPMENT ENGINEERI msippo 11 /25/2025 SCALE: W AS NOTED STRIDE BUS RAPID TRANSIT Q < mrrm FILENAME: SOUTH RENTON TRANSIT CENTER cn co 45TJ?IDE W S 1-BT120-A-v2020 BT 105 J BRT General Engineering Consultant SOUNDTRANSIT CONTRACT No.: ARCHITECTURE RTA/OA 0206-19 OVERALL ROOF PLAN REVIEWED BY: DATE: SUBMITTAL DATE: J. ALTCHECH 12/10/2024 12/10/2024 1 CORE FACILITY of R-4332367 1 DRAWING NO.: BT120-ARP321 FACILITY ID: BT120 SHEET No: REV: 445 1 N co co O W 0 N 0 N Q 0 N m co U w CD �I z Q ~I 0 0- I (n m of 0 00 LO co tl 01 N j �n co c/) Ln o N o M N N - c.0 m WINDOW TO WALL RATIO AT WINDOW TO WALL RATIO AT CORE FACILITY (SF/SF) N: 108 / 582 E: 315 / 1,450 S: 60 / 651 W: 92 / 1,380 SECURITY OFFICE (SF/SF) N: 38 / 282 E: 32 / 185 S: 67 / 300 W: 46 / 185 GENERAL NOTE FOR BUILDING ENVELOPE: 1. PROJECT CLOSE OUT DOCUMENTATION SHALL INCLUDE ENVELOPE RECORD CONSTRUCTION DOCUMENTS, APPLICABLE CALCULATIONS, WSEC ENVELOPE COMPLIANCE REPORTS, FENESTRATION NFRC RATING CERTIFICATES, AND A THERMAL ENVELOPE CERTIFICATE. 2. THE THERMAL ENVELOPE CERTIFICATE IN THE PROJECT CLOSE OUT DOCUMENT SHALL COVERS THE RATED R- VALUES OF ALL OPAQUE ASSEMBLY INSULATION, U-FACTORS & SHGCS FOR ALL FENESTRATION ASSEMBLIES. EXTERIOR COLOR NOTES: C-1: RAILWAY GRAY, CMYK 0/0/0/80 C-2: LAND GRAY, CMYK 0/0/0/6 C-3: WAVE TEAL, CMYK 92/23/22/32 C-4: KCM RAPID RIDE PANTONE 7427, 7427 C, 7427 U C-5: HI-LITE YELLOW, CMYK 0/32/95/0 GENERAL NOTES: 1. FIELD CMU: CMU-3, 4" THICK CMU VENEER, TYP. 2. ACCENT CMU: CMU-4, 4" THICK CMU VENEER, TYP. W 4 JL W7 � B W5.2 W5.2 BT120-AID909 L� L�� \\ Ll E I / \ I I I i i I BT120L1209 BT120L1208B BT12OL1208A BT120L1207 ACCENT BT120L1206 BT120L1204 BT120L1202 CMU BT120L1205 BT120L1203 LVR-1 W/ FIELD CMU, TYP. METAL PICKET FENCE SECURITY nAMPFR TYP WINnnWS_ TYP_ UUr111NU7 lam- I, 1 T r. 2.11 2.10 2.9 8'-1 " 6'-0" C-2 TOP & EDGES, A C-5 SOFFIT, TYP BRAKE SHAPE BT120-AIX723 METAL C-1, TYP STEEL COPING, C-1, TYP 21 '-4" ACCENT CMU TRANSLUCENT PANEL TYPE I, TYP. CONTROL JOINT BEHING DOWNSPOUT, TYP. WALL HYDRANT EAST ELEVATION - CORE FACILITY SCALE: 3/16" = 1'-0" (2.7' 24'-9" B C je ) BT120-AIX723 BT120-AIX723 4'-8" 4'-0" 4'-0" 5'-4" 4'-0" EQ EQ EQ EQ , EQ E6�7;E 17'-3" SEE SHEET 2.6 BT120-APP221 17'-4" BT120-AI D900 A FOR SCREEN DETAILS gT120-AIX722 1 ACCESS PANEL, STEEL GRATING, WMP-5, WMP-5, , C-2, TYP. SCREEN, C-2, TYP 8'-0" 4'-8" 8'-0" 4'-0" 4'-0" 2- 1-0" 4'-0" w2'-7" 2.2 )2.1 27'-9" 8'-11 " 14'-1 " A A B BT120-AIX724 BT120-AI D909 BT120-AIX724 METAL ROOF METAL FASCIA, C-2, TYP. I STEEL HEAD FLASHING, C-1, TYP CI I I oil 1 11 LTI -1 - 11 ACCENT CMU COPING, C-1, TYP. CORE FACILITY -ROOF 41'-2" C-2 TOP & EDGES, C-5 SOFFIT, TYP SORE FACILITY 2" BRAKE SHAPE METAL C-1, TYP CORE FACILITY-ROO 41' - 2" Ta J -`+ / - i B f` d O w5.2 7'-4" BT120-AID909 �` 1pm BT120-AI D909 LL-LLI-Lil I 1 4. 1 1 1 1 12 Y--' 'V- A / jCORE FACILITY BT120L1200A 1 9'-3" 8" 6'-4" 4'-0" STEEL SUPPORT DOWNSPOUT, J TRANSLUCENT PANEL SECURITY METAL DOOR W/ FRAMING, C-2, TYP. C-1, TYP. 1'- 6" 8" SYSTEM, TYP. WINDOW VISION PANEL LVR-1, BEHIND ACCENT CMU, TYP. ws ws ws ws ; ws ws w s METAL SCREEN 4 LANDSCAPE PLANTER EDGE FIELD CMU, TYP. FIELD CMU METAL FRAME, HPC-2, C-1 ARCHITECTURAL GREEN STEEL TRIM AT DOWNSPOUT METAL PICKET FENCE, C-1, TYP. DOWNSPOUT, TYP. WALL, WMP-6, C-2, TYP. JAMB, C-3, TYP WEST ELEVATION - CORE FACILITY (�B 1 8 4 0 8 SCALE: 3/16" = 1'-0" BT120-APP221 LDELVELOPIMENT ENGINEERING o SCALE IN FEET o 11 /25/2025 R-4332368 DESIGNED BY: SCALE: DRAWING NO.: C. CHEANG Q w 3/16" =1'-0" STRIDE BUS RAPID TRANSIT BT120-AEE821 DRAWN BY: 99 REGISTERED TJ?IDE z U FILENAME: SOUTH RENTON TRANSIT CENTER J. CHAN ARCHI w J S1-BT120-A-v2020 BT105 FACILITY ID: CHECKED BY: AN L M BRT General Engineering Consultant J $pUNDTRANSIT CONTRACT No.: ARCHITECTURE BT120 1 06/13/2025 JC DH CC ADDENDUM #1 D. HOGAN STATE OF WASH INGT RTA/OA 0206-19 SHEET No: REV: 0 12/10/2024 JC DH CC ISSUED FOR BID APPROVED BY: SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: EXTERIOR ELEVATIONS CORE FACILITY 446 1 No. DATE DSN CHK APP REVISION IC.CHEANG R. PARGAS 112/10/2024 J. ALTCHECH 112/10/2024 112/10/2024 N co co O W 0 N 0 N Q 0 N m co w CD I z ry I 0 n ry I (n D m 0 I 0 co 00 LO Q M M c) QI o � L N O O �p N cy) o CO WINDOW TO WALL RATIO AT WINDOW TO WALL RATIO AT CORE FACILITY (SF/SF) SECURITY OFFICE (SF/SF N: 108 / 582 N: 38 / 282 E: 315 / 1,450 E: 32 / 185 S: 60 / 651 S: 67 / 300 W: 92 / 1,380 W:46 / 185 2.F '2. E 2.DDi 2.0 2.113 2.A 6'-0" 2'-8" 8'-9" 2'-011 21-011 ACCENT C1 FIELD CMU, TY C-2 TOP EDGES, C-5 SOF TYP - BT120-AIX721 NORTH ELEVATION I - CORE FACILITY SCALE: 3/16" = 1'-0" METAL ROOF DOWNSPOUT BEYOND FROM MAIN ROOF. METAL GUTTER DOW NPOUT —I— TRANSLUCENT PANEL METAL OVERHANG METAL PICKET FENCE WINDOW, TYP. METAL ROOF METAL FASCIA DOWNSPOUT TO LOWER ROOF CORE FACILITY -ROOF 41'-2" METAL COPING AT LOWER ROOF CORE FACILITY 28' - 2" SECURITY WINDOW, TYP. BT120-APP221 ACCENT CMU, TYP. METAL DOOR W/ VISION PANEL 2.A '2, C 4'-0" BT120-AI D909 1 METAL DOOR, TYP. WMP-6, STEEL GRATING, C-1, TYP METAL ROOF METAL FASCIA, TYP. CORE FACILITY -ROOF OgL 41'-2" TRANSLUCENT PANEL TYPE I T.O.M MECHANICAL SCREEN METAL MESH METAL PICKET FENCE o DOWNSPOUT, C-1, TYP. FIELD CMU, TYP. CONCRETE PLANTER BOX � CORE FACILITY 28'-2" NORTH ELEVATION II - CORE FACILITY SCALE: 3/16" = 1'-0" 2.E 2.F 11'-5" 6'-0" C 1 BT120-AED907 F BT120-AES911 OPP, SIM CORE FACILITY -ROOF 41' - 2" GUTTER C-2 TOP & EDGES, C-5 SOFFIT, TYP SECURITY WINDOW, TYP. DOWNSPOUT, C-1, TYP. CORE FACILITY 28' - 2" BT120-APP221 MECHANICAL METAL MESH SCREEN BEYOND CLOSED CIRCUIT TELEVISION CAMERA, TYP. N - CO i co 0 DOWNSPOUT TRANSLUCENT PANEL SYSTEM, TYP. - EXTERIOR COLOR NOTES: C-1: RAILWAY GRAY, CMYK 0/0/0/80 C-2: LAND GRAY, CMYK 0/0/0/6 C-3: WAVE TEAL, CMYK 92/23/22/32 C-4: KCM RAPID RIDE PANTONE 7427, 7427 C, 7427 U C-5: HI-LITE YELLOW, CMYK 0/32/95/0 2.J 2.H 12'-0" I A BT120-AED906 I I DOWNSPOUT, C�1, TYP. METAL ROOF FIELD CMU, TYP. METAL GUTTER, C-1, TYP. 2.A n2.0 4'-0" 1 1'-5" 1 0'-0" 1 2'-0" 1 2'-0" 12' BT120-AED908 CLOSED CIRCUIT TELEVISION CAMERA, TYP. F- ACCENT CMU GENERAL NOTES: 1. FIELD CMU: CMU-3, 4" THICK CMU VENEER, TYP. 2. ACCENT CMU: CMU-4, 4" THICK CMU VENEER, TYP. 15'-5" � m o BT120L1210B i 1 ' 120L1210A METAL OVERHEAD. BTMETAL DOOR, TYP. DOOR, TYP. NORTH ELEVATION III - CORE FACILITY rc SCALE: 3/16" = 1'-0" BT120-APP221 (�2.E n2G 2.H I I I I D BT120-AED907 STEEL FLASHING, C-1, TYP. M. LO STEEL TRIM AT JAMB, C-3, TYP. �i �iW5.1l ACCENT CMU TRANSLUCENT PANEL SYSTEM, TYP. 2.J I d ) I A BT120-AED906 METAL ROOF METAL GUTTER METAL FASCIA CORE FACILITY -ROOF 41'-2" DOWNSPOUT CORE FACILITY 28'-2" FIELD CMU, TYP. CORE FACILITY -ROOF T.O.M. _ 41' - 2" CLOSED CIRCUIT TELEVISION _ ---CAMERA, TYP. N CORE FACILITY 28'-2" SOUTH ELEVATION II - CORE FACILITY( E SCALE: 3/16" = 1'-0" BT120-APP221 8 4 0 8 EDEVELOPINIENT ENGINEERING SCALE IN FEET o 11 /25/2025 R-4332369 DESIGNED BY: SCALE: DRAWING NO.: C. CHEANG Q J 3/16" = 1'-0" STRIDE BUS RAPID TRANSIT BT120-AEE822 DRAWN BY: 9849 REGISTERED RIDEU FILENAME: SOUTH RENTON TRANSIT CENTER J. CHAN ARC w co S1-BT120-A-v2020 BT105 FACILITY ID: CHECKED BY: CHAN LA AN BRT General Engineering Consultant J U- CONTRACT SOUNDTRANSIT No.: BT120 ARCHITECTURE D. HOGAN STATE OFWASHINGT N RTA/CN 0205-24 SHEET No: REV: 0 12/10/2024 J.C. D.H. C.C. ISSUED FOR BID APPROVED BY: SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: EXTERIOR ELEVATIONS No. DATE DSN CHK APP REVISION IC.CHEANG R. PARGAS 112/10/2024 J. ALTCHECH 112/10/2024 12/10/2024 CORE FACILITY 447 0 SOUTH ELEVATION I - CORE FACILITY SCALE: 3/16" = 1'-0" BT120-APP221 N co co W 0 N 0 N Q O N H m co U w CD I H (n Z Q IY H I 0 n ry I m of 0 co 00 LO a o rn I M >Q M N 0 0 LO cy) CO 2.3 2.4 2.5 2.6 2.7 2.8 2.9 2.10 2.11 A A C B A BABT120-AIX724 BT120-AIX724 BT120-AIX722 BT120-AIX723 BT120-AIX723 IBT120-AIX723 E FULL HEIGHT METAL CHAIN BT120-AED908 B LINK FENCE BT120-AED907 10'-7 1 /2" CORE FACILITY-ROO 111F tj 'AwOPERATOR OPERATOR- OPERATOR OPERATOR -, LACTATION SEC, T120-AID909 SECURITY ELECTRICAL RESTROOM RESTROOM RESTROOM RESTROOM JANITOR ROOM STORAGE TELECOM IBLDG BT120L1209 '� BT120L1208 BT120L1207 BT120L1206. BT120L1205 a BT120L1204. BT120L1203 BT120L1202 BT120L1201 BT.---.- I00 Fl` L - - — - E:� '_ I , ", I :, , ,909 ®- ® ®� Ell L Y a a 28' 12 CORE FAC METAL FENCE 1�7 BT120-AED905 TRANSVERSE SECTION - CORE FACILITY q SCALE: 3/16" = 1'-0" BT120-ARP221 8 4 0 8 DEVELOPMENT ENGINEERING SCALE IN FEET msippo 11 /25/2025 R-4332370 DESIGNED BY: SCALE: DRAWING NO.: C. CHEANG Q w 3/16" = 1'-0" STRIDE BUS RAPID TRANSIT DRAWN BY: 9849 REGISTERED U FILENAME: SOUTH RENTON TRANSIT CENTER BT120-AIX721 J. CHAN ARC w RIDE J S1-BT120-A-v2020 BT105 FACILITY ID: Z) CHECKED BY: N N BRT General Engineering Consultant J U_ SOUNDTRANSIT CONTRACT No.: ARCHITECTURE BT120 D. HOGAN STATEOFWASHINGT RTA/CN 0205-24 SHEET No: REV: 0 12/10/2024 J.C. D.H. C.C. ISSUED FOR BID APPROVED BY: SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: BUILDING SECTIONS No. DATE DSN CHK APP REVISION C. CHEANG R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CORE FACILITY 448 0 N co co O W O N (D N Q O N H !b U) 0 w CD I H (n Z Q ry H I 0 n ry I (n D m of 0 co 00 LO M a 0 N >Q M 0 0 LO CY) m BUILDING THERMAL ENVELOPE AIR LEAKAGE TEST 2.A 22 2.0 2.D 2.E 1. BUILDING AIR LEAKAGE TESTING SHALL BE PERFORMED PER ASTM C779 2. THE TARGET LEAKAGE RATE IS 0.25 CFM/FT2 (1.5 L/S*M2) AT 0.3 IN. WG (75 PA) 3. TESTED PORTIONS OF THE BUILDING SHALL INCLUDE ALL SPACES DIRECTLY UNDER THE ROOF, ALL SPACES THAT HAVE A BUILDING ENTRANCE, EXPOSED FLOOR, LOADING DOCK OR ARE BELOW GRADE PLANE, AND REPRESENTATIVE ABOVE - GRADE AREAS THAT TOTAL >: 25% OF THE BUILDING TOTAL ABOVE -GRADE WALL AREA; 4. THE WEIGHTED AVERAGE AIR LEAKAGE RATE OF THE BUILDING THERMAL CONTINUOUS AIR BARRIER ENVELOPE SHALL NOT EXCEED 0.25 CFM/FT2 (1.27 L/S*M2) WHEN MEASURED AT A GRAPHIC REPRESENATION — — — — — — — — — — — — — — — — PRESSURE DIFFERENTIAL OF 0.3 IN. WG (75 PA). FOR BUILDING ENVELOPE, SEE WALL SECTION FOR DETAIL I TRANVERSE SECTION - @ OPERATOR RESTROOM ( A SCALE: 3/4" = V-0" BT120-ARP221 DESIGNED BY: C. CHEANG DRAWN BY: 9849 REGISTERED J. CHAN ARC 45 — F)R TmRIDE CHECKED BY: N N BRT General Engineering Consultant D. HOGAN STATE OF WASHINGT 0 12/10/2024 J.C. D.H. C.C. ISSUED FOR BID APPROVED BY: SUBMITTED BY: DATE: REVIEWED BY: No. DATE I DSN I CHK APP REVISION C. CHEANG I R. PARGAS 112/10/2024 J. ALTCHECH SCALE: Q w mrr As indicated _j Q FILENAME: � w U) S 1-BT120-A-v2020 Z J J U_ SOUNDTRANSIT N R T0. CONTRACT /CN 02 05-24 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 8 4 0 8 EDEVESLiOPIMENT ENGINEERING SCALE IN FEET I o 11 /25/2025 R-4332371 STRIDE BUS RAPID TRANSIT DRAWING NO.: SOUTH RENTON TRANSIT CENTER BT120-AIX722 BT105 FACILITY ID: ARCHITECTURE BT120 SHEET No: REV: BUILDING SECTIONS II CORE FACILITY 449 0 N co co O W 0 N O N Q O N H !b co 0 w (D I H (n Z Q ry H I 0 n ry I (n D m of 0 co 00 LO M a 0 j >I M co D 0 N O L m 2.A 2.13 2.0 2.D 2.E 2.F C BT120-AED908 BT120-AED906 BT120-AED907 _7 CORE FACILITY-ROOF ------ — I — 41'-2" i'' BT120-AED907 E SECURITY — BT120-AED909 BLDG BT120L1200 ME TRANVERSE SECTION - @ SECURITY ROOM SCALE: 1 /4" = 1'-0" CORE FACILITY 28'-2" BT120-ARP221 PLANTE PLANTE WALL SCALE: 1 /4" = 1'-0" BUILDING THERMAL ENVELOPE AIR LEAKAGE TEST 1. BUILDING AIR LEAKAGE TESTING SHALL BE PERFORMED PER ASTM C779 2. THE TARGET LEAKAGE RATE IS 0.25 CFM/FT2 (1.5 L/S*M2) AT 0.3 IN. WG (75 PA) 3. TESTED PORTIONS OF THE BUILDING SHALL INCLUDE ALL SPACES DIRECTLY UNDER THE ROOF, ALL SPACES THAT HAVE A BUILDING ENTRANCE, EXPOSED FLOOR, LOADING DOCK OR ARE BELOW GRADE PLANE, AND REPRESENTATIVE ABOVE - GRADE AREAS THAT TOTAL >_ 25% OF THE BUILDING TOTAL ABOVE -GRADE WALL AREA; 4. THE WEIGHTED AVERAGE AIR LEAKAGE RATE OF THE BUILDING THERMAL ENVELOPE SHALL NOT EXCEED 0.25 CFM/FT2 (1.27 L/S*M2) WHEN MEASURED AT A PRESSURE DIFFERENTIAL OF 0.3 IN. WG (75 PA). 22 2.0 2.D 2.E 2.A 22 2.0 BT120-AED908 GENERAL NOTES: 1. SEE MECHANICAL DRAWING FOR LOCATION OF EQUIPMENT, FIXTURES. 2. SEE ELECTICAL DRAWING FOR LOCATION OF EQUIPMENT, FIXTURES. 3. SEE TELECOM DRAWING FOR LOCATION OF EQUIPMENT, FIXTURES. 4. SEE ROOM FINISH SCHEDULE FOR MATERIALS AND FINISHES. 5. CONTRACTOR TO PROCURE AND PROVIDE FURNITURE AND APPLIANCE 6. FURNITURE: A. OFFICE CHAIR (OF-7) B. FILE CABINET (OF-6). C. SOFA/LOUNGE CHAIR (OF-8), D. END TABLE (OF-9), E. WASTE PAPER BASKET (OF-13), F. FOLDING BENCH WORK BENCH (OF-10) CONTINUOUS AIR BARRIER GRAPHIC REPRESENATION AT BUILDING ENVELOPE, SEE WALL SECTION FOR DETAIL, TYP CORE ACI LITY-_ROOF - 41'-2" I� +. l BCD-2 '_ JANITOR BT120L1203 :ORE FACILITY 28'-211 TRANVERSE SECTION - @ LACTATION ROOM BT120-ARP221 DESIGNED BY: C. CHEANG Q w DRAWN BY: 9849 REGISTERED v U) J. CHAN ARCHITE�TRIDE w J � / J CHECKED BY: f VNZAN1��NG BRT General Engineering Consultant z D. HOGAN STATE OF WASH INGT 0 12/10/2024 J.C. D.H. C.C. ISSUED FORBID APPROVED BY: SUBMITTED BY: DATE: REVIEWED BY: No. DATE DSN CHK APP REVISION C. CHEANG R. PARGAS 12/10/2024 J. ALTCHECH 2.D 2.E 4 CORE _FACILITY -ROOF 41'-2" Ilk I— CORE FACILITY 28'-2" TRANVERSE SECTION - @ JANITOR ROOM SCALE: 1 /4" = 1'-0" SCALE: M;Vmr=" As indicated FILENAME: S 1-BT120-A-v2020 SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 BT120-ARP221 4 2 0 4 8 FDEVESLiOPPMENT ENGINEERING SCALE IN FEET IL I o 11 /25/2025 R-4332372 STRIDE BUS RAPID TRANSIT DRAWING NO.: SOUTH RENTON TRANSIT CENTER BT120-AIX723 BT105 FACILITY ID: ARCHITECTURE BT120 SHEET No: REV: BUILDING SECTIONS III CORE FACILITY 450 0 N co co W 0 N O N Q O N H m co 0 w CD I H (n Z Q ry H I 0 I D m of 0 co 00 LO Q M �0 O QI o � D L N O O �p N cY) O CO BT120-AED906 C BT1220-AE/D909 V 2.A 2.113 2.0 F FRAMING FOR CABLE SUPPORTS TELECOM BT120L1208 TRANVERSE SECTION - @ TELECOM ROOM SCALE: 1 /4" = 1'-0" 2.G CORE FACILITY -ROOF 41'-2" CORE FACILITY gL 28'-2" BT120-ARP221 BT120-AID N_1� 2.E ) BT120-AEE B BT120-AED906 CONTINUOUS AIR BARRIER GRAPHIC REPRESENATION FOR BUILDING ENVELOPE, SEE WALL SECTION FOR P'%rTA II BUILDING THERMAL ENVELOPE AIR LEAKAGE TEST 1. BUILDING AIR LEAKAGE TESTING SHALL BE PERFORMED PER ASTM C779 2. THE TARGET LEAKAGE RATE IS 0.25 CFM/FT2 (1.5 L/S*M2) AT 0.3 IN. WG (75 PA) 3. TESTED PORTIONS OF THE BUILDING SHALL INCLUDE ALL SPACES DIRECTLY UNDER THE ROOF, ALL SPACES THAT HAVE A BUILDING ENTRANCE, EXPOSED FLOOR, LOADING DOCK OR ARE BELOW GRADE PLANE, AND REPRESENTATIVE ABOVE - GRADE AREAS THAT TOTAL >_ 25% OF THE BUILDING TOTAL ABOVE -GRADE WALL AREA; 4. THE WEIGHTED AVERAGE AIR LEAKAGE RATE OF THE BUILDING THERMAL ENVELOPE SHALL NOT EXCEED 0.25 CFM/FT2 (1.27 L/S*M2) WHEN MEASURED AT A PRESSURE DIFFERENTIAL OF 0.3 IN. WG (75 PA). TRANVERSE SECTION - @ STORAGE/ ELECTRICAL g SCALE: 1/4" = 1'-0" BT120-ARP221 2.J BT120-AED908 NI-1-1 CORE FACILITY -ROOF _i�_ 41' - 211 CORE FACILITY 281 - 211 4 2 0 4 8 i SCALE IN FEET DEVELOPMENT ENGINEERING msippo 11/25/2025wl R-4332373 DESIGNED BY: SCALE: DRAWING NO.: C. CHEANG Q w As indicated STRIDE BUS RAPID TRANSIT DRAWN BY: 9849 REGISTERED U FILENAME: SOUTH RENTON TRANSIT CENTER BT120-AIX724 J. CHAN ARCHITECf�5 RIDE w co S1-BT120-A-v2020 BT105 FACILITY ID: TCHECKED BY: CH A AM CHEANG� BRT General Engineering Consultant z U_ CONTRACT No.: BT120 STATE OF WASHINGTON SOUNDTRANSIT ARCHITECTURE D. HOGAN RTA/CN 0205-24 SHEET No: REV: 0 12/10/2024 J.C. D.H. C.C. ISSUED FOR BID APPROVED BY: SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: BUILDING SECTIONS IV No. DATE DSN CHK APP REVISION C. CHEANG R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CORE FACILITY 451 0 N co co W O N 0 N Q O N_ H m co w cD �I z Q IY I 0 n Q IY I (n D m of 0 00 LO co Q_ Q I �n co c/) L o N o M N N (.0 m A BT120-AED908 J BT120-AID900 I 6 1 /2" 1 I� l I- A BT120-AED909 a 1 06/13/2025 JC DH CC ADDENDUM #1 0 12/10/2024 JC DH CC ISSUED FORBID No. DATE DSN CHK APP REVISION I I — — — — — — — — — — J WALL SECTION SCALE: 3/4" = V-0" DESIGNED BY: C. CHEANG DRAWN BY: J. CHAN CHECKED BY: D. HOGAN APPROVED BY: C. CHEANG TYPICAL ROOF ASSEMBLY FROM TOP TO BOTTOM I BT120-AED909 CORE FACILITY -ROOF gL 41'-2" 1 METAL WALL PANEL PER ELEVATION TYP CMU VENEER WALL ASSEMBLY FROM OUTSIDE TO INSIDE - CMU VENEER, TYPE PER ELEVATIONS - 2" AIR CAVITY - R10 CONTINUOUS INSULATION - AIR BARRIER - EXTERIOR SHEATHING - METAL 6" STUD FRAMING W/ R13 INSULATION, W/ VAPOR RETARDER - FINISH PER SCHEDULE TYPICAL CMU WALL ASSEMBLY FROM OUTSIDE TO INSIDE TYPICAL INSULATION AT FOUNDATION PERIMETER. PROVIDE UNDERSLAB VAPOR RETARDER, TYP. 1141 %, I REGISTERED STATE OF WASH IN —CORE FACILITY 28' - 2" BT120-AIX722 SUBMITTED BY: R. PARGAS F)l 2.11) TYPICAL ROOF ASSEMBLY FROM TOP TO BOTTOM - METAL ROOFING - ROOF UNDERLAYMENT/ AIR BARRIER - PROTECTION BOARD - METAL DECKING OVER ROOF STRUCTURE D - R-49 ATTIC INSULATION BT120-AID912 BT120-AED906 I J I I CORE FACILITY -ROOF --_—� 41'-2" E BT120-AED907 TYPICAL WALL ASSEMBLY FROM OUTSIDE TO INSIDE - METAL CLADDING - R10 CONTINUOUS INSULATION - AIR BARRIER - EXTERIOR SHEATHING - METAL STUD FRAMING W/ R13 INSULATION - FINISH PER SCHEDULE C BT120-AI D900 OPP 45TmoTIDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH D BT120-AED906 2'-0" WALL SECTION SCALE: 3/4" = V-0" TYPICAL INSULATION AT FOUNDATION PERIMETER OUTSIDE TO INSIDE - PROTECTION BOARD W/ METAL SHEATHING AS NEEDED - CONTINUOUS W/ R-10 PERIMETER FOUNDATION INSULATION 24" BELOW THE GRADE - DAMPPROOFING CORE FACILITY . a 28'-2" SCALE: Q w mrr 3/4" = 1'-0" Q FILENAME: cn w C/) J S 1-BT120-A-v2020 z J U_ SOUNDTRANSIT CONTRACT No.: RTA/OA 0206-19 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 BT120-AIX722 2 1 0 20 EDEVESLiOPIMENT ENGINEERING SCALE IN FEET ppo 11 /25/2025 R-4332374 STRIDE BUS RAPID TRANSIT DRAWING NO.: SOUTH RENTON TRANSIT CENTER BT120-AIX725 BT105 FACILITY ID: ARCHITECTURE BT120 SHEET No: REV: WALL SECTIONS CORE FACILITY 452 1 N co co W O N 0 N Q O N H m co U w (I z Q ry I 0 n ry I Cn D m OI 0 co 00 LO Q M tic) O QI o Cn D L N O O �p N cy) o N m 0 1 12/10/2024 1 J.C. I D.H. I C.C. I ISSUED FOR BID No. I DATE I DSN I CHK I APP I REVISION ELECTRICAL PANEL EJ SECURITY ELEVATION A SCALE: 3/8" = 1'-0" L. 2' - 6" SECURITY ELEV C1 SCALE: 3/8" = 1'-0" DESIGNED BY: C. CHEANG DRAWN BY: J. CHAN CHECKED BY: D. HOGAN APPROVED BY: C. CHEANG PLDC SSCT N BT120-APD222 BT120-APD222 9849 REGISTERED ^/ ARC T? CHAN AM EI�ANG WSHIN STATE OF GT N PLDC SUBMITTED BY: R. PARGAS DATE: 12/10/2024 SSCT GENERAL NOTES: 1. SEE MECHANICAL DRAWING FOR LOCATION OF EQUIPMENT, FIXTURES. 2. SEE ELECTICAL DRAWING FOR LOCATION OF EQUIPMENT, FIXTURES. 3. SEE TELECOM DRAWING FOR LOCATION OF EQUIPMENT, FIXTURES. 4. SEE ROOM FINISH SCHEDULE FOR MATERIALS AND FINISHES. 5. CONTRACTOR TO PROCURE AND PROVIDE FURNITURE AND APPLIANCE 6. FURNITURE: A. OFFICE CHAIR (OF-7) B. FILE CABINET (OF-6). C. SOFA/LOUNGE CHAIR (OF-8), D. END TABLE (OF-9), E. WASTE PAPER BASKET (OF-13), F. FOLDING BENCH WORK BENCH (OF-10) Lq�w - f+ I '+ - U I I - f+ SECURITY ELEVATION B B 13T120-AI D912 SCALE: 3/8" = 1'-0" BT120-APD222 5' - 0" 4' - 0" SEE A/BT120-AID912 FOR BASE CABINET SECURITY ELEV 131 SCALE: 3/8" = 1'-0" Q w 45TJ?IDE U) U) W J BRT General Engineering Consultant z " SOUNDTRANSIT REVIEWED BY: J. ALTCHECH DATE: 12/10/2024 SCALE: 3/8" = 1' - 0" FILENAME: S 1-BT120-A-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 12/10/2024 BT120-APD222 4 2 0 4 8 SCALE IN FEET DEVELOPMENT ENGINEERING I msippo 11 /25/2025 R-4332375 STRIDE BUS RAPID TRANSIT DRAWING NO.: SOUTH RENTON TRANSIT CENTER BT120-AIE821 BT105 FACILITY ID: ARCHITECTURE BT120 SHEET No: REV: INTERIOR ELEVATIONS CORE FACILITY - SECURITY ROOM 453 0 N co co O W 0 N O N Q O N H !b co U w CD �I z Q ry I 0 n ry I Cn D m of 0 co 00 LO Q M �c) O QI o Cn L N O O �p N cy) o N m LACTATION RM ELEV - A SCALE: 3/8" = 1'-0" WATER HI FAUCET MOP SINK JANITOR RM ELEV - A SCALE: 3/8" = 1'-0" 0 1 12/10/2024 1 J.C. I D.H. I C.C. I ISSUED FOR BID No. I DATE I DSN I CHK I APP I REVISION OF-9 OF-8, TYP BT120-APD223 BT120-APD223 DESIGNED BY: C. CHEANG DRAWN BY: J. CHAN CHECKED BY: D. HOGAN APPROVED BY: C. CHEANG LACTATION RM ELEV - B SCALE: 3/8" = 1'-0" BT120-APD223 JANITOR RM ELEV - B SCALE: 3/8" = 1'-0" 1141 %, I REGISTERED CHAN LAM-CRE STATE OF WASHI SUBMITTED BY: R. PARGAS BT120-APD223 DATE: 12/10/2024 -r 11.LV ILI LIV 1 1..7ll1-1) L, 1 1 I LACTATION RM ELEV - C SCALE: 3/8" = 1'-0" PT GWB, TYP JANITOR RM ELEV - C SCALE: 3/8" = 1'-0" Q w U 4fTm)?IDE U) co W J BRT General Engineering Consultant z " SOUNDTRANSIT REVIEWED BY: J. ALTCHECH DATE: 12/10/2024 REFRIGERATOR O 1 N SSCT W/ BACKSPLASH SINK 1 N 3' W x 2' D SINK CABINET. SPLIT TOE KICK ATTACHED TO BACK OF EA. OPERABLE DOOR BT120-APD223 BT120-APD223 SCALE: 3/8" = 1' - 0" FILENAME: S 1-BT120-A-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 12/10/2024 GENERAL NOTES: 1. SEE MECHANICAL DRAWING FOR LOCATION OF EQUIPMENT, FIXTURES. 2. SEE ELECTICAL DRAWING FOR LOCATION OF EQUIPMENT, FIXTURES. 3. SEE TELECOM DRAWING FOR LOCATION OF EQUIPMENT, FIXTURES. 4. SEE ROOM FINISH SCHEDULE FOR MATERIALS AND FINISHES. 5. CONTRACTOR TO PROCURE AND PROVIDE FURNITURE AND APPLIANCE 6. FURNITURE: A. OFFICE CHAIR (OF-7) B. FILE CABINET (OF-6). C. SOFA/LOUNGE CHAIR (OF-8), D. END TABLE (OF-9), E. WASTE PAPER BASKET (OF-13), F. FOLDING BENCH WORK BENCH (OF-10) I I I q BT120-AID912 I I I I I I LACTATION RM ELEV - D SCALE: 3/8" = 1'-0" JANITOR RM ELEV - D SCALE: 3/8" = 1'-0" BT120-APD223 BT120-APD223 4 2 0 4 8 FDEVESLiOPPMENT ENGINEERING SCALE IN FEET IL I o 11 /25/2025 R-4332 776 STRIDE BUS RAPID TRANSIT DRAWING NO.: SOUTH RENTON TRANSIT CENTER BT120-AIE822 BT105 FACILITY ID: ARCHITECTURE BT120 SHEET No: REV: INTERIOR ELEVATIONS CORE FACILITY - LACTATION ROOM, JANITOR ROOM 454 0 N co co W 0 N 0 N Q 0 N H m co U w (D I z Q ry I 0 I (n D m 0 I 0 co 00 LO a o N_ N M 0 N co m �v STORAGE SCALE: 3/8" = 1'-0" OPE SCALE: 3/8" = 1'-0" 3'-0" TA-6 PT GYP CT OPERATOR RESTROOM 2 TA-3 0 PT GWB, TYP. BT120-APD223 B BT120-APD223 TRANSLUCENT PANEL SYSTEM, TYP. TRANSLUCENT PANEL SYSTEM, TYP. LAVATORY BEYOND URINAL OPERATOR RESTROOM 1 SCALE: 3/8" = 1'-0" PT GYP CT / OPERATOR RESTROOM 2 BT120-APD223 d a OPERATOR RESTROOM 1 SCALE: 3/8" = 1'-0" OPERATOR RESTROOM 2 I WIN VA BT120-APD223 a H GENERAL NOTES: 1. SEE MECHANICAL DRAWING FOR LOCATION OF EQUIPMENT, FIXTURES. 2. SEE ELECTICAL DRAWING FOR LOCATION OF EQUIPMENT, FIXTURES. 3. SEE TELECOM DRAWING FOR LOCATION OF EQUIPMENT, FIXTURES. 4. SEE ROOM FINISH SCHEDULE FOR MATERIALS AND FINISHES. 5. CONTRACTOR TO PROCURE AND PROVIDE FURNITURE AND APPLIANCE 6. FURNITURE: A. OFFICE CHAIR (OF-7) B. FILE CABINET (OF-6). C. SOFA/LOUNGE CHAIR (OF-8), D. END TABLE (OF-9), E. WASTE PAPER BASKET (OF-13), F. FOLDING BENCH WORK BENCH (OF-10) OPERATOR RESTROOM 1 SCALE: 3/8" = V-0" PT GYP CT 3'-6" TA-5---[=] TA-6— TA-1 71 OPERATOR RESTROOM 2 42" STAINLESS STEEL GRAB BAR TA-12 BT120-APD223 SCALE: 3/8" = 1'-0" BT120-APD223 SCALE: 3/8" = 1'-0" BT120-APD223 SCALE: 3/8" = 1'-0" BT120-APD223 ° SCALE: 3/8 - - 1 0 - 4 2 0 4 8 FDEVELOPIMENT ENGINEERING SCALE IN FEET o 11 /25/2025 U I R-4332377 DESIGNED BY: SCALE: DRAWING NO.: C. CHEANG Q w 3/8" = 1' - o" STRIDE BUS RAPID TRANSIT DRAWN BY: 9849 REGISTERED U FILENAME: SOUTH RENTON TRANSIT CENTER BT120-AIE823 J. CHAN ARC w RIDE J S1-BT120-A-v2020 BT105 FACILITY ID: CHECKED BY: N N BRT General Engineering Consultant z " S UNDTRANSIT CONTRACT No.: BT120 D. HOGAN STATE OF WASH INGT RTA/CN 0205-24 ARCHITECTURE SHEET No: REV: 0 12/10/2024 J.C. D.H. C.C. ISSUED FOR BID APPROVED BY: SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: INTERIOR ELEVATIONS CORE FACILITY -OPERATOR RESTROOM 455 0 No. DATE DSN CHK APP REVISION C. CHEANG R. PARGAS 112/10/2024 J. ALTCHECH 112/10/2024 112/10/2024 N C'7 C'7 0 W 0 N O N Q O N H m co U w UI z Q ry I 0 n ry I (n D m 0 I 0 co 00 LO a o co I N M _D 0 N O co m OPERATOR RESTROOM 3 SCALE: 3/8" = 1'-0" 3'-0" TA-6 PT GYP CT 1 OPERATOR RESTROOM 4 TRANSLUCENT PANEL SYSTEM, TYP. BT120-APD223 O U) z a U PT GYP CT OPERATOR RESTROOM 3 SCALE: 3/8" = 1'-0" OPERATOR RESTROOM 4 BT120-APD223 TRANSLUCENT PANEL SYSTEM, TYP. PT GYP CT TA-3 3'-0" TYP TA-6 0 OPERATOR RESTROOM 3 SCALE: 3/8" = 1'-0" OPERATOR RESTROOM 4 TA-12 BT120-APD223 GENERAL NOTES: 1. SEE MECHANICAL DRAWING FOR LOCATION OF EQUIPMENT, FIXTURES. 2. SEE ELECTICAL DRAWING FOR LOCATION OF EQUIPMENT, FIXTURES. 3. SEE TELECOM DRAWING FOR LOCATION OF EQUIPMENT, FIXTURES. 4. SEE ROOM FINISH SCHEDULE FOR MATERIALS AND FINISHES. 5. CONTRACTOR TO PROCURE AND PROVIDE FURNITURE AND APPLIANCE 6. FURNITURE: A. OFFICE CHAIR (OF-7) B. FILE CABINET (OF-6). C. SOFA/LOUNGE CHAIR (OF-8), D. END TABLE (OF-9), E. WASTE PAPER BASKET (OF-13), F. FOLDING BENCH WORK BENCH (OF-10) PT GYP CT 3'-6" TYP TA-8 TA-5-[� TA-6 TA-1 TA-12 OPERATOR RESTROOM 3 SCALE: 3/8" = 1'-0" PT GYP CT 3'-6" TA-5 TA-12 TA-6- TA- 1 OPERATOR RESTROOM 4 BT120-APD223 SCALE: 3/8" = V-0" BT120-APD223 SCALE: 3/8" = 1'-0" BT120-APD223 SCALE: 3/8" = V-0" BT120-APD223 ° SCALE: 3/8 = 1 0 BT120-APD223 4 2 0 4 8 I EDEVELO:PMENT ENGINEERING SCALE IN FEET o 11 /25/2025 R-4332378 DESIGNED BY: SCALE: DRAWING NO.: C. CHEANG Q w 3/8" = 1' - o" STRIDE BUS RAPID TRANSIT DRAWN BY: 9849L ED U FILENAME: SOUTH RENTON TRANSIT CENTER BT120-AIE824 J. CHAN RIDE �Tw J S1-BT120-A-v2020 BT105 FACILITY ID: CHECKED BY: IN( BRT General Engineering Consultant z "S UNDTRANSIT CONTRACT No.:BT120 D. HOGAN STAT RTA/CN 0205-24 ARCHITECTURE SHEET No: REV: 0 12/10/2024 J.C. D.H. C.C. ISSUED FOR BID APPROVED BY: SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: INTERIOR ELEVATIONS No. DATE I DSN CHK APP REVISION IC.CHEANG I I R. PARGAS 112/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CORE FACILITY -OPERATOR RESTROOM 456 0 N co co W 0 N O N Q O N H m co U w V ra w Q ry I (n D m 0 I 0 00 LO co 0 w I LO jLf� CO CO D L O N O O M N N m N co co W 0 N 0 N Q O N m co W (DI (n Z ry H I 0 D_ Q ry I D m I 0 0 00 LO co 0 Q_ I �n co c/) L o N o M N N _ (.0 m 1 06/13/2025 JC DH I CC ADDENDUM #1 0 12/10/2024 JC DH CC ISSUED FOR BID No. DATE DSN CHK APP REVISION DESIGNED BY: C. CHEANG DRAWN BY: J. CHAN CHECKED BY: D. HOGAN APPROVED BY: C. CHEANG `" I REGISTERED STATE OF WASH IN 0 SCALE: Q w 3/8" = 1' - 0" -i M;Vr U FILENAME: 4bfTJ?IDE U) w J S 1-BT120-A-v2020 BRT General Engineering Consultant CONTRACT No.: SOUNDTRANSIT RTA/OA 0206-19 SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 LEGEND 0 LIGHT FIXTURE III LIGHT FIXTURE EXHAUST FAN ►� ° CAMERA C D PLATFORM E kH CORE FACILITY KEY PLAN DOWNSPOUT 24" x 24" ACT GYP BD r METAL SOFFIT E VELOPMENT ENGINEERING msippo 11 /25/2025 N 4 2 0 4 SCALE IN FEET R-4332380 nRA\Aiir. lr; Mn STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ARCHITECTURE REFLECTED CEILING PLAN CORE FACILITY - SECURITY ROOM BT120-ACP222 FACILITY ID: BT120 SHEET No: REV: 458 1 N co co W s' 0 N 0 N Q O N H m co U LLI (DI H (n Z Q ry I 0 IL Q IY I D m of 0 00 LO co a 0I ti �n CO Cn L o N o M N N (.0 co LEGEND LIGHT FIXTURE o DOWNSPOUT 24" x 24" ACT LIGHT FIXTURE EXHAUST FAN GYP BD ►� ° CAMERA 2.5 2.6 (2.7 12.8 MECHANICAL UNITS, TYP �U c c c c 2.A EQ EQ EQ E -�, 2.B O GYP BD 8' - 0" A.F.F. TYP. ixi T O I GYP RD 0 10- 0" A.F.F. TYP. W _ BT120-AID900. = I • ,TYP' co _ - co WAP 10 2.1113 CT 24" X 24" 8' - 6" A.F.F. TYP. - - - - - 2.E I I U I U I I I I 1 06/13/2025 JC DH I CC ADDENDUM #1 0 12/10/2024 JC DH CC ISSUED FOR BID No. DATE DSN CHK APP REVISION DESIGNED BY: C. CHEANG DRAWN BY: J. CHAN CHECKED BY: D. HOGAN APPROVED BY: C. CHEANG w 9849 Q \ REGISTERED ARCHI — fTJ?IDE U) U) ji _j AN L M I BRT General Engineering Consultant J LL STATE OF WASHINGT SUBMITTED BY: R. PARGAS DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH SCALE: M;Vmr=" 3/8" = 1' - 0" FILENAME: S 1-BT120-A-v2020 SOUNDTRANSIT CONTRACT No.: RTA/OA 0206-19 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 C D PLATFORM gH CORE FACILITY KEY PLAN r METAL SOFFIT 0 [DEVELOPMENT ENGINEERING (DI msippo 11 /25/2025 4 2 0 4 SCALE IN FEET R-4332381 STRIDE BUS RAPID TRANSIT DRAWING NO.: SOUTH RENTON TRANSIT CENTER BT120-ACP223 BT105 FACILITY ID: ARCHITECTURE BT120 SHEET No: REV: REFLECTED CEILING PLAN CORE FACILITY - PUBLIC FACILITY 459 1 N co co O W 0 N 0 N Q 0 N H m co L (LI V I Z ry ~I 0 n ry I D m 0 I 0 co 00 LO a o ~ I N Q N M 0 N LO cy) m DOWNSPOUT INSET @ CMU WALL DETAIL SCALE: 3" = 1'-0" 2.3 EXTERIOR WALL PLAN @ STORAGE BELOW ROOF SCALE: 1 1/2" = 1'-0" 0 12/10/2024 J.C. I D.H. I C.C. I ISSUED FOR BID No. DATE I DSN I CHK APP REVISION DOOR AS SCHEDULED 2.B WINDOW AS SCHEDULED CMU VENEER, TYP. GYP BOARD INSULATION CONT. FORMED METAL DOWNSPOUT, GUTTER ABOVE DOWNSPOUT OUTLET BELOW GROUND PLYWOOD SHEATHING RIGID INSULATION WEATHER BARRIER 2.0 BT120-APD222 CMU VENEER, TYP. RIGID INSULATION GUTTER, ABOVE 4" DIA DOWNSPOUT 2.J SHEATHING BT120-APD225 DESIGNED BY: C. CHEANG DRAWN BY: A. DOMINGO CHECKED BY: D. HOGAN APPROVED BY: C. CHEANG TRANSLUCEN PANELS TYPE HSS6X4X5/ AS NEEDED ALUMINUM FRAME TRANSLUCENT WALL AND FENCE AT SECURITY BLDG CMU DETAIL SCALE: 3" = 1'-0" 0.08 IN BRAKE SHAPE ALUMINUM, PREFINISHED 2.9 BT120-APD222 CMU VENEER, TYP. 1.5" MIN AIR CAVITY WEATHER BARRIER HSS COLUMN 2.0 HSS 6X4X5/16 PER STRUCTURAL WINDOW AS SCHEDULED 1— TRANSLUCENT WALL AND FENCE AT STORAGE CMU DETAIL SCALE: 3" = 1'-0" 2.11 BT120-APD222 11 1/2" 2.1 2.2 5/8" GYP BOARD R13 INSULATION 5/8" PLYWOOD SHEATHING 7d CMU VENEER TIE, TYP. TYP. WALL ASSEMBLY BRAKE METAL @ WALL TRANSITION R10 RIGID INSULATION 1.5" MIN AIR CAVITY 2.E >00 CMU VENEER >00 CONTINUOUS 2 x 6 MTL STUD FRAMING @ 24 OC >00 SEALANT WATERPROOFING MEMBRANE MASONRY FLASHING CORE FACILIT s 28'-2" FLOOR SLAB/ 44 JOINT WEEP @ 16 O.C. FOUNDATION — ° <° a a EDGE OF SLAB a ° - SECURITY 27.530 '- - �a a" S LOPE —� FINISH GRADE A \ EXTERIOR WALL BASE DETAIL, TYP. A� SCALE: 1 1/2" = V-0" BT120-APD224 SCALE: 1 1/2" = V-0" SCALE: 9849 Q -i AS NOTED REGISTERED U FILENAME: ARC4fTm)?1DE w J S 1-BT120-A-v2020 - N BRT General Engineering Consultant J CONTRACT No.: STATE OF WASH INGT SOUNDTRANSIT RTA/CN 0205-24 SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: R. PARGAS 112/10/2024 J. ALTCHECH 112/10/2024 112/10/2024 BT120-AIX721 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ARCHITECTURE MISC DETAILS CORE FACILITY Z JT PANELS — — 2.0 R-4332382 DEVELOPMENT ENGINEERING msippo 11 /25/2025 DRAWING NO.: BT120-AED905 FACILITY ID: BT120 SHEET No: REV: 460 0 N co O LU 0 N 0 N > Q 0 N m co U w CD I z Q I 0 n Q ry I D m of 0 co 00 2� a o o M Q N co co 0 N LO m CO STANDING SEAM METAL ROOF SYSTEM ROOFING UNDERLAYMENT OVER 1/2" PLYWOOD SHEATHING VAPOR BARRIER METAL FLASHING GUTTER 1 1/2" METAL DECK FLASHING BENT PLATE CMU VENEER STRUCTURAL MEMBER 1 1/2" MIN AIR CAVITY R10 RIGID INSULATION 1/2" SHEATHING R13 INSULATION FINISH PER SCHEDULE GUTTER DETAIL @ SECURITY/STORAGE ROOM A SCALE: 3" = 1'-0" BT120-ARP321 2.11) TRANSLUCENT PANEL SYSTEM WEATHER RESISTIVE BARRIER AND AIR BARRIER 1 1/2" METAL FLASHING 1/2" THICK x 4.5" HEIGHT METAL BLADE WELDED TO BEAM 1/2" METAL PLATE, PER STRUCTURAL 12" N — _ SLOPE: 1/4" PER V-0" STEEL AWNING, C-2, TYP SEALANT C-5 AT AWNING SOFFIT, TYP. HSS 6x4x5/16 PER STRUCTURAL DOOR AS SCHEDULED OVERHANG DETAIL @ CLERESTORY SCALE: 3" = 1'-0" 0 12/10/2024 J.C. D.H. I C.C. I ISSUED FOR BID No. DATE DSN CHK APP REVISION BT120-APP221 DESIGNED BY: C. CHEANG DRAWN BY: A. DOMINGO CHECKED BY: D. HOGAN APPROVED BY: C. CHEANG 2.E STANDING SEAM METAL ROOF STEEL FASCIA, C-2, TYP. F 3T120-AED906 STRUCTURAL STEEL FRAMING SOFFIT PANELS CORE FACILITY -ROOF AL 41'-2" CMU VENEER CONT. SEALANT COUNTER FLASHING FLASHING Z CLOSURE ANGLE BUTYL SEALANT STANDING SEAM METAL ROOF PLYWOOD SHEATHING RIGID INSULATION WOOD BLOCKING METAL DECKING 1 1/2" MIN AIR CAVITY WALL SECTION @ UPPER / LOWER ROOF DETAIL SCALE: 1 1/2" = V-0" STANDING SEAM METAL ROOF ROOF UNDERLAYMENT OVER 1/2" PLYWOOD SHEATHING METAL FLASHING STRUCTURAL ROOF DECK GUTTER METAL FLASHING BRAKE SHAPE METAL WOOD BLOCKING STEEL FASCIA, C-2, TYP. STRUCTURAL STEEL FRAMING METAL ANGLE BRAKE SHAPE METAL METAL SOFFIT DOWNSPOUT TYPICAL WALL ASSEMBLY ROOF DETAIL @ GUTTER SCALE: 1 1/2" = V-0" 9849 REGISTERED ARCHIT HANTAN STATE OF WASH INGT SUBMITTED BY: DATE: R. PARGAS 12/10/2024 2.A 11 1/2" BT120-AIX724 2" RIGID INSULATION, TYP 1/2" / 12" Fes_U — -SEE TmRIDE BRT General Engineering Consultant REVIEWED BY: J. ALTCHECH BT120-AIX723 SCALE: Q w M;Vmr=" 1 1/2" = 1'- 0" Q FILENAME: U) w C/) J S 1-BT120-A-v2020 z J SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 2.J � PREFINISHEC ""rT"' "^^'" 2X WOOD BL( CONT. ROOF METAL ROOF ROOF ASSEIV STRUCTURAL ROOF DECK TYPICAL WALL ASSEMBLY ROOF COPING DETAIL SCALE: 1 1/2" = 1'-0" ROOF DETAIL @ FASCIA, TYP. SCALE: 3" = 1'-0" BT120-ARP321 METAL STANDING SEAM ROOF 1/2" PLYWOOD SHEATHING ROOF CLOSER ANGLE FOR FASCIA ATTACHMENT, MATCH FASCIA FINISH, TYP 1/4" NEOPRENE SHIM INSULATION METAL DECK MISC STEEL FRAMING FOR FASCIA BACKING AND ATTACHMENT, TYP STEEL FASCIA, C-2, TYP. STRUCTURAL STEEL FRAMING STEEL ATTACHMENT ANGLE NEOPRENE SHIM / DISSIMILAR METAL PROTECTION, TYP DRIP EDGE SOFFIT PANEL & FRAMING ABOVE R-4332383 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ARCHITECTURE EXTERIOR DETAILS CORE FACILITY BT120-AIX725 DEVELOPMENT ENGINEERING msippo 11 /25/2025 DRAWING NO.: BT120-AED906 FACILITY ID: BT120 SHEET No: REV: 461 0 C'7 O A W 6 N 0 N > Q 0 N m co U w CD 1--I z Q ry I 0 n I D m 0 I 0 co 00 2 't 0-c) co M Q N co 4 U) 'zj- D 0 N CO LO m m ROOF EDGE DETAIL @ SECURITY BLDG _ GL 2.F SCALE: 3" = 1'-0" P311 STANDING SEAM METAL ROOFING BEYOND PREFINISHED METAL COPING CONT. ROOF AIR BARRIER WOOD BLOCKING SECURITY -ROOF 39.530 STRUCTURAL ROOF DECK W18X50 STRUCTURAL FRAMING TYPICAL WALL ASSEMBLY BT120-AIX723 CORE FACILITY -ROOF 41' - 2" DOWNSPOUT SOFFIT STEEL GRATING SCREEN, C-1, TYP PARTIAL ROOF PLAN @ MECH OPENING SCALE: 1 " = 1'-0" 0 12/10/2024 J.C. I D.H No. DATE DSN CHK C.C. ISSUED FOR BID APP REVISION BT120-ARP221 DESIGNED BY: C. CHEANG DRAWN BY: A. DOMINGO CHECKED BY: D. HOGAN APPROVED BY: C. CHEANG ROOF EDGE DETAIL @ SECURITY BLDG SCALE: 3" = 1'-0" 2.D WALL PANEL TO SOFFIT TRANSITION SCALE: 3" = 1'-0" METAL ROOF SYSTEM AIR BARRIER METAL ROOF FASCIA TRIM WOOD BLOCKING METAL FLASHING INSULATION STRUCTURAL DECKING CMU VENEER TYPICAL WALL ASSEMBLY BT120-AIX721 INSULATION, TYP FRAMING FOR SOFFIT ATTACHMENT AS NEEDED METAL SOFFIT PANEL FLASHING PAINTED STEEL ANGLE 1-1 /2" HORIZONTAL HANGAR RAIL @ 24" OC FORMED METAL WALL PANEL AIR BARRIER STANDOFF CLIPS SHEATHING 1-1/2" VERTICAL RAINSCREEN GIRTS TO ALIGN W/ CAVITY WALL AIR SPACE BELOW 13T120-AIX725 9849 Q w REGISTERED C) ARC 4fTmRIDEw J - N BRT General Engineering Consultant J STATE OF WASH INGT SUBMITTED BY: DATE: REVIEWED BY: R. PARGAS 12/10/2024 J. ALTCHECH EDGE DETAIL @ MAIN ROOF SCALE: 3" = 1'-0" 2.D BT120-ARP321 1-1/2" VERTICAL RAINSCREEN GIRTS TO ALIGN W/ CAVITY WALL AIR SPACE BELOW 1-1/2" HORIZONTAL HANGAR RAIL @ 24" OC STANDOFF CLIPS AIR BARRIER FORMED METAL WALL PANEL METAL FLASHING, MATCH FORMED METAL WALL PANEL FINISH. LEDGER ANGLE, PT C-2 SHEATHING TYPICAL CMU VENEER WALL ASSEMBLY WALL PANEL TO SOFFIT TRANSITION SCALE: 3" = 1'-0" SCALE: mrrm=,, AS NOTED FILENAME: S 1-BT120-A-v2020 SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ARCHITECTURE MISC DETAILS CORE FACILITY STEEL FASCIA, C-2, TYP. WF STRUCTURAL FRAMING HSS STRUCTURAL FRAMING CORE AGILITY-ROO 41' - 2" METAL ANGLE METAL SOFFIT PANEL METAL PLATE SEALANT FLASHING METAL CRICKET STANDING SEAM METAL ROOF PLYWOOD SHEATHING RIGID INSULATION WEATHER BARRIER, TYP. METAL DECK R-4332384 DEVELOPMENT ENGINEERING msippo 11 /25/2025 DRAWING NO.: BT120-AED907 FACILITY ID: BT120 SHEET No: REV: 462 0 N co co W 0 N 0 N Q 0 N m co U w CD I z Q ry ~I I D m 0 I 0 co 00 LO a o co I M Q N M 0 N CD LO � m CONT. SEALANT CONT. CLOSURE PLATE STEEL PLATE CONT. SEALANT METAL ANGLE HSS 6X4X1/4 STRUCTURAL FRAMING GUSSET KNIFE PLATE HSS HANGER DETAIL @ METAL SCREEN MECH EQMT UPPER SCALE: 3" = 1'-0" BT120-AIX725 STEEL FASCIA, C-2, TYP. HSS 6X4X1/4 STRUCTURAL FRAMING CORE FACILITY -ROOF 41'-2" METAL SOFFIT TYP. WALL ASSEMBLY TYP. ROOF ASSEMBLY STRUCTURAL DECKING DETAIL @ METAL SCREEN MECH EQMT LOWER SCALE: 3" = V-0" ROOF ASSEMBLY TYPE 1A SEE DETAIL NOTE ROOF UNDERLAYI PLYWOOD SHEAT 2" RIGID INSULATI VAPOR BARRIER STRUCTURAL DE( BOT OF STRUCTU MEMBERS WHERE PROVIDE WIRE SI, SYSTEM AND C CI FRAMING 24" OC ) REQUIRED R49 BATT INSULA' VAPOR RETARDEI. DETAIL NOTES: VALL BT120-AIX723 TYPE 1A IS SIMILAR ASSEMBLY WITHOUT R49 INSULATION. IT OCCURS AT CANOPY ABOVE OPEN AREA BETWEEN SECURITY OFFICE AND SECURITY STORAGE. METAL ROOF SY METAL COPING 2X4 WD BLOCKI1' FOAM FILL INSUI AT DECK FLUTE TYPICAL WALLA CMU VENEER R-38 I N S U LAT I O l STRUCTURAL DE ROOF DETAIL @ STORAGE SCALE: 3" = 1'-0" METAL ROOF ROOF UNDERLAYMENT PYLWOOD SHEATHING R38 INSULATION AIR BARRIER GYPSUM COVERE STRUCTURAL ROVI BT120-ARP321 MAIN ROOF AT SECURITY BLDG ROOF DETAIL p ROOF ASSEMBLY TYPE 1_DOC E ROOF ASSEMBLY TYPE 2_DOC F R-4332385 SCALE: 1 1/2" = 1'-0" BT120-AIX723 SCALE: 3" = 1'-0" BT120-AIX721 SCALE: 3" = 1'-0" BT120-AIX724 DEVELOPMENT ENGINEERING msippo 11 /25/2025 DESIGNED BY: SCALE: DRAWING NO.: C. CHEANG < w AS NOTED STRIDE BUS RAPID TRANSIT DRAWN BY: 9849 REGISTERED U FILENAME: SOUTH RENTON TRANSIT CENTER BT120-AED908 A. DOMINGO ARCTw J5 S1-BT120-A-v2020 BT105 FACILITY ID: RIDE CHECKED BY: NI ' N BRT General Engineering Consultant z " S UNDTRANSIT CONTRACT No.: BT120 D. HOGAN STATE OF WASH INGT RTA/CN 0205-24 ARCHITECTURE SHEET No: REV: 0 12/10/2024 J.C. D.H. C.C. ISSUED FOR BID APPROVED BY: SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: MISC DETAILS No. DATE DSN CHK APP REVISION C. CHEANG R. PARGAS 112/10/2024 J. ALTCHECH 112/10/2024 12/10/2024 CORE FACILITY 463 0 N co co 0 6 A W 0 N 0 N > Q 0 N_ H m co U w CD I H (n Z Q ry H nI Q ry I D m of 0 00 2� d c) o Q N co 4 U) 'zj- D 0 N LO m m TOP OF LP GRADING LANDSCAF PLANTER I SIDEWALK 2.E 2.A 2.113 2.113 2.A i STANDING 7" SEAM ROOFING Ell . .... I CMU VENEER 2x BLOCKING PLANTER BOX DETAIL SCALE: 1 1 /2" = 1'-0" 0 12/10/2024 J.C. I D.H. I C.C. I ISSUED FOR BID No. DATE DSN CHK APP REVISION CMU VENEER 2'AIR SPACE RIGID INSULATION METAL FLASHIN( PLYWOOD SHEATHING INSULATION CMU VENEER GYP BOARD SUPPORT BRACKETS, TYP. VEGITATIVE SCREEN METAL SUPPORT STRUCTURE CORE FACILITY SIDE DAMPPROOFING MEMBRANE SEALANT CORE FACILITY 28'-2" SHEET METAL OVER PROTECTION BOARD PERFORATED PERIMETER DRAIN DESIGNED BY: C. CHEANG DRAWN BY: A. DOMINGO CHECKED BY: D. HOGAN APPROVED BY: C. CHEANG BT120-AIX725 GUTTER AT EQUIPMENT CAGE SCALE: 1 1 /2" = l'-0" INSULATION BT120-AIX725 BT120-APP221 4" CMU VENEER 5/8" GWB RIGID INSULATION STEEL ANGLE SEALANT I WINDOW FRAME OVERHANG DETAIL @ SECURITY SCALE: 3" = 1'-0" INSULATION AIR BARRIER ,ORE FACILITY 28' - 2v' CONCRETE FOOTING VAPOR RETARD MEMBRANE R10 INSULATION TYPICAL INSULATION AT FOUNDATION SCALE: 1" = 1'-0" SLOPE: 1/4" PER 1'-0" BT120-AIX723 BT120-ARP221 5/8" GWB FACE OF INTERIOR WALL METAL STUD SEALANT ON BOTH SIDES TRANSPARENT PANEL SYSTEM FACE OF EXTERIOR WALL WALL DETAIL AT TRANSLUCENT PANEL SCALE: 1 1/2" = 1'-0" BT120-ACP221 9849 Q w REGISTERED C) ARC 4fTmRIDEw J - N BRT General Engineering Consultant J STATE OF WASH INGT SUBMITTED BY: DATE: REVIEWED BY: R. PARGAS 12/10/2024 J. ALTCHECH INSULATIO GYPBOAR J m 2 w U) U) Q J J O w w X w METAL ANGLE CMU VENEER INSULATION AIR BARRIER REGLET FLASHING WALL DETAIL @ GRIDLINE 2.E BT120-AIX724 SCALE: 1" = 1'-0" 2.9 DETAIL @ PICKET FENCE AND WALL SCALE: 1 1 /2" = l'-0" C2.)6 2.D BT120-AIX724 BT120-ARP221 WINDOW ASSEMBLY BACKER ROD AND SEALANT METAL RAIL FRAMING 8' H PICKET RAILING, COLOR: C1, TYP. 2.0 AIR BARRIER PLYWOOD SHEATHING RIGID INSULATION BRICK VENEER BT120-AES911 GYPSUM WALLBOARD FACE OF INTERIOR WALL STRUCTURAL COLUMN JOINT SEALANT TRANLUCENT PANEL SYSTEM TRANSLUCENT PANEL PLAN DETAIL (3) SCALE: 3" = 1'-0" BT120-ACP221 DEVELOPMENT ENGINEERING BT120-ACP251 msippo 11 /25/2025 SCALE: AS NOTED FILENAME: S 1-BT120-A-v2020 SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ARCHITECTURE PLANTER BOX DETAIL, MISC CORE FACILITY R-4332386 DRAWING NO.: BT120-AED909 FACILITY ID: BT120 SHEET No: REV: 464 0 ►- 7 O N M N O N LO N co co W 0 N 0 N Q O N H m U) U w (D I H (n Z Q ry H I 0 n ry I D m 0 I 0 co 00 LO co 0I Q 0 CO c) -_ 9,-n„ (TYPE B) TYPICAL PARTITION1 MARK STUD WIDTH PRTN WIDTH Design STC B 6" 1 6 5/8" 50 (TYPE A) TYPICAL PARTITION MARK STUD WIDTH PRTN WIDTH Design STC A 6" 71 /4" 50 (TYPE Al) TYPICAL PARTITION @ CONIC CURB MARK STUD WIDTH PRTN WIDTH Design STC Al 6" 71/4" 50 GENERAL PARTITION NOTES: 1. PARTITIONS ARE DISTINGUISHED ON FLOOR PLANS BY SYMBOL DESIGNATION, GRAPHIC DESIGNATION OR A COMBINATION OF BOTH DESIGNATIONS. SOME PARTITION TYPES SHOWN ON THIS SHEET MAY NOT BE USED ON THIS PROJECT. 2. ALL WALLS NOT DESIGNATED WITH A GRAPHIC OR TAG TO BE TYPE Al. IF UNCLEAR CONTACT ARCHITECT. 3. SOUND TRANSMISSION CLASS (STC) IS A RATING SYSTEM THAT DESCRIBES THE ABILITY OF AN ASSEMBLY TO REDUCE THE TRANSMISSION OF SOUND. CONFIGURE SOUND -RATED WALL ASSEMBLIES ACCORDING TO THE MINIMUM REQUIREMENTS STIPULATED IN THE STC TESTS LISTED. STC RATINGS LISTED ARE BASED ON LABORATORY TESTING AND ARE NOT INDICATIVE OF RESULTS IN FIELD. 4. REFER TO SECTION 09 29 00 FOR ACOUSTIC SEALANTS. 5. SOUND ATTENUATION BATTS (SAB) ARE SPECIFIED IN SECTION 09 29 00. WHERE SAB ARE INDICATED, THEY SHALL EXTEND CONTINUOUSLY FROM FLOOR TO STRUCTURE ABOVE. 6. PARTITIONS ARE INDICATED WITH CONVENTIONAL GYPSUM WALLBOARD U.N.O.; UPGRADE TO PREMIUM TYPES OF WALLBOARD (I.E., MOISTURE -RESISTANT, TILE -BACKER BOARD, ACOUSTICALLY ENHANCED, ETC.) BASED ON THEIR LOCATION AND ACCORDING TO REQUIREMENTS OF SECTION 09 29 00. 7. "LINE OF STRUCTURE" INDICATED FOR EACH PARTITION IS DIAGRAMATIC ONLY AND DOES NOT INDICATE EXACT CONSTRUCTION CONDITIONS OR GEOMETRY. 8. ALL DIMENSIONS ARE FROM FACE TO FACE, OR CENTERLINE TO CENTERLINE, U.N.O. REFER TO PARTITION MATRICES FOR PARTITION WIDTH DIMENSIONS UNLESS INDICATED TO BE SHOWN ON PLAN. 9. REFER TO THE TOILET ACCESSORIES SHEET AND CASEWORK SHEET FOR MOUNTING DETAIL INFORMATION. PARTITION TYPE LEGEND XO — PARTITION TYPE R-4332387 DEVELOPMENT ENGINEERING msippo 11 /25/2025 DESIGNED BY: SCALE: DRAWING NO.: C. CHEANG Q w NTs STRIDE BUS RAPID TRANSIT BT120-AES910 DRAWN BY: 9849 FREGIS1ERED U FILENAME: SOUTH RENTON TRANSIT CENTER A. DOMINGO T w RIDE c/) J S1-BT120-A-v2020 BT105 FACILITY ID: CHECKED BY: IN N BRT General Engineering Consultant z " S UNDTRANSIT CONTRACT No.: BT120 D. HOGAN STATE OF WASH INGT RTA/CN 0205-24 ARCHITECTURE SHEET No: REV: 0 12/10/2024 J.C. D.H. C.C. ISSUED FOR BID APPROVED BY: SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: PARTITION TYPES CORE FACILITY 465 0 No. DATE DSN CHK APP REVISION C. CHEANG R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 co co O W 0 N 0 N Q 0 N_ H m co w cD �I z Q ry I 0 n Q ry I D m of 0 co 00 LO a o � I LO Q N M D N 0 0 LO cy) m W 16 X 45 TRANSLU( WINDOW C BT120-AE1 HSS6X4 METAL VE BLADE FE ('-E� BT120-AES "1`41111K F TRANSLUCENT PANEL -ENLARGED ELEVATION ( q SCALE: 3/8" = V-0" 2.9 .J I IL CMU VENEER F BT120-AES911 F BT120-AI D900 SECTION @ TRANSLUCENT PANEL SCALE: 3/8" = V-0" 2.9 BT120-APP221 2.8 I 2.0 TRANSLUCENT PANEL SYSTEM 2.8 W2 Cl: 8' H STEEL CMU VENEER PICKET RAILING 1/2" I M 31/2"� SEE NOTE —j 1 BT120-AED909 NOTE: ARRANGE VERTICAL RAILING MEMBER SO THAT THE ARRANGMENT WOULD HAVE EQUAL SPACING AT BOTH VERTICLE POSTS SECTION @ PICKET FENCE BT12C 2.5 17'-4" 17'-3" 2.7 I I I D -AES911 I I I 17r\ I I BT120-AID909 I 2.5 � BT120-AES911 TRANSLUCENT PANEL - ENLARGED ELEVATION SCALE: 3/8" = 1'-0" rD""*'� BT120-AI D909 2.6 ENLARGED PLAN @ TRANSLUCENT TYPE II SCALE: 3/8" = V-0" 2.E 2.11) 2.0 2.113 2.A STEEL FRAMING TO C CONNECT TO ROOF BEAM WITH VERTICAL STEEL BT120-AES911 STUDS, TYP. REFER TO STRUCTURAL ROOF CE1 F FRAMING PLAN gT120-AID909 BT120-AI D900 MIN 6"H STEEL FRAMINGS @ 24" OC MAX FOR SOFFIT ATTACHMENT 3/4" THICK BASE PLATE ON TOP OF CONCRETE SIDEWALK, E APPLY GROUT TO LEVEL BASE PLATE AS NEEDED. CONNECT BT120-AES911 VERTICAL BLADE PICKETS TO TOP AND BOTTOM STEEL PLATES WITH DOUBLE SIDED FILLET WELDS, TYP SECTION @ TRANSLUCENT WINDOW & FENCE( ---I CORE FACILITY -ROOF 41'-2" CORE FACILITY 28'-2" BT120-APD223 R13 INSULAT GYP BOARD RIGID INSULT PLYWOOD SF BRICK VENEE AIR BARRIER 2.5 2.7 JAMB DETAIL @ TRANSLUCENT WINDOW TYPE II FORMED METAL WALL PANEL CORE FACILITY -ROOF 41'-2" TRANSLUCENT 'ANEL SYSTEM, TYP. METAL CANOPY CORE FACILITY 28'-2" ACCENT CMU, TYP. TRANSLUCENT PANEL SYSTEM, TYP. EXTERIOR WALL ASSEMBLY, TYP. METAL CANOPY BELOW METAL CANOPY SUPPORTS, TYP. SCALE: 1" = 1'-0" BT1 20-APD222 SCALE: 3/8" = 1'-0" SCALE: 1 1/2" = 1'-0" BT120-AES 911 DESIGNED BY: SCALE: DRAWING NO.: C. CHEANG Q w AS NOTED STRIDE BUS RAPID TRANSIT DRAWN BY: 9849 REGISTERED T)?IDEU FILENAME: SOUTH RENTON TRANSIT CENTER BT120-AES911 A. DOMINGO ARCS w J S1-BT120-A-v2020 BT105 FACILITY ID: Z) r=" CHECKED BY: N N BRT General Engineering Consultant J '� SpUNDTRAN5IT CONTRACT No.: ARCHITECTURE BT120 D. HOGAN STATE OFWASHINGT RTA/CN 0205-24 SHEET No: REV: 0 12/10/2024 J.C. D.H. C.C. ISSUED FOR BID APPROVED BY: SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: TRANSLUCENT WINDOW TYPES No. DATE DSN CHK APP REVISION C. CHEANG R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CORE FACILITY 466 0 N co W 0 N 0 N Q O N H m co U u.1 CD I H U1 Z I o n ry I D m of 0 co 00 LO a o ~ I LO Q N M N 0 0 N m ROOM FINISH SCHEDULE CEILIN ROOM FLOOR WALLS G NUMBER ROOM NAME FLOOR BASE NORTH EAST SOUTH WEST FINISH *REMARKS BT120L1200 SECURITY BLDG Sc RB GWB/PT GWB/PT GWB/PT GWB/PT ACT ABUSE RESISTANT WALL COVERING BT1201-1201 SEC STORAGE Sc RB GWB/PT GWB/PT GWB/PT GWB/PT PT PAINTED STRUCTURE, ABUSE RESISTANT WALL COVERING BT120L1202 LACTATION ROOM PT-3 RB GWB/PT GWB/PT GWB/PT GWB/PT ACT BT120L1203 JANITOR Sc RB GWB/PT GWB/PT GWB/PT GWB/PT PT BT120L1204 OPERATOR RESTROOM PT-3 RB CT/CB/PT GWB/PT CT/CB/PT CT/CB/PT GWB/PT SEE CEILING PLAN BT120L1205 OPERATOR RESTROOM PT-3 RB CT/CB/PT CT/CB/PT CT/CB/PT GWB/PT GWB/PT SEE CEILING PLAN BT120L1206 OPERATOR RESTROOM PT-3 RB CT/CB/PT GWB/PT CT/CB/PT CT/CB/PT GWB/PT SEE CEILING PLAN BT120L1207 OPERATOR RESTROOM PT-3 RB CT/CB/PT CT/CB/PT CT/CB/PT GWB/PT GWB/PT SEE CEILING PLAN BT120L1208 TELECOM Sc RB GWB/PT GWB/PT GWB/PT GWB/PT PT PAINTED STRUCTURE BT120L1209 ELECTRICAL Sc RB GWB/PT GWB/PT GWB/PT GWB/PT PT PAINTED STRUCTURE BT120L1210 STORAGE 1 Sc RB GWB/PT GWB/PT GWB/PT GWB/PT PT PAINTED STRUCTURE ROOM FINISH LEGEND CT CERAMIC TILE CB CEMENT WALL BOARD CMU CONCRETE MASONRY UNIT GWB GYPSUM WALL BOARD PT-3 PORCELAIN TILE DOOR FINISH LEGEND GWB GYPSUM WALL BOARD HM HOLLOW METAL PT PAINTED MTL METAL RB RUBBER BASE PT PAINTED Sc SEALED CONCRETE DOOR AND FRAME SCHEDULE DOOR FRAME RATI N SIZE G DETAILS H J J z cl) g g a W H = Z W� W w U p ROOM NUMBER ROOM NAME DOOR NO. a p ? W pp a z a Q z HEAD JAMB SILL a NOTES & REMARKS _ U_ co 2 E 2 E: = BT120L1200 SECURITY BLDG BT120L1200A A 3'- 0" 7' - 0" HM PT F1 HM PT A/AID900 1/AID900 D/AID900 HW-1 INSULATED BT120L1200 SECURITY BLDG BT120L1200B A 3'- 0" 7' - 0" HM PT F1 HM PT A/AID900 1/AID900 D/AID900 HW-1 INSULATED BT120L1201 SEC STORAGE BT120L1201 B 3'- 0" 7' - 0" - - HM PT F1 HM PT A/AID900 1/AID900 D/AID900 HW-1 PROVIDE PUSH PLATES, INSULATED B 3'- 0" 7' - 0" - - HM PT F1 HM PT A/AID900 1/AID900 HW-3 INSULATED BT120L1202 LACTATION BT120L1202 D/AID900 ROOM BT120L1203 JANITOR BT120L1203 B 3'- 0" 7' - 0" - - HM PT F1 HM PT A/AID900 1/AID900 D/AID900 HW-1 INSULATED BT120L1204 OPERATOR BT120L1204 B 3'- 0" 7' - 0" - - HM PT F1 HM PT A/AID900 1/AID900 D/AID900 HW-3 INSULATED RESTROOM BT120L1205 OPERATOR BT120L1205 B 3'- 0" 7' - 0" - - HM PT F1 HM PT A/AID900 1/AID900 D/AID900 HW-3 INSULATED RESTROOM BT120L1206 OPERATOR BT120L1206 B 3'- 0" 7' - 0" - - HM PT F1 HM PT A/AID900 1/AID900 D/AID900 HW-3 INSULATED RESTROOM BT120L1207 OPERATOR BT120L1207 B 3'- 0" 7' - 0" HM PT F1 HM PT A/AID900 1/AID900 D/AID900 HW-3 INSULATED RESTROOM BT120L1208 TELECOM BT120L1208A B 6' - 0" 8' - 4" HM PT F2 HM PT A/AID900 1/AID900 D/AID900 HW-2 INSULATED BT120L1208 TELECOM BT120L1208B B 3'- 0" 8' - 4" HM PT F1 HM PT A/AID900 1/AID900 D/AID900 HW-1 INSULATED BT120L1209 ELECTRICAL BT120L1209 B 4'- 0" 8'- 4" - - HM PT F1 HM PT A/AID900 1/AID900 D/AID900 HW-1 INSULATED BT120L1210 STORAGE 1 BT120L1210A B 3'- 0" 7' - 8" - - HM PT F1 HM PT A/AID900 1/AID900 D/AID900 HW-1 INSULATED BT120L1210 STORAGE 1 BT120L1210B C 8'- 8" 8'- 0" - - MTL PT G/S PT OH INSULATED SECTIONAL DOOR DOOR SCHEDULE NOTES: ALL EXTERIOR DOORS ARE INSULATED WITH U=0.37 MAX FF VISION PANEL 0 1 L1J%.71 1 A \NInTH �JLI� I Il.11 V/"�L C INSULATED SECTIONAL DOOR F1 HARDWARE SCHEDULE HW SET CITY UNIT DESCRIPTION HW-1 1 PR BUTT HINGES ELECTRIFIED HINGE 1 EA 1 EA CLOSER W/STOP-PUSH SIDE MOUNTED 1 EA WEATHERSTRIPPING 1 EA THRESHOLD 1 EA SWEEP 1 EA KICKPLATE 1 EA ELECTRIFIED LOCKSET 1 EA PANIC DEVICE HW-2 3 PR BUTT HINGES 1 EA ELECTRIFIED HINGE (ACTIVE LEAF) 2 EA PULL HANDLES 1 EA SURFACE BOLTS - TOP AND BOTTOM 1 EA OVERHEAD STOP - HOLD OPEN WEATHERSTRIPPING 1 EA 1 EA THRESHOLD 1 EA ELECTRIFIED LOCKSET (ACTIVE LEAF) 1 EA PANIC DEVICE 1 EA SWEEP 1 EA ASTRAGAL 2 EA KICKPLATES HW-3 1 PR BUTTS 1 EA CLOSER W/STOP-PUSH SIDE MOUNTED 1 EA WEATHERSTRIPPING 1 EA THRESHOLD 1 EA SWEEP 1 EA KICKPLATE 1 EA MORTISE LOCKSET 1 EA VISUAL INDICATOR 1 EA PANIC DEVICE WINDOW SCHEDULE TYPE COUNT WIDTH HEIGH T SILL HEIGHT HEAD DETAIL JAMB DETAIL SILL DETAIL COMMENTS W1 2 4'- 9 1/2" 4'- 0" 3' - 4" B/AID900 2/AID900 E/AID900 E/AID900 SECURITY GLAZING W2 1 2' - 8" 4' - 0" 3' - 4" B/AID900 2/AID900 SECURITY GLAZING W3 1 2' - 0" 4' - 0" 3' - 4" B/AID900 2/AID900 E/AID900 SECURITY GLAZING W4 1 19' - 3" 3' - 6" 0' - 0" B/AID909 2/AED905 F/AID900 TRANSLUCENT TYPE I W5.1 4 1' - 4" 8' - 8" 0'- 0" C/AID909 1/AID909 D/AID909 TRANSLUCENT W5.2 3 4'- 1 1/2" 4'- 0" 3' - 4" B/AID900 2/AID900 E/AID900 SECURITY GLAZING W5.3 1 3'- 5 1/2" 4'- 0" 3' - 4" B/AID900 2/AID900 E/AID900 SECURITY GLAZING W6 1 9' - 4" 2' - 8" 8'- 0" A/AID909 1/AID909 D/AID909 SIM TRANSLUCENT W7 1 32' - 8" 2' - 0" 8'- 0" A/AID909 C/AID909 1/AID909 D/AED906 D/AID909 TRANSLUCENT W8 8 1' - 4" 10' - 0" 0'- 0" 1/AID909 SPANDREL WINDOW SCHEDULE NOTES TRANSLUCENT PANEL SYSTEM AND WINDOWS ASSEMBLY: U= 0.26 MAX, SHGC = 0.38MAX, VT=1.1 X SHGC, PROJECTION FACTOR (SECURITY OFFICE) = 0.75 MIN PROJECTION FACTOR = 0.88 (E WALL) & SPANDREL TRANSLUCENT PANELS SYSTEMS AT OTHER LOCATIONS. WIDTH WIDTH WIDTH 2 0 w 2 = C� C� w w _ _ if IL—i w w w = J J J_ cn W1 W2 W3 WIDTH V.I.F. TMAAIQI I It-=KlT I7AK1=1 IVIC I F1L rCIVI.1C I, 1 I r. W4 WIDTH V.I.F. W5.1 / W5.2/ W5.3/ W8 C� w WIDTH METAL BRAKE PANEL W6 i-- 2 w J J R-4332389 F2 W7 NOTE: REFER TO SHEET AES911 FOR ADDTIONAL INFORMATION FOR W4 AND W7. DOOR TYPES FRAME TYPES WINDOW TYPES DEVELOPMENT ENGINEERING msippo 11 /25/2025 DESIGNED BY: SCALE: DRAWING NO.: C. CHEANG Q w NTS STRIDE BUS RAPID TRANSIT DRAWN BY: 9849 REGISTERED U FILENAME: SOUTH RENTON TRANSIT CENTER BT120-AES912 =,, J. CHAN ARCS wRIDE z J S1-BT120-A-v2020 BT105 FACILITY ID: TZ) CHECKED BY: N N BRT General Engineering Consultant J '� SpUNDTRAN5IT CONTRACT No.: ARCHITECTURE BT120 D. HOGAN STATEOFWASHINGT RTA/CN 0205-24 SHEET No: REV: 0 12/10/2024 J.C. D.H. C.C. ISSUED FOR BID APPROVED BY: SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: SCHEDULES No. DATE DSN CHK APP REVISION IC.CHEANG I I R. PARGAS 112/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CORE FACILITY 467 0 N co co W 0 N 0 N Q 0 N m U w CD I H (n Z Q ry ~I 0 n ry I D m 0 I 0 co 00 LO a o o I N Q M N 0 0 N m INSULATION SHEATHING MIN 1 1 /2" AIR CAVITY GRATING PANEL, WMP-6 AIR BARRIER FORMED METAL PANEL 1/4" BOLT ON Z CLIPS @ 12" O.C. RIGID INSULATION 4X6 STL ATTACHMENT ANGLE METAL FLASHING CONT BACKER ROD AND SEALANT BOTH SIDES ALUMINUM FRAME FOR PANEL SYSTEM TRANSLUCENT PANEL SYSTEM WINDOW HEAD DETAIL @ METAL GRATING SCALE: 3" = 1'-0" BT120-AES911 INSULATION TRANSLUCENT PANEL SYSTEM W12X35 PER STRUCTURAL METAL SOFFIT PANEL METAL ANGLE ALUMINUM FRAME FOR TRANSLUCENT PANEL SYSTEM TRANSLUCENT PANEL SOFFIT DETAIL @ OPEN SPACE SCALE: 3" = 1'-0" CMU VENEER 2X WOOD BLOCKING TRANSLUCENT PANEL HEAD DETAIL @ TRANSLUCENT WINDOW BT120-AES911 SCALE: 3" = 1'-0" BT120-ARP321 TRANSLUCENT PANEL SYSTEM JOINT SEALANT CONT AIR BARRIER CMU VENEER I >- m Cn CONT BACKER ROD AND SEALANT INSULATION FOR CAVITY WALL Q BOTH SIDES J J METAL SILL FLASHING ----- ------ ------------ - CONCRETE SLAB SHEATHING O SHEET METAL COVER INSULATION w FINISH GRADE / SIDEWALK 2.A I w INSULATION FOR FOUNDATION PERIMETER � FINISH PER SCHEDULE � DAMPPROOFING SILL DETAIL @ METAL GRATING � D ) JAMB DETAIL @ W5 WINDOW � i SCALE: 3" = 1'-0" BT120-AES 911 SCALE: 3" = 1'-0" BT120-APP 221 R-4332390 DEVELOPMENT ENGINEERING msippo 11 /25/2025 Ul DESIGNED BY: SCALE: DRAWING NO.: C. CHEANG Q w AS NOTED STRIDE BUS RAPID TRANSIT DRAWN BY: 9849 REGISTERED U FILENAME: SOUTH RENTON TRANSIT CENTER BT120-AID909 A. DOMINGO ARC5Tw J S1-BT120-A-v2020 BT105 FACILITY ID: )?IDE CHECKED BY: N N BRT General Engineering Consultant J '� SOUNDTRANSIT CONTRACT No.: ARCHITECTURE BT120 D. HOGAN STATE OFWASHINGT RTA/CN 0205-24 SHEET No: REV: 0 12/10/2024 J.C. D.H. C.C. ISSUED FOR BID APPROVED BY: SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: DETAILS No. DATE DSN CHK APP REVISION iC.CHEANG R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CORE FACILITY 468 0 N C'7 C'7 0 W 0 N 0 N Q O N H m co U w CD I H (n Z Q ry H I 0 n ry I D m 0 I 0 00 LO co a 0I ti �n co c/) L o N o M N N _ (.0 m 1 06/13/2025 JC DH CC ADDENDUM #1 0 12/10/2024 JC DH CC ISSUED FORBID No. DATE DSN CHK APP REVISION DESIGNED BY: C. CHEANG DRAWN BY: J. CHAN CHECKED BY: D. HOGAN APPROVED BY: C. CHEANG DELETED 9849 Q w REGISTERED ARCH�T z �N LG BRT Genera(Engineering Consultant J STATEOFWASHINGTUJ S UNDTRANSIT SUBMITTED BY: R. PARGAS DATE: 12/10/2024 REVIEWED BY: J. ALTCHECH DATE: 12/10/2024 SCALE: AS NOTED FILENAME: S 1-BT120-A-v2020 CONTRACT No.: RTA/OA 0206-19 SUBMITTAL DATE: 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ARCHITECTURE FLOOR PLAN GANTRY R-4332391 DEVELOPMENT ENGINEER*40 msippo 11 /25/2025 DRAWING NO.: BT120-APP231 FACILITY ID: BT120 SHEET No: REV: 469 1 N C'7 C'7 0 W 0 N 0 N Q O N H m co U w CD I H (n Z Q ry H I 0 n ry I m 0 I 0 00 LO co a 0I rn < �n co c/) L o N o M N N _ (.0 m 1 06/13/2025 JC DH CC ADDENDUM #1 0 12/10/2024 JC DH CC ISSUED FORBID No. DATE DSN CHK APP REVISION DESIGNED BY: C. CHEANG DRAWN BY: J. CHAN CHECKED BY: D. HOGAN APPROVED BY: C. CHEANG DELETED 9849 Q w REGISTERED ARCH�T z �N LG BRT Genera(Engineering Consultant J STATEOFWASHINGTUJ S UNDTRANSIT SUBMITTED BY: R. PARGAS DATE: 12/10/2024 REVIEWED BY: J. ALTCHECH DATE: 12/10/2024 SCALE: 1 /8" = 1'-0" FILENAME: S 1-BT120-A-v2020 CONTRACT No.: RTA/OA 0206-19 SUBMITTAL DATE: 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ARCHITECTURE OVERALL EXTERIOR ELEVATIONS GANTRY R-4332392 DEVELOPMENT ENGINEER*40 msippo 11 /25/2025 DRAWING NO.: BT120-AEE831 FACILITY ID: BT120 SHEET No: REV: 470 1 N C'7 C'7 0 W 0 N 0 N Q O N H m co U w CD I H (n Z Q ry H I 0 n ry I m 0 I 0 00 LO co a 0I rn < �n co c/) L o N o M N N _ (.0 m 1 06/13/2025 JC DH CC ADDENDUM #1 0 12/10/2024 JC DH CC ISSUED FORBID No. DATE DSN CHK APP REVISION DESIGNED BY: C. CHEANG DRAWN BY: J. CHAN CHECKED BY: D. HOGAN APPROVED BY: C. CHEANG DELETED 9849 Q w REGISTERED ARCH�T z �N LG BRT Genera(Engineering Consultant J STATEOFWASHINGTUJ S UNDTRANSIT SUBMITTED BY: R. PARGAS DATE: 12/10/2024 REVIEWED BY: J. ALTCHECH DATE: 12/10/2024 SCALE: 1 /4" = 1'-0" FILENAME: S 1-BT120-A-v2020 CONTRACT No.: RTA/OA 0206-19 SUBMITTAL DATE: 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ARCHITECTURE EXTERIOR ELEVATIONS GANTRY R-4332393 DEVELOPMENT ENGINEER*40 msippo 11 /25/2025 DRAWING NO.: BT120-AEE832 FACILITY ID: BT120 SHEET No: REV: 471 1 N co co W 0 N O N Q 0 N H m co U w CD I H (n Z Q ry H I 0 n ry I D m 0 I 0 co 00 LO M d c) � I Q 66 M 0 0 LO cy) m 0 12/10/2024 No. DATE 3.2 3.3 3.4 r, 2'-6" A BT120-AED910 J.C. I D.H. I C.C. I ISSUED FOR BID DSN I CHK I APP I REVISION DESIGNED BY: C. CHEANG DRAWN BY: J. CHAN CHECKED BY: D. HOGAN APPROVED BY: C. CHEANG SCALE: 1/4" = 1'-0" BT120-APP231 9849 Q w REGISTERED C) ARC w J - N BRT General Engineering Consultant J LL STATE OF WASH INGT I SOUNDTRANSIT SUBMITTED BY: R. PARGAS DATE: 12/10/2024 REVIEWED BY: J. ALTCHECH DATE: 12/10/2024 SCALE: 1 /4" = 1'-0" FILENAME: S 1-BT120-A-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 12/10/2024 GANTRY TOP COS -A� I 56.750 GANTRY BOTTOM COS I 47.750 GANTRY I 27'-0" 8 4 0 8 16 SCALE IN FEET FDEVESLiOPIMENT ENGINEERING o 11/25/2025 R-4332394 STRIDE BUS RAPID TRANSIT DRAWING NO.: SOUTH RENTON TRANSIT CENTER BT120-AEE833 BT105 FACILITY ID: ARCHITECTURE BT120 SHEET No: REV: EXTERIOR ELEVATIONS GANTRY 472 0 N C'7 C'7 0 W 0 N 0 N Q O N H m co U w CD I H (n Z Q ry H I 0 n ry I m 0 I 0 00 LO co a QI o � ti c/) L o N o M N N _ (.0 m 1 06/13/2025 JC DH CC ADDENDUM #1 0 12/10/2024 JC DH CC ISSUED FORBID No. DATE DSN CHK APP REVISION DESIGNED BY: C. CHEANG DRAWN BY: J. CHAN CHECKED BY: D. HOGAN APPROVED BY: C. CHEANG DELETED 9849 Q w REGISTERED ARCH�T fTJ?IDE U) C/) z �N LG BRT Genera(Engineering Consultant J STATEOFWASHINGTJ S UNDTRANSIT SUBMITTED BY: R. PARGAS DATE: 12/10/2024 REVIEWED BY: J. ALTCHECH DATE: 12/10/2024 SCALE: AS NOTED FILENAME: S 1-BT120-A-v2020 CONTRACT No.: RTA/OA 0206-19 SUBMITTAL DATE: 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ARCHITECTURE EXTERIOR ELEVATIONS GANTRY R-4332395 DEVELOPMENT ENGINEER*40 msippo 11 /25/2025 DRAWING NO.: BT120-AEE834 FACILITY ID: BT120 SHEET No: REV: 473 1 N co co W 0 N 0 N Q O N H m co U w CD I H (n Z Q ry H I 0 n ry I m 0 I 0 00 LO co a QI o � ti c/) L o N o M N N _ (.0 m 1 06/13/2025 JC DH CC ADDENDUM #1 0 12/10/2024 JC DH CC ISSUED FORBID No. DATE DSN CHK APP REVISION DESIGNED BY: C. CHEANG DRAWN BY: J. CHAN CHECKED BY: D. HOGAN APPROVED BY: C. CHEANG DELETED 9849 Q w \ REGISTERED J �ARCHI w J �C fTJ?IDE c/) U) AN LAM BRT General Engineering Consultant z " S UNDTRANSIT STATE OF WASHINGT I O SUBMITTED BY: R. PARGAS DATE: 12/10/2024 REVIEWED BY: J. ALTCHECH DATE: 12/10/2024 SCALE: FILENAME: S 1-BT120-A-v2020 CONTRACT No.: RTA/OA 0206-19 SUBMITTAL DATE: 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ARCHITECTURE REFLECTED CEILING PLAN GANTRY R-4332396 DEVELOPMENT ENGINEER*40 msippo 11 /25/2025 DRAWING NO.: BT120-ACP231 FACILITY ID: BT120 SHEET No: REV: 474 1 N C'7 C'7 0 W 0 N 0 N Q O N H m co U w CD I H (n Z Q ry H I 0 n ry I m 0 I 0 00 LO co a 0I N j o ti c/) L o N o M N N _ (.0 m 1 06/13/2025 JC DH CC ADDENDUM #1 0 12/10/2024 JC DH CC ISSUED FORBID No. DATE DSN CHK APP REVISION DESIGNED BY: C. CHEANG DRAWN BY: A. DOMINGO CHECKED BY: D. HOGAN APPROVED BY: C. CHEANG DELETED 9849 Q w REGISTERED U ARC'H�'T z J fTJ?IDE c/) U) -C AN LAM L�IEAN�G BRT General Engineering Consultant J S UNDTRANSIT STATE OF WASH INGTON I 0 SUBMITTED BY: R. PARGAS DATE: 12/10/2024 REVIEWED BY: J. ALTCHECH DATE: 12/10/2024 SCALE: AS NOTED FILENAME: S 1-BT120-A-v2020 CONTRACT No.: RTA/OA 0206-19 SUBMITTAL DATE: 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ARCHITECTURE GANTRY DETAILS GANTRY R-4332397 DEVELOPMENT ENGINEER*40 msippo 11 /25/2025 DRAWING NO.: BT120-AED910 FACILITY ID: BT120 SHEET No: REV: 475 1 N C'7 C'7 0 W 0 N 0 N Q O N H m co U w CD I H (n Z Q ry H I 0 n ry I D m 0 I 0 00 LO co a 0I N j o ti c/) L o N o M N N _ (.0 m 1 06/13/2025 JC DH CC ADDENDUM #1 0 12/10/2024 JC DH CC ISSUED FORBID No. DATE DSN CHK APP REVISION DESIGNED BY: C. CHEANG DRAWN BY: J. CHAN CHECKED BY: D. HOGAN APPROVED BY: C. CHEANG DELETED 9849 Q w REGISTERED ARCH�T z �N LG BRT Genera(Engineering Consultant J STATEOFWASHINGTUJ S UNDTRANSIT SUBMITTED BY: R. PARGAS DATE: 12/10/2024 REVIEWED BY: J. ALTCHECH DATE: 12/10/2024 SCALE: FILENAME: S 1-BT120-A-v2020 CONTRACT No.: RTA/OA 0206-19 SUBMITTAL DATE: 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ARCHITECTURE FLOOR PLAN BEB EQUIPMENT YARD R-4332398 DEVELOPMENT ENGINEER*40 msippo 11 /25/2025 DRAWING NO.: BT120-APP241 FACILITY ID: BT120 SHEET No: REV: 476 1 N C'7 C'7 0 W 0 N 0 N Q O N H m co U w CD I H (n Z Q ry H I 0 n ry I m 0 I 0 00 LO co a 0I cy) 0 ti c/) L o N o M N N _ (.0 m 1 06/13/2025 JC DH CC ADDENDUM #1 0 12/10/2024 JC DH CC ISSUED FORBID No. DATE DSN CHK APP REVISION DESIGNED BY: C. CHEANG DRAWN BY: J. CHAN CHECKED BY: D. HOGAN APPROVED BY: C. CHEANG DELETED 9849 Q w REGISTERED ARCH�T z �N LG BRT Genera(Engineering Consultant J STATEOFWASHINGTUJ S UNDTRANSIT SUBMITTED BY: R. PARGAS DATE: 12/10/2024 REVIEWED BY: J. ALTCHECH DATE: 12/10/2024 SCALE: FILENAME: S 1-BT120-A-v2020 CONTRACT No.: RTA/OA 0206-19 SUBMITTAL DATE: 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ARCHITECTURE ROOF PLAN BEB EQUIPMENT YARD R-4332399 DEVELOPMENT ENGINEER*40 msippo 11 /25/2025 DRAWING NO.: BT120-ARP341 FACILITY ID: BT120 SHEET No: REV: 477 1 N C'7 C'7 0 W 0 N 0 N Q O N H m co U w CD I H (n Z Q ry H I 0 n ry I D m 0 I 0 00 LO co a 0I cy) 0 ti c/) L o N o M N N _ (.0 m 1 06/13/2025 JC DH CC ADDENDUM #1 0 12/10/2024 JC DH CC ISSUED FORBID No. DATE DSN CHK APP REVISION DESIGNED BY: C. CHEANG DRAWN BY: J. CHAN CHECKED BY: D. HOGAN APPROVED BY: C. CHEANG DELETED 9849 Q w REGISTERED ARCH�T z �N LG BRT Genera(Engineering Consultant J STATEOFWASHINGTUJ S UNDTRANSIT SUBMITTED BY: R. PARGAS DATE: 12/10/2024 REVIEWED BY: J. ALTCHECH DATE: 12/10/2024 SCALE: 3/16" = 1'-0"" FILENAME: S 1-BT120-A-v2020 CONTRACT No.: RTA/OA 0206-19 SUBMITTAL DATE: 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ARCHITECTURE EXTERIOR ELEVATIONS BEB EQUIPMENT YARD R-4332400 DEVELOPMENT ENGINEER*40 msippo 11 /25/2025 DRAWING NO.: BT120-AEE841 FACILITY ID: BT120 SHEET No: REV: 478 1 N C'7 C'7 0 W 0 N 0 N Q O N H m co U w CD I H (n Z Q ry H I 0 n ry I D m 0 I 0 00 LO co a 0I 0 ti c/) L o N o M N N _ (.0 m 1 06/13/2025 JC DH CC ADDENDUM #1 0 12/10/2024 JC DH CC ISSUED FORBID No. DATE DSN CHK APP REVISION DESIGNED BY: C. CHEANG DRAWN BY: J. CHAN CHECKED BY: D. HOGAN APPROVED BY: C. CHEANG DELETED 9849 Q w REGISTERED ARCH�T z �N LG BRT Genera(Engineering Consultant J STATEOFWASHINGTUJ S UNDTRANSIT SUBMITTED BY: R. PARGAS DATE: 12/10/2024 REVIEWED BY: J. ALTCHECH DATE: 12/10/2024 SCALE: 1 /4" = 1' - 0" FILENAME: S 1-BT120-A-v2020 CONTRACT No.: RTA/OA 0206-19 SUBMITTAL DATE: 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ARCHITECTURE REFLECTED CEILING PLAN BEB EQUIPMENT YARD R-4332401 DEVELOPMENT ENGINEER*40 msippo 11 /25/2025 DRAWING NO.: BT120-ACP241 FACILITY ID: BT120 SHEET No: REV: 479 1 N C'7 C'7 0 W 0 N 0 N Q O N H m co U w CD I H (n Z Q ry H I 0 n ry I D m 0 I 0 00 LO co a 0I 0 ti c/) L o N o M N N _ (.0 m 1 06/13/2025 JC DH CC ADDENDUM #1 0 12/10/2024 JC DH CC ISSUED FORBID No. DATE DSN CHK APP REVISION DESIGNED BY: C. CHEANG DRAWN BY: J. CHAN CHECKED BY: D. HOGAN APPROVED BY: C. CHEANG DELETED 9849 Q w REGISTERED ARCH�T z �N LG BRT Genera(Engineering Consultant J STATEOFWASHINGTUJ S UNDTRANSIT SUBMITTED BY: R. PARGAS DATE: 12/10/2024 REVIEWED BY: J. ALTCHECH DATE: 12/10/2024 SCALE: 3„= 1'-0„ FILENAME: S 1-BT120-A-v2020 CONTRACT No.: RTA/OA 0206-19 SUBMITTAL DATE: 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ARCHITECTURE MISC DETAILS BEB EQUIPMENT YARD R-4332402 DEVELOPMENT ENGINEER*40 msippo 11 /25/2025 DRAWING NO.: BT120-AED913 FACILITY ID: BT120 SHEET No: REV: 480 1 N co co O W 0 N O N Q O N H m 0 W CD �I (n Z Q ry H I 0 n ry I (n D m I O O 00 LO co a 01 0 ti c/) L o N O O M N N (.0 m p SHEET NOTES: 1. FOR FENCE, GATE, AND DETAILS SEE BT120- CRD125 TO BT120-CRD127 2. PROVIDE HARDWARE SET HW-3 WITHOUT SWEEP AND THRESHOLD FOR GATE 501 E F G H CORE FACILITY C PLATFORM KEY PLAN D O (irN 4 2 0 4 8 DEVELOPMENT ENGINEERING SCALE IN FEET t� msippo 11 /25/2025 R-4332403 DESIGNED BY: SCALE: DRAWING NO.: C. CHEANG Q w 1/4" = 11- o11 STRIDE BUS RAPID TRANSIT BT120-APP251 DRAWN BY: 9849 REGISTERED U FILENAME: SOUTH RENTON TRANSIT CENTER J. CHAN ��RIDE ARCHI w J S1-BT120-A-v2020 BT105 FACILITY ID: CHECKED BY: CAN LAM BRT General Engineering Consultant z " S UNDTRANSIT CONTRACT No.: BT120 1 06/13/2025 JC DH CC ADDENDUM #1 D. HOGAN STATE OF WASH INGT RTA/OA 0206-19 ARCHITECTURE SHEET No: REV: 0 12/10/2024 JC DH CC ISSUED FORBID APPROVED BY: SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: FLOOR PLAN GENERATOR PAD 481 1 No. DATE DSN CHK APP REVISION IC.CHEANG I R. PARGAS 112/10/2024 J. ALTCHECH 112/10/2024 12/10/2024 N co co W 0 N 0 N Q 0 N H m U) U w CD I H (n Z Q ry H I 0 n ry I D m 0 I 0 (.0 00 LO co Q_ 0 I 0 ti c/) L o N O M N N (.0 m (3) EQS = 18'-0" GENERATOR AT BKGD NORTH ELEVATION - GENERATOR SCALE: 1/4" = V-0" SOUTH ELEVATION - GENERATOR SCALE: 1/4" = 1'-0" BT120-APP251 BT120-APP251 1 I SHEET NOTES: 1. FOR FENCE, GATE, AND DETAILS SEE BT120- CRD125 TO BT120-CRD127 2. PROVIDE HARDWARE SET HW-3 WITHOUT SWEEP AND THRESHOLD FOR GATE 501 V!l I L Lx 1 LI VIJ L, I I I EAST ELEVATION - GENERATOR SCALE: 1/4" = 1'-0" BT120-APP251 WEST ELEVATION - GENERATOR SCALE: 1/4" = 1'-0" BT120-APP251 )LLARDS AT THE )REGROUND. NOT -IOWN FOR -ARITY, TYP R-4332404 DEVELOPMENT ENGINEERING msippo 11 /25/2025 Ul DESIGNED BY: SCALE: DRAWING NO.: C. CHEANG Q w 1/4" = 1'-0" STRIDE BUS RAPID TRANSIT BT120-AEE851 DRAWN BY: 9849 REGISTERED U FILENAME: SOUTH RENTON TRANSIT CENTER A. DOMINGO ARIDE t w J S1-BT120-A-v2020 BT105 FACILITY ID: CHECKED BY: AN L M BRT General Engineering Consultant z " $OUNDTRANSIT CONTRACT No.: ARCHITECTURE BT120 1 06/13/2025 JC DH CC ADDENDUM #1 D. HOGAN STATE OF WRTA/OA 0206-19 SHEET No: REV: 0 12/10/2024 JC DH CC ISSUED FORBID APPROVED BY: SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: EXTERIOR ELEVATIONS GENERATOR PAD 482 1 No. DATE DSN CHK APP REVISION C. CHEANG R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 N co co W 0 N 0 N Q O N H m 0 w CD �I (n Z Q ry H I 0 n ry I (n D m 01 0 (.0 00 LO co 0 0_ I 0 ti c/) L o N o M N N _ m 1 106/13/20251 JC I DH I CC I ADDENDUM #1 0 112/10/20241 JC I DH I CC I ISSUED FORBID No. I DATE I DSN I CHK I APP I REVISION DESIGNED BY: C. CHEANG DRAWN BY: J. CHAN CHECKED BY: D. HOGAN APPROVED BY: C. CHEANG C� Z C w J BT120-AEE861 J U- w M `" I REGISTERED STATE OF WASH IN 2.3 B BT120-AEE861 VALL -�E A BT120-AEE861 GENERAL NOTES: SEE BT120-CRD125, BT120-CRD126, BT120-CRD127 & BT120-CGP102 FOR FENCE & GATE DETAILS & DIMENSIONS SCALE: Q w 3/8" = l' -.(O" -i mvrm U FILENAME: 4bfTmRIDE w J S 1-BT120-A-v2020 BR T General Engineering Consultant CONTRACT No.: SOUNDTRANSIT RTA/OA 0206-19 SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: R. PARGAS 112/10/2024 J. ALTCHECH 112/10/2024 12/10/2024 C PLATFORM JEE F G H CORE FACILITY KEY PLAN D 4 2 0 4 DEVELOPMENT ENGINEERING 7SCALE IN FEET msippo 11 /25/2025 R-4332405 nRA\AiiNc; Nn STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ARCHITECTURE FLOOR PLAN REFUSE AND RECYCLING AREA BT120-APP261 FACILITY ID: BT120 SHEET No: REV: 483 1 N co co O W 0 N O N Q O N H m co U w CD I H (n Z Q Iz H I 0 I D m 0 I 0 00 LO co w 01 ti 0 ti c/) L o N O O M N N (.0 m GENERAL NOTES: SEE BT120-CRD125, BT120-CRD126, BT120-CRD127 & BT120-CGP102 FOR FENCE & GATE DETAILS & DIMENSIONS FACE OF CORE FACILITY WALL ----------------- 1 ALUMINUM PERFORATED PLATE WALL PANEL, WMP-5, OVER METAL FENCE & GATE, TYP 'lli�'llllllllllllllllllllllllllllllllllllllllll I IIIIIII11111111ylllllllllllllllllllllllllllllllllllllllll I IIII II III II IIIUIIIIUI�lullllullllulrlllullllullllul II II II II II II II II II II III III II III II II II II II I'Iuulllluulllluulllluullll E�tIHI�E�t II II II II II II III III II II II II II II II II II1111 IHI II IIIII IIIII, III III Illul III IIII II.I111 IIIIIIIII. 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III �I II II II II II II II II II II II II II II II II II II 111111111 III III III IIIII III III i111 IIII III I11111111111111111111111.111 11111111111111111111111111111111 III lil1111111" 11111111 I''1 I'111111 111111111111111111 111 111 111 111 111 111 1 I Hill III III III III III III III III III III N" IIII Ili III III I'll 111 111 111 111 111 111 1 1Hill III 111III 111III 111III 11111141 1111111111 III Ili III III I'll 111 111 111 111 111 111 1 I Hill I IIII I Hill III III III 111111111111 III III II I III III III IIVII I iii ILX111111III II 1 III 11 1 III III III III Iiiii111111II I'111111111111 I i i11 1 111 1 III Ili III Ili III Ili III III III III I'll I'll I'l l 111 111 1 11 111 111 1 11 111 111 1 11 111 111 1 11 111 111 1 1 111 111 1 1 1 1 1 1 1 I Hill in1 III I L 11 E II �l II ICI 1.1 III II II IAI 11 1 III II II IAI 11 i III II II III II IAIL� 1 1 111 1 111 11 J�Al 1 III II Ili III II II I�ILIv1 III I'1 11I 1I IILIL CORE FACILIT����������� 1I I H�ki-{I- 1 11 I�ki-{I- 1 11 I�ki-{I- 1 11 I�ki-{I- I I�1 I�ki-IH�ki-IH�k � 1 1 11 1 1 1 11 1 1 _, CORE FACILITY �.°. 28'-2" 28'-2" NORTH ELEVATION REFUSE AND RECYCLING AREA ENCLOSURE SCALE: 1/4" = 1'-0" SOUTH ELEVATION REFUSE AND RECYCLING AREA ENCLOSURE SCALE: 1/4" = 1'-0" BT120-APD225 CORE FACILITY 28' - 2" BT120-APD225 EAST ELEVATION REFUSE AND RECYCLING AREA ENCLOSURE SCALE: 1/4" = 1'-0" BT120-APP261 4 2 0 4 8 �I SCALE IN FEET FDEVELOPIMENT ENGINEERING A00%] o 11 /25/2025 R-4332406 DESIGNED BY: SCALE: DRAWING NO.: C. CHEANG Q w 1/4" = 1'-0" STRIDE BUS RAPID TRANSIT BT120-AEE861 DRAWN BY: 9849 REGISTERED TJ?IDE U FILENAME: SOUTH RENTON TRANSIT CENTER A. DOMINGO ��ARCHI w J S1-BT120-A-v2020 BT105 FACILITY ID: CHECKED BY: C AN LAM5 BRT General Engineering Consultant z " S UNDTRANSIT CONTRACT No.: BT120 1 06/13/2025 JC DH CC ADDENDUM #1 D. HOGAN STATE OF WASH INGT RTA/OA 0206-19 ARCHITECTURE SHEET No: REV: 0 12/10/2024 JC DH CC ISSUED FORBID APPROVED BY: SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: EXTERIOR ELEVATIONS REFUSE AND RECYCLING AREA 484 1 No. DATE DSN CHK APP REVISION C. CHEANG R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 N co co O W 0 N 0 N 0 N m co 0 w (I z Q ry I n Q I D m of 0 00 LO co 0 a I 0 ti c/) L o N o M N N _ c.0 m 1 1 1/2" 2" DOOR -HEAD SCALE: 3" = 1'-0" CONCRETE MASONRY LINTEL R10 INSULATION R13 INSULATION 5/8" G W B STEEL ANGLE CONT. SEALANT BOX FRAME, SEE STRUCT. DWGS 4" CMU VENEER HOLLOW METAL FRAME SCHEDULED DOOR ETAL FLASHING VINDOW FRAME 4CKER ROD AND ONT. SEALANT EA. DE 10 INSULATION 8" GWB CMU VENEER 13 INSULATION WINDOW - HEAD SCALE: 3" = 1'-0" 80 M 3" 4" CMU VENEER RIGID INSULATION 5/8" GWB BOX BEAM STEEL ANGLE BACKER ROD AND CONT. SEALANT SEALANT WINDOW FRAME TRANSLUCENT PANEL SYSTEM TYPE I WITH ALUMINUM FRAME, PROVIDE DISSIMILAR METAL PROTECTION ALUMINUM FRAMING HSS 6 X 4 X 5/16 PAINTED METAL FLASHING 1/2" x 3" METAL TOP PLATE 1/2" X 3" METAL VERTICAL PICKET RAILING, HPC-2, C-2 WINDOW - HEAD @ METAL SCREEN SCALE: 3" = V-0" WMP-6 METAL PANEL AIR BARRIER INSULATION 5/8" GWB BOX BEAM STEEL ANGLE BACKER ROD AND CONT. SEALANT SEALANT TRANSLUCENT PANEL SYSTEM FACE OF WALL FACE OF DOOR JAMB SCHEDULED DOOR TILE THIN SET MORTAR BED N ° JAMB-'° : f w� vm WIDTH 0Q zQ OU _j AT OPERATOR RESTROOM DOOR - THRESHOLD BT120-AIX725 SCALE: 3" = 1'-0" 1 ALUMINUM PERFORATED BOTTOM OF OUTRIGGE1 PLATE WALL PANEL, WMP-5, ATTACH TO FRAMING WITH TAMPER STEEL SUPPORT PROOF FASTENERS, TYP. FRAME, PAINTED, SEE DETAIL G/- FOR PANEL WALL PANEL TO ATTACH ATTACHMENT, TYP STEEL FRAME, TYP FACE OF WALL FINISH SUPPORT CLIP, TYP. ALUMINUM PERFORATED PLATE WALL PANEL, WMP-5, ATTACH TO FRAMING FASTENER, TYP. WITH TAMPER PROOF FASTENERS, TYP. WINDOW - SILL E SILL DETAIL @ WINDOW & FENCE F METAL PANEL SUPPORT G ' SCALE: 3" = 1'-0" - SCALE: 3" = 1'-0" BT1 20-ARP221 SCALE: N.T.S. c c ( SEE A/BT120-AID900 FOR SIMILAR INFORMATION SEE B/BT120-AID900 FOR SIMILAR INFORMATION ` CAM LOCK WITH LATCH AND CONT. SEALANT HOUSING AT TOP AND BOTTOM OF BOTH SIDES WINDOW FRAME EACH ACCESS PANEL. CAM LOCK @TOP CORE SHALL BE IC CORE IN N I WINDOW FRAME COMPLIANCE WITH ST HARDWARE @BOTTOM REQUIREMENTcy) ' � ALUMINUM PERFORATED PLATE WALL PANEL, WMP-5, ATTACH 1 N ELEVATION TO FRAMING WITH TAMPER PROOF FASTENERS, TYP. i i CONT. SEALANT PANEL SUPPORT FRAMING, TYP. -------------------------- 2� LE BACKER ROD ANDbid: ' a. a. CONT. SEALANT 4" CMU VENEER o ACCESS a PANEL FASTENER, TYP. 1 DOOR 1 PLAN VIEW CONTIUOUS HINGE 1 DOOR -JAMB (1� WINDOW - JAMB 2 ACCESS PANEL DOOR DETAILS H SCALE: 3" = 1'-0" - SCALE: 3" = 1'-0" - SCALE: N.T.S. " 1 06/13/2025 JC DH CC ADDENDUM #1 0 12/10/2024 JC DH CC ISSUED FORBID No. DATE DSN CHK APP REVISION DESIGNED BY: C. CHEANG DRAWN BY: J. CHAN CHECKED BY: D. HOGAN APPROVED BY: C. CHEANG 9849 REGISTERED ARCHII T �C AN LAM LIEANG STATE OF WASHINGT F)l 4b5TJ?IDE BRT General Engineering Consultant SUBMITTED BY: DATE: REVIEWED BY: R. PARGAS 12/10/2024 J. ALTCHECH SCALE: Q w mrr AS NOTED Q FILENAME: U) w C/) J S 1-BT120-A-v2020 z J U_ SOUNDTRANSIT CONTRACT No.: RTA/OA 0206-19 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 METAL PANEL SUPPORT SCALE: 1" = 1'-0" SOFIT DETAIL SCALE: 1 1/2" = V-0" DEVELOPMENT ENGINEERING msippo 11 /25/2025 1/2" SCHEDULED DOOR DOOR FRAME EXTERIOR THRESHOLD FLOOR FINISH PER SCHEDULE METAL STUD, SECURED TO STRUCTUR ABOVE KICKER B.O. CEILING 4L STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ARCHITECTURE DETAILS CORE FACILITY 0 R-4332407 DRAWING NO.: BT120-AID900 FACILITY ID: BT120 SHEET No: REV: 485 1 N co C'7 O W 0 N 0 N > 0 N m W U W 0 W z ry ~I 0 n I W D m 0 I 0 co co 2� a o L I co 4 co 'zj- D 0 N LO m m 8 GAGE HANGER WIRE WITH 3 TIGHT TURNS WITHIN 1 1/2"' FRAME AROUND OPENING PREMANUFACTURED CEILING ACCESS, PANEL WITH RECESSED DOOR SECURE TO CHANNELS PER MANUFACTURER 0 0 0 FINISH FLUSH WITH GROMMET/LATCH ADJACENT CEILINr, GYPSUM BOARD CASING BEAD ALL THE WAY AROUND 5/8" GYPSUM WALL BOARD 7/8" X 26 GAGE MINIMUM FURRING CHANNELS ACCESS PANEL - CEILING MOUNTED SCALE: 3" = 1'-0" NOTE: PROVIDE 2 - 12 GA. HANGERS FROM FIXTURE HOUSING TO CEILING SYSTEM HANGER OR TO STRUCTURE ABOVE. THESE MAY BE SLACK WIRES. WIRE TO BE STRAIGHT, WITHOUT EXTRANEOUS KINKS OR BENDS AND TOLERATE A 200 LB. PULL WITHOUT STRETCHING OR SHIFTING THE SUSPENSION CLIP. CLIP EACH FIXTURE TO GRID (CAPACITY OF EA. CLIP = 100% FIXTURE WEIGHT ACTING IN ANY DIRECTION) 12 GA. HANGERS @ 48" OC AND WITHIN 3" OF ANY FIXTURE 2 BT120-AID901 WHERE LIGHT FIXTURES ARE IN TANDEM, COMMON HANGERS MAY BE USED. LIGHT FIXTURE 19 F-MMMOT-.1 ED COMPRESSION POST WHERE REQ'D LOCATE @12' OC EACH DIRECTION SUSPENSION WIRE, SPLAY 4 -WAYS AND PLACE @ 45 DEGREES TO HORIZONTAL PARALLEL OF CEILING 'T'S 1/4" 0 BOLT MIN. CROSS CEILING RUNNER'T' @2'-0" OC MIN. IVI/'111V IxuIJNER'T' @4'-0" OC MIN. TYP. SUSPENDED GRID SCALE: 1 /8" = V-0" 0 12/10/2024 J.C. D.H. I C.C. I ISSUED FOR BID No. DATE DSN CHK APP REVISION HANGER WIRE @ ALL CORNERS TO STRUCTURE 1 1/2" CARRYING CHANNEL FRAMING ALL SIDES CONNECT TO ADJACENT MAIN RUNNER SEE REFLECTED CEILING PLAN FOR LOCATION & DIMENSION ACCESS PANEL - INLAY SCALE: 12" = 1'-0" ACCESS PANEL MOUNTING FLANGE TOP OF STRUCTURE SEE WALL TYPES FOR DETAIL MTL STUD FRAMING BRACED TO ROOF FRAMING SUSPENDED MTL CEILING FRAMING BRACED AT PARTITION, TYP. U BLKG, TYP. AT CEILING PERIMETER 5/8"THK GWB @ PARTITION & CEILING NOTE: SUSPENDED CEILING TO BE RATED AS REQUIRED TYP. TYP. GWB SUPPORT SCALE: 1 /8" = 1'-0" #12 GA HANGER WIRE #12 AWG TIE WIRE (45 (VERT.) @ 4 CORNERS DEGREE DIAGONAL) AT 4 CORNERS % MINIMUM 4 TURNS WITHIN FIRST 1-1/2" \�15 (VERTICAL) � D 4S BT120-AID901 CADDY #515 T-BAR CLIP FOR SECURING FIXTURE TO T-BAR GRID (4 PER FIXTURE) NOTE: ALL HANGER AND THE WIRES SHALL BE ANCHORED TO BUILDING STRUCTURAL MEMBERS. TYP. RECESSED LUMINAIRE SCALE: 1 /8" = V-0" DESIGNED BY: C. CHEANG DRAWN BY: J. CHAN CHECKED BY: D. HOGAN APPROVED BY: C. CHEANG T-BAR GRID (TYPICAL) TIE WIRE LIGHTING i FIXTURE TIE WIRE PLAN \ VIEW rt5� 9849 REGISTERED ARCHITC1 . 11 STATE OF WASH IN SUBMITTED BY: R. PARGAS WALL AS SCHEDULED TEK SCREW 18" OC CEILING --- FRAME CONCEALED BY FEATHERED JOINT COMPOUNDIS EXTRUDED FLEXIBLE GASKET CONTINUOUS EXTRUDED ALUMINUM FRAME SUSPENDED/ ISOLATED GWB SCALE: 6" = 1'-0" TOP OF STRUCTURE SEE WALL TYPES FOR DETA MTL STUD FRAMING BRACE[ TO ROOF FRAMING 3/4" MIN CLEARANCE - (PANEL FREE TO SLIDE) iuui iuui ACOUSTICAL CEILING TILE - 5/8" GWB BOTH SIDES NOTE: SUSPENDED CEILING BE RATED AS REQUIRED TYI ACOUSTICAL CEILING SUPPORT SCALE: 3" = 1'-0" SEE A/BT120-AID901 FOR SIMILAR INFORMATION 4-WAY - 450 DIAGONAL 12 GA WIRE BRACING @ 8'-0" OC x 12'-0" & COMPRESSION STRUT (10 GA WIRE IF CEILING IS SUPPORTING PARTITIONS) WALL LINE - �T 00 I o N � o N 0 N 0 1 N 4'-8" O N MAX _ 0 N WALL LINE SUSPENDED 2X4 GRID SCALE: 1/4" = 1'-0" F)l A 97120-AID901 00 Q U) (D wzlY w zc~n _ LL J Ucod �Co1-- _0It 00 � __0 Q °0 (D L N () 4fTmRIDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH r TYP. SUSPENSION WIRE STRUCTURE SCALE: 1/4" = 1'-0" TYP. ACT TRIM SCALE: 1 /8" = 1'-0" DF STRUCTURE NALL TYPES FOR DETAIL :TUD FRAMING BRACED JOF FRAMING JSTICAL CEILING TILE, TYP. HK GWB ON MTL FRAMING 4-WAY - 450 DIAGONAL 12 GA WIRE BRACING @ 8'-0" OC x 12'-0" & COMPRESSION STRUT (10 GA WIRE IF CEILING IS SUPPORTING PARTITIONS) FIRST BRACING POINT FROM WALL WALL LINE 21-011 CROSS 'T'-BAR TYP. WU o O� - m 12 GA VERTICAL HANGER WIRES @ 4'-0" OC EACH WAY MAIN 'T' BAR WALL LINE UNSUPPORTED LENGTH OF T-BAR. 8" MAX. OR 1/4" WHICHEVER IS LESS. SUSPENDED 2X2 GRID r SCALE: 1/4" = 1'-0" SCALE: Q w AS NOTED Q FILENAME: W w U) S 1-BT120-A-v2020 Z J J SOUNDTRANSIT 0 RCN T RTA/02 05-24 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ARCHITECTURE DETAILS CORE FACILITY R-4332408 DEVELOPMENT ENGINEERING msippo 11 /25/2025 DRAWING NO.: BT120-AID901 FACILITY ID: BT120 SHEET No: REV: 486 0 N co co 1 O 1 W 0 N 0 N Q O N H m U w (D I z Q I 0 n I D m 0 I 0 co 00 2 't 0-0 ~ I co co ,zj- D 0 N LO m m WALL TILE TO FLOOR SCALE: 3" = 1'-0" r" "IT BOARD ET MORTAR FILE AS SCHEDULED ED TOE TILE TO I WALL TILE NE JOINT - JOINT -SEALED ZETE SLAB WALL BASE SCALE: 3" = 1'-0" 16 GA. BACKING CHANNEL OR PREFAB CHANNEL SET FLUSH W/ STUDS (TYP.) USE 14GA. @ TOILET PTN BACKING 16 GA. MIN. METAL STUDS, DEPTH OF STUDS AS REQ'D BY PTN. SCHED. 2 BAY MIN. TYPE B: CABINETS AND COUNTERS UNLESS OTHERWISE NOTED osQP �/ 5 �a METAL STUDS AS SHOWN 6" X 16 GA. STL. PL. W 2 # 10 X 2" SMS 2 BAY MIN. TYPE A: TOILET ACCESSORIES AND ALL ITEMS NOT OTHERWISE NOTED WALL BACKING SCALE: 3" = 1'-0" 0 12/10/2024 J.C. D.H No. DATE DSN CHK C.C. ISSUED FOR BID APP REVISION DESIGNED BY: C. CHEANG DRAWN BY: J. CHAN CHECKED BY: D. HOGAN APPROVED BY: C. CHEANG 5/8" GWB WALL TYPE AS SCHEDULED RUBBER BASE SILICONE JOINT TOP OF SEALED CONCRETE SLAB UNFACED ROCK WOOL BATT INSULATION SPRING LOCK INTEGRAL FIRE STOP WRAPPING CABINET INSERT PER ANSI/UL 1479 CABINET DOOR PULL GLASS VISION PANEL CABINET DOOR 5/8" TYPE W GYP BOARD ON MTL STUDS METAL STUDS FIRE SEALANT AROUND ALL SIDES INTEGRAL FIRE STOP WRAPPING CABINET INSERT PER ANSI THRESHOLD SCALE: 6" = 1'-0" NOTE: TYP. MOUNTING HEIGHT IS 34" AFF TO CENTER OF CABINET c+rr+Ti�ni FIRE EXTINGUISHER - RECESSED SCALE: 1 1 /2" = V-0" DOOR PULLS VISION PANEL HINGE BT120-AIE821 AS SCHEDULED OF DOOR FRAME G BEYOND ')HOLD AS RULED I FULL BED OF C Z AS PULED STEEL BRACKET ANCHORED TO CMU WALL PER MFG w WALL MOUNTED Q FIRE - EXTINGUISHER N WALL AS SCHEDULED FIRE EXTINGUISHER - WALL MOUNTED SCALE: 1 1 /2" = 1'-0" 9849 Q w REGISTERED ARCTm)?IDEw J - N BRT General Engineering Consultant z STATE OF WASHINGT SUBMITTED BY: DATE: REVIEWED BY: R. PARGAS 12/10/2024 J. ALTCHECH SCALE: AS NOTED FILENAME: S 1-BT120-A-v2020 M;Vmr=" SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 SLOPE FLOOR DRAIN SCALE: 6" = 1'-0" STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ARCHITECTURE DETAILS CORE FACILITY SLOPE CONCRETE SLAB ON GRADE R-4332409 DEVELOPMENT ENGINEERING msippo 11 /25/2025 DRAWING NO.: BT120-AID902 FACILITY ID: BT120 SHEET No: REV: 487 0 N co co W 0 N 0 N Q O N H m co U w (D I H (n Z Q ry H I 0 n ry I D m 0 I 0 co 00 LO a o o I M 0 N co m COORDINATE WITH SOUND TRANSIT SIGNAGE STANDARDS FOR INSTALLING BT120- TVM DECALS TVM, NIC PEDESTAL B BT120-AI D903 TICKETS IF TVM'S ARE PLACED ADJACENT TO EACH OTHER METAL ANCHOR PANEL AS SCHEDULED SEALANT PER MFR JOINT 1/2" X 5 1/2" ANCHOR BOLT TVM PEDEST AL, NIC CONC SLAB SEE STRUCT i G i r/'1R/'1LLCL /'1r r f1V/'11�1 I nnlnllnnl Inn r;LEARANCE J FOR I TVM. (1" TYP.) F EQUIPMENT AND 4RANCE TVM ELEVATION q TVM BASE DETAIL B TVM TYPICAL PLAN SCALE: 1" = 1'-0" BT120-APD101 SCALE: 3" = 1'-0" BT120-AID903 SCALE: 3/4" = 1'-0" BT120-APP213 R-4332410 DEVELOPMENT ENGINEERING msippo 11 /25/2025 Ul DESIGNED BY: SCALE: DRAWING NO.: C. CHEANG Q w AS NOTED STRIDE BUS RAPID TRANSIT DRAWN BY: 9849 REGISTERED U FILENAME: SOUTH RENTON TRANSIT CENTER BT120-AID903 J. CHAN ARCHIT5Tw J S1-BT120-A-v2020 BT105 FACILITY ID: RIDE CHECKED BY: NN N BRT General Engineering Consultant z U- S UNDTRANSIT CONTRACT No.: BT120 D. HOGAN STATE OF WASH INGT RTA/CN 0205-24 ARCHITECTURE SHEET No: REV: 0 12/10/2024 J.C. D.H. C.C. ISSUED FOR BID APPROVED BY: SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: DETAILS TRANSIT CENTER 488 0 No. DATE DSN CHK APP REVISION 1C.CHEANG R. PARGAS 112/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 N C'7 O LU 0 N O N > Q 0 N m U w CAI z Q I 0 0- f'yI D m 0 I 0 co co 2� a o o I N Q co 'zj- D 0 N O LO m m NON -SLIP MICRO DOT 2, - 0" SURFACE TEXTURE, TYP. 1' - 10" 1' T 000000 001100000 0000000 0000- OOOO- 0000000 0000000 0000000 0000000 00000000000000 A 0 0 0000000 0000000 BT120-AID904 N OOOOOoOoOOoOoOOOoOoOOOo O OOOOO 00 .O O O O OO OO 0o Oo 00 O OOOOo- 00-OOOo-Oo- O 0Oo- Oo- 000- 0000000 0000000 0000000 0000000 F 00000 BT120-AID904 PT-2 PLAN SCALE: 1 1/2" = 1'-0" TOP OF PLATFORM a H TOP OF ROADWAY a °- a BT120-AID907 PT-2 @ PLATFORM EDGE SCALE: 3" = 1'-0" CL SEALANT JOINT 3/4" @ EJ 1/2" @ MJ COMPRE SSIBLE FILLER EXPANSION JOINT @ PT-2_DOC NON -SLIP MICRO DOT SURFACE TEXTURE 1 21 /32" 1 21 /32" 1 21 /32" 1 21 /32" 1 71 /17" 1 27/32" 7/16"CD co 1 " 1 21 /32" M PT-2 SECTION SCALE: 6" = 1'-0" R = 1/2" BT120-AI D904 PT-2 ON WET SET CONCRETE MORTAR MIX REINFORCED MORTAR BED PC-2 i DRAINAGE MAT PLATFORM SLAB- SEE STRUCTRUAL FOR ADDITIONAL INFO CRUSHED SURFACING MATERIAL - WHERE OCCURS BT120-AID907 CONCRETE PAVER CL JOINT THINSET MORTAR PLATFORM SLAB CRACK A SUPPRESSION BT120-AID905 MEMBRANE REINFORCED d ° g a a — — MORTAR BED41 Q.. a °- DRAINAGE MAT a a" a °.-• °.a CONC CURB, ° -.: a ° a SEE STRUCT a .a ° a - CRUSHED a a SURFACING MATERIAL -- PAVERS @ PLATFORM WAITING AREA(�G� 24". SEE C/BT120-AID904 FOR SIMILAR INFORMATION SL PER CIVIL TOP OF PLATFORM TOP OF A_ ROADWAY PT-2 @ PLATFORM EDGE SCALE: 3" = 1'-0" CL FLUSH GROUT JOINT PC-2 BT120-AID907 FOR CALLOUTS AND DIMENSIONS IN COMMON, SEE 3/BTSTD-AFD101 JOINT DETAIL @ PC-2 D� SCALE: 12" = 1'-0" BT120-AID905 SCALE: 12" = 1'-0" BT120-AID904 SCALE: 3" = 1'-0" BT120-AID907 SCALE: 12" = 1'-0" 0 12/10/2024 J.C. I D.H. I C.C. I ISSUED FOR BID No. DATE DSN I CHK I APP REVISION DESIGNED BY: C. CHEANG DRAWN BY: J. CHAN CHECKED BY: D. HOGAN APPROVED BY: C. CHEANG CL SEALANT JOINT I ALIGN LOWER PLANE OF TILE WITH 1/4" LOWER PLAN OF RIBBED PAVER PC-2 9849 REGISTERED ARC 4fTmRIDE - N BRT General Engineering Consultant STATE OF WASH INGT SUBMITTED BY: DATE: REVIEWED BY: R. PARGAS 12/10/2024 J. ALTCHECH BT120-AID905 w J o~ wILL O PT-2 ON WET -SET CONCRETE JOINT DETAIL @ PT-2 SCALE: 12" = 1'-0" CL JOINT 1/2" PT-2 ALIGN 2'X2' PT-2 JT WITH PLATFORM CONTROL JOINTS, TYP PT-2 MORTAR MIX BT120-AI D907 STATION PLATFORM SLAB EXPANSION JOINT PLATFORM TYP SCALE: 3" = 1'-0" SCALE: Q w AS NOTED Q FILENAME: � w U) J S 1-BT120-A-v2020 J J SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 BT120-AID907 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ARCHITECTURE DETAILS TRANSIT CENTER R-4332411 DEVELOPMENT ENGINEERING msippo 11 /25/2025 DRAWING NO.: BT120-AID904 FACILITY ID: BT120 SHEET No: REV: 489 0 N co W 0 N 0 N Q O N H m co U w CD I H (n z Q ry H I 0 Il ry I D m 0 I 0 co 00 LO a o N N Q M 0 N LO cy) m CL SEALANT JOINT I I I I d. L �4_ " � ate• - ,.° •� if: ALIGN LOWER PLANE OF TILE WITH TOP OF TOPPING SLAB TOPPING SLAB THIN SET MORTAR CRACK SUPPRESSION MEMBRANE REINFORCED MORTAR BED JOINT DETAIL @ PT-2 TO CONCRETE SCALE: 12" = 1'-0" BT120-AI D904 BTSTD-AFD101 w0 z J wa JOINT DETAIL @ PLATFORM END SCALE: 12" = 1'-0" TOPPING SLAB CONCRETE SLAB COMPRESSIBLE FILLER CL FLUSH GROUT JOINT JOINT DETAIL @ PC PAVERS BT120-AID905 SCALE: 12" = 1'-0" ^IP CONC :)C-2 =0R CALLOUTS AND DIMENSIONS IN COMMON, SEE 3/BTSTD- NFD101 BT120-AID907 BTSTD-AFD101 (B) 2' - 0° UNO I CIP CONC POUR BACK STRIP BACK FACE OF PLATFORM w CIP CONC POUR BACK STRIP, NIC Q CONCRETE PLATFORM /PC Y U_ CONC PAVERS (PC-2)PER PLANS Q w J m 0 a- STATION TOP OF PLATFORM B PLATFORM M 1-TOP - - - - - - SLAB BT120-AID905 CONC SIDEWALK, TOP OF FOUNDATION SEE CIVIL SEE STRUCT ° PLATFORM SHELTER FOUNDATION - SEE STRUCTURAL ad ° ' ° SLAB d° 4- °d EXPANSION 4 . j MATERIAL - AS REQ'D STRUCT ISOLATION - CRUSHED BASE COURSE - JT - - - SEE STRUCT b SYSTEMS/ELEC CONDUITS FOUNDATION DETAIL @ PLATFORM SCALE: 1" = 1'-0" BTSTD-AEX101 PLATFORM EDGE @ BACK SCALE: 3" = 1'-0" BTSTD-AFD101 CL CL CL V-0" CL OF JOINTS, TYP CL JOINT SEALANT JOINT JOINT PT-2 JOINT -1/4" TOPPING SLAB 1/2" PAVER OR TILE THINSET SAW CUT CONTROL JT - i 7 MORTAR PLATFORM SLAB PT-2 I PC-2 FILL JT WITH SEALANT TOOLED CONCAVE SEALANT JOINT BOTH CRACK A STATION PLATFORM 1/4" SIDES OF TACTILE ' D � SEALANT OVER LB\__ SUPPRESSION BT120-AID905 SLAB PATH GRANITE PAVER T120-AID904 MEMBRANEBACKER ROD AID904 TACTILE STONE _ _ �_ — — — — — — — . COMPRESSIBL d °° g'° . ° . °d ° .. ° TILE, PB-1, TYP. FILLER � REINFORCED ° . - � a - �. - ° d.- < d� �- MORTAR BED ° FLEXIBLE JT ° ° �/� 4 I a ° - FILLER , Q ° ° °a ° ° CONTROL JOINT ° 4 z -- ----- -- DRAINAGE MAT e ° ° ° a d Y d°-i i�� .. - AT ° .a„ • ° . a ° .° U ° THIN SET - STRUCTURAL .. - - ad - - - - - 4 4' - - .d .L 1'� - ° •da ° . d a a s MORTAR d° °•4 v a SLAB WHERE -— N CURB, CONIC ° e DRAINAGE - . DRAT ° ° ° d° d' SEE STRUCT :. d ° ° ° ° ° Q b °r ° d 4 " ° - ° . ° CRACK OCCURS MAT (/� god .d -`- - ° ° SUPPRESSION ° • .e PLATFORM ° I — — - O d ° a ° . MEMBRANE SLAB CRUSHED - - ° a .. a d - SURFACING e e eAft ° STRUCT SLAB MATERIAL JOINT @ MOVEMENT INT PAVER O PT-2 BUS #1 BOARDING ZONE PT 2 PLATFORM WAITING AREA MOVEMENT JOINT PLATFORM TYP JOINT DETAIL CONCRETE TO PB 1 OR TILE TYP @ F @ G H @ J K SCALE: 3" = 1'-0" BT120-AID907 SCALE: 3" = 1'-0" BT120-AID907 SCALE: 3" = 1'-0" BTSTD-AFD101 SCALE: 12" = V-0" - SCALE: 6" = 1'-0" 0 12/10/2024 J.C. D.H. I C.C. I ISSUED FOR BID No. DATE DSN CHK APP REVISION DESIGNED BY: C. CHEANG DRAWN BY: 9849 REGISTERED 1 4fTmRlDE J. CHAN ARCHIT CHECKED BY: HAN"C4N BRT General Engineering Consultant D. HOGAN STATE OF WASH INGT APPROVED BY: SUBMITTED BY: DATE: REVIEWED BY: C. CHEANG R. PARGAS 112/10/2024 J. ALTCHECH SCALE: Q w mrr AS NOTED Q FILENAME: c/) w U) J S 1-BT120-A-v2020 z � SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ARCHITECTURE DETAILS TRANSIT CENTER R-4332412 DEVELOPMENT ENGINEERING msippo 11 /25/2025 DRAWING NO.: BT120-AID905 FACILITY ID: BT120 SHEET No: REV: 490 0 N co co W 0 N 0 N Q O N H m U) U w CD I H (n Z Q ry H I 0 w ry I D m 0 I 0 co 00 LO a o M I N Q M 0 N co 00 MAC'C MI nTC STAINLESS RAILING (GDR-9) - PLAN SCALE: 3" = 1'-0" CL BT120-APP212 cc Cr C CL TOP OF RAILING 3/4 x 2 PLATE STEEL POST, TYP. (4'-0" MAX O.C. PER PLAN) 3/4 x 1-1/2 PLATE STEEL, TYP PLATE 4x6x3/8 TYP. W/ ANCHOR PLATFORM SLAB FOP OF PLATFORM GRADE - EL VARIES, SEE CIVIL TYPICAL STAINLESS RAILING DETAIL ( A SCALE: 1 1/2" = 1'-0" BT120-AEX711 N N R-4332413 DEVELOPMENT ENGINEERING msippo 11 /25/2025 Ul DESIGNED BY: SCALE: DRAWING NO.: C. CHEANG Q w AS NOTED STRIDE BUS RAPID TRANSIT DRAWN BY: 9849 REGISTERED U FILENAME: SOUTH RENTON TRANSIT CENTER BT120-AID906 J. CHAN ARCHITTw J S1-BT120-A-v2020 BT105 FACILITY ID: RIDE CHECKED BY: NN N BRT General Engineering Consultant z U- S UNDTRANSIT CONTRACT No.: BT120 D. HOGAN STATE OF WASH INGT RTA/CN 0205-24 ARCHITECTURE SHEET No: REV: 0 12/10/2024 J.C. D.H. C.C. ISSUED FOR BID APPROVED BY: SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: DETAILS TRANSIT CENTER 491 0 No. DATE DSN CHK APP REVISION C. CHEANG R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 N co co W 0 N 0 N Q 0 N m w (D I z ry I 0 n ry I D m 0 I 0 co 00 LO a 0 � I N Q M 0 N co m CIP-1, SCORING LOCATE PER PLAN STATION PLANS G BT120-AI D905 - - -- 4 -F } - J BT120-AI D904 "*V�@ EJ XF BT120-AI D904 C BT120-AID905 2' - 311 1 BT120-AID904 F BT120-AID905 00oO ooO. >000000 0000 0000000 0: O (0_ dO0oo0„ 0000000 0000� �, _ 0000000 0�>��0,�0 ��0 000000 0000000 0000 00 0000000 � I 000000 0000000 - _ _ (10000J0 0000000 0000 00 0000000 �00 000000>0:. >, �00 000000000000000000000 J O O_ UOOO JJ _. ,� ;)_1 I �, � - � J 0000000 0000000 0000000 W �00 0000J0 M �.. _..- 000000000000000000000000 J 00000000C 0 >000000000000000 N 0 0 0 0 0 0 0 0 0 0 0 0 0 .:: O � O 0000000 0000000 J �000000 000 O 0 :. :' :_ > '�000000 O 0000000 0000000 0000000 _. O O O O 0 0 O CJ J J I O O O O O O C 0 0000000 0 0 0 0 0 0 C 0 m OOo(DC00� :_ Flo 00000c; �.� _ 4 T 00000000000000000000c 0',: 00:� �,;�. c 0 >00 000 00.>0 _ 00 ,c�'C 0 0000000 _ .,. ._ _ ]0000000 o000000 0000000 0000000 1 000 O� >000 0000000 ,00>00�,> c,� 1 0000000 BUS FLAG, SEE STATION SITE DIM ZB PLANS, GENERAL NOTE 1. POINT PER BT120-AID904 PLAN DIMENSION PER STATION PLANS - ENLARGED PLAN - PLATFORM PAVING SCALE: 1" = V-0" PT-2, TYP. BT120-APP213 L BT120-AI D904 le BT120-AI D905 R PRECAST CONCRETE PAVERS, PC-2, TYP. ACCENT CONCRETE CONCRETE CURB i 1 (2) ANCHOR TABS W/ 7/16" O HOLES N LITTER .j1A f\LV 1 RECEPTACLE (W/ LINER REMOVED FOR CLARITY) RECEPTACLE CLEARANCES - PLAN SCALE: 3" = V-0" BT120-APP213 R-4332414 DEVELOPMENT ENGINEERING msippo 11 /25/2025 U1 DESIGNED BY: SCALE: DRAWING NO.: C. CHEANG Q w AS NOTED STRIDE BUS RAPID TRANSIT DRAWN BY: 9849FREGISTERED U FILENAME: SOUTH RENTON TRANSIT CENTER BT120-AID907 J. CHAN T5Tw cn J S1-BT120-A-v2020 BT105 FACILITY ID: CHECKED BY: NN N BRT General Engineering Consultant z " S UNDTRANSIT RIDE CONTRACT No.: BT120 D. HOGAN STATE OF WASH INGT RTA/CN 0205-24 ARCHITECTURE SHEET No: REV: 0 12/10/2024 J.C. D.H. C.C. ISSUED FOR BID APPROVED BY: SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: DETAILS TRANSIT CENTER 492 0 No. DATE DSN CHK APP REVISION IC.CHEANG R. PARGAS 112/10/2024 J. ALTCHECH 112/10/2024 12/10/2024 N co co W 0 N 0 N Q O N H m co U w CD I H (n Z Q ry H I 0 n ry I D m 0 I 0 co 00 LO d c) co I N Q M 0 N LO cy) m RECEPTACLE ANCHOR TABS PER RECEPTACLE MANUFACTURER (2) SS WASHERS W/ ISOLATION PAD BETWEEN WASHER & PAVER 3/8" X 7" SS BOLTS PC PAVERS REINFORCED MORTAR BED STRUCTURAL SLAB EPDXY EMBEDMENT LITTER RECEPTACLE ANCHOR EXPANSION JT @ STRUCTURE SCALE: 3" = V-0" BT120-AEE815 SCALE: 3" = V-0" DESIGNED BY: C. CHEANG DRAWN BY: J. CHAN CHECKED BY: D. HOGAN 0 12/10/2024 J.C. D.H. C.C. ISSUED FOR BID APPROVED BY: No. DATE DSN CHK APP REVISION IC.CHEANG CANOPY COLUMN SEALANT, BACKER ROD COMPRESSIBLE FILLER CONC "BLOCK - OUT" STRUCTURAL ISOLATION JOINT COLUMN EXPANSION JOINT SCALE: 6" = V-0" LUMN NC \LANT =R 'aKER D MPRESSI FILLER ZUCTURA �OLATION NT BT120-AI D908 MOUNTING POST BY SEATING SYSTEM MFR STEEL TIE -ROD BENCH SEATING POST ANCHOR SCALE: 3" = V-0" 9849 Q w REGISTERED ARC4fTm)?IDE w0- F)R J - N BRT General Engineering Consultant J LL STATE OF WASH INGT SUBMITTED BY: DATE: REVIEWED BY: R. PARGAS 12/10/2024 J. ALTCHECH TOPPING SLAB SS WASHER BY SEATING SYSTEM MFR STRUCTURAL SLAB M16 SS THREADED ROD ADHESIVE ANCHOR SUPPLIED BY SEATING SYSTEM MFR SCALE: M;Vmr=" AS NOTED FILENAME: S 1-BT120-A-v2020 SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 JOINT DETAIL @ HSS COLUMN BT120-AEE812 SCALE: 3" = V-0" STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ARCHITECTURE DETAILS TRANSIT CENTER SS COLUMN C T120-AI D908 OMPRESSIBLE ILLER AWCUT JOINT R-4332415 DEVELOPMENT ENGINEERING msippo 11 /25/2025 U1 DRAWING NO.: BT120-AID908 FACILITY ID: BT120 SHEET No: REV: 493 0 CV 32"MIN . co LOBBY 4 MAX. C'7 NOTE: 't 48" MINIMUM IF PULL SIDE PULL SIDE — O DOOR HAS BOTH A LATCH AND 24" MIN. CLR. � CLOSER 9 LJJ _ z @ EXT. DOOR 48 °000. h 36" MIN. coo 0 18" MIN. CLR. -C—= F' "I PULL SIDE INTERIOR @ INT. DOOREF DOOR - z 0 0 z Z z _ , °�° o 18" Z w N co w MIN. bo = Q PUSH SIDE DOORS IN SERIES X H PUSH HINGE 54" MIN. FRONT SIDE - - - - - - J WALKING PARALLEL TO A WALL 12" APPROACH APPROACH PULL SIDE INTERIOR 48" MIN. MIN. DOOR 18" TO 19" w 10" MAX_ 30" 24" MAX 5"MAX 15"MIN U WING WALLS DOWN TO UCIO Q z Q FLOOR ,, -- R - - - 24" MAX ANY N Z _ O z z M O DIMENSION M z z M �, M a � z z i U ------------- � WING WALLS � J', _ co M DOWN TO z FLOOR 18" MIN. L_ 8 MIN KNEE CLEARANCE 11" 6" 6" MAX. -TOE CLEAR FLOOR SPACE AT ADDITIONAL PROTECTION PROTRUDING OBJECTS HANGING ON CLEARANCE DRINKING FOUNTAIN NOT REQUIRED BETWEEN WALL WITH LEADING EDGES ABOVE HIGH AND LOW SIDE REACH LIMIT MAXIMUM REACH OVER OBSTRUCTION ALCOVES WING WALLS 27" FRONT APPROACH & SIDE CLEARANCES SCALE: 1 /2" = V-0" 67" DIAMETER SPACE 12" MIN. 36" MIN. 12" MIN. N n LO n Z � co 0 Z e\ (.0 36" M 60" T-SHAPE TURN SPACE FORWARD APPROACH PARALLEL APPROACH 0 N I------------- -- O N > Q >20"-25" MA) N U w 0o w w Q a J U U � C) U C) o0 00 p 00 C� _ O O L.L M J �I LL------------- - --------------- CIO1 -Z Z ® 30" CLEAR 48" CLEAR LO of HIGH FORWARD OBSTRUCTED FORWARD FLOOR SPACE FLOOR SPACE SIDE REACH LIMIT Q REACH LIMIT REACH LIMIT FORWARD APPROACH PARALLEL APPROACH R-4332416 APPROACH AND REACH 2 DEVELOPMENT ENGINEERING m of SCALE: 1/2" = V-0" - msippo 11/25/2025 0 co co DESIGNED BY: SCALE: DRAWING NO.: o C. CHEANG Q w 1/2" = 1'-0" STRIDE BUS RAPID TRANSIT co QI DRAWN BY: 9849 REGISTERED L) FILENAME: SOUTH RENTON TRANSIT CENTER BT120-AID910 M A. DOMINGO ARCHIT w J S1-BT120-A-v2020 BT105 FACILITY ID: � D CHECKED BY: NN N BRT General Engineering Consultant z CONTRACT No.: BT120 �D SOUNDTRANSIT ARCHITECTURE o p D. HOGAN STATE OFWASHINGT RTA/CN 0205-24 SHEET No: REV: LO cy) 0 12/10/2024 J.C. D.H. C.C. ISSUED FOR BID APPROVED BY: SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: DETAILS m No. DATE DSN CHK APP REVISION C. CHEANG R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CORE FACILITY 494 0 N co ('7 O i W O N 0 N > O N m U) W (D I H z ry ~I 0 n I m 0 I 0 co co 2� a o co .. Q NT co U) 0 N LO co m RESTROOMS 1 R" ti z WALL MOUNTED 16"-18" URINAL COAT HOOK (TA-8) SINK W/ UBP (TA-10) 1/4" MAX 13 1/2" MIN. MIRROR W/ SHELF SOAP DISPENSER (TA -IR" MIN 36" STAINLESS STEEL GRAB BAR (TA-6) 1 \ m R SIDE REAR GRAB BAR 16" - 18" ALLOWED AT 36" A.F.F. AT TANK -TYPE TOILET SANITARY NAPKIN VENDOR DISPENSER (TA-12) X a 0 SURFACE MOUNTED WASTE RECEPTACLE UNIT (TA-11) TYPICAL MOUNTING HEIGHT SCALE: 3/4" = V-0" COMPRESSED CARPET 1/4" MAX BELOW THRESHOLD FINISH FLOOR EVEN 1/4" 1/2 ADA-CHANGE IN LEVEL SCALE: 3/4" = 1'-0" DESIGNED BY: C. CHEANG DRAWN BY: A. DOMINGO CHECKED BY: D. HOGAN 0 12/10/2024 J.C. D.H. C.C. ISSUED FORBID APPROVED BY: No. DATE DSN CHK APP REVISION C. CHEANG 2 1 C'5 LL z Q M � � 0 co 12" MAX- - 0 ti TOILET l DISPENSER (TA-1) F.E.C. FIRE EXTINGUISHER (CABINET) U CO O H LL N Q 1/2" MAX AT 1: 2 1/4" SLOPE 9849 REGISTERED TARCHIT HANTAN STATE OF WASHINGT 39" - 41 " NK OTAINLESS L GRAB BAR HAND DRYER (TA-7) TOILET SEAT COVER DISPENSER (TA-5) o H LL Q 0 C� o ADA -SINGLE ACCOMMODATION TOILETS z O co NOTE: IF A MINIMUM 9 INCHES HEIGHT TO TOE CLEARANCE IS PROVIDED, A MAXIMUM OF 6 INCHES OF THE 48 INCHES OF CLEAR FLOOR SPACE REQUIRED AT THE FIXTURE MAY EXTEND INTO THE TOE SPACE. PLAN VIEW 17" KA I N LAVATORY CLEARANCE SCALE: 1/2" = 1'-0" BT120-APD223 SCALE: 3/4" = V-0" TmRIDE BRT General Engineering Consultant SUBMITTED BY: DATE: REVIEWED BY: R. PARGAS 12/10/2024 J. ALTCHECH LEI z_ J W z W U O H AX. 6" X 16 GA. STL. PLATE LOCATIONS: 2. SHEAR STRESS INDUCED IN A GRAB BAR OR SEAT BY FASTEN TO (2) GRAB BARS LOCATED ON EACH SIDE, OR ONE SIDE AND BACK THE APPLICATION OF A 250-POUND POINT LOAD SHALL STUDS, MIN. OF THE ACCESSIBLE TOILETS STALL OR COMPARTMENTS, SHALL BE LESS THAN THE ALLOWABLE SHEAR STRESS FOR BE SECURELY ATTACHED 33 INCHES ABOVE AND PARALLEL TO MATERIAL OF A GRAB BAR OR SEAT, AND IT'S THE FLOOR EXCEPT THAT WHERE A TANK -TYPE TOILET IS USED MOUNTING BRACKET OR OTHER SUPPORT IS (3) STAINLESS WHICH OBSTRUCTS PLACEMENT AT 33 INCHES, THE GRAB BAR CONSIDERED TO BE FULLY RESTRAINED, THEN DIRECT STEEL MAY BE AS HIGH AS 36 INCHES. GRAB BAR SHALL BE AT LEAST AND TORSIONAL SHEAR STRESSES SHALL NOT EXCEED R.H.M.S. W/PIPE 42 INCHES FRONT OF WATER CLOSET STOOL GRAB BAR AT THE THE ALLOWABLE SHEAR STRESS. SPACER BACK SHALL NOT BE LESS THAN 36" LONG, +34„ 3. SHEAR FORCE INDUCED IN FASTENER OR _ DIAMETER OR WIDTH: MOUNTING DEVICE FROM THE APPLICATION OF A A.F.F. THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES' OF 250-POUND POINT, LOAD SHALL BE LESS THAN THE GRAB BAR SHALL BE 1 1/4" to 1 1/2" OR SHALL PROVIDE AN ALLOWABLE LATERAL LOAD OR EITHER THE FASTENER 1 1/2" EQUIVALENT GRIPPING SURFACE. IF GRAB BARS ARE MOUNTED OR MOUNTING DEVICE OR THE SUPPORTING ADJACENT TO A WALL, THE SPACE BETWEEN THE WALL AND STRUCTURE, WHICHEVER IS THE SMALLER ALLOWABLE TILE (WHERE GRAB BARS SHALL BE 1 1/2" LOAD. OCCURS) STRUCTURAL STRENGTH: 4. TENSILE FORCE INDUCED IN A FASTENER BY A DIRECT (1) LAYER OF THE STRUCTURAL STRENGTH OF GRAB BARS, TUB AND TENSION FORCE OF A 250-POUND POINT LOAD, PLUS W.R. 5/8" GYP. SHOWERS SEATS, FASTENERS AND MOUNTING DEVICES SHALL THE MAXIMUM MOMENT FROM THE APPLICATION OF A BD. AS OCCURS MEET THE FOLLOWING SPECIFICATIONS: 250-POUND POINT LOAD SHALL BE LESS THAN THE ALLOWABLE WITHDRAWAL LOAD BETWEEN THE 1. BENDING STRESS IN A GRAB BAR OR SEAT INDUCED BY THE FASTENER AND THE SUPPORTING STRUCTURE. MAXIMUM BENDING MOMENT FROM THE APPLICATION OF 250-POUNDS POINT LOAD SHALL BE LESS THAN ALLOWABLE 5. GRAB BARS SHALL NOT ROTATE WITHIN THEIR STRESS FOR MATERIAL OF GRAB BAR SEAT. FITTINGS. GRAB BAR MOUNTING DETAIL SCALE: 1" = 1'-0" SCALE: Q w AS NOTED Q FILENAME: cn w U) J S 1-BT120-A-v2020 z J U_ SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ARCHITECTURE DETAILS CORE FACILITY R-4332417 DEVELOPMENT ENGINEERING + msippo 11 /25/2025 DRAWING NO.: BT120-AID911 FACILITY ID: BT120 SHEET No: REV: 495 0 N co co O W 0 N 0 N a O N H m U) 0 w CD I H (n Z a ry H I 0 n ry I D m 0 I 0 (.0 00 LO co 0 a I 0 ti c/) L o N o M N N c.0 co 1. PROVIDE WOOD BLOCKING AS REQUIRED 3/4" PLYWOOD W/ PLASTIC LAMINATE FINISH DOORS ADJUSTABLE SHELVES AS INDICATED ON INTERIOR w ELEVATIONS z Z) O CABINET HARDWARE AS SPECIFIED CU M 0 a 15" 0 M SOLID SURFACE COUNTERTOP AND BACKSPLASH AS SPECIFIED OVER 3/4" PLYWOOD SUBSTRATE COUNTERTOP MATERIALS PER PLAN ON 3/4" PLYWOOD SUBSTRATE - COMMERCIALLY AVAILAB' COUNTERTOP BRACKET SUPPORTS SPACED @ 4E O.C. (MAX.) METAL BLOCKING AS DETAILED BASE - SEE FINISH SCHEDULE COUNTER SECTION PLYWOOD BACKER SCALE: 1 1/2" = V-0" 13T120-AIE821 SCALE: 1 1/2" = V-0" 3/4" PLYWOOD W/ PLASTIC LAMINATE FINISH CABINET HARDWARE AS SPECIFIED METAL STRUCTURAL 2" WIDE 16 GA STEEL STRAPS DECK - TO SPAN FLUTE & OVERLAP - ADJACENT DECK VALLEYS BY SEALANT 1 1/2" SPACED 24" O.C. _ -' ACOUSTICAL INSULATION M PIPE WRAP OR PREFORMED FOAM INSULATION CONINUOUS SLOTTED 1/4" PLYWOOD BACKING, TYP. _________________ TOP TRACK SEESTRUCT. PROVIDE BLOCKING AS REQUIRED ` PARTITION TYPE PER PLANS OPERABLE DOOR w/ ATTACHED BASE (FOR KNEE SPACE IN COMPLIANCE WITH ADA REQUIREMENT) PARALLEL TO FLUTES PERPENDICULAR TO FLUTES CASEWORK - CABINET WITH SINK TOP OF WALL ( NON -RATED) CONDITIONS SCALE: 1 1/2" = 1'-0" BT120-AIE822 SCALE: 3" = 1'-0" 13T120-AIX725 DESIGNED BY: C. CHEANG DRAWN BY: 9849 REGISTERED A. DOMINGO ARCHI CHECKED BY: C AN LAM 1 06/13/2025 JC DH CC ADDENDUM #1 D. HOGAN STATE OFWASHINGT 0 12/10/2024 JC DH CC ISSUED FORBID APPROVED BY: SUBMITTED BY: DATE: No. DATE DSN CHK APP REVISION C. CHEANG I R. PARGAS 12/10/2024 4STmRIDE BRT General Engineering Consultant REVIEWED BY: J. ALTCHECH SCALE: Q w mrr AS NOTED Q FILENAME: U) w C/) J S 1-BT120-A-v2020 z U_ SOUNDTRANSIT CONTRACT No.: RTA/OA 0206-19 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 9'-0" A.F.F. ATTACH SCREWS 24" OC ON WALL FRAMING 3/4" FIRE RATED PLYWOOD, DO NOT COVER LABEL ATTACH SCREWS 24" OC ON WALL FRAMING WALL TYPE AS SCHEDULED BT120-APD224 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ARCHITECTURE DETAILS CORE FACILITY R-4332418 DEVELOPMENT ENGINEERING msippo 11 /25/2025 DRAWING NO.: BT120-AID912 FACILITY ID: BT120 SHEET No: REV: 496 1 N C'7 C'7 O 0 W 0 N 0 N Q 0 N m W U w CD I H W Z Q ry H I 0 ry I W D m 0 I 0 co 00 LO a o � I M Q M co 0 N LO cy) m i W:% TACTILE "EXIT" SIGN (CENTERED ON V-6" SPACE) - 01M 703.4.4 HEIGHT OF TACTILE CHARACTERS ABOVE FINISH FLOOR OR GROUND 703.4.2 LOCATION OF TACTILE SIGNS AT DOORS 9" MAX OCCUPANTS ### kwolu TACTILE "EXIT" SIGN (CENTERED ON V-6" SPACE) - SIGNAGE - MOUNTING HEIGHT SCALE: 1/2" = 1'-0" REFER TO LIFE SAFETY SHEETS PER ROOM SIGNAGE - MAX OCCUPANCY (ROOM) SCALE: 3" = 1'-0" 6" ABA GRAPHIC BACKGROUND COLOR ROOM NAME MESSAGE COLOR BRAILLE MESSAGE p NO SMOKING WITHIN 50 FT OF BUILDING O i _ SIGNAGE - NO SMOKING SCALE: 3" = 1'-0" SIGNAGE - UNISEX_DOC G SCALE: 3" = 1'-0" - DESIGNED BY: C. CHEANG DRAWN BY: A. DOMINGO CHECKED BY: D. HOGAN 0 12/10/2024 J.C. D.H. C.C. ISSUED FOR BID APPROVED BY: No. DATE DSN CHK APP REVISION 1C.CHEANG MESSAGE COLOR 3/16 HEX HEAD BOLT WITH ANCHOR SIGN PANEL (.080 ALUMINUM SHEET) 1/4" NEOPRENE SPACER WALL TYPE PER PLAN NOTE: 1. SEE ELEVATIONS FOR LOCATIONS, FINAL LOCATION PER BASE REPRESENTATIVE APPROVAL. 2. SIGN TO BE MOUNTED A MINIMUM OF 10'-0" ABOVE GROUND IN VISIBLE LOCATION. 3. NUMBER SHOWN IN THIS DETAIL IS FOR EXAMPLE ONLY. CONFIRM ACTUAL BUILDING NUMBER WITH BASE REPRESENTATIVE. 4. COLORS TO BE MATCHED WITH THE BASE DISTRICT/ AREA ACCENT COLOR I. 9" 0 101 2'-6" I N I I I 01 0 I N ____0 w z O 75 O ry N SIGNAGE - BUILDING NUMBER SCALE: 1 1 /2" = 1'-0" BORDER COLOR ROOM NUMBER - BACKGROUND ROOM— ROOM NAME NAME MESSAGE COLOR SIGNAGE - ROOM ID SCALE: 3" = 1'-0" BRAILLE MESSAGE, TYPICAL 9849F ERED TE T) 45T)?IDE rAN�AdcW NG BRT General Engineering Consultant STATE OF WASH INGT SUBMITTED BY: DATE: REVIEWED BY: R. PARGAS 112/10/2024 J. ALTCHECH EQ 1'-2" 1/4" WIDE REFLECTIVE BAND COLOR: REFLECTIVE WHITE 230-000 9" HIGH VINYL CUT LETTERS HELVETICA MEDIUM COLOR: REFLECTIVE WHITE 230-000 METAL SIGN PANEL, BOLTED TO WALL COLOR: AYERS ROCK 7826A EQ 24" FROM CORNER 0 EXIT SIGNAGE - EXIT SCALE: 3" = 1'-0" SCALE: Q w mrr AS NOTED Q FILENAME: W w U) _j S 1-BT120-A-v2020 z J U_ SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 GRADE 2 BRAILLE PER CBC TABLE 11 B-703.3.1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ARCHITECTURE DETAILS CORE FACILITY R-4332419 DEVELOPMENT ENGINEERING msippo 11 /25/2025 DRAWING NO.: BT120-AID913 FACILITY ID: BT120 SHEET No: REV: 497 0 6 0 LU 0 N 0 N a 0 N m W w �I W z 0 a I W D m 0 I 0 co 00 LO a o o I L Q L U) 0 0 rn CY) m DRAWING NOTES: LEGEND REFER TO GEN-GZN006 & GEN-GZN007 FOR ADDITIONAL SYMBOLS AND LEGEND GENERAL NOTES PIPING SYMBOLS VALVE SYMBOLS A. REFER TO GEN-GZN006 AND GEN-GZN007 FOR ADDITIONAL SYMBOLS AND KEY NOTES: LEGEND. (1) 1/2" TP FROM ABOVE -DETAIL 4/MPD001. O P-TRAP GATE VALVE B. REFER TO SPECIFICATIONS FOR MATERIALS AND METHODS O1" DCW FROM ABOVE. FOR CONSTRUCTION. O1" NPW FROM ABOVE. 0 CLEANOUT BALL VALVE C. COORDINATE THE EXACT LOCATION OF FLOOR DRAINS WITH THE 40 2" DCW UP THROUGH FLOOR. ARCHITECTURAL DRAWINGS AND MECHANICAL EQUIPMENT LOCATIONS PRIOR TO INSTALLATION OF DRAINS. HOSE BIBB, WALL HYDRANT CHECK VALVE (NON SLAM) 05 3" WASTE FROM LAVATORIES. PRESSURE REDUCING VALVE D. COORDINATE ACCESS DOORS FOR INSTALLATION IN WALLS AND CEILINGS 3" WASTE FROM SINK. O o FLOOR DRAIN (PRV) WHERE ACCESS IS REQUIRED TO CONCEALED PLUMBING EQUIPMENT, VALVES, CONTROLS, AND OTHER DEVICES. 07 3" WASTE FROM MOP SINK. LINE/WALL CLEANOUT STRAINER E. PERFORM WORK IN ACCORDANCE WITH THE LATEST EDITIONS, REVISIONS, T 4" WASTE FROM URINALS. AMENDMENTS OR SUPPLEMENTS OF APPLICABLE STATUTES, ORDINANCES, WATER HAMMER ARRESTER CODES, OR REGULATIONS OF FEDERAL, STATE AND LOCAL AUTHORITIES ABBREVIATIONS 99 4" SANITARY SEWER FROM WATER CLOSETS. HAVING JURISDICTION IN EFFECT ON THE DATE BIDS ARE RECEIVED. AS OF PRESSURE GAUGE WITH COCK JAN 2023, WAC VERSIONS OF: 2018 IBC, 2018 UPC. 10 4" WASTE FROM FLOOR DRAIN. BCO BUILDING CLEANOUT F. COORDINATE WORK WITH ARCHITECTURAL FEATURES AND COORDINATE 11 2" WASTE FROM HUB DRAIN. SEE DETAIL 3/MPS001. UNION BOD BASIS OF DESIGN WORK SUCH THAT INTERFERENCES BETWEEN PIPING, DUCTWORK, EQUIPMENT, PLUMBING WORK, ELECTRICAL WORK, BUILDING STRUCTURE 12 4" WASTE FROM HUB DRAIN. � PITCH DOWN IN DIRECTION OF ARROW FS FLOOR SINK WILL BE AVOIDED. 13 4" UP TO CLEANOUT - DETAIL 2/MPD001. HC HANDICAPPED G. PROVIDE THE ENTIRE SYSTEM AND ITS COMPONENT ITEMS OF EQUIPMENT IN 14 DROP 4" SANITARY SEWER DOWN TO LOWER ® WALL HUNG WATER CLOSET HD HUB DRAIN OPERATING CONDITION WITHOUT OBJECTIONABLE VIBRATION OR NOISE. PROVIDE WATER HAMMER ARRESTERS AT RESTROOM PLUMBING CHASES. ELEVATION. 15 2" VENT UP THROUGH FLOOR. WALL HUNG URINAL MS MOP SINK H. PROVIDE ALL WIRING AND ELECTRICAL CONTROLS IN ACCORDANCE WITH NFPA 70 (NEC). NPW NON -POTABLE WATER 16 4" UP THROUGH FLOOR TO CLEANOUT. O WALL HUNG LAVATORY PCO PLUG CLEANOUT I. VERIFY AND DOCUMENT EXISTING CONDITIONS AND DIMENSIONS ON THE JOB 17 3" HUB DRAIN (3" X 2" REDUCER).a DROP -IN SINK PG PRESSURE GAUGE SITE PRIOR TO STARTING ANY WORK. 18 4" HUB DRAIN (8" X 4" REDUCER). ROUTE DRAIN FROM RPBA REDUCED PRESSURE BACKFLOW J. DO NOT SCALE THESE DRAWINGS FOR CONSTRUCTION PURPOSES. BACKFLOW PREVENTER TO HUB DRAIN. ASSEMBLY INSTALL PIPING TO PROVIDE THE MAXIMUM POSSIBLE CLEAR HEIGHT 19 3" VENT THROUGH ROOF. S SINK UNDERNEATH WHILE COORDINATING WITH OTHER TRADES. MAINTAIN A 20 4" DOUBLE TWO-WAY CLEANOUT - DETAIL 2/MPD001. URN URINAL MINIMUM OF 6" ABOVE FINISHED CEILING TO PROVIDE CLEARANCE FOR LIGHTING FIXTURES. 21 PROVIDE TAILPIECE TYPE TRAP PRIMER - DETAIL VE SANITARY VENT K. PROVIDE FINAL CONNECTIONS TO EQUIPMENT. 4/MPD001. WHA WATER HAMMER ARRESTER 22 SEE DOMESTIC WATER DIAGRAM 1/MPS001. L. LOCATE VENT TERMINALS A MINIMUM OF 10' HORIZONTALLY FROM ANY DOOR, OPERABLE WINDOW, OR OTHER AIR INTAKE OF THE BUILDING OR ADJACENT 23 SEE SANITARY SEWER RISER DIAGRAM 1/MPS002. BUILDING UNLESS THE VENT TERMINAL IS AT LEAST 2' ABOVE THE TOP OF SUCH OPENING. 24 3" UP TO CLEANOUT -DETAIL 1/MPD001. M. EXTEND ALL VENT LINES VERTICALLY (45 DEGREE ANGLE OR GREATER FROM 25 2" WASTE FROM SINK. HORIZONTAL) TO MINIMUM OF 6" ABOVE THE HIGHEST FLOOR LEVEL RIM OF THE HIGHEST FIXTURE SERVED BY VENT. 26 1" DCW FROM BELOW FLOOR. 27 1" DCW UP THROUGH FLOOR. N. ALL SANITARY SEWER BRANCH LINES SHALL DROP TO THE SAME ELEVATION AS THE SANITARY SEWER MAIN LINES UTILIZING A MAXIMUM SLOPE OF 45 28 NOT USED. DEGREES. 29 NOT USED. O. ALL SANITARY SEWER PIPING SHALL BE SLOPED AT 1/4" PER FOOT MINIMUM. P. SEE ARCHITECTURAL, MECHANICAL, CIVIL, ELECTRICAL AND ROOM FINISH 30 NOT USED. DRAWINGS FOR LOCATION OF EQUIPMENT AND FIXTURES. 31 NOT USED. Q. HANDLE, STORE, AND INSTALL EQUIPMENT ACCORDING TO MANUFACTURER'S 32 NOT USED. INSTRUCTIONS. 33 NOT USED. 34 NOT USED. WASHINGTON STATE ENERGY CODE NOTES FOR PLUMBING 35 NOT USED. APPLICABLE CODES TO PLUMBING WASHINGTON STATE PLUMBING CODE 2021 (UPC 2021 �6:) FLUSH VALVES SCHEDULED AIR TOUCHLESS, HANDLE A. PER C404.3.1 THE MAXIMUM LENGTH OF PIPING OF DOMESTIC HOT WATER FLUSH VALVES ARE SHOWN IN CASE THE OWNER AMMENDED) FROM SOURCE OF HEATED WATER IS 3 FEET FOR 3/8" PIPE SIZE. CHANGES DIRECTION. TYPICAL WC-1 AND UR-1 UNITS. 37 2" VENT THROUGH ROOF. WASHINGTON STATE COMMERCIAL ENERGY CODE 2021 (IECC 2021 AMMENDED) B. PER C404.10.3 INSULATE DOMESTIC HOT WATER PIPING TO TABLE 403.10.3. PIPE SIZE <1", INSULATION THICKNESS 1". INSULATE DOMESTIC COLD WATER 38 3/4" CONDENSATE TRAP CONNECTOR. LINE FROM ACU PIPING WITH 1/2" THICK INSULATION IF <1.5", OTHERWISE 1" THICK INSULATION. EQUIPMENT SYMBOLS IN THIS ROOM. C. PIPE INSULATION SHALL BE CONTINUOUS TP PREVENT THERMAL BRIDGING. C39"\) BACKFLOW PREVENTER IS POWERED FLOOD CONTROL TYPE. IT CLOSES OFF WATER UPON DETECTION OF D. PER C408.1.4 PRIOR TO FINAL PLUMBING INSPECTIONS OR OBTAINING BACKFLOW ACTIVATION. NO BMS. CERTIFICATE OF OCCUPANCY, THE CERTIFIED COMMISSIONING 40 MAINTAIN 24" VERTICAL LIMIT AT FLOOR DRAINS. EQUIPMENT CLEARANCE L PERFESSIONAL SHALL PROVIDE EVIDENCE OF BUILDING COMMISSIONING. R-4332420 FDEVELOPIMENT ENGINEERING o 11 /25/2025 DESIGNED D S LVABY �� Y �I , rat%F WA. Icfr /mow . _ �� � `� z� '� -i' 0676 v' Al°���ISTERF�.�� pS,ON ` 7 �aCO S� BRT General Engineering Consultant F Q w z w Q U J SOUNDTRANSIT NTSE STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 MECHANICAL -PLUMBING GENERAL NOTES AND LEGEND DRAWING NO.: BT120-MPN001 DRAWN BY: D. SILVAN FILENAME: S1-BT120-MP-v2020 FACILITY ID: BT120 CHECKED BY: M. PHILLIPS CONTRACT No.: RTA/CN 0205-24 SHEET No: REV: 0 12/10/2024 DOS MP JHS ISSUED FOR BID APPROVED BY: SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: CORE FACILITY 498 0 No. DATE DSN CHK APP REVISION J. SACKINGER Signed: 12-10-2024 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 N co co 0 N O N i1 O N H m U w C� H I V) Z a ry H I ic) a a ry I D om O I O co 00 LO � M ao � >I M Cn (.0 -) L N O O �p N cy) O n m 2.1 2.2 1 06/13/2025 DOS MP I JHS ADDENDUM #1 0 12/10/2024 DOS MP JHS ISSUED FOR BID No. DATE DSN CHK APP REVISION KEY NOTES: 12 4" WASTE FROM HUB DRAIN. 37 4" UP THROUGH FLOOR TO CLEANOUT. 2.6 2.3 2.4 2.5 2.7 2.8 2.9 2.10 2.11 ---------------- --------------- T DESIGNED BY: D. SILVA DRAWN BY: D. SILVA CHECKED BY: M. PHILLIPS APPROVED BY: J. SACKINGER -�1fr i Saco b s A ®3067� Signed: 12-10-2024 SUBMITTED BY: R. PARGAS 4STmRIDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH BT120-MPP222 Q J Q fir= cn co W J Z J SOUNDTRANSIT DATE: 12/10/2024 SCALE: 3/16" = 1'-0" FILENAME: S1-BT120-MP-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 12/10/2024 KEY PLAN - 2.F 8 4 0 8 16 SCALE IN FEET STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 MECHANICAL -PLUMBING UNDERGROUND PLAN - BELOW FINISHED FLOOR CORE FACILITY DRAWING NO.: BT120-MPP121 FACILITY ID: BT120 SHEET No: REV: 499 1 N co co W 0 N O N d 75 O N H m U W C� �I Z a ry H 0I d ry C/)I D om OI O co 00 LO � M ao rn al U) L N O O �p o M n m KEY NOTES: )8) 4" HUB DRAIN (8" x 4" REDUCER) WITH ASSE 1072 TRAP PROTECTION DEVICE. ROUTE 3/4" CONDENSATE FROM BT120-ACU-01, 02, 03, 04, AND 05. TERMINATE CONDENSATE PIPING ABOVE HUB DRAIN RIM, MINIMUM 1 INCH AIR GAP. (39) 3" VENT THROUGH ROOF. 2.1 2.2 2.3 2.4 2.5 2.6 2.7 2.8 2.9 2.10 2.11 I I I I I I I I I I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —I— — — — — — — — — — — — — — — — — 2.H - 1 06/13/2025 1 DOS I MP 0 12/10/2024 1 DOS I MP JHS ADDENDUM #1 JHS ISSUED FOR BID No. I DATE I DSN I CHK I APP I REVISION DESIGNED BY: D. SILVA DRAWN BY: D. SILVA CHECKED BY: M. PHILLIPS APPROVED BY: J. SACKINGER WAS��`�1 Saco b s 7 'mm 'd 3067E �os DNA L Signed: 12-10-2024 SUBMITTED BY: R. PARGAS 4STmRIDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH Q w Q cnco W J Z J SOUNDTRANSIT DATE: 12/10/2024 SCALE: 3/16" = 1'-0" FILENAME: S1-BT120-MP-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 12/10/2024 PLATFORM - E IFN nI 1 G H CORE 8 4 0 8 16 FACILITY GEN KEY PLAN SCALE IN FEET DEVELOPMENT ENGINEERING o msippo 11 /25/2025 1 R-4332422 nRA\A/INC; Nvn STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 MECHANICAL -PLUMBING FLOOR PLAN -OVERALL -AT OR ABOVE FINISHED FLOOR CORE FACILITY BT120-MPP221 FACILITY ID: BT120 SHEET No: REV: 500 1 N co co O W 0 N 0 N ii 0 N H m w CAI z ry I 0 a I D 00 of 0 co 00 LO a o o I N Q N_ LO U) ,�t D 0 0 rn cy) m 2.5 2.6 2.7 2.8 2.9 2" DOMESTIC WATER SERVICE - REFER TO CIVIL FOR CONTINUATION I I I I I 4" SANITARY SEWER - REFER TO CIVIL FOR CONTINUATION 4" SANITARY SEWER - REFER TO CIVIL FOR CONTINUATION CORE FACILITY ENLARGED PLUMBING - BELOW FINISHED FLOOR SCALE: 1/4" = V-0" BT120-MPP121 2.5 2.6 2.7 2.8 2.9 I I I I I r/BT1210-13FP-02� 0-BFP-01 OPERAT R OPERATOR RESTRO M RESTRO M BT120L1?07 BT120L1206 18 BT120-PRV-01 BT120-EWH-06 HB-3 �I I ' V` HB-1 BCO 20 OPERATOR RESTRO M BT120L1205 HB-1 BCO 20 2" DCW" WC-1 22 0 FD-1 UR-1 BT120-EWH-02 L-1 21 1 HB-1 OPERATOR RESTROOM BT120L1204 1" NPW MS-1 1 g 3/4" DCW SEC BT120-EWH-03 STORAGE LACTATION ROOM BT120L1202 BT120L1201 FCO - I . . . . . . . . . . . . . . . . . . . . . . . i I a KEY NOTES: C1/2" TP FROM ABOVE - DETAIL 4/BT120-MPD001. 02 1" DCW FROM ABOVE. 3 1" NPW FROM ABOVE. C4, 2" DCW UP THROUGH FLOOR. 5 3" WASTE FROM LAVATORIES. O3" WASTE FROM SINK. 70 3" WASTE FROM MOP SINK. 8 4" WASTE FROM URINALS. (�)� 4" SANITARY SEWER FROM WATER CLOSETS. (10\1 4" WASTE FROM FLOOR DRAIN. (11212" WASTE FROM HUB DRAIN. SEE DETAIL 3/BT120-MPS001. (E2 4" WASTE FROM HUB DRAIN. (13 4" UP TO CLEANOUT - DETAIL 2/BT120-MPD001. T41, DROP 4" SANITARY SEWER DOWN TO LOWER ELEVATION. 15 2" VENT UP THROUGH FLOOR. 40 MAINTAIN 24" VERTICAL LIMIT AT FLOOR DRAINS. 17 3" HUB DRAIN (3" X 2" REDUCER). (E8,4" HUB DRAIN (8" X 4" REDUCER). ROUTE DRAIN FROM BACKFLOW PREVENTER TO HUB DRAIN. REFER TO DETAIL 1/BT120-MPD002 19 3" VENT THROUGH ROOF. 20 4" DOUBLE TWO-WAY CLEANOUT - DETAIL 2/BT120-MPD001. 21 PROVIDE TAILPIECE TYPE TRAP PRIMER - DETAIL 4/BT120-MPD001. ROUTE 3/4" CONDENSATE LINE FROM ACU UNIT IN THIS ROOM TO SINK TAILPIECE. 22 SEE DOMESTIC WATER DIAGRAM 1/BT120-MPS001. 23 SEE SANITARY SEWER RISER DIAGRAM 1/BT120-MPS002. 24 3" UP TO CLEANOUT - DETAIL 1/BT120-MPD001. 25 2" WASTE FROM SINK. 26 1" DCW FROM BELOW FLOOR. 27 1" DCW UP THROUGH FLOOR. 37 2" VENT THROUGH ROOF. C38\> CONNECT 3/4" CONDENSATE LINE FROM ACU IN THIS ROOM TO TAILPIECE AT SINK. CORE FACILITY ENLARGED PLUMBING - AT OR ABOVE 4 2 0 4 8 FINISHED FLOOR 2 DEVELOPMENT ENGINEERING � SCALE IN FEET SCALE: 1/4" - V-0" BT12��221 msippo 11/25/2025 S LVADESIGNED BY DRAWING NO.: Y q w 1/4= 1-0" " ' STRIDE BUS RAPID TRANSIT D �WASfC'1r 7 Q J BT120-MPP222 DRAWN BY: ��w �G,r� U FILENAME: SOUTH RENTON TRANSIT CENTER OST)?IDE D. SILVA�� `vaCS� w J S1-BT120-MP-v2020 BT105 FACILITY ID: CHECKED BY: .ipob 30676 �� BRT General Engineering Consultant :3'� SpUNDTRANSIT CONTRACT No.: MECHANICAL -PLUMBING BT120 M. PHILLIPS t% QST RTA/CN 0205-24 SHEET No: REV: 0 12/10/2024 DOS MP JHS ISSUED FOR BID APPROVED BY: 'rsItONALG� SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: ENLARGED FLOOR PLANS No. DATE I DSN CHK APP I REVISION 1J. SACKINGER I Signed: 12-10-2024 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CORE FACILITY 501 0 N co co W 0 N O N d 75 O N H m V1 U w C� H I V) Z Q ry H I c) d Q ry I V) D m O I O co 00 LO � M Q rI I-Q Cn L N O O �p N cy) O n cn 2.1 2.2 2.3 2.4) 2.5 2.6 2.7 2.8 2.9 2.10 2.11 I I I I 2.H - 1 106/13/2025 1 DOS MP JHS ADDENDUM #1 0 12/10/2024 1 DOS MP JHS ISSUED FOR BID No. I DATE I DSN I CHK I APP I REVISION DESIGNED BY: D. SILVA DRAWN BY: D. SILVA CHECKED BY: M. PHILLIPS APPROVED BY: J. SACKINGER 1 WAS pacobs A a �3067 % °� 'SstoNAL � SUBMITTED BY: Signed: 12-10-2024 R. PARGAS 4STmRIDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH Q w cn0 W J Z J SOUNDTRANSIT DATE: 12/10/2024 SCALE: 3/16" = 1'-0" FILENAME: S1-BT120-MP-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 MECHANICAL -PLUMBING ROOF PLAN CORE FACILITY DRAWING NO.: BT120-MPP321 FACILITY ID: BT120 SHEET No: REV: 502 1 N co cy) O W 0 N 0 N > a 75 N m U w UI H z ry ~I a I V) 100 0 I 0 co 2 't a o o LO U) O 0 mco m ISOLATION1" BAL VALVE AT 24" AFF 1/2" BALL VALVE SET AT 18" AFF (WINTER RELIEF) 1" NPW CAPPED MINIMUM OF 12" ) FOR FUTURE USE 1" NPW ROUTED UNDERGROUND TO PLATFORM HOSE BIBBS WINTERIZE NPW INSTRUCTIONS SCALE: NTS 36)( WC-1 CANOPY GROUND HYDRANTS SEVERE WINTERIZING INSTRUCTIONS: STEP 1: CLOSE UPPER 1" BALL VALVE. STEP 2: ATTACH HOSE TO 1/2" BALL VALVE AND RUN TO MOP SINK OR FLOOR DRAIN. STEP 3: OPEN 1/2" BALL VALVE. STEP 4: OPEN GROUND HYDRANTS AT CANOPY FOR MINIMUM TIME OF 1 MINUTE EACH, THEN CLOSE THEM. STEP 5: LEAVE 1/2" BALL VALVE OPEN AND FOR WINTER REMOVE HOSE. TO RETURN GROUND HYDRANTS TO IN-SERVICE: CLOSE 1/2" BALL VALVE AND OPEN 1" UPPER BALL VALVE. BT120-MPS001 2" DCW 2" DCW 1 1/2" DCW 1" DCW WC-1 36 1" DCW 1 " DCW ------------ ----------- 1 1/2" DCW L-1 UR-1 BT120-EWH-01 36 L-1 (T_j� HB-1 3/4" DCW HB-2 0 12/10/2024 DOS MP JHS ISSUED FOR BID No. DATE DSN CHK APP REVISION DESIGNED BY: D. SILVA DRAWN BY: D. SILVA CHECKED BY: M. PHILLIPS APPROVED BY: J. SACKINGER 2" DCW ACU-I ACU-01 - - BT120-BFP-02 FCV 9 BT120-BFP-01 CPG BT120-PRV-01 0 U AIR GAP INTO 3" HUB DRAIN AT CONFORT STATION 4 1 1 /4" DCW 2" DCW--- PG - 1 1/2" DCW WC-1 36 2" DL WHA 1" DCW -3/4" DCW WHA UR-1 � 36 l 1 1/2" DCW �u 36 UR-1 L-1 L-1 CHBD-I BT120-EWH-02 3/4" DCW `'r^1RATE PENETRATIONS STORAGE ROOM J ELECTRICAL ROOM TYPICAL HVAC CONTRACTOR TO RUN CONDENSATE TUBE FROM INDOOR CONDENSOR TO INDIRECT DRAIN, COORDINATE TEE PLACEMENT WITH HVAC ACU-05 \CU-03 - - - ACU-04 ACU-16 i v W W Vi CD ] AIR GAP INTO 3" HUB DRAIN AT CONFORT STATION 4 KEY NOTES: 36� FLUSH VALVES SCHEDULED AIR TOUCHLESS, HANDLE FLUSH VALVES ARE SHOWN IN CASE THE OWNER CHANGES DIRECTION. TYPICAL WC-1 AND UR-1 UNITS. 39 > BACKFLOW PREVENTER IS POWERED FLOOD CONTROL ACU-26 ACU-36 - - ACU-46 - - ACU-56 TYPE. IT CLOSES OFF WATER UPON DETECTION OF \ / \ / BACKFLOW ACTIVATION. NO BMS. W W v ] AIR GAP INTO 3" HUB DRAIN o CLEANOUT AT CONFORT U CAP OR PLUG STATION 2 ERU-01 I (TYPICAL) NOTES: ALL TEES, ELBOWS, INDIRECT DRAIN PIPE AND THREADED CLEANOUT CAPS OR PLUGS IN 2" PVC, MINIMUM SLOPE OF 1%. PIPING NOT SHOWN ON PLUMBING FLOOR PLAN. SEE HVAC FOR LOCATIONS OF UNITS. RISER DIAGRAM - CONDENSATE INDIRECT DRAIN SCALE: NTS 3/4" DCW 2" DCW 1/2" DCW BT120-EWH-05 1/2" DHW - 1" NPW BT120-EW F S-1 BT120-EV MS-1 1" DCW THROUC 1" NPW DOWN THROUGH FLOOR 2" DCW UP THROUGH FLOOR 111 NON -POTABLE WATER - REFER TO CIVIL FOR CONTINUATION RISER DIAGRAM - DOMESTIC WATER SCALE: NTS A ®3067�� Signed: 12-10-2024 pacobs SUBMITTED BY: R. PARGAS WHA) BT120-MPP222 Tm)?IDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH AIR GAP INTO MOP SINK BT120-MPP221 SCALE: Q wM;rr NTS Q FILENAME: w J S1-BT120-MP-v2020 z J SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 ACU-07 v CONDENSATE TUBE INTO PIPE TO CONDENSATE TRAP STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 MECHANICAL -PLUMBING RISER DIAGRAM - DOMESTIC WATER CORE FACILITY BT120-EWH-04 R-4332425 DEVELOPMENT ENGINEERING msippo 11 /25/2025 IDRAWING NO.: BT120-MPS001 FACILITY ID: BT120 SHEET No: REV: 503 0 N co co W 0 N 0 N a 75 6 N H m U w C� �I z Q ~I 0 a ry I D m 0 I 0 co 00 LO a o � I �Q o � N L(� U) O 0 m II II II II II - -3" VE II 4" HUB DRAIN (8" x 4" REDUCER) 3" VENT THROUGH ROOF 3" VENT THROUGH ROOF RISER DIAGRAM - SANITARY SEWER P-2 SCALE: NTS 4" SS 0 12/10/2024 DOS MP No. DATE DSN CHK 3" VENT THROUGH ROOF II 3" VE--' 3" VE 3" VE 2" VE WC-1 ' 4" SS UR-1 1 2" SS FD-1 4" SS 4" SS 1 /2" TP L-1 1 pE JHS ISSUED FORBID APP REVISION BT120-MPP221 2" HUB DRAIN (3" x 2" REDUCER) _ 2" VE /2" VE UR-1 �2" VE SS 3" SS 4" SS TWO-WAY " SS CLEANOUT 4" SANITARY SEWER - REFER TO CIVIL FOR RISER DIAGRAM - SANITARY SEWER P-1 CONTINUATION DESIGNED BY: D. SILVA DRAWN BY: D. SILVA CHECKED BY: M. PHILLIPS APPROVED BY: J. SACKINGER SCALE: NTS -�1fr i pacobs 7 'mm 'd 3067E <,''s'!S70NA L Signed: 12-10-2024 SUBMITTED BY: R. PARGAS 4STmRIDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH BT120-MPP222 Q mw fir= cn� W J J z SOUNDTRANSIT DATE: 12/10/2024 SCALE: NTS FILENAME: S1-BT120-MP-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 MECHANICAL -PLUMBING RISER DIAGRAM - SANITARY SEWER CORE FACILITY 2" VENT THROUGH ROOF 2" VE-,�� II 2" VE---_,,� I R-4332426 DEVELOPMENT ENGINEERING msippo 11 /25/2025 U1 DRAWING NO.: BT120-M PS002 FACILITY ID: BT120 SHEET No: REV: 504 0 N C'7 C'7 6 0 W 0 N 0 N a 75 0 N m U w c� I z Q ry I c) d ry I D m 0 I 0 co 00 LO a o j >I N LC) Cn 0 0 m PLUMBING DRAIN SCHEDULE ITEM DESCRIPTION ADDITIONAL DESCRIPTION SIZE MANUFACTURER MODEL # WASTE PIPE VENT PIPE REMARKS FD-1 FLOOR DRAIN ROUND 6" STRAINER ZURN Z415B 4" 2" 4, 5, 6 FCO FLOOR CLEANOUT ROUND COVER AS NOTED ZURN Z1440 - NA 3,4 PCO PLUG CLEANOUT BRONZE PLUG - NO COVER 4" PIPE ZURN Z1446 4" NA WCO WALL CLEANOUT BRONZE PLUG & COVER AS NOTED ZURN Z1446 - NA 2 BCO BUILDING CLEANOUT 2 WAY EXTERIOR COVER 4" PIPE ZURN Z1400-B 4" NA 7,8 1. NOT USED. 5. STRAINER 1/8 TO 1/4 INCH BELOW FINISHED FLOOR. 2. POLISHED STAINLESS STEEL COVER AND SECURING SCREW. 6. TRAP PRIMER CONNECTION. 3. NICKEL BRONZE COVER, FLUSH WITH FLOOR. 7. NICKEL BRONZE COVER, FLUSH WITH GRADE. 4. COORDINATE PLACEMENT WITH ARCHITECTURAL SHEETS. 8. VANDAL -PROOF SCREWS. 0 12/10/2024 DOS MP No. DATE DSN CHK JHS ISSUED FORBID APP REVISION DESIGNED BY: D. SILVA DRAWN BY: D. SILVA CHECKED BY: M. PHILLIPS APPROVED BY: J. SACKINGER ! I A - ®r! 'MR 676 L/ �� GISTE SIONA L PLUMBING FIXTURE SCHEDULE ADDITIONAL MANUFACTURER MODEL NO. WASTE VENT FAUCET OR TAG DESCRIPTION DESCRIPTION DIMENSIONS (BOD) (BOD) PIPE PIPE DCW DHW VALVE (BOD) REMARKS WALL HUNG AUTOMATIC FLUSH VALVE AMERICAN WC-1 WATER CLOSET 1.28 GALLONS PER FLUSH 26" x 14" x 15" AMERICAN STANDARD AFWALL 2257.101 4" 2" 1" NA STANDARD: 1, 3, 4 SELECTRONIC WALL HUNG AUTOMATIC FLUSH VALVE WASHBROOK AMERICAN UR-1 URINAL 1 PINT PER FLUSH 14" x 18" x 26" AMERICAN STANDARD 6590.530 2" 1 1/2" 3/4" NA STANDARD: 1, 4, 7 SELECTRONIC L-1 WALL HUNG AUTOMATIC ELECTONIC 20" x 18" VITREOUS CHINA AMERICAN STANDARD LUCERNE 0356 2" 1 1/2" 1/2" 1/2" CHICAGO: 1, 2, 4, 8 LAVATORY FAUCET 0.5 GPM DUAL BEAM ELECTRONIC S-1 LACTATION ROOM SINGLE BOWL TOP MOUNT 25" x 22" x 12" ELKAY PURSUIT 2" 1 1/2" 1/2" 1/2" CHICAGO: 1, 2, 9, 10 SINK SATIN 316L SS PLA252212 WRIST BLADES S-2 SECURITY OFFICE SINGLE BOWL TOP MOUNT 25 x 22 x 12 ELKAY PURSUIT 2„ 1 1/2 1/2 1/2 CHICAGO: 1, 2, 9 SINK SATIN 316L SS PLA252212 WRIST BLADES MS-1 FLOOR MOUNTED BUCKET HANGER FAUCET 27 x 27 x 10 MEDINA UM.244 2 1 1/2 1/2 1/2 CHICAGO: BRACE 11 MOP SINK SPLASH GUARDS & PAIL HOOK HB-1 HOSE VALVE FOR CONNECTION TO OUTLET 3/4" NPHS ZURN Z1335 NA NA 3/4' NA Z1399-VB 6 GARDEN HOSE VACUUM BREAKER HOSE HB-2 WALL HYDRANT FOR CONNECTION TO OUTLET 3/4" NPHS ZURN Z1320XL NA NA 3/4" NA NA 15 GARDEN HOSE VACUUM BREAKER HOSE PG PRESSURE DIAL 0-100 PSI 2" DIAMETER ZURN-WILKINS 92-25 NA NA 1/4' NA NA - GAUGE NPT TP TRAP PRIMER L-1 TAILPIECE NA ZURN Z1021 NA NA NA NA NA 13 WHA WATER HAMMER EXPOSED AFTER RPBA 9-1/4" x 1-1/8" ZURN 1260XL-C NA NA 1/2 NA NA 5 ARRESTER FCV FLOOD CONTROL SOLENOID VALVE, FLOOD 11" LONG x 21" TALL ZURN ZW206 2" NA NA NA NA - VALVE SENSOR, LEAD-FREE 1. ADA INSTALLATION. 8. FAUCET 116.101.AB.1, 12 VAC TRANSFORMER. 15. AUTOMATIC DRAINING, INTEGRAL 2. POINT -OF -USE, HOT WATER SEE WH-1. 9. FAUCET 802-VE39VP317ABCP. BACKFLOW PREVENTER, TYPE 304 3. OPEN FRONT SEAT, SELECTRONIC FLUSH VALVE MODEL 606B-721. 10. INSTANT HOT, 120 VAC. STAINLESS STEEL HOUSING. 4. REQUIRES FIXTURE CARRIER. 11. FAUCET 897-CP, VACUUM BREAKER SPOUT. 5. EXPOSED LOCATIONS ON SERVICE SIDE, WC-1, 1" FEED LINES TO CS-1 AND CS-5. 12. NOT USED. 6. VACUUM BREAKER, NON -REMOVABLE, BREAKAWAY SCREW. 13. TAILPIECE TRAP PRIMER TO EACH FD-1 FLOOR DRAIN. 7. UR-1: SELECTRONIC MODEL 6062.013, 120 VAC. 14. NOT USED. PLUMBING EQUIPMENT SCHEDULE ADDITIONAL MANUFACTURER MODEL NO. POWER TAG DESCRIPTION DESCRIPTION DIMENSIONS DCW DHW REMARKS (BOD) (BOD) (KW) BT120-EWH-01 WATER HEATER POINT -OF -USE WATER 9-3/4" x 5-1/4" x 3" EEMAX SPEX3208 3.0 3/8" 3/8" ADA INSTALLATION, SEE ELECT FOR POWER, HEATER COMP COMP 208V - 1 PH. BT120-EWH-02 WATER HEATER POINT -OF -USE WATER 9-3/4" x 5-1/4" x 3" EEMAX SPEX3208 3.0 3/8" 3/8" ADA INSTALLATION, SEE ELECT FOR POWER, HEATER COMP COMP 208V - 1 PH. BT120-EWH-03 WATER HEATER POINT -OF -USE WATER 9-3/4" x 5-1/4" x 3" EEMAX SPEX3208 3.0 3/8" 3/8" ADA INSTALLATION, SEE ELECT FOR POWER, HEATER COMP COMP 208V - 1 PH. BT120-EWH-04 WATER HEATER POINT -OF -USE WATER 9-3/4" x 5-1/4" x 3" EEMAX SPEX3208 3.0 3/8" 3/8" ADA INSTALLATION, SEE ELECT FOR POWER, HEATER COMP COMP 208V - 1 PH. BT120-EWH-05 WATER HEATER POINT -OF -USE WATER 15-1/2" x 12-1/2" x 4-1/2" PROADVANTAGE PA018208T2T 18.0 3/4" 3/4" SEE ELECTRICAL FOR POWER, HEATER 208 V - 3 PH BT120-EWH-06 WATER HEATER POINT -OF -USE WATER 6" x 5-3/4" x 3-3/4" INSINKERATOR H-CONTOUR-SS 0.75 1/4" NA INSTANT HOT, 120 VAC HEATER BT120-PRV-01 PRESSURE THERMAL EXPANSION 4.5" LONG x 8" TALL ZURN NR3XLEC - 2 NA - REDUCER RELIEF, LEAD-FREE BT120-BFP-01 BACKFLOW REDUCED PRESSURE, 18" LONG x 6" TALL ZURN 975XL2 - 2 NA ORDER WITH FCV ASSEMBLY LEAD-FREE BT120-BFP-02 DOUBLE CHECK DOUBLE CHECK VALVE, 9" LONG x 4" TALL ZURN 950XL3 - 3/4 NA SERVES NON -POTABLE GROUND ASSEMBLY LEAD-FREE HYDRANTS. �� I pacobs Signed: 12-10-2024 SUBMITTED BY: R. PARGAS 4STmRIDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH Q w cn� W J Z J SOUNDTRANSIT DATE: 12/10/2024 SCALE: NTS FILENAME: S1-BT120-MP-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 MECHANICAL -PLUMBING SCHEDULES CORE FACILITY ---4332427 DEVELOPMENT ENGINEERING msippo 11 /25/2025 Ul DRAWING NO.: BT120-M PS003 FACILITY ID: BT120 SHEET No: REV: 505 0 N C'7 C'7 O It W 0 N 0 N > a 75 6 N m U w �I z I ry I D m 0 I 0 co 100 LO d M LO L6 QI r LO Cn O 0 N � T- m INSTALL CAULKING FERRULE AND RAISED HEAD SCREW PLUG IN AREAS WHERE SURFACE IS UNFINISHED. PROVIDE ACCESS HOUSING & COVER IN FINISHED SURFACES SUCH AS FLOORS, SIDEWALKS AND DRIVEWAYS 18" x 18" x 6" CONCRETE PAD OR AS SPECIFIED FINISHED GRADE 1/4 YARD OF CONCRETE AROUND FITTING FOR ANCHOR SEE PLANS FOR SIZE MAIN AND ROUTING OF PIPING FLOW CLEANOUT DETAIL SCALE: NTS FINISHED FLOOR o- ..a�o °oo°.o: voo :o SAME SIZE AS MAIN WITH 4" MAXIMUM 1/8 BEND FITTING AND WYE FITTING OR COMBINATION 1/8 BEND & WYE FITTING. PLUG DRAIN PIPE WHEN CLEANOUT IS LOCATED AT THE BEGINNING OF A RUN PROVIDE TAIL PROVIDE PROTECTIVE J PIECE TYPE TRAP SLEEVE AT FLOOR PRIMER PENETRATION FINISHED FLOOR FLOOR SINK AND P-TRAP 1/2" TRAP PRIMER LINE ROUTED BELOW FLOOR TO FLOOR DRAIN (NO JOINTS BELOW FLOOR) TRAP PRIMER - TAILPIECE SCALE: NTS 0 12/10/2024 DOS MP JHS ISSUED FOR BID No. DATE DSN CHK APP REVISION BT120-MPP222 BT120-MPP222 DESIGNED BY: D. SILVA DRAWN BY: D. SILVA CHECKED BY: M. PHILLIPS APPROVED BY: J. SACKINGER ACCESS HOUSING & COVER SET FLUSH WITH FINISHED SURFACE. INSTALL IN FLOOR, SIDEWALKS AND DRIVES FINISHED GRADE 1/4 YARD OF CONCRETE AROUND FITTING FOR ANCHOR FLOW ° o °oe8, DOUBLE TWO-WAY CLEANOUT DETAIL SCALE: NTS IF BRANCH IS GREATER THAN 20' LONG, PROVIDE ANOTHER WATER HAMMER ARRESTER IN MIDDLE, EACH SIZED FOR HALF THE FIXTURE """T`' HOT OR COLD WATER SUPPLY INSTALL PER PDI PDI SIZE "A„ STANDARDS AN[ MANUFACTURER INSTRUCTIONS SINGLE FIXTURE PDI PIPE SIZE SIZE FIXTURE UNIT LOAD A 1/2" 1-11 B 3/4" 12-32 33-60 61-113 114-154 C 1 " D 1 1/4" E 1-1/2" F 2" 155-330 INSTALL CAULKING FERRULE AND RAISED HEAD SCREW PLUG IN AREAS WHERE SURFACE IS UNFINISHED 24" x 18" x 6" CONCRETE PAD OR AS SPECIFIED FINISHED FLOOR 0 0 °age°°o oo°soo °°oo CAST IRON TO GRADE, SAME SIZE AS MAIN WITH 4" MAXIMUM PIPE MAY EXTEND AS WASTE OR VENT CLEANOUT TEE WITH SCREWED COUNTERSUNK PLUG. TAPERED THREAD WITH TFE JOINT COMPOUND �I WHERE CLEANOUT TEE IS CONCEALED IN A CHASE OR PARTITION, PROVIDE COVER AS SPECIFIED I � I I LOCATE CLEANOUT FACE WITHIN 4" OF WALL SURFACE, PROVIDE EXTENSION AS REQUIRED I I � o ° ^ 1/8 BEND FITTING AND WYE FITTING OR COMBINATION 1/8 BEND & WYE FITTING COLUMN OR PARTITION AS SHOWN ON FLOOR PLAN I I I I I I �I I I I I I HUB AT FLOOR I I FINISHED FLOOR � I RISER LENGTH AS REQUIRED SEE PLANS FOR SIZE / LONG SWEEP ELBOW AT MAIN AND ROUTING BEGINNING OF RUN TWO OF PIPING / CLEANOUT FITTING FLOW NOTES: SEE PLANS FOR SIZE MAIN AND ROUTING OF PIPING 1. PROVIDE WCO ON SANITARY WASTE BRANCHES NOT SERVED WITH FLOOR CLEANOUT. MAXIMUM HEIGHT ABOVE FINISHED FLOOR 4'- 0". BT120-MPP222 FIXTURE UNIT TABULATION FIXTURE COLD HOT FLUSH VALVE WATER CLOSET 10 -- URINAL COUNTER SINK LAVATORY MOP BASIN 5 -- 1.5 1.5 1.5 1.5 2.25 2.25 WATER COOLER .25 -- SHOWER 3 3 PROVIDE WATER HAMMER ARRESTERS WITH PISTON AND 0-RING CONSTRUCTION, HAVING PDI #WH-201, ASSE #1010 AND ANSI #A112.26.1M CERTIFICATION. INSTALL IN HORIZONTAL OR VERTICAL POSITION, BUT NEVER UPSIDE DOWN. INSTALL INLINE WITH WATER FLOW DIRECTION IF POSSIBLE. SIZE UNITS PER TABLES ABOVE. WATER HAMMER ARRESTER DETAIL SCALE: NTS p�! I pacobs A ®3067� Signed: 12-10-2024 SUBMITTED BY: R. PARGAS BT120-MPP222 Tm)?IDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH WALL CLEANOUT DETAIL SCALE: NTS C.P. 3/8" HOT WATER SUPPLY TO FIXTURE IN -LINE FLOW CONTROL VALVE COMPRESSION FITTING WALL MOUNTED TANKLESS ELECTRIC WATER HEATER ELECTRIC CONDUIT ELECTRICAL DISCONNECTING MEANS - REFER TO ELECTRICAL PLANS FINISHED FLOOR BT120-MPP222 WALL MOUNTED LAVATORY OR COUNTERTOP SINK C.P. 3/8" COLD WATER SUPPLY TO FIXTURE 1/2" COLD WATER SUPPLY LOOSE -KEY DUAL OUTLET ANGLE VALVE C.P. 3/8" COLD WATER SUPPLY TO WATER HEATER COMPRESSION FITTING TANKLESS ELECTRIC WATER HEATER PIPING SCALE: NTS SCALE: Q w NTS Q FILENAME: w S1-BT120-MP-v2020 Z J J LL SOUNDTRANSIT 0 RCN T RTA/02 05-24 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 DEVELOPMENT ENGINEERING BT120-MPP222 % msippo 11 /25/2025 R-4332428 STRIDE BUS RAPID TRANSIT DRAWING NO.: SOUTH RENTON TRANSIT CENTER BT120-MPD001 BT105 FACILITY ID: MECHANICAL -PLUMBING BT120 SHEET No: REV: DETAILS CORE FACILITY 506 0 N co co W 0 N 0 N d 75 O N H m U w C� H I Z Q ry H I 0 d ry I D m 0 I 0 co 00 LO a o 0 I N Q ti LO U) O 0 m 1" DOUBLE CHECK VALVE ASSEMBLY 2" REDUCED PRESSURE BACKFLOW PREVENTER WITH AIR GAP FITTING AND FULL SIZE DRAIN ROUTED TO MOP SINK BT120-BFP-01 0 2" DOMESTIC WATER SUPPLY TO BUILDING PRESSURE GAUGE (0 - 100 PSI) PRESSURE REDUCING VALVE BT120-PRV-01 PRESSURE GAUGE (0 - 100 PSI) o� 2i i� Z 12 0 12/10/2024 DOS MP No. DATE DSN CHK AIR GAP FITTING AND PIPING DRAINS INTO HUB DRAIN BT120-BFP-02 JANITOR 203 2" FLOOD PROTECTION VALVE 2" STRAINER FINISHED FLOOR PIPE STANDS PIPING SLEEVE AS REQUIRED THROUGH FLOOR DOMESTIC WATER ENTRANCE DETAIL SCALE: NTS JHS ISSUED FORBID APP REVISION DESIGNED BY: D. SILVA DRAWN BY: D. SILVA CHECKED BY: M. PHILLIPS APPROVED BY: J. SACKINGER 1" NON -POTABLE WATER 1" NON -POTABLE WATER SUPPLY TO CANOPY GROUND HYDRANTS 1" NON -POTABLE WATER CAPPED 12" AFF MINUMUM FOR FUTURE USE 2" BALL VALVE (TYPICAL) 2" DOMESTIC WATER SERVICE ROUTED BELOW FLOOR BT120-MPP222 METAL o LINER CMU WALL — o PANEL II II GIRT MASONRY ANCHORS (2) SELF 7' - TAPPING SHEET METAL SCREW OFFSET PIPE CLAMP �I METAL WALL SUPPORT MASONRY WALL SUPPORT NOTE: MASONRY ANCHOR SHALL BE EPDXY ADHESIVE TYPE WITH A MINIMUM CAPACITY OF 150 POUND AND SHEAR CAPACITY OF 300 POUND. SUBMIT MANUFACTURER'S DATA FOR APPROVAL PIPING WALL SUPPORT DETAIL SCALE: NTS WAS f Saco b s. 7 'mm 'd 3067E �o� 13- DNA L Signed: 12-10-2024 SUBMITTED BY: R. PARGAS 4STmRIDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH BT120-MPP222 Q w cn � W J J z SOUNDTRANSIT DATE: 12/10/2024 SCALE: NTS FILENAME: S1-BT120-MP-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 MECHANICAL -PLUMBING DETAILS CORE FACILITY R-4332429 DEVELOPMENT ENGINEERING msippo 11 /25/2025 Ul DRAWING NO.: BT120-MPDO02 FACILITY ID: BT120 SHEET No: REV: 507 0 N co co O 0 LU 0 N 0 N 75 6 N H m U w c� �I z Q ry I- I 0 d ry I m 0 I 0 co co LO 2o I o� M U) '�t -) 0 0 m cy) m INLETS AND OUTLETS CALLOUT FREE FLOW AREA RECTANGULAR DUCT SIZE AIRFLOW TYPE T1 DIAMETER NECK SIZE DIFFUSER TYPE, SEE 10" OA- SCHEDULE FOR MODULE SIZE �10" SD-1 (500 OA) AIRFLOW IN UNITS OF CUBIC FEET PER MINUTE, CFM, TO BE BALANCED TO FREE FLOW AREA RECTANGULAR DUCT SIZE AIRFLOW TYPE DIAMETER NECK SIZE GRILLE TYPE, SEE SCHEDULE FOR MODULE SIZE 12"x12" EA 16"x8" EG-1 17� (500 EA) AIRFLOW IN UNITS OF CUBIC FEET PER MINUTE, CFM, TO BE BALANCED TO fir► (200) PULLED AIRFLOW, CFM (INCLUDING INFILTRATION) ► (200) PUSHED AIRFLOW, CFM AIRFLOW TYPES: SA - SUPPLY AIR RA - RETURN AIR OA - OUTSIDE AIR EA - EXHAUST AIR 0 12/10/2024 DW MP JHS ISSUED FOR BID No. DATE DSN CHK APP REVISION AHRI EER HSPF MOCP SCCR ABBREVIATIONS AIR-CONDITION, HEATING, AND REFRIGERATION INSTITUTION ENERGY EFFICIENCY RATIO HEATING SEASONAL PERFORMANCE FACTOR MAXIMUN OVER CURRENT PROTECTION SHORT CIRCUIT CURRENT RATING SYMBOLS AND LEGEND WALL REGISTER OR GRILLE (SUPPLY) CEILING DIFFUSER OR REGISTER (SUPPLY) CEILING REGISTER OR GRILLE (RETURN AND EXHAUST) WALL REGISTER OR GRILLE (RETURN AND EXHAUST) TURNING VANES 45 DEGREES ENTRY CONICAL TEE FD FIRE DAMPER MANUAL OPPOSED -BLADE DAMPER MANUAL BUTTERFLY DAMPER MOTORIZED DAMPER M FLEXIBLE CONNECTION FLEXIBLE DUCTWORK 2021 WASHINGTON STATE ENERGY CODE (WSEC) NOTES COMMERCIAL BUILDING, NEW CONSTRUCTION 2018 WSEC. FOR COMPLIANCE WITH THE WSEC FOR OTHER DISCIPLINES SUCH AS ARCHITECTURAL, ELECTRICAL AND PLUMBING SEE THOSE SHEETS. FOR WSEC COMPLIANCE FOR MECHANICAL - HVAC THE PROJECT MUST MEET THE FOLLOWING: C403 MECHANICAL SYSTEMS AS NOTED BELOW. C403.1.1 HVAC TOTAL SYSTEM PERFORMANCE RATIO (TSPR) THIS PROJECT HAS BUILDINGS IS LESS THAN 5000 SF THEREFORE CLAIMS EXCEPTION 1. THIS PROJECT COMPLIES WITH C403.2.2 VENTILATION AND EXHAUST AND CHAPTER 4 IMC. ASHRAE 62.1 SCHEDULE IS SHOWN IN THIS SET. THIS PROJECT SELECTED EQUIPMENT TO MEET THE MINIMUM EFFICIENCY REQUIREMENTS OF TABLES C403.3.2 (1 THROUGH 12). C403.3.2 (1) AIR COOLED SPLIT SYSTEM AIR CONDITIONER MINIMUM 13.0 SEER: ELECTRICAL ROOM. C403.3.2 (2) AIR COOLED SPLIT SYSTEM HEAT PUMP MIN. 14.0 SEER, 8.2 HSPF: SECURITY, CORE FAC. C403.3.2 (3) SINGLE PACKAGE VERTICAL HEAT PUMPS, ROOM AIR CONDITIONERS: STORAGE, TELECOM. THIS PROJECT HAS AN AIR-TO-AIR ENERGY RECOVERY VENTILATION UNIT, COMPLIANT WITH C403.3.5. THIS PROJECT DOES NOT HAVE A REQUIREMENT FOR DIRECT DIGITAL CONTROLS PER C403.4.11. ALL CONTROLS ARE LOCAL WIRED THERMOSTATS. THIS PROJECT TAKES THE ECONOMIZERS EXCEPTION TABLE C403.5 FOR UNITS OF CLIMATE ZONE 4C EFFICIENCY IMPROVEMENT OF 64%. ON SPLIT SYSTEM SERVING THE ELECTRICAL SUPPLY DUCT (SECTION) ROOM. C403.6 DOES NOT APPLY. VAV SYSTEMS SERVING MULTIPLE ZONES ARE NOT ON THIS PROJECT. INTAKE, RETURN, OR EXHAUST DUCT SECTION BELLMOUTH OT ROOM TEMPERTURE SENSOR OP ROOM PRESSURE SENSOR ** REFER TO GEN-GZN006 & GEN-GZN007 FOR ADDITIONAL SYMBOLS AND LEGEND. CODES APPLICABLE TO HVAC WASHINGTON STATE MECHANICAL CODE 2021 (IMC 2021 AMMENDED) AMERICAN SOCIETY OF HEATING, REFRIGERATION, AND AIR CONDITIONING ENGINEERS (ASHRAE): • ASHRAE 62.1, VENTILATION AND ACCEPTABLE INDOOR AIR QUALITY • ASHRAE 55, THERMAL ENVIRONMENTAL CONDITIONS FOR HUMAN OCCUPANCY WASHINGTON STATE COMMERICAL ENERGY CODE 2021 (IECC 2021 AMMENDED) SMACNA HVAC DUCT CONSTRUCTION STANDARDS DESIGNED BY: D. WONG DRAWN BY: L. GOUDEAU CHECKED BY: M. PHILLIPS APPROVED BY: J. SACKINGER �2 t 30676 ' ISTEgFO- Fv ESS'ON Signed: 12-10-2024 C403.7 THIS PROJECT COMPLIES WITH VENTILATION AND EXHAUST SYSTEMS. IN PARTICULAR THIS PROJECT USES AN OCCUPANCY SENSOR AT THE SECURITY BUILDING AND An ENERGY RECOVERY UNIT FOR VENTILATION NEEDS AT THE CORE FACILITIES BUILDING. SEE ASHRAE 62.1 VENTILATION COMPLIANCE SCHEDULE. C403.7.4.2 THE PROJECT OCCUPANCY SENSOR AT SECURITY BUILDING WILL AUTOMATICALLY TURN OFF THE SUPPLY AIR FAN WITHIN 30 MINUTES OF THE OCCUPANTS LEAVING THE BUILDING. C403.7.8 THE OCCUPANCY SENSOR FAN AT SECURITY BUILDING WILL COMPLY WITH THE REQUIREMENT OF SHUTOFF DAMPERS AND BE CLASS 1 LEAKAGE OF LESS THAN 4 CFM/SF AT 1.0 INCH WATER GAUGE WHEN TESTED IN ACCORDANCE WITH AMCA 500D. C403.8 THIS PROJECT DOES NOT HAVE ANY FAN SYSTEM MOTOR NAMEPLATES EXCEEDING 5 HP. C403.10 CONSTRUCTION OF HVAC SYSTEM ELEMENTS COMPLY WITH THIS SECTION. DUCTS CONVEYING OUTSIDE AIR WILL BE INSULATED TO R-7, PER TABLE C403.10.1.1 OUTDOOR AIR DUCTS INSIDE A CONDITIONED SPACE CRITERIA <2800 CFM WILL BE USED FOR THIS PROJECT. PER C403.10.1.2 ALL OTHER DUCTS SUPPLY, RETURN, EXHAUST DUCTS WILL BE INSULATED USING A DUCT LOCATION AS INSIDE UNCONDITIONED SPACES, R-6. C403.10.2 THIS PROJECT USES LOW PRESSURE DUCT SYSTEMS OPERATING AT < 2 INCHES WATER GAUGE, CONSTRUCTED PER IMC AND THAT WILL BE LONGITUDINAL AND TRANSVERSE JOINTS SEAMS ANS CONNECTIONS SEALED WITH WELDS, GASKETS, MASTICS OR TAPES IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND THE SPECIFICATIONS. C403.10.3 PIPING INSULATION WILL BE APPLIED PER TABLE C403.10.3 PER FLUID OPERATING TEMPERATURES, INSULATION CONDUCTIVITY AND NOMINAL PIPE OR TUBE SIZE. C404 NOTES SEE PLUMBING, C405 NOTES SEE ELECTRICAL. C406.1 ADDITIONAL ENERGY EFFICIENCY CREDIT REQUIREMENTS, THIS PROJECT COMPLIES WITH EXCEPTION 1 BY BEING LOW ENERGY SPACES WITH SUFFICIENT PACKAGES FROM TABLE TO ACHIEVE A MINIMUM OF THREE CREDITS. C407 TOTAL BUILDING PERFORMANCE METHOD IS NOT USED ON THIS PROJECT. C408.1 SYSTEM COMMISSIONING, IS NOT REQUIRED PER EXCEPTIONS 1 HVAC AND 2 PLUMBING. C408.2 EXCEPTION 1. TOTAL MECHANICAL SYSTEMS IS LESS THAN 240 MBH COOLING AND LESS THAN 300 MBH HEATING. C408.3 EXCEPTION 2. LARGEST SERVICE WATER HEATING SYSTEM CAPACITY IS LESS THAN 200 MBH. C409 ENERGY METERING AND ENERGY MANAGEMENT. SEE ELECTRICAL, THE HVAC CONTRACTOR WILL NOT BE RESPONSIBLE FOR ANY ENERGY METERING OR ENERGY MANAGEMENT. pacobs SUBMITTED BY: R. PARGAS Tm)?IDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH WASHINGTON STATE ENERGY CODE DESIGN CONDITIONS SCALE: Q w NTS Q FILENAME: cnC/) w J S1-BT120-MH-v2020 z J SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 THIS DESIGN WAS ENGINEERED WITH WSEC CHAPTER 3 CLIMATE ZONE 4 C (MARINE), KING COUNTY, WASHINGTON INTERIOR DESIGN CONDITIONS PER WSEC SECTION C302.1 MAXIMUM OF 72 F FOR HEATING, MINIMUM OF 75 F FOR COOLING EXTERIOR DESIGN CONDITIONS, OUTDOOR DESIGN TEMPERATURES THIS DESIGN WAS ENGINEERED WITH WSEC SECTION 302.2, APPENDIX C TABLE C-1 CONDITIONS. OUTDOOR TEMPERATURES: (SEA TAC AIRPORT) COOLING SUMMER: 83 OF DRY BULB 65 OF WET BULD HEATING WINTER 24 OF DRY BULB NA R-4332430 FDEVELOPIMENT ENGINEERING o 11 /25/2025 STRIDE BUS RAPID TRANSIT DRAWING NO.: SOUTH RENTON TRANSIT CENTER BT120-MHN001 BT105 MECHANICAL-HVAC LEGEND, ABBREVIATIONS AND ENERGY CODES CORE FACILITY FACILITY ID: BT105 SHEET No: REV: 508 0 N cy) cy) O 0 LU 0 N 0 N 75 0 N H m U w c� I z Q ry 0I a ry I D m 0 I 0 co 00 LO d 0 rn I �Q o� M U) 0 0 m CONSTRUCTION NOTES: O IN ADDITION TO THE OBD AT THE GRILLE. INSTALL A MANUAL BALANCING DAMPER ON EACH SUPPLY BRANCH TO LACATION, TO SECURITY STORAGE AND SECURITY OFFICE (2 INSTALL A MANUAL BALANCING DAMPER ON EXHAUST BRANCH FROM LACATION. THIS IS IN ADDITION TO THE OBD AT THE GRILLE. 0 1 12/10/2024 I DW I MP I JHS I ISSUED FOR BID No. I DATE I DSN I CHK I APP I REVISION GENERAL NOTES: 1. DRAWINGS ARE A GENERAL GRAPHIC SCHEMATIC REPRESENTATION OF THE WORK. FABRICATE AND INSTALL BASED ON ACTUAL FIELD MEASUREMENTS. COORDINATE WITH OTHER TRADES. PROVIDE A COMPLETE SET OF SHOP DRAWINGS REFLECTING ACTUAL DIMENSIONS, ACCESS REQUIREMENTS, AND DETAILS BASED ON THE ACTUAL EQUIPMENT PROCURED. MAINTAIN AN UP TO DATE SET OF AS-BUILTS ON THE JOB SITE. 2. REFER TO SPECIFICATIONS FOR MATERIALS, PRODUCTS AND DIRECTIONS FOR CONSTRUCTION. 3. COORDINATE LOCATION OF ALL PENETRATIONS WITH THE BUILDING STRUCTURE. 4. REFER TO ARCHITECTURE FOR PENETRATION DETAILS THROUGH BUILDING ENVELOPE. 5. PERFORM WORK IN ACCORDANCE WITH THE LATEST EDITIONS, REVISIONS, AMENDMENTS, OR SUPPLEMENTS OF APPLICABLE STATUTES, ORDINANCES, CODES, OR REGULATIONS OF FEDERAL, STATE, AND LOCAL AUTHORITIES HAVING JURISDICTION. 6. WHERE APPROVAL CODES HAVE BEEN ESTABLISHED BY OSHA, UNDERWRITERS LABORATORY, AMERICAN COEDS, ANSI, ASME, ASHRAE, ASTM, ARI, NEC, NFPA, SMACNA, OR THE STATE FIRE INSURANCE REGULATORY BODY, FOLLOW THESE STANDARDS WHETHER OR NOT INDICATED ON THE DRAWINGS. 7. COORDINATE WORK WITH ARCHITECTURAL FEATURES AND COORDINATE WORK SUCH THAT THE INTERFERENCES BETWEEN PIPING, DUCTWORK, EQUIPMENT, PLUMBING WORK, ELECTRICAL WORK, AND BUILDING STRUCTURE WILL BE AVOIDED. 8. PROVIDE ALL WIRING AND ELECTRICAL CONTROLS IN ACCORDANCE WITH NFPA 70 (NEC). 9. DO NOT SCALE THESE DRAWINGS FOR CONSTRUCTION PURPOSES. 10. PAINT ANY ABOVE CEILING ITEMS, WHICH CAN BE SEEN THROUGH AIR SLOTS OR GRILLES, FLAT BLACK. 11. PROVIDE CEILING ACCESS FOR ALL DAMPERS. 12. HANDLE, STORE, AND INSTALL EQUIPMENT ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 13. DUCT AND DUCT HANGERS SHALL ADHERE TO SMACNA HVAC DUCT STANDARDS. DUCT AND PIPE HANGERS AND SUPPORTS IN UNCONDITIONED SPACE OR EXTERIOR TO BUILDING MUST BE GALVANIZED STEEL. 14. PROVIDE DUCT ACCESS PANELS FOR ALL DAMPER ACTUATORS AND MOTORS LOCATED INSIDE DUCT OR FAN HOUSINGS. 15. REFER TO STRUCTURAL DRAWINGS FOR FRAMING REQUIRED AROUND PIPES AND DUCTS PENETRATING ROOFS, WALLS, AND FLOOR. 16. PROVIDE ACCESS AND CLEARANCE FOR MAINTENANCE FOR MECHANICAL EQUIPMENT AND COMPONENTS AS RECOMMENDED BY EQUIPMENT MANUFACTURER AND APPLICABLE CODES 17. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATIONS OF DIFFUSERS, REGISTERS, GRILLES, AND ACCESS PANELS. 18. ALL DUCT DIMENSIONS AS SHOWN ON MECHANICAL DRAWINGS ARE CLEAR INSIDE DIMENSIONS. 19. COORDINATE EQUIPMENT PAD LOCATIONS AND SIZES WITH ACTUAL EQUIPMENT PROCURED. 20. COORDINATE WITH ELECTRICAL AND CONTROLS CONTRACTOR FOR POWER REQUIREMENTS TO ALL MECHANICAL EQUIPMENT PRIOR TO ORDERING ANY EQUIPMENT. 21. SQUARE ELBOWS IN DUCTWORK MUST HAVE TURNING VANES. 22. ALL DUCT AND PIPE TRANSITIONS, TURNS, AND OFFSETS ARE NOT SHOWN. PROVIDE THESE ITEMS AS REQUIRED FOR A COMPLETE SYSTEM. 23. OVERHEAD UTILITIES AND EQUIPMENT WEIGHING 31 LBS OR MORE MUST BE MOUNTED SO THAT THEY RESIST 0.5 TIMES THE COMPONENT WEIGHT IN ANY HORIZONTAL DIRECTION AND 1.5 TIMES COMPONENT WEIGHT IN THE DOWNWARD DIRECTION. THIS MUST BE ACCOMPLISHED BY EITHER RIGID OR FLEXIBLE SYSTEMS. REFER TO SPEC SECTION ON SEISMIC BRACING FOR REQUIREMENTS. 24. DUCTS SHALL BE INSULATED WITH DUCT WRAP PER SPECIFICATIONS AND THE ENERGY CODE. DESIGNED BY: D. WONG DRAWN BY: L. GOUDEAU CHECKED BY: M. PHILLIPS APPROVED BY: J. SACKINGER /mow o� wA ��',�t _{ 30676 �0�' ��GISTEgFO- Fv ESS1oN �ti Signed: 12-10-2024 GENERAL NOTES CONT'D: 25. HVAC TEMPERATURE SET POINTS, DEAD BANDS, AND SCHEDULES SHALL BE SET PER 2021 WASHINGTON STATE ENERGY CODE (IECC 2021 AMMENDED). 26. CONTRACTORS ARE FREE TO USE ANY PRODUCT WHICH MEETS THE GOVERNMENT'S MINIMUM REQUIREMENTS AND NOT IN CONFLICT WITH OTHER CONTRACT PROVISIONS. UNLESS INDICATED OTHERWISE ON THE PLANS OR SPECIFICATIONS (E.G. SOLE -SOURCE), ALL LISTED MANUFACTURERS ARE THE BASIS OF DESIGN. FOR THESE BASIS OF DESIGN PRODUCTS, OTHER MANUFACTURERS MAY BE SUBSTITUTED AS LONG AS THE STANDARD OF QUALITY AND CHARACTERISTICS OF THE SUBSTITUTED MANUFACTURER MEET OR EXCEED THE STANDARD OF QUALITY AND CHARACTERISTICS OF THE BASIS OF DESIGN. 27. REFER TO GEN-GZN006 AND GEN-GZN007 FOR ADDITIONAL SYMBOLS AND LEGENDS. 28. FOR MINIMUM OUTSIDE AIR AND EXHAUST REQUIREMENTS SEE VENTILATION SCHEDULE (BASED ON RATES FROM 2021 WASHINGTON STATE MECHANICAL CODE). .;acobs SUBMITTED BY: R. PARGAS 4STmRIDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH KEY NOTES: O ACCESS HATCH ALLOWS FOR ADJUSTMENT OF EG-2 AND FOR GENERAL INSPECTION OF OPEN AREA ABOVE COMFORT STATIONS. OPEN AREA OVER COMFORT STATIONS IS ALSO OPEN TO JANITORS AND LACATION ROOMS. O FIELD ROUTE INTO ARCHITECTURAL HORIZONTAL DUCT CHASE OR SOFFIT TO CROSSOVER TO SECURITY OFFICE. O FIELD ROUTE THE SUPPLY AIR DOWN AND OVER THE DOOR. Q w _j fir= cn� W J J z SOUNDTRANSIT DATE: 12/10/2024 SCALE: NTS FILENAME: S1-BT120-MH-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 MECHANICAL-HVAC CONSTRUCTION, GENERAL AND KEY NOTES CORE FACILITY R-4332431 DEVELOPMENT ENGINEERING msippo 11 /25/2025 Ul DRAWING NO.: BT120-M H N 002 FACILITY ID: BT105 SHEET No: REV: 509 0 N co co O W 0 N O N 2 O N H m V) U LU C� H I V) Z Q ry H I c) d c/)I D m 0 I 0 co 00 LO co a �I �Q N a U1 L N o co rn N :E iO m 2.1 2.2 2.3 2.4 I I I I I � I � I I O i i I �r� � � � � F Ej] BT120-THRM-02 TO ACU-02 I T T ELECTRICAL BT120L1209 I r I TO ACU-0 I � I I � I I I I I STORAGE 1 BT120L1210 TO ACU-03 - TO_ACU-04 I � I 0 I OI I BT120-THRM-01 T I C. TELECOM BT120L1208 2.5 ACCESS HATCH 8x12 BT120-ACU-16 C BT120-THRM-16 L j' T OPERATOR TO ACU-05 RESTROOM i BT120L1207 I, C BT 120-THRM-04 I BT 120-THRM-05 BT120-THRM-03 GENERAL NOTES: KEY NOTES: 1. FOR DUCTING SEE DETAIL 1, 3, AND 4 ON DWG NOT USED BT120-MHD001. 2. FOR HPMPs AND INTERLOCKED ACUs SEE O NOT USED DETAIL 5 ON DWG BT120-MHDO01 OACCESS HATCH ALLOWS FOR ADJUSTMENT OF 3. THERMOSTATS SHALL BE MOUNTED PER ADA EG-2 AND FOR GENERAL INSPECTION OF OPEN REQUIREMENTS, NO HIGHER THAN 48". AREA ABOVE COMFORT STATIONS. OPEN AREA OVER COMFORT STATIONS IS ALSO OPEN TO JANITORS AND LACATION ROOMS. 2.6 2.7 2.8 2.9 2.10 2.11 BT120-ACU-36 I BT120-ACU-26 BT120-ACU-46 O 01 OPERATOR T 1 OPERATOR OPERATOR T RESTROOM RESTROOM RESTROOM BT120L1206 BT120L1205 BT120L1204 I DI OJ�QD _LiD m -� BT120-THRM-3 BT120-THRM-2 BT120-ACU-56 LACTATION ROOM BT120L1202 JANITOR BT120L1203 O SEC STORAGE IT12OL1201 � CBT120-THRM-56 BT120-THRM-11 BT120-HTR-01 BT120-THRM-46 ■I BT120-THRM-12 0 I� I TO ACU- 7 ,O T SECURITY BLDG BT120L120( BT120-THRM-07 C D ) PLATFORM 0 �illl 1� 20C nlui ului CORE C 8 4 0 8 FACILITY KEY PLAN SCALE IN FEET DEVELOPMENT ENGINEERING � � msippo 11 /25/2025 R-4332432]_ DESIGNED Y D WONG Y C w 3/16 � 1-0" STRIDE BUS RAPID TRANSIT DRAWING NO.: �wasyf.rf Q Q BT120-MHP221 DRAWN BY: �w ��, 7 U FILENAME: SOUTH RENTON TRANSIT CENTER L. GOUDEAU ��w J S1-BT120-MH-v2020 BT105 FACILITY ID: Saco s Z) CHECKED BY: / .0 30676 BRT General Engineering Consultant J U- SOUNDTRANSIT CONTRACT No.: MECHANICAL-HVAC BT120 1 06/13/2025 DOS MP JHS ADDENDUM #1 M. PHILLIPS ISTERRTA/CN 0205-24 SHEET No: REV: 0 12/10/2024 DW MP JHS ISSUED FOR BID APPROVED BY: �ss1�NAL�1 SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: FLOOR PLAN BELOW 8' AFF Signed: 12-10-2024112/10/2024CORE FACILITY 510 1 No. DATE DSN CHK APP REVISION J. SACKINGER R. PARGAS J. ALTCHECH 12/10/2024 12/10/2024 N co co O W 0 N O N 2 O N H m U LU C� I H Z Q ry H 0I d ry C/)I D m of 0 co 00 LO a �I N M U) L N O o co rn N iO m 2.1 0 2.2 2CC ELECTRICAL BT120L1209 J BT120-ACU-01 6"x6" SG-1 2.3 I BT120-ACU-02 ----------- 6"x6" OA 6"x6" SG-1 (100 OA)—/ 2.4 6"x6" SG-1 (100 OA) 2.5 BT120-HPMP-02 BT120-HPMP-01 2.6 BT120-HPMP- 44 BT120-HPMP-03 I II�I<—I 11 .,-,; a� 8"Qs OA 8"0 OA TELECOM BOD 11'-2" BT120L1208 I II BT120-ACU-04 BT120-ACU-05 �--' OPERATOR BT120-ACU-03 RESTROOMI OPERATOR RESTROOM OPERATOR RESTROOM BT120L1205 GENERAL NOTES: 1. FOR DUCTING SEE DETAIL 1, 3, AND 4 ON DWG BT120-MHD001. 2. FOR HPMPs AND INTERLOCKED ACUs SEE DETAIL 5 ON DWG BT120-MHDO01 2.7 BT120-HPMP-05 — 10"0 EA J + —BOA 9'-7" I 12"0 OA -6"x6" SG-1 8"x8" EA (25 OA) 8"0 OA q111 TYP 4 BOD 11'-2" 6"x6" SG-1 -A -11 (50 OA) II 6" 0 OA TYP 3 1 OPERATOR RESTROOM JANITOR BT120L1204 BT120L1203 KEY NOTES: 10 NOT USED NOT USED ;i > FIELD ROUTE DUCT INTO ARCHITECTUAL HORIZONTAL DUCT CHASE OR SOFFIT TO CROSSOVER TO SECURITY OFFICE FIELD ROUTE THE SUPPLY AIR DOWN AND OVER THE DOOR. 2.8 12"x12" EA HIGH 12"x12" OA LOW BT120-HPMP-06 BT120-ERU-01 I LVR-01 12"x12" EA LOW _ BOD 10"-10" 12"x12" OA HIGH BT120-ACU-56 6"x6" 13-2 (50 EA) 2) �6" 0 OA BOD 11 "-6" ----" 8"'EG-1 �tlx611 EA) SG-2 CONSTRUCTION NOTES: 10 IN ADDITON TO THE OBD AT THE GRILLE. INSTALL A MANUAL BALANCING DAMPER ON EACH SUPPLY BRANCH TO LACTATION, TO SECURITY STORAGE AND SECURITY OFFICE. 20 INSTALL A MANUAL BALANCING DAMPER ON EXHAUST BRANCH FROM LACTATION. THIS IS IN ADDITION TO THE OBD AT THE GRILLE. 2.9 2.10 2.11 BT120-HPMP-07I BT120-HTR-02 BT120-ACU-07 -6"0 OA BOD 13'-2" (�5 OA) 6"x6" SG-1 (25 OA) 12"x12" OA �� 4"0 OA BOD 12 -7 \� LVR-02 LACTATION SEC ROOM STORAGE BT120-HTR-01 BT120L1202LdBT120L120]1 6 "x6" SG-2 (75 OA) I SE I BT1 C C D� PLATFORM E 1 F H CORE 8 4 0 8 FACILITY GEN =� KEY PLAN DEVELOPMENT ENGINEERING SCALE IN FEET msippo 11 /25/2025%ji R-4332433 D. DESIGNED WONG Y. SCAY C wmwr3/ LE: 1'-0" STRIDE BUS RAPID TRANSIT DRAWING NO.: 1 WAS,- .r f Q Q BT120-M H P222 DRAWN BY: �w ��, 7 U FILENAME: SOUTH RENTON TRANSIT CENTER L. GOUDEAU �C* w J S1-BT120-MH-v2020 BT105 FACILITY ID: Jacobs Z) CHECKED BY: / .0 30676 BRT General Engineering Consultant J '- SOUNDTRANSIT CONTRACT No.: MECHANICAL-HVAC BT120 1 06/13/2025 DOS MP JHS ADDENDUM #1 M. PHILLIPS ISTERRTA/CN 0205-24 SHEET No: REV: 0 12/10/2024 DW MP JHS ISSUED FOR BID APPROVED BY: �ss10NALG1 SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: FLOOR PLAN - ABOVE 8' AFF Signed: 12-10-2024 CORE FACILITY 511 1 No. DATE DSN CHK APP REVISION J. SACKINGER R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 N cM (') LU 0 N 0 75 6 N H m V1 U w c� I z Q ry o' a ry C/)' D m 0 I 0 co 00 LO a o N QI N N M cn N O O m LVR-02 OUTSIDE AIR LOUVER INSULATED DUCTWORK LVR-01 EXHAUST AIR LOUVER COORDINATE WITH PLUMBING CONDENSATE DRIPS INTO HUB DRAIN OR APPROVED LOCATION, TYPICAL BT120-THRM-11 BT120-THRM-12 FRONT VIEW OF A HEATER BT120-HTR-01 BT120-HTR-02 UNIT MOUNTED T- STAT. EXPECT SHIPPED LOOSE SURFACE MOUNTED BOTTOM, 7 FT AFF EXTERIOR WALL FINISHED FLOOR SIDE VIEW OF A HEATER ELECTRIC HEATERS SCALE: NTS 0 12/10/2024 DW MP JHS ISSUED FOR BID No. DATE DSN CHK APP REVISION BT120-ERU-01 BT120-ACU-16 INDOOR UNIT O FBT120-THRM-161 FILTER TYP 2 WALL MOUNTED UNIT CORE FACILITY AIRFLOW DIAGRAM 1 SCALE: NTS BT120-ACU-26 INDOOR UNIT 0 FBT120-THRM-26:]) TYPICAL BRANCH REFRIGERANT LINES GAS = 3/8 INCH LIQUID = 1/4 INCH DESIGNED BY: D. WONG DRAWN BY: L. GOUDEAU CHECKED BY: M. PHILLIPS APPROVED BY: J. SACKINGER Y � 30676 01ST'v &ZONAL yC Signed: 12-10-2024 BT120-ACU-36 INDOOR UNIT 0 FBT120-THRM-361 EG EG EG EG EG EG 1 � U m z � ° cn cn cn cn � O Q cn U H Q z Q O O O O O U LU U J cn W W W W J W w J O H t a_ O a_ O w O a O H W cn t SG SG 1 SG 1 SG t SG T SG t SG t SG T SG T SG SG T T T T T T T T T T T BT120-ACU-46 INDOOR UNIT 0 BT120-THRM-46 SEE PLAN SHEET FOR GRID TAGGING AND CFM BT120-ACU-56 INDOOR UNIT 0 BT120-THRM-56 3 PORT BRANCH UNIT WITH POWER 3 PORT BRANCH UNIT WITH POWER %� SEE EQUIPMENT SCHEDULE SEE EQUIPMENT SCHEDULE cn � C REFNET JOINT z J � Q � Z O 2O �0 oz z— Q J Q MAIN REFRIGERANT LINES GAS Uj O = 3/4 INCH LIQUID = 3/8 INCH POWER a OUTDOOR UNIT BT120-HPMP-06 5 ZONE HEAT PUMP CORE FACILITY SCHEMATIC SCALE: NTS .;acobs SUBMITTED BY: R. PARGAS 3 COORDINATE WITH PLUMBIN CONDENSATE DRIPS INTO HI OR APPROVED LOCATION, T` SCALE: Q w 11r= NTS U FILENAME: 45TJ?IDE w J S1-BT120-MH-v2020 BRT General Engineering Consultant z " SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: REVIEWED BY: DATE: SUBMITTAL DATE: 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 POWER w J 0 w u) w c/)N (n W w H w >_a U)0� �O J a- U) w w (5 SETS SEE PLAN SHEET FOR TAGGING) SINGLE ZONE SPLIT SCHEMATIC 4 SCALE: NTS I DEVELOPMENT ENGINEERING msippo 11 /25/2025 R-4332434 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 MECHANICAL-HVAC SCHEMATIC, DIAGRAMS CORE FACILITY DRAWING NO.: BT120-MHS001 FACILITY ID: BT105 SHEET No: REV: 512 0 N co co W 0 N O 75 2 O N H m V1 U w C� H I V) Z Q ry H I 0 d ry I D m O I O co 00 LO � I M Q CO N U) NO O o cy) N m SPLIT SYSTEMS SCHEDULE BASIS OF DESIGN DESIGN PERIMETERS INDOOR EVAPORATOR EQUIPMENT TAG OUTDOOR CONDENSER EQUIPMENT TAG DESCRIPTION MANUFACTURER INDOOR MODEL OUTDOOR MODEL LOCATION SERVING RATED CLG. (MBH) . RATED HTG (MBH) CLG EAT AHRI CLG OSA AHRI SEER EER HSPF / [COP] HTG. EAT (°F) T-STAY TAG WIRED CONTROL DB (°F) WB (°F) DB (°F) WB (°F) BT105-ACU-01 BT105-HPMP-01 SPLIT SYSTEM HEAT PUMP DAIKIN FTXF12AXVJU RXF12AXVJU STORAGE 1 12.0 13.5 80 67 95 75 21.0 12.5 10.2 70 BT105-THRM-01 BT105-ACU-02 BT105-HPMP-02 SPLIT SYSTEM HEAT PUMP DAIKIN FTXF24AXVJU RXF24AXVJU ELECTRICAL ROOM 22.4 23.6 80 67 95 75 21.0 12 9.1 70 BT105-THRM-02 BT105-ACU-03 BT105-HPMP-03 SPLIT SYSTEM HEAT PUMP DAIKIN FTXF24AXVJU RXF24AXVJU ELECTRICAL ROOM 22.4 23.6 80 67 95 75 21.0 12 9.1 70 BT105-THRM-03 BT105-ACU-04 BT105-HPMP-04 SPLIT SYSTEM HEAT PUMP DAIKIN FTXF24AXVJU RXF24AXVJU TELECOM 22.4 23.6 80 67 95 75 21.0 12 9.1 70 BT105-THRM-04 BT105-ACU-05 BT105-HPMP-05 SPLIT SYSTEM HEAT PUMP DAIKIN FTXF24AXVJU RXF24AXVJU TELECOM 24.0 24.0 80 67 95 75 21.0 12 9.1 70 BT105-THRM-05 BT105-ACU-16 BT105-HPMP-06 MULTI ZONE HEAT PUMP DAIKIN CTXS07WVJU9 5MXS48WVJU9 OPERATOR RESTROOM 07 7.0 7.0 80 67 95 75 20.6 10.5 9.3 70 BT105-THRM-16 BT105-ACU-26 MULTI ZONE HEAT PUMP DAIKIN CTXS07WVJU9 OPERATOR RESTROOM 06 7.0 7.0 80 67 95 75 BT105-THRM-26 BT105-ACU-36 MULTI ZONE HEAT PUMP DAIKIN CTXS07WVJU9 OPERATOR RESTROOM 05 7.0 7.0 80 67 95 75 BT105-THRM-36 BT105-ACU-46 MULTI ZONE HEAT PUMP DAIKIN CTXS07WVJU9 OPERATOR RESTROOM 04 7.0 7.0 80 67 95 75 BT105-THRM-46 BT105-ACU-56 MULTI ZONE HEAT PUMP DAIKIN CTXS07WVJU9 LACTATION ROOM 7.0 7.0 80 67 95 75 BT105-THRM-56 BT105-ACU-07 BT105-HPMP-07 SPLIT SYSTEM HEAT PUMP DAIKIN FFQ18W2VJU9 RX18WMVJU9 SECURITY OFFICE 17.4 21.6 80 67 95 75 18.2 11.5 [3.0] 70 BT105-THRM-05 SPLIT SYSTEMS SCHEDULE (CONTINUATION) OUTDOOR CONDENSER UNIT REFRIGERANT INDOOR OUTDOOR DIMENSIONS ELECTRICAL DIMENSIONS EVAPORATOR CONDENSER COOLING WEIGHT DRAIN PIPE WEIGHT REFRIG. GAS PIPE LIQUID PIPE REMARKS EQUIPMENT TAG EQUIPMENT TAG AIFLOW WIDTH DEPTH HEIGHT (LBS) (INCHES) VOLT PHASE HZ MCA MOCP W D H (LBS) TYPE (INCHES) (INCHES) (INCHES) (INCHES) (INCHES) (AMPS) (AMPS) (INCHES) (INCHES) (INCHES) (CFM) BT105-ACU-01 BT105-HPMP-01 473 31 9 12 21 5/8 208 1 60 9.36 15 27 13 22 60 R32 3/8 1/4 1, 2, 3, 4, 5, 6, 12, 13 BT105-ACU-02 BT105-HPMP-02 754 40 11 12 31 5/8 208 1 60 16.34 20 37 16 28 105 R32 5/8 1/4 1, 2, 3, 4, 5, 6, 12, 13 BT105-ACU-03 BT105-HPMP-03 754 40 11 12 31 5/8 208 1 60 16.34 20 37 16 28 105 R32 5/8 1/4 1, 2, 3, 4, 5, 6, 12, 13 BT105-ACU-04 BT105-HPMP-04 754 40 11 12 31 5/8 208 1 60 16.34 20 37 16 28 105 R32 5/8 1/4 1, 2, 3, 4, 5, 6, 12, 13 BT105-ACU-05 BT105-HPMP-05 754 40 11 12 31 5/8 208 1 60 16.34 20 37 16 28 105 R32 5/8 1/4 1, 2, 3, 4, 5, 6, 12, 13 BT105-ACU-16 BT105-HPMP-06 332 32 9 12 20 5/8 208 1 1 60 30.8 35 44 19 14 35 29 220 R32 3/8 1/4 ALL BT105-ACU-26 332 32 9 12 20 5/8 3/8 1/4 ALL BT105-ACU-36 332 32 9 12 20 5/8 3/8 3/8 1/4 1/4 ALL BT105-ACU-46 332 32 9 12 20 5/8 ALL BT105-ACU-56 332 32 9 24 12 20 40 5/8 1 3/8 1/2 1/4 1/4 ALL ALL BT105-ACU-07 BT105-HPMP-07 448 24 11 208 60 11 15 37 100 R32 REMARKS 1 STANDARD FILTERS FROM MFG. 7 MULTI ZONE UNIT SERVES 5 ZONES. THE MODEL 5MXS48WVJU9 RATED COOLING AND HEATING CAPACITIES 12 HEATING BASED ON 17F AMBIENT OSA. WSEC MIN. 8.2 HSPF. AHRI 210/240. 2 PIPE CONDENSATE TO APPROVED LOCATION. ARE 47 MBH AND 48.5 MBH RESPECTIVELY. 13 GAS AND LIQUID SIZING DEPENDENT ON MANUFACTURER. CONTRACTOR TO CONFIRM 3 THERMOSTAT LOCAL CONTROL, UNIT FROM MFG. 8 MULTI ZONE OUTDOOR UNIT REFRIGERANT PIPE, 3/8 LIQUID & 3/4 GAS. WITH FINAL MANUFACTURER. 4 DISCONNECT AT CONDENSER BY ELECTRICAL CONTRACTOR. 9 NOT USED. 5 OUTDOOR UNIT POWERS INDOOR UNIT. 10 Y-JOINT(S) REFRIGERANT LINES. 6 POWER FROM OUTDOOR TO INDOOR UNIT BY ELECTRICAL CONTRACTOR. 11 CONDENSATE PUMP ASSUMED NEEDED. DACA-CP1-1. 0 12/10/20241 DW I MP No. DATE I DSN I CHK JHS ISSUED FOR BID APP REVISION DESIGNED BY: D. WONG DRAWN BY: L. GOUDEAU CHECKED BY: M. PHILLIPS APPROVED BY: J. SACKINGER Y WA,S�l��.�f'� 7 pacobs 1 30676 ���' ��'CISTERF� 1 AL� SUBMITTED BY: Signed: 12-10-2024 R. PARGAS 4STmRIDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH QUj J Q U) W J J SOUNDTRANSIT DATE: 12/10/2024 SCALE: NTS FILENAME: S1-BT120-MH-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 MECHANICAL-HVAC SCHEDULE CORE FACILITY R-4332435 DEVELOPMENT ENGINEERING msippo 11 /25/2025 U1 DRAWING NO.: BT120-MHS002 FACILITY ID: BT105 SHEET No: REV: 513 0 N co co W 0 N O N 2 75 6 N H m W U W C� �I W Z Q ry H I 0 d ry I W D m 0 I (D co 00 LO 00 0 ao I LO M ti U) NO O o m N m AIR TO AIR ENERGY RECOVERY UNIT SCHEDULE EXTERNAL SP FILTERS UNIT DIMENSIONS SUMMER CONDITIONS WINTER CONDITIONS TOTAL EQUIP TAG MFR MODEL SERVICE OUTDOOR AIR INDOOR AIR MOTOR VOLTAGE MCP (AMPS) MOCP (AMPS) OPERATING WEIGHT REMARKS SUPPLY FAN EXHAUST FAN SUPPLY EXHAUST WIDTH HEIGHT DEPTH OAT REA EAT SOA LAT OAT DB REA EAT DB SOA LAT DB DB WB DB WB DB WB (IN WG) (IN WG) MERV (IN) (IN) (IN) (OF) (OF) (OF) (OF) (OF) (OF) (OF) (OF) (OF) (LBS) BT120-ERU-01 RENEWAIRE HE10IN CORE BUILDING 575 600 2 1.8 13 44 50 24 95 75 80 67 83 67 24 70 57 120 14.6 20 385 1, 2, 3, 4 REMARKS: ABBREVIATIONS: 1. ADVANCED VARIBLE SPEED/ ECM - DIRECT DRIVE MOTOR 3. FACTORY FUSED DISCONNECT. SOA - SUPPLY OUTSIDE AIR (PUSHED) OAT - OUTSIDE AIR TEMPERATURE 2. TYPE: STATIC PLATE, HEAT AND HUMIDITY TRANSFER 4. ORDER WITH DOUBLE WALL CONSTRUCTION. PAINTED WHITE. REA - RETURN EXHAUST AIR (PULLED) LOUVERS SCHEDULE MIN. FREE FREE AREA EXT. S.P. MATERIAL SIZE BLADES EQUIPMENT TAG LOCATION SYSTEM/SERVING MANUFACTURER MODEL CFM AREA VELOCITY (IN. WG) TYPE (SQ INCHES) TYPE REMARKS (SQ FTG) (FPM) LVR-01 CORE FACILITY EXHAUST AIR RUSKIN ELF375 DXH 600 1.19 310 0.05 AL 20x20 - 1, 2, 3 LVR-02 CORE FACILITY OUTSIDE AIR RUSKIN ELF375 DXH 575 1.15 310 0.05 AL 20x20 - 1, 2, 3 REMARKS 1 DRAINABLE LOUVER. INSTALL AS HIGH AS PRACTICAL OVER JANITORS DOOR. 2 NO GRAVITY DAMPERS SINCE ENERGY RECOVERY UNITS FANS RUN CONTINUOUSLY. 3 FACTORY MERV 13 FILTERS OR EQUAL. ELECTRIC HEATER SCHEDULE DIMENSIONS TOTAL ELECTRIC EQUIPMENT TAG LOCATION TYPE ARRANGEMENT W X H X D OPERATING WT REMARKS (INCHES) (LBS) WATTS AMPS V / PH / HZ BT120-HTR-01 JANITOR ROOM 210 1.8 120 / 1 / 60 WALL SURFACE 24 x 4 x 4 6 6 1, 2, 3, 4 1, 2, 3, 4 BT120-HTR-02 SECURITY STORAGE 210 1.8 120 / 1 / 60 WALL SURFACE 24 x 4 x 4 REMARKS 1. BASIS OF DESIGN: KING KCV-1202 3. USED FOR FREEZE PROTECTION. 2. SET THRM TO TURN UNIT ON AT 40 F. 4. MFG LINE VOLTAGE THRMOSTAT. 2021 WASHINGTON MECHANICAL CODE VENTILATION COMPLIANCE SCHEDULE LOCATION ROOM ROOM AREA PEOPLE CFM OSA REQUIRED CFM OSA SUPPLIED CFM EA REQUIRED CFM EA EXHAUSTED REMARKS CORE FACILITY SECURITY OFFICE 345 SF 3 40 75 0 0 1 CORE FACILITY SEC STORAGE 100 SF 0 0 25 0 0 1 CORE FACILITY LACTATION 135 SF 1 15 75 0 50 1 CORE FACILITY JANITOR 140 SF 0 0 50 140 150 1 CORE FACILITY OPERATOR RESTROOM 07 100 SF 1 15 25 100 100 1,4 CORE FACILITY OPERATOR RESTROOM 06 100 SF 1 15 25 100 100 1,4 CORE FACILITY OPERATOR RESTROOM 05 100 SF 1 15 25 100 100 1,4 CORE FACILITY OPERATOR RESTROOM 04 100 SF 1 15 25 100 100 1,4 CORE FACILTIY ELECTRICAL ROOM 390 SF 0 0 100 0 0 CORE FACILITY TELECOM AREA 445 SF 0 0 100 0 0 CORE FACILITY STORAGE AREA 1 500 SF 0 0 50 0 0 3 REMARKS: 1. BASED OFF 2021 WASHINGTON MECHANICAL CODE TABLE 403.3.1.1 2. NOT USED. 3. NO AIR REQUESTED OR REQUIRED. NORMALLY UNOCCUPIED SPACE. 4. PRIVATE USE, SINGLE PERSON OCCUPANCY. THERMOSTATS SCHEDULE EQUIPMENT TAG LOCATION EQUIPMENT CONTROLLED MANUFACTURER MODEL TYPE ARRANGEMENT REMARKS BT105-THRM-01 STORAGE 1 BT105-ACU-01 DAIKIN DTST-TOU-ADA-A WALL SURFACE 1, 2, 3 BT105-THRM-02 ELECTRICAL ROOM BT105-ACU-02 DAIKIN DTST-TOU-ADA-A WALL SURFACE 1,2 BT105-THRM-03 ELECTRICAL ROOM BT105-ACU-03 DAIKIN DTST-TOU-ADA-A WALL SURFACE 1,2 BT105-THRM-04 TELECOM BT105-ACU-04 DAIKIN DTST-TOU-ADA-A WALL SURFACE 1,2 BT105-THRM-05 TELECOM BT105-ACU-05 DAIKIN DTST-TOU-ADA-A WALL SURFACE 1,2 BT105-THRM-16 OPERATOR RESTROOM 07 BT105-ACU-16 DAIKIN DTST-ONE-ADA-A WALL SURFACE 1,2 BT105-THRM-26 OPERATOR RESTROOM 06 BT105-ACU-26 DAIKIN DTST-ONE-ADA-A WALL SURFACE 1,2 BT105-THRM-36 OPERATOR RESTROOM 05 BT105-ACU-36 DAIKIN DTST-ONE-ADA-A WALL SURFACE 1,2 BT105-THRM-46 OPERATOR RESTROOM 04 BT105-ACU-46 DAIKIN DTST-ONE-ADA-A WALL SURFACE 1,2 BT105-THRM-56 LACTATION ROOM BT105-ACU-56 DAIKIN DTST-ONE-ADA-A WALL SURFACE 1,2 BT105-THRM-07 SECURITY OFFICE BT105-ACU-07 DAIKIN BRC1E73 WALL SURFACE 1,2 BT105-THRM-11 JANITOR ROOM BT105-HTR-01 KING KCVT-1L-W HTR UNIT ACCESSORY 3,4 BT105-THRM-12 SECURITY STORAGE BT105-HTR-02 KING KCVT-1L-W HTR UNIT ACCESSORY 3,4 REMARKS 1. FROM HEAT PUMP MFG. 4. HTR MFG SINGLE POLE THRMOSTAT KIT. 2. HEATING AND COOLING RANGE BY CLIENT. 3. USED FOR FREEZE PROTECTION. 0 12/10/20241 DW I MP No. DATE I DSN I CHK JHS ISSUED FOR BID APP REVISION DESIGNED BY: D. WONG DRAWN BY: L. GOUDEAU CHECKED BY: M. PHILLIPS APPROVED BY: J. SACKINGER Y WA,S�l��.�f'� 7 pacobs A 30676 AL� SUBMITTED BY: Signed: 12-10-2024 R. PARGAS 4STmRIDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH GRILLES AND DIFFUSERS TAG SG-1 SG-2 EG-1 EG-2 BRAND TITUS TITUS TITUS TITUS MODEL 271 FS 271 FS 350ZFL 350ZFL MATERIAL ALUMINUM ALUMINUM ALUMINUM ALUMINUM DAMPER OBD OBD AG-15 OBD AG-15 OBD FASTENING EXTERNAL EXTERNAL EXTERNAL EXTERNAL MAX. PD AT CFM 0.1 0.1 0.1 0.1 MAX. NC AT CFM REMARKS 32 32 32 32 A, C A, B, A, C A, B REMARKS A. IF MOUNTED ON WALL THEN BLADES PARALLEL TO FLOOR. B. DUCT MOUNTED, COLOR WHITE. C. SURFACE MOUNTED, COLOR WHITE. QUj J Q �co W J Z J SOUNDTRANSIT DATE: 12/10/2024 SCALE: NTS FILENAME: S1-BT120-MH-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 MECHANICAL-HVAC SCHEDULES R-4332436 DEVELOPMENT ENGINEERING msippo 11 /25/2025 01 DRAWING NO.: BT120-MHS003 FACILITY ID: BT105 SHEET No: REV: 514 0 N C'7 C'7 0 LU 0 N 0 75 2 O N H m V1 U w C� H I V) Z Q ry H I c) d ry I D m 0 I 0 co 00 LO d 0 M I N >Q M U) 0 0 o cy) N m BMS POINTS LIST SYSTEM EQUIPMENT TYPE EQUIPMENT ID SERVING AREA PLC INPUT / OUTPUT DESCRIPTION POINT TYPE PLC TAG BMS NOTES INDICATE/ ALARM CONTROL OUT PUT HVAC HEAT PUMP BT120-ACU-01 ROOM TEMPERATURE SENSOR ANALOG INPUT X TEMPERATURE MONITOR ROOM, DOES INTERFACE WITH EQUIPMENT HVAC HEAT PUMP BT120-ACU-02, 03 ROOM TEMPERATURE SENSOR ANALOG INPUT X TEMPERATURE MONITOR ROOM, DOES INTERFACE WITH EQUIPMENT HVAC HEAT PUMP BT120-ACU-04, 05 ROOM TEMPERATURE SENSOR ANALOG INPUT X TEMPERATURE MONITOR ROOM, DOES INTERFACE WITH EQUIPMENT HVAC HEAT PUMP BT120-ACU-16 ROOM TEMPERATURE SENSOR ANALOG INPUT X TEMPERATURE MONITOR ROOM, DOES INTERFACE WITH EQUIPMENT HVAC HEAT PUMP BT120-ACU-26 ROOM TEMPERATURE SENSOR ANALOG INPUT X TEMPERATURE MONITOR ROOM, DOES INTERFACE WITH EQUIPMENT HVAC HEAT PUMP BT120-ACU-36 ROOM TEMPERATURE SENSOR ANALOG INPUT X TEMPERATURE MONITOR ROOM, DOES INTERFACE WITH EQUIPMENT HVAC HEAT PUMP BT120-ACU-46 ROOM TEMPERATURE SENSOR ANALOG INPUT X TEMPERATURE MONITOR ROOM, DOES INTERFACE WITH EQUIPMENT HVAC HEAT PUMP BT120-ACU-56 ROOM TEMPERATURE SENSOR ANALOG INPUT X TEMPERATURE MONITOR ROOM, DOES INTERFACE WITH EQUIPMENT HVAC HEAT PUMP BT120-ACU-07 ROOM TEMPERATURE SENSOR ANALOG INPUT X TEMPERATURE MONITOR ROOM, DOES INTERFACE WITH EQUIPMENT HVAC HEATER BT120-HTR-01 ROOM TEMPERATURE SENSOR ANALOG INPUT X TEMPERATURE MONITOR ROOM, DOES INTERFACE WITH EQUIPMENT HVAC HEATER BT120-HTR-02 ROOM TEMPERATURE SENSOR ANALOG INPUT X TEMPERATURE MONITOR ROOM, DOES INTERFACE WITH EQUIPMENT HVAC VENTILATOR BT120-ERU-01 DIRTY FILTER LOADING ALARM ANALOG INPUT X ALARMS WHEN ONBOARD BMS CARD INDICATES DIRTY FILTER HVAC VENTILATOR BT120-ERU-01 FAN PROVING ALARM DIGITAL INPUT X ALARMS WHEN ONBOARD BMS CARD INDICATES FANS DID NOT PROVE HVAC VENTILATOR BT120-ERU-01 MONITOR AIRFLOW RANGE DIGITAL INPUT X ALARMS WHEN ONBOARD BMS CARD INDICATES AIRFLOW OUT OF RANGE ELECTRICAL UTILITY MONITOR VOLTAGE AND FREQUENCY ANALOG INPUT X ALARMS IF VOLTAGE OR FREQUENCY IS OUT OF RANGE ELECTRICAL GENERATOR MONITOR VOLTAGE AND FREQUENCY ANALOG INPUT X ALARMS IF VOLTAGE OR FREQUENCY IS OUT OF RANGE ELECTRICAL GENERATOR COMMON WARNING ITEMS DIGITAL INPUT X ALARMS IF COMMON WARNINGS ARE INDICATED ELECTRICAL GENERATOR COMMON SHUTDOWN ITEMS DIGITAL INPUT X ALARMS IF UNWANTED SHUTDOWN OCCURS LIGHTING ELECTRICAL ROOM LIGHTING CONTROL PANEL TBD X MONITOR LIGHTING CONTROL PANEL LIGHTING BUS BAY LIGHTING CONTROL PANEL TBD X MONITOR LIGHTING CONTROL PANEL LIGHTING CHARGING YARD LIGHTING CONTROL PANEL TBD X MONITOR LIGHTING CONTROL PANEL GENERAL NOTES: 1. SEE DWG BT120-MHS005 - MHS007 AND MHS010 COMMUNICATION SET FOR BMS CONTROLLER DETAILS, CABLES AND TAGS LOCATION. 2. SEE THE CONTROLS NETWORK DIAGRAM BT120-MHS006 FOR SENSOR AND DEVICE CONNECTIONS. ADD POINTS OR DEVICES AS REQUIRED FOR A COMPLETE SYSTEM. 0 1 12/10/2024 I DW I MP I JHS I ISSUED FOR BID No. I DATE I DSN I CHK I APP I REVISION DESIGNED BY: D. WONG DRAWN BY: L. GOUDEAU CHECKED BY: M. PHILLIPS APPROVED BY: J. SACKINGER /mow o� wA ��',�t 30676 �0�' ��GISTEgFO- Fv ESS1oN Signed: 12-10-2024 .;acobs SUBMITTED BY: R. PARGAS 4STmRIDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH Q w Q cn � W J J z SOUNDTRANSIT DATE: 12/10/2024 SCALE: NTS FILENAME: S1-BT120-MH-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 MECHANICAL-HVAC BMS POINTS LIST CORE FACILITY R-4332437 DEVELOPMENT ENGINEERING msippo 11 /25/2025 Ul DRAWING NO.: BT120-MHS005 FACILITY ID: BT105 SHEET No: REV: 515 0 N C'7 C'7 0 W 0 N O N 75 N m U LU c� I z ry I c) d ry I D m 0 I 0 co 00 LO Q co o r) co QI L� U) 0 0 o cy) N m 0 12/10/2024 DW MP No. DATE DSN CHK BACNET MS/TP BACNET IP DATA CONNECTION TO BUILDING IT NETWORK - - KN TO DIV 25 SPEC I ATS BT120-ATS-01 LOCATED IN TELECOM ROOM BT120L120E BT105-BMS- 120VAC BY DIV. 26 CAT-6 F - -I F I -1 F I � ACU ACU ACU ACU ACU ACU ACU ACU ACU ACU ERU ACU BT105-ACU-01 BT105-ACU-02 BT105-ACU-03 BT105-ACU-04 BT105-ACU-05 BT105-ACU-16 BT105-ACU-26 BT105-ACU-36 BT105-ACU-46 BT105-ACU-56 BT105-ERU-01 BT105-ACU-07 HVAC SYSTEM MONITORING (NOTE 9) I F --71 i LCP LCP LCP I I BT105-LCP-01 BT105-LCP-02 BT105-LCP-03 I I LIGHTING CONTROLLERS (NOTE 11) J I MODBUS RTU' - __1 F_ ) ) GEN PQM BT105-GEN-01 BT105-SWGR-01 ELECTRICAL EQUIPMENT (NOTE 10) IP CONNECTION TO BUILDING IT - NETWORK. ( BY DIV. 27. EUPS BT105-UPS-01 ELECTRICAL EQUIPMENT, NOTE 10 LEVEL 1 JHS ISSUED FORBID APP REVISION �-1 F� ACU ACU ACU ACU ACU BT105-ACU-16 BT105-ACU-26 BT105-ACU-36 BT105-ACU-46 BT105-ACU-56 SPLIT SYSTEM CONTROLS (NOTE 9) MULTIZONE SPLIT SYSTEM INTERCONNECTS, COORDINATE WIRING REQUIREMENTS WITH MANUFACTURER. CU fff7P-n AIR COOLED CONDENSING UNITS (NOTE 9) CAT-6 IP CONNECTION TO BUILDING IT NETWORK. HMI BY DIV. 27. MULTIZONE SPLIT SYSTEM MASTER CONTROLLER NOTES: 1. ONLY A REPRESENTATIVE SAMPLE OF CONTROLLERS ARE SHOWN. COMPLETE SYSTEM ARCHITECTURE TO BE PROVIDED BY CONTROLS CONTRACTOR. 2. ALL EQUIPMENT BY CONTROLS CONTRACTOR, UNLESS NOTED OTHERWISE. 3. NETWORK CONFIGURATION SHALL CONFORM WITH ALL PERFORMANCE REQUIREMENTS IN SECTION 25 10 00. 4. PROVIDE LOCKABLE ENCLOSURES FOR ALL PSCs, SCs AND NETWORK EQUIPMENT. 5. ALL BMS EQUIPMENT, CONTROLLERS AND NETWORK EQUIPMENT SHALL BE POWERED FROM 120VAC POWER CIRCUITS. COORDINATE POWER REQUIREMENTS AND FINAL LOCATIONS WITH DIVSION 26. 6. CONFIRM ALL BMS PANEL LOCATIONS WITH CLIENT PRIOR TO INSTALLATION. 7. 24VAC POWER TRUNK WIRING AND STEP-DOWN TRANSFORMERS PROVIDED BY CONTROLS CONTRACTOR, AND SHALL BE POWERED FROM 120VAC POWER CIRCUITS. 8. INTEGRATE TO 3RD PARTY SYSTEM CONTROLLER VIA BACNET OR MODBUS COMMUNICATION, COORDINATE REQUIREMENTS WITH EQUIPMENT VENDOR. 9. CONTROLLER PROVIDED BY MANUFACTURER, CONTROLS CONTRACTOR SHALL INTERGRATE TO THIS EQUIPMENT. 10. CONTROLS CONTRACTOR SHALL INTEGRATE TO ELECTRICAL EQUIPMENT PROVIDED BY DIVISION 26. REFER TO ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR QUANTITIES AND LOCATIONS. 11. CONTROLS CONTRACTOR SHALL INTEGRATE WITH LIGHTING CONTROL SYSTEM. REFER TO ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR QUANTITIES AND LOCATIONS OF LIGHTING CONTROL PANELS. DESIGNED BY: M. LUCERO DRAWN BY: R. PREWITT CHECKED BY: J.BEAUDRY APPROVED BY: J. SACKINGER 30676 e ' ISTEgFO- Fv ESS'ON Signed: 12-10-2024 SUBMITTED BY: R. PARGAS lcob,115. 4STmRIDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH Q w cn� W J J z " SOUNDTRANSIT DATE: 12/10/2024 SCALE: NTS FILENAME: S1-BT120-MH-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 12/10/2024 LEVEL 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 MECHANICAL-HVAC CONTROLS NETWORK DIAGRAM CORE FACILITY R-4332438 DEVELOPMENT ENGINEERING msippo 11 /25/2025 Ul DRAWING NO.: BT120-MHS006 FACILITY ID: BT105 SHEET No: REV: 516 0 N C'7 C'7 0 W 0 N 0 N 75 O N H m V1 U w C� H I V) Z Q ry H I c) d ry I D m 0 I 0 co 00 LO d 0 0 I oQ U) 0 0 o cy) N m BMS POINTS LIST BMS SYSTEM EQUIPMENT TYPE EQUIPMENT ID BMS 1/0 DESCRIPTION POINT TYPE INDICATE/ ALARM CONTROL OUTPUT NOTES HVAC DUCTLESS SPLIT SYSTEM BT120-ACU-01 BMS INTERFACE AV/DV X X INTEGRATE ALL AVAILABLE POINTS AND HAVE THEM AVAILABLE FOR MONITORING ON THE OPERATOR WORKSTATION. CONTROLS SHALL BE THROUGH THE MANUFACTURER'S FACTORY CONTROLLER. CONTROLLER SHALL HAVE AN ADAPTER TO COMMUNICATE WITH THE BMS THROUGH THE BACNET INTERFACE. REFER TO SEQUENCE OF OPERATION AND MANUFACTURER INSTRUCTIONS FOR MORE INFORMATION. HVAC DUCTLESS SPLIT SYSTEM BT120-ACU-02 BMS INTERFACE AV/DV X X INTEGRATE ALL AVAILABLE POINTS AND HAVE THEM AVAILABLE FOR MONITORING ON THE OPERATOR WORKSTATION. CONTROLS SHALL BE THROUGH THE MANUFACTURER'S FACTORY CONTROLLER. CONTROLLER SHALL HAVE AN ADAPTER TO COMMUNICATE WITH THE BMS THROUGH THE BACNET INTERFACE. REFER TO SEQUENCE OF OPERATION AND MANUFACTURER INSTRUCTIONS FOR MORE INFORMATION. HVAC DUCTLESS SPLIT SYSTEM BT120-ACU-03 BMS INTERFACE AV/DV X X INTEGRATE ALL AVAILABLE POINTS AND HAVE THEM AVAILABLE FOR MONITORING ON THE OPERATOR WORKSTATION. CONTROLS SHALL BE THROUGH THE MANUFACTURER'S FACTORY CONTROLLER. CONTROLLER SHALL HAVE AN ADAPTER TO COMMUNICATE WITH THE BMS THROUGH THE BACNET INTERFACE. REFER TO SEQUENCE OF OPERATION AND MANUFACTURER INSTRUCTIONS FOR MORE INFORMATION. HVAC DUCTLESS SPLIT SYSTEM BT120-ACU-04 BMS INTERFACE AV/DV X X INTEGRATE ALL AVAILABLE POINTS AND HAVE THEM AVAILABLE FOR MONITORING ON THE OPERATOR WORKSTATION. CONTROLS SHALL BE THROUGH THE MANUFACTURER'S FACTORY CONTROLLER. CONTROLLER SHALL HAVE AN ADAPTER TO COMMUNICATE WITH THE BMS THROUGH THE BACNET INTERFACE. REFER TO SEQUENCE OF OPERATION AND MANUFACTURER INSTRUCTIONS FOR MORE INFORMATION. HVAC DUCTLESS SPLIT SYSTEM BT120-ACU-05 BMS INTERFACE AV/DV X X INTEGRATE ALL AVAILABLE POINTS AND HAVE THEM AVAILABLE FOR MONITORING ON THE OPERATOR WORKSTATION. CONTROLS SHALL BE THROUGH THE MANUFACTURER'S FACTORY CONTROLLER. CONTROLLER SHALL HAVE AN ADAPTER TO COMMUNICATE WITH THE BMS THROUGH THE BACNET INTERFACE. REFER TO SEQUENCE OF OPERATION AND MANUFACTURER INSTRUCTIONS FOR MORE INFORMATION. HVAC DUCTLESS SPLIT SYSTEM BT120-ACU-07 BMS INTERFACE AV/DV X X INTEGRATE ALL AVAILABLE POINTS AND HAVE THEM AVAILABLE FOR MONITORING ON THE OPERATOR WORKSTATION. CONTROLS SHALL BE THROUGH THE MANUFACTURER'S FACTORY CONTROLLER. CONTROLLER SHALL HAVE AN ADAPTER TO COMMUNICATE WITH THE BMS THROUGH THE BACNET INTERFACE. REFER TO SEQUENCE OF OPERATION AND MANUFACTURER INSTRUCTIONS FOR MORE INFORMATION. HVAC DUCTLESS SPLIT SYSTEM BT120-ACU-16 BMS INTERFACE AV/DV X X INTEGRATE ALL AVAILABLE POINTS AND HAVE THEM AVAILABLE FOR MONITORING ON THE OPERATOR WORKSTATION. CONTROLS SHALL BE THROUGH THE MANUFACTURER'S FACTORY CONTROLLER. CONTROLLER SHALL HAVE AN ADAPTER TO COMMUNICATE WITH THE BMS THROUGH THE BACNET INTERFACE. REFER TO SEQUENCE OF OPERATION AND MANUFACTURER INSTRUCTIONS FOR MORE INFORMATION. HVAC DUCTLESS SPLIT SYSTEM BT120-ACU-26 BMS INTERFACE AV/DV X X INTEGRATE ALL AVAILABLE POINTS AND HAVE THEM AVAILABLE FOR MONITORING ON THE OPERATOR WORKSTATION. CONTROLS SHALL BE THROUGH THE MANUFACTURER'S FACTORY CONTROLLER. CONTROLLER SHALL HAVE AN ADAPTER TO COMMUNICATE WITH THE BMS THROUGH THE BACNET INTERFACE. REFER TO SEQUENCE OF OPERATION AND MANUFACTURER INSTRUCTIONS FOR MORE INFORMATION. HVAC DUCTLESS SPLIT SYSTEM BT120-ACU-36 BMS INTERFACE AV/DV X X INTEGRATE ALL AVAILABLE POINTS AND HAVE THEM AVAILABLE FOR MONITORING ON THE OPERATOR WORKSTATION. CONTROLS SHALL BE THROUGH THE MANUFACTURER'S FACTORY CONTROLLER. CONTROLLER SHALL HAVE AN ADAPTER TO COMMUNICATE WITH THE BMS THROUGH THE BACNET INTERFACE. REFER TO SEQUENCE OF OPERATION AND MANUFACTURER INSTRUCTIONS FOR MORE INFORMATION. HVAC DUCTLESS SPLIT SYSTEM BT120-ACU-46 BMS INTERFACE AV/DV X X INTEGRATE ALL AVAILABLE POINTS AND HAVE THEM AVAILABLE FOR MONITORING ON THE OPERATOR WORKSTATION. CONTROLS SHALL BE THROUGH THE MANUFACTURER'S FACTORY CONTROLLER. CONTROLLER SHALL HAVE AN ADAPTER TO COMMUNICATE WITH THE BMS THROUGH THE BACNET INTERFACE. REFER TO SEQUENCE OF OPERATION AND MANUFACTURER INSTRUCTIONS FOR MORE INFORMATION. HVAC DUCTLESS SPLIT SYSTEM BT120-ACU-56 BMS INTERFACE AV/DV X X INTEGRATE ALL AVAILABLE POINTS AND HAVE THEM AVAILABLE FOR MONITORING ON THE OPERATOR WORKSTATION. CONTROLS SHALL BE THROUGH THE MANUFACTURER'S FACTORY CONTROLLER. CONTROLLER SHALL HAVE AN ADAPTER TO COMMUNICATE WITH THE BMS THROUGH THE BACNET INTERFACE. REFER TO SEQUENCE OF OPERATION AND MANUFACTURER INSTRUCTIONS FOR MORE INFORMATION. HVAC ENERGY RECOVERY UNIT BT120-ERU-01 STATUS DI X HVAC ENERGY RECOVERY UNIT BT120-ERU-01 SUPPLY FILTER PRESSURE DROP Al X HVAC ENERGY RECOVERY UNIT BT120-ERU-01 RETURN FILTER PRESSURE DROP Al X HVAC OCCUPIED MODE BT120-BMS-01 OCCUPIED MODE DO X HVAC UNOCCUPIED OVERRIDE BT120-BMS-01 UNOCCUPIED OVERRIDE DI X NOTES: Al = ANALOG INPUT, AO = ANALOG OUTPUT, DI = DIGITAL INPUT, DO - DIGITAL OUTPUT. AV = ANALOG POINT THOUGH BACNET INTERFACE / PACKAGED CONTROLLER. DV = DIGITAL POINT THROUGH BACNET INTERFACE / PACKAGED CONTROLLER. GENERAL NOTES: 1. SEE DWG BT120-MHS005 - MHS007 AND MHS010 COMMUNICATION SET FOR BMS CONTROLLER DETAILS, CABLES AND TAGS LOCATION. 2. SEETHE CONTROLS NETWORK DIAGRAM BT120-MHS006 FOR SENSOR AND DEVICE CONNECTIONS. ADD POINTS OR DEVICES AS REQUIRED FOR A COMPLETE SYSTEM. 0 1 12/10/2024 I DW I MP I JHS I ISSUED FOR BID No. I DATE I DSN I CHK I APP I REVISION DESIGNED BY: D. WONG DRAWN BY: L. GOUDEAU CHECKED BY: M. PHILLIPS APPROVED BY: J. SACKINGER /mow o� wA ��',�t _{ 30676 �0�' ��GISTEgFO- Fv ESS1oN �ti Signed: 12-10-2024 .;acobs SUBMITTED BY: R. PARGAS 4STmRIDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH Q w cn� W J J z SOUNDTRANSIT DATE: 12/10/2024 SCALE: NTS FILENAME: S1-BT120-MH-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 MECHANICAL-HVAC CONTROLS SCHEDULE CORE FACILITY R-4332439 DEVELOPMENT ENGINEERING msippo 11 /25/2025 Ul DRAWING NO.: BT120-MHS007 FACILITY ID: BT105 SHEET No: REV: 517 0 N C'7 C'7 0 LU 0 N 0 N 0 N H m V1 U w C� H I V) Z Q ry H I c) d ry I D m 0 I 0 co 00 LO d 0 N I N >Q CD U) 0 0 o cy) N m BMS POINTS LIST SYSTEM EQUIPMENT TYPE EQUIPMENT ID BMS 1/0 DESCRIPTION POINT TYPE BMS NOTES INDICATE/ ALARM CONTROL OUTPUT ELECTRICAL LIGHTING CONTROL PANEL BT105-LCP-01 STATUS DV X THE PACKAGED LIGHTING CONTROL PANEL SHALL COMMUNICATE WITH THE BMS THROUGH THE BACNET INTERFACE. THE BMS SHALL MONITOR THESE POINTS FOR EACH LIGHTING CIRCUIT/ZONE ON THE LIGHTING CONTROL PANEL. ELECTRICAL LIGHTING CONTROL PANEL BT105-LCP-01 SCHEDULE AV X THE PACKAGED LIGHTING CONTROL PANEL SHALL COMMUNICATE WITH THE BMS THROUGH THE BACNET INTERFACE. THE BMS SHALL MONITOR THESE POINTS FOR EACH LIGHTING CIRCUIT/ZONE ON THE LIGHTING CONTROL PANEL. ELECTRICAL LIGHTING CONTROL PANEL BT105-LCP-02 STATUS DV X THE PACKAGED LIGHTING CONTROL PANEL SHALL COMMUNICATE WITH THE BMS THROUGH THE BACNET INTERFACE. THE BMS SHALL MONITOR THESE POINTS FOR EACH LIGHTING CIRCUIT/ZONE ON THE LIGHTING CONTROL PANEL. ELECTRICAL LIGHTING CONTROL PANEL BT105-LCP-02 SCHEDULE AV X THE PACKAGED LIGHTING CONTROL PANEL SHALL COMMUNICATE WITH THE BMS THROUGH THE BACNET INTERFACE. THE BMS SHALL MONITOR THESE POINTS FOR EACH LIGHTING CIRCUIT/ZONE ON THE LIGHTING CONTROL PANEL. ELECTRICAL LIGHTING CONTROL PANEL BT105-LCP-03 STATUS DV X THE PACKAGED LIGHTING CONTROL PANEL SHALL COMMUNICATE WITH THE BMS THROUGH THE BACNET INTERFACE. THE BMS SHALL MONITOR THESE POINTS FOR EACH LIGHTING CIRCUIT/ZONE ON THE LIGHTING CONTROL PANEL. ELECTRICAL LIGHTING CONTROL PANEL BT105-LCP-03 SCHEDULE AV X THE PACKAGED LIGHTING CONTROL PANEL SHALL COMMUNICATE WITH THE BMS THROUGH THE BACNET INTERFACE. THE BMS SHALL MONITOR THESE POINTS FOR EACH LIGHTING CIRCUIT/ZONE ON THE LIGHTING CONTROL PANEL. ELECTRICAL UPS BT105-UPS-01 BMS INTERFACE AV/DV X THE PACKAGED CONTROLLER SHALL COMMUNICATE WITH THE BMS THROUGH THE BACNET INTERFACE. THE BMS SHALL MONITOR THESE POINTS. ELECTRICAL UPS BT105-UPS-01 STATUS DV X THE PACKAGED CONTROLLER SHALL COMMUNICATE WITH THE BMS THROUGH THE BACNET INTERFACE. THE BMS SHALL MONITOR THESE POINTS. ELECTRICAL UPS BT105-UPS-01 GENERAL ALARM DV X THE PACKAGED CONTROLLER SHALL COMMUNICATE WITH THE BMS THROUGH THE BACNET INTERFACE. THE BMS SHALL MONITOR THESE POINTS. ELECTRICAL ATS BT105-ATS-01 BMS INTERFACE AV/DV X THE PACKAGED ATS CONTROLLER SHALL COMMUNICATE WITH THE BMS THROUGH THE BACNET INTERFACE. THE BMS SHALL MONITOR THESE POINTS AT A MINIMUM. ELECTRICAL ATS BT105-ATS-01 ATS-UTILITY POSITION DV X THE PACKAGED ATS CONTROLLER SHALL COMMUNICATE WITH THE BMS THROUGH THE BACNET INTERFACE. THE BMS SHALL MONITOR THESE POINTS AT A MINIMUM. ELECTRICAL ATS BT105-ATS-01 UTILITY POWER AVAILABLE AV X THE PACKAGED ATS CONTROLLER SHALL COMMUNICATE WITH THE BMS THROUGH THE BACNET INTERFACE. THE BMS SHALL MONITOR THESE POINTS AT A MINIMUM. ELECTRICAL ATS BT105-ATS-01 STANDBY POWER AVAILABLE AV X THE PACKAGED ATS CONTROLLER SHALL COMMUNICATE WITH THE BMS THROUGH THE BACNET INTERFACE. THE BMS SHALL MONITOR THESE POINTS AT A MINIMUM. ELECTRICAL ATS BT105-ATS-01 ATS-STANDBY POSITION DV X THE PACKAGED ATS CONTROLLER SHALL COMMUNICATE WITH THE BMS THROUGH THE BACNET INTERFACE. THE BMS SHALL MONITOR THESE POINTS AT A MINIMUM. ELECTRICAL ATS BT105-ATS-01 ATS FAIL DV X THE PACKAGED ATS CONTROLLER SHALL COMMUNICATE WITH THE BMS THROUGH THE BACNET INTERFACE. THE BMS SHALL MONITOR THESE POINTS AT A MINIMUM. ELECTRICAL POWER QUALITY METER BT105-SWGR-01 BMS INTERFACE AV/DV X THE PACKAGED CONTROLLER SHALL COMMUNICATE WITH THE BMS THROUGH THE BACNET INTERFACE. THE BMS SHALL MONITOR THESE POINTS. ELECTRICAL GENERATOR BT105-GEN-01 BMS INTERFACE AV/DV X THE PACKAGED CONTROLLER SHALL COMMUNICATE WITH THE BMS THROUGH THE BACNET INTERFACE. THE BMS SHALL MONITOR THESE POINTS. NOTES: Al = ANALOG INPUT, AO = ANALOG OUTPUT, DI = DIGITAL INPUT, DO - DIGITAL OUTPUT. AV = ANALOG POINT THOUGH BACNET INTERFACE / PACKAGED CONTROLLER. DV = DIGITAL POINT THROUGH BACNET INTERFACE / PACKAGED CONTROLLER. GENERAL NOTES: 1. SEE DWG BT120-MHS005 - MHS007 AND MHS010 COMMUNICATION SET FOR BMS CONTROLLER DETAILS, CABLES AND TAGS LOCATION. 2. SEETHE CONTROLS NETWORK DIAGRAM BT120-MHS006 FOR SENSOR AND DEVICE CONNECTIONS. ADD POINTS OR DEVICES AS REQUIRED FOR A COMPLETE SYSTEM. 0 1 12/10/2024 I DW I MP I JHS I ISSUED FOR BID No. I DATE I DSN I CHK I APP I REVISION DESIGNED BY: M. LUCERO DRAWN BY: R. PREWITT CHECKED BY: J.BEAUDRY APPROVED BY: J. SACKINGER 30676 ESS1oN Signed: 12-10-2024 .;acobs SUBMITTED BY: R. PARGAS 4STmRIDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH Q w Q cn � W J J z " SOUNDTRANSIT DATE: 12/10/2024 SCALE: NTS FILENAME: S1-BT120-MH-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 MECHANICAL-HVAC CONTROLS SCHEDULE CORE FACILITY R-4332440 DEVELOPMENT ENGINEERING msippo 11 /25/2025 Ul DRAWING NO.: BT120-MHS010 FACILITY ID: BT105 SHEET No: REV: 518 0 N co co O A W 0 N 0 N > 75 0 N m W U w C� �I W z ry I 0 a �I m 0 I 0 co co 2 't a o ~ I co W O 0 m ATTACH TO STRUCTURE PER SMACNA RECOMMENDAT'^"'c STAINLESS STE SHEET METAL 1/2" MINIMUM BAND CLAMP LENGTH EQUA DIAMETER OF NOTES: 1. DO NOT USE POWDER POWERED FASTENING SYSTEMS TO ATTACH SUPPORTS TO STRUCTURE. 2. SUPPORT SYSTEM MUST NOT DAMAGE DUCT, INSULATION, OR CAUSE DUCT SHAPE DEFORMATION. 3. HANGER SIZES SHALL BE IN ACCORDANCE WITH SMACNA, LATEST EDITION. 4. THE USE OF PLUMBING STRAP OR NYLON/PLASTIC STRAP FOR DUCT OR EQUIPMENT SUPPORT IS PROHIBITED. RIGID/FLEXIBLE ROUND DUCTWORK DUCTWORK SUPPORT DETAIL SCALE: NTS RECTANGULAR DUCT SQUARE ELBOW TURNI "" "'mac 12" MINIMUM PROVIDE TURNING VANES ON ALL RECTANGULAR SUPPLY DUCTWORK RECTANGULAR DUCT RADIUSED ELBOW UNLESS NOTED OTHERWISE DO NOT INSTALL TURNING VANES IN RETURN OR EXHAUST AIR DUCT. 5W TURNING VANES TO BE DOUBLE WIDTH VANES OR SINGLE WIDTH VANES WITH 3/4" TRAILING EDGE. DUCT OFFSET 5° MAXIMUM DO NOT USE FLEX DUCT FOR OFFSETS. ROUND DUCT TAKE -OFF FROM RECTANGULAR DUCT TAKE OFF TO BE AN EXPANDED CONICAL, BELLMOUTH FLANGED TYPE FITTING. NO BUTT TAP TYPE FITTINGS WILL BE ALLOWED. ATTACH TO STRUCTURE WITH BEAM CLAMPS AS DETAILED ALL -THREAD ROD NUT WITH LOCK WASHER 1-1/2" GALVANIZED STEEL HANGER WITH ALL -THREAD ROD IN TRAPEZE CONFIGURATION RECTANGULAR DUCTWORK BT 120-MHP222 ROUND DUCT RADIUSED ELBOW 5W GORED ELBOWS ARE NOT ALLOWED. ROUND DUCT TAKE -OFF FROM ROUND DUCT AN EXPANDED CONICAL TAP MAY BE SUBSTITUTED FOR ANGLED TAKEOFFS ON LOW PRESSURE SYSTEM. NOTES: 1. THE USE OF PLUMBING STRAP OR NYLON/PLASTIC STRAP FOR DUCT OR EQUIPMENT SUPPORT IS PROHIBITED. 2. MAXIMUM FLEX DUCT LENGTH IS 3'. STANDARD DUCT FITTINGS DETAIL SCALE: NTS 0 12/10/2024 DW MP JHS ISSUED FOR BID No. DATE DSN CHK APP REVISION BT120-MHP222 DESIGNED BY: D. WONG DRAWN BY: L. GOUDEAU CHECKED BY: M. PHILLIPS APPROVED BY: J. SACKINGER RECTANGULAR DUCT TAKE -OFF :XPANDED JAT L=1/4W,4"MIN DUCT SIZE TRANSITION DIMENSION "A" TO BE A MAXIMUM OF 22.50 FOR DIVERGING AND 300 FOR CONVERGING AIR FLOWS. THIS APPLIES FOR BOTH ROUND AND RECTANGULAR DUCTWORK INCLUDING SQUARE TO ROUND TRANSITIONS. SEAL PERIMETER JOINT WATER -TIGHT 18 GA GALVANIZED STEEL DRAINABLE FIXED BLADE LOUVER,SEE LOUVER SCHEDULE - ALUMINUM BIRD SCREEN ACROSS OPENING EXTERIOR WALL - VERIFY CONSTRUCTION MATERIAL AND COORDINATE OPENING REQUIREMENTS LOUVER CONNECTION DETAIL SCALE: NTS FULL-SIZE SHEET METAL PLENUM FABRICATE SHEET METAL PLENUM -TO -DUCT TRANSITION. DUCT SIZE AS INDICATED ON DRAWINGS ROUND OR RECTANGULAR DUCT WORK AS INDICATED ON DRAWINGS. SUPPORT FROM STRUCTURE ABOVE BT 120-M H P222 METAL ROOF— - - STEEL -------------- ------------ BEAM _ --------1/4" DIA TEK THREADED _ SCREWS, MIN 2 SIDE BEA�le PER BRACKET � BRACKET METAL BUILDING BEAM PURLIN CLAMP BEAM CLAMP RETAINING -T*--3/8" DIA 3/8" DIA STRAP THREADEI THREADED ROD, ROD, SEE SEE NOTE 1 NOTE 1 TYPE C - METAL BUILDING PURLIN TYPE D - STEEL BEAM INTERIOR WALL, SEE FLOOR PLAN INDOOR UNIT (ACU) OVERHEAD, SEE SCHEDULE PROVIDE WALL SLEEVES FOR PIPING SA PROVIDE FOR WIRED THERMOSTAT UNLESS SCHEDULED AS REMOTE CONTROL INSTALL ON WALL AT 96" FROM FLOOR TO BOTTOM OF UNIT (UNLESS NOTED OTHERWISE) SEQUENCE OF OPERATION SETPOINT TEMPERATURE: COOLING: CONTINUOUS 780 F HEATING: OCCUPIED 68' F RUN MODE: 1. EVAPORATOR RUN SHALL RUN CONTINUOUSLY. 2. UNITS SHALL CYCLE HEATING OR COOLING SECTION OFF/ON AS REQUIRED TO MAINTAIN ROOM SETPOINT. SPLIT SYSTEM AIR CONDITIONING UNIT SCALE: NTS Y 0 WATmRIDE 7 ",-I *pacobs 4S A 30676 BRT General Engineering Consultant Ino14 �T NAL SUBMITTED BY: DATE: REVIEWED BY: Signed: 12-10-2024 R. PARGAS 12/10/2024 J. ALTCHECH 1 I I I I I I I I I I I I I I I I I i L SCALE: Q w NTS Q FILENAME: WU) w J S1-BT120-MH-v2020 z J LL SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 WOOD RAFTER OR TRUSS CHORD GYP BOARD OR PLYWOOD CEILING i CEILING PLATE WITH THREADED ROD COUPLER (2) 1 /4" x 1 1 /2" WOOD SCREWS 3/8" DIA THREADED ROD, SEE NOTE 1 TYPE E - WOOD NOTES: 1. MAXIMUM ALLOWABLE SUPPORTED LOAD PER HANGER: TYPE A 600 LBS TYPE D 600 LBS TYPE B 250 LBS TYPE E 150 LBS TYPE C 300 LBS SUPPORT ANCHORING DETAIL SCALE: NTS BT 120-M H P221 BT 120-M H P222 INSULATED 3/4" CONDENSATE DRAIN LINE, ROUTE TO DRAIN AS INDICATED ON DRAWINGS EXTERIOR WALL, SEE FLOOR PLAN POWER AND CONTROL WIRING TO INDOOR UNIT INSULATED REFRIGERANT LINES. SECURE TO WALL PER MANUFACTURER'S REQUIREMENTS. PROVIDE SHROUD WHERE INDICATED ON SCHEDULE OUTDOOR UNIT (HPMP), SEE SCHEDULE. PROVIDE MANUFACTURER'S REQUIRED CLEARANCE FOR VENTILATION. Imo\\ % AIRFLOW SEE STRUCTURAL DWG FOR MOUNTING DETAIL. BT120-MHP221 BT120-MHP222 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 MECHANICAL-HVAC DETAILS CORE FACILITY R-4332441 DEVELOPMENT ENGINEERING msippo 11 /25/2025 DRAWING NO.: BT120-M H DO01 FACILITY ID: BT105 SHEET No: REV: 519 0 6 0 LU 0 N 0 N w 0 N m U) 0 w W z I 0 a I W D m of 0 co 00 LO �o N Q o � N U) N 0 0 LO cy) m ELECTRIC SYMBOLS WIRING DEVICE LEGEND POWER DISTRIBUTION / EQUIPMENT LEGEND WIRING SYSTEM/RACEWAY/CABLE TRAY LEGEND LIGHTING CONTROL DEVICE LEGEND 13 ONE OR TWO NUMERIC DIGIT BRANCH CIRCUIT NUMBER (13 IN THIS FLOOR OR SURFACE MOUNTED 208V PANELBOARD BRANCH CIRCUIT "HOMERUN", TIC MARKS INDICATE NUMBER OF K KEYED SWITCH EXAMPLE) - - - CONDUCTORS (INCLUDING NEUTRAL). #10 INDICATES AWG WIRE 3 THREE WAY. +48" DENOTES THE MOUNTING HEIGHT IN INCHES ABOVE THE FINISHED FLOOR. FLOOR OR SURFACE MOUNTED 480V PANELBOARD SIZE, AND 3/4" INDICATES CONDUIT SIZE. WIRE AND CONDUIT GFCI GFCI TYPE, WIRED FOR GFCI TRIP FOR DESIGNATED RECEPTACLE ONLY � SIZE IS APPLICABLE TO EACH CIRCUIT INDICATED FOR ENTIRE 4 FOUR WAY. (NON-FEED-THRU INSTALLATION) LENGTH OF CIRCUIT. ALL BRANCH CIRCUIT WIRING SHALL 3K THREE WAY KEYED SWITCH. RECESSED 208V PANELBOARD INCLUDE A #12 AWG GROUND IN 3/4" CONDUIT. ARROW HEADS 4K FOUR WAY KEYED SWITCH. PR PROJECTOR RECEPTACLE TO BE LOCATED WITHIN PROJECTOR OR DENOTE A HOMERUN TO PANELBOARD. NUMBER OF CEILING MOUNT RECESSED 480V PANELBOARD ARROWHEADS INDICATE NUMBER OF CIRCUITS IN CONDUIT. D WALL DIMMER. "LP-1,3" INDICATES PANEL AND CIRCUIT NUMBERS. WHEN USED ON DEMOLITION PLANS: DEMOLISH DEVICE AND FACEPLATE, MD MULT-LOCATION DIMMER, NUMERALS AS INDICATED FOR SINGLE R OUTLET BOX TO REMAIN. - - q SWITCH LEG CONNECTED TO SWITCH "A" LOCATION DIMMER. WHEN USE ON NEW WORK PLANS: INSTALL DEVICE IN EXISTING OUTLET 5 GENERAL PURPOSE, DRY TYPE TRANSFORMER. 'T75' IS THE KVA DP DOUBLE POLE. BOX. RATING FOR THE TRANSFORMER. IN THIS EXAMPLE, 'T75' SPD SURGE PROTECTIVE DEVICE TYPE RECEPTACLE REPRESENTS A TRANSFORMER RATED 75KVA. R1 SWITCH LEG CONNECTED TO RELAY #1 IN LIGHTING CONTROL XP EXPLOSION PROOF PANEL INDICATED. TR TAMPER RESISTANT TYPE RECEPTACLE OS OCCUPANCY SENSOR [WITH MANUAL OVERRIDE]. TVM TICKET VENDING MACHINE ATs AUTOMATIC TRANSFER SWITCH. CONDUIT OR CABLE TURNING UP OR TOWARD THE OBSERVER VS VACANCY SENSOR/SWITCH U USB CHARGING CONDUIT OR CABLE TURNING DOWN OR AWAY FROM THE VD VACANCY SENSOR/DIMMER sPD SURGE PROTECTIVE DEVICE OBSERVER WP WEATHER -RESISTANT, WEATHERPROOF WITH HINGED COVER O OCCUPANCY SENSOR/SWITCH CONDUIT OR CABLE CHANGE IN ELEVATION WP-WIN WEATHER -RESISTANT TYPE, WEATHERPROOF WITH WHILE -IN -USE COVER �-%' MOTOR CONNECTION; MOTOR HORSEPOWER AS SHOWN OD OCCUPANCY SENSOR/DIMMER 3 � -- SINGLE CONDUIT CAPPED 03 THREE WAY OCCUPANCY SENSOR C)z DUPLEX RECEPTACLE. UNLESS INDICATED OTHERWISE, RECEPTACLES CONNECTION POINT TO EQUIPMENT SPECIFIED IN OTHER DIVISIONS. ® MULTIPLE CONDUITS, ALL INDIVIDUALLY CAPPED. WHERE OR OVERRIDE SWITCH ARE FLUSH MOUNTED, 20A,125V, 1PH, 2P, 3W, NEMA 5-20R. RACEWAY, CONDUCTOR, TERMINATION AND CONNECTION IN THIS NUMERIC DESIGNATION INDICATED, DENOTES QUANTITY OF GFCI DUPLEX RECEPTACLE. UNLESS INDICATED OTHERWISE, DIVISION. CAPPED CONDUITS. IN THIS EXAMPLE, THREE CAPPED CONDUITS WP WEATHERPROOF. RECEPTACLES ARE FLUSH MOUNTED, 20A,125V, 1PH, 2P, 3W, NEMA 5-20R. 100AS 7-1 FUSED SAFETY SWITCH, 100 AMP SWITCH, 80 AMP FUSES M SURFACE MOUNTED MOTOR RATED WITH OVERLOAD ELEMENTS, 80AF CONDUIT WITH BUSHING CONTINOUS CURRENT RATING AND QUANTITY OF POLES AS REQUIRED DUPLEX RECEPTACLE. UNLESS INDICATED OTHERWISE, RECEPTACLES FOR EQUIPMENT SERVED. ARE FLUSH MOUNTED, 20A,125V, 1PH, 2P, 3W, NEMA 5-20R, MOUNTED 6" ���� ABOVE COUNTERTOP OR BACKSPLASH UNLESS OTHERWISE NOTED. ❑J NON -FUSED SAFETY SWITCH RACEWAY CONTINUATION RECESSED WALL MOUNTED SWITCH. INSTALL ADJACENT DEVICES UNDER COMMON FACEPLATE, FOUR DEVICES MAXIMUM PER FACEPLATE. EVENLY � DUPLEX RECEPTACLE. UNLESS INDICATED OTHERWISE, RECEPTACLES DIVIDE DEVICES INTO SEPARATE GROUPS WHERE ADJCENT DEVICES ARE FLUSH MOUNTED, 20A,125V, 1PH, 2P, 3W, NEMA 5-20R ON AN COMBINATION MOTOR STARTER DISCONNECT SWITCH CABLE TRAY OR CONDUIT RACK EXCEEDS FOUR. EMERGENCY CIRCUIT. SURFACE WALL MOUNTED SWITCH.INSTALL ADJACENT DEVICES UNDER DUPLEX CONTROL RECEPTACLE. UNLESS INDICATED OTHERWISE LOCAL CONTROLLER COMMON FACEPLATE, FOUR DEVICES MAXIMUM PER FACEPLATE. RECEPTACLES ARE FLUSH MOUNTED, 20A,125V, 1PH, 2P, 3W, NEMA 5-20R. LUMINAIRE LEGEND EVENLY DIVIDE DEVICES INTO SEPARATE GROUPS WHERE ADJCENT TWO DUPLEX QUAD RECEPTACLES. UNLESS INDICATED OTHERWISE (QUAD) � cTL CONTROL PANEL DEVICES EXCEEDS FOUR. RECEPTACES ARE FLUSH MOUNTED, 20A, 125V, 1PH, 2P, 3W, NEMA 5-20R. NUMERAL =CIRCUIT NUMBER. ONLY WHEN THE OUTLINE AREA OF THE 3� CEILING MOUNTED DUAL -TECHNOLOGY OCCUPANCY SENSOR CIRCUIT IS PROVIDED. OTHERWISE PANEL NUMBER WILL BE INCLUDED SIMPLEX RECEPTACLE. UNLESS INDICATED OTHERWISE, RECEPTACLES RB JUNCTION BOX WITH COVER PLATE &J WITH CIRCUIT NUMBER. CEILING MOUNTED DUAL -TECHNOLOGY CORRIDOR OCCUPANCY ARE FLUSH MOUNTED, 20A, 1 25V, 1 PH, 2P, 3W, NEMA 5-20R. A1E a�--- LOWERCASE ALPHANUMERIC CHARACTER = LIGHTING SWITCH ® SPECIAL PURPOSE RECEPTACLE, UNLESS INDICATED OTHERWISE, WALL MOUNTED JUNCTION BOX WITH COVER PLATE OR CONTROL ZONE 'E' DESIGNATION LIGHTING FIXTURE WITH EMERGENCY SOURCE SENSOR RECEPTACLES ARE FLUSH MOUNTED. RECEPTACLE NEMA TYPES - O CEILING MOUNTED PASSIVE INFRARED OCCUPANCY SENSOR INDICATED ON THE SPECIAL RECEPTACLE SCHEDULE. ELECTRICAL HANDHOLE OR VAULT LIGHTING TYPE TAG -COORDINATE WITH LIGHTING FIXTURE SCHEDULE CEILING MOUNTED PASSIVE INFRARED CORRIDOR OCCUPANCY SENSOR ® CEILING MOUNTED DUPLEX RCPT. UNLESS INDICATED OTHERWISE, 0 LUMINAIRE, SEE SCHEDULE FOR LIGHTING TYPE CEILING MOUNTED ULTRASONIC OCCUPANCY SENSOR 20A,125V, 1PH, 2P, 3W, NEMA 5-20R ELECTRICAL HANDHOLE OR VAULT WITH DECORATIVE LID 0 LUMINAIRE CONNECTED TO EMERGENCY SOURCE, SEE SCHEDULE FOR TYPE CEILING MOUNTED ULTRASONIC CORRIDOR OCCUPANCY SENSOR SURFACE MOUNTED RECEPTACLE ELECTRICAL IDENTIFICATION NUMBERING ® CAN LUMINAIRE, SEE SCHEDULE FOR LIGHTING TYPE � CEILING MOUNTED DUAL -TECHNOLOGY VACANCY SENSOR REFER TO "ST EQUIPMENT AND FACILITIES NUMBERING STANDARD' FOR MORE FLUSH FLOOR TYPE FLOOR BOX. INSTALL PER MANUFACTURER INSTRUCTION. . PENDANT OR CEILING MOUNTED ILLUMINATED EGRESS EXIT SIGN. WHERE O CEILING MOUNTED PASSIVE INFRARED VACANCY SENSOR DETAILED EXPLANATION USED, DIRECTIONAL ARROWS AS INDICATED. MOUNT 8'-0" ABOVE ❑® FLUSH FLOOR TYPE FLOOR BOX. INSTALL PER MANUFACTURER 'LXX'-'YYYY'-'ZZ' (EXAMPLE) FINISHED FLOOR, UNLESS INDICATED OTHERWISE. CEILING MOUNTED ULTRASONIC VACANCY SENSOR INSTRUCTION. RECEPTACLE NEMA TYPES INDICATED ON THE SPECIAL RECEPTACLE SCHEDULE. ZZ =INSTANCE NUMBER ~ WALL MOUNTED ILLUMINATED EGRESS EXIT SIGN. WHERE USED, O CEILING MOUNTED PHOTO SENSOR DIRECTIONAL ARROWS AS INDICATED. MOUNTED 8'-0" AFF UNLESS O FLUSH FLOOR TYPE POKE-THRU WITH DUPLEX RECEPTACLE. INSTALL YYYY = EQUIPMENT CODE - REPRESENTS A SPECIFIC KIND OF EQUIPMENT, COMPONENT, OR FACILITY. INDICATED OTHERWISE. O CEILING MOUNTED DAYLIGHT SENSOR PER MANUFACTURER INSTRUCTION. DENOTES POLE MOUNTED SINGLE ARM LUMINAIRE. POLE HEIGHT AS RC CEILING MOUNTED WATTSTOPPER LMRC-211/212 ROOM CONTROLLER LXX = LOCATION CODE INDICATED. O FLUSH FLOOR TYPE POKE-THRU WITH SPECIAL RECEPTACLE. INSTALL PER ELECTRICAL EQUIPMENT CODES ('YYYY') MANUFACTURER INSTRUCTION. RECEPTACLE NEMA TYPES INDICATED ON DENOTES POLE MOUNTED TWIN CONFIGURATION SINGLE ARM LUMINAIRE. 13a LIGHTING CONTROL DEVICE IDENTIFICATION (TYPICAL FOR ALL LIGHTING THE SPECIAL RECEPTACLE SCHEDULE. ACM ABB CONTROL MODULE MBP MAINTENANCE BYPASS / INDIVIDUAL LUMINAIRE TYPE AS INDICATED; POLE HEIGHT AS INDICATED. CONTROL DEVICE SYMBOLS WHERE USED) F IN WALL FURNITURE CONNECTION. INSTALL PER MFR INSTRUCTION. ATS AUTOMATIC TRANSFER SWITCH ISOLATION SWITCH BEB BATTERY ELECTRIC BUS MC MOTOR CONTROLLER DENOTES POLE MOUNTED TRIPLEX CONFIGURED SINGLE ARM LUMINAIRE. X_ LOWERCASE LETTER(S) = CONTROL ZONE INDIVIDUAL TYPE AS INDICATED; POLE HEIGHT AS INDICATED. BEBPC BEB PLUG CHARGER MCC MOTOR CONTROL CENTER POWER POLE WITH DUPLEX RECEPTACLES, LENGTH AS REQUIRED TO BRKR BREAKER MCS MOTOR CONTROL SWITCH RACK + DENOTES POLE MOUNTED QUADRAPLEX CONFIGURED SINGLE ARM CAPITAL LETTER(S) AND/OR NUMERAL =SPECIAL DESIGNATOR SUBSCRIPT DEFINED ABOVE P CR COMMUNICATION MDF MAIN DISTIBUTION FRAME LUMINAIRE. INDIVIDUAL LUMINAIRE TYPE AS INDICATED; POLE HEIGHT EXTEND ABOVE CEILING; SHADED AREA DENOTES TELECOMMUNICATION DISC DISCONNECT SWITCH MH MANHOLE AS INDICATED. DAYLIGHT ZONES RACEWAY. EVLV ELECTRIC VALVE MPC MINI POWER CENTER EUH ELECTRICAL UNIT HEATER MS MANUAL MOTOR STARTER a OUTDOOR WALL MOUNTED LUMINAIRE P POWER POLE WITH DUPLEX RECEPTACLES, LENGTH AS REQUIRED TO EXTEND ABOVE CEILING; SHADED AREA DENOTES TELECOMMUNICATION EWH ELECTRIC WATER HEATER MTR METER FACP FIRE ALARM CONTROL PANEL NRVEV NRV EV CHARGER GROUNDING AND LIGHTNING PROTECTION LEGEND RACEWAY. RECEPTACLE NEMA TYPES INDICATED ON THE SPECIAL FARP FIRE ALARM RELAY PANEL OS OCCUPANCY SENSOR OUTDOOR CANOPY LUMINAIRE RECEPTACLE SCHEDULE. FSD FIRE SMOKE DAMPER PB2 PANELBOARD - 208/120 V GEN GENERATOR PB4 PANELBOARD - 480/277 V GROUND ROD ON POWER AND LIGHTING SHEETS, ALL DEVICES IN THE GFD GROUND FAULT DETECTOR PBLV LOW VOLTAGE PULLBOX ® OUTLINED AREA ARE CIRCUITED TO THE SPECIFED PANEL �BTM01-PB2-105� UNLESS OTHERWISE NOTED. H TRACTION POWER 1500 V DC PBMV MEDIUM VOLTAGE PULLBOX BREAKER /SWITCH PC BUS PLUG COLUMN GROUND ROD WITH TEST WELL GENERAL LEGEND NOTE - - - - - - - HH HANDHOLE PE POLYETHYLENE -G■ GROUND CONNECTION HHLV LOW VOLTAGE HANDHOLE RD ROLL -UP DOOR 1 NUMERAL = CIRCUIT NUMBER HHMV MEDIUM VOLTAGE HANDHOLE SWBD SWITCHBOARD ** REFER TO GEN-GZN006 &GEN-GZN007 FOR ADDITIONAL G G GROUND CONDUCTOR TAP R-4332442 W' +36'► GFCI +(INCHES) HEIGHT IN INCHES ABOVE FINISHED FLOOR INV INVERTER SWGR SWITCHGEAR K LIGHTING KEY SWITCH T TRANSFORMER SYMBOLS AND LEGEND. G GROUNDING CONDUCTOR ►, LB LOAD BANK UPS UNINTERRUPTIBLE POWER ENGINEERING CAPITAL LETTER(S) = SPECIAL DESIGNATOR SUBSCRIPT DEFINED ABOVE LC LIGHTING CABINET SUPPLY FDEVELOPIMENT GROUND BUS BAR 0004k] o 11 /25/2025 LCP LIGHTING CONTROL PANEL VFD VARIABLE SPEED/FREQ DRIVE DESIGNED BY: D. TAFTFARREN DAFT �� sir Q'�e� o�'� 7 .paCO s 9 TJ?IDE Q cn w U wM;Vr cn J SCALE: NTS STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 DRAWING NO.: BT120-EPNO01 DRAWN BY: E. HAJAS FILENAME: S1-BT120-E-v2020 FACILITY ID: 0 57079 ��� BRT General Engineering Consultant z U_SOUNDTRANSIT ELECTRICAL BT120 CHECKED BY: CONTRACT No.: D. ANDERSON ��cisTER�° ��w �NAL G12 Zz/o2/z4112/10/2024520 RTA/CN 0205-24 SYMBOLS AND LEGEND SHEET No: REV: 0 0 12/10/2024 EH DA DT ISSUED FORBID APPROVED BY: D. TAFTFARREN SUBMITTED BY: R. PARGAS DATE: 12/10/2024 REVIEWED BY: J. ALTCHECH DATE: SUBMITTAL DATE: No. DATE DSN CHK APP REVISION 0 N 0 N w 0 N H m U) w IM W z Q ~I a I W D m 0 I 0 co 00 LO �o M I Q o � N U) N 0 0 CN LO � m ELECTRIC SYMBOLS GENERAL LEGEND NOTE SINGLE LINE DIAGRAM LEGEND SINGLE LINE DIAGRAM LEGEND SINGLE LINE DIAGRAM LEGEND ** SPD SURGE PROTECTIVE DEVICE. MOTOR CONTROL CENTER MOTOR STARTER OR LOCAL 'VFD' 50 MOTOR; EQUIPMENT IDENTIFICATION AND HORSEPOWER AS REFER TO GEN-GZN006 & GEN-GZN007 FOR ADDITIONAL VFD- CONTROLLER. IN THIS EXAMPLE, DENOTES VARIABLE OR SYMBOLS AND LEGEND. ADJUSTABLE FREQUENCY DRIVE. UNLESS INDICATED OTHERWISE, EF-01 INDICATED. 200 LOCAL CONTROLLER ENCLOSURES ARE RATED NEMA 1. VARIABLE POWER FACTOR CORRECTION CAPACITOR BANK. KVAR E MOTOR CONTROL CENTER MOTOR STARTER OR LOCAL OMMULTIFUNCTION METER SINGLE LINE DIAGRAM LEGEND 1 N.C. I 1 RVAT CONTROLLER. IN THIS EXAMPLE, '1' DENOTES NEMA SIZE, 'RVAT' DENOTES REDUCED VOLTAGE AUTOTRANS FORMER, WHERE I LOAD INTERRUPTER SWITCH. INDICATED, 'E' DENOTES ELECTRONIC OR SOLID STATE OVERLOAD ELECTRONIC METERING MODULE: MICROPROCESSOR BASED 600 A RELAY. UNLESS INDICATED OTHERWISE, LOCAL CONTROLLER EMM FOR METERING, ANALYZING, WAVEFORM CAPTURE AND 1200A 52 MEDIUM VOLTAGE DRAWOUT CIRCUIT BREAKER. ENCLOSURES ARE RATED NEMA 1. CAPABLE OF PROVIDING MONITORED DATA PARAMETERS I N. C. 60A/3P IN THIS EXAMPLE. DENOTES 60 AMPERES / 3 POLE. LMU LOCAL MONITORING UNIT FOR SWITCHGEAR ASSEMBLIES CAPABLE OF UP TO 40 SEPARATE DATA INPUTS FROM 30A/3P NON -FUSED DISCONNECT / SAFETY SWITCH. BREAKER LSIG'S, EMM'S AND MFR'S; CONFIGURABLE DISPLAYSCREEN; LSIG F-30A IN THIS EXAMPLE, DENOTES FUSED WITH 30 AMPERE FUSES. DATA OUTPUT PORTS 250 AF LOW VOLTAGE MOLDED CASE CIRCUIT BREAKER. J 225 AT / DENOTES FUSE RATING IN ACCORDANCE WITH MANUFACTURER'S N.C. F-MFR INSTRUCTIONS FOR THE UTILIZATION EQUIPMENT PROTECTED BY DENOTES ELECTRICAL CONDUIT 30A/3P THE FUSES. 3 FUSED DISCONNECT / SAFETY SWITCH. LSIG SOLID STATE TRIP UNIT WITH CT INPUT OR MODULE CAPABLE F-30A 1200/5 OF MONITORING AMPS, INSTANTANEOUS KW, PEAK KW AND N3R IN THIS EXAMPLE, DENOTES NEMA 3R ENCLOSURE. KWH. • 3 SN DENOTES SOLID NEUTRAL. MR PHASE CURRENT TRANSFORMER. O ENGINE. 1200/5 N.C. DENOTES NORMALLY CLOSED. OGENERATOR. N.O. DENOTES NORMALLY OPEN. 1 50/5 ZERO SEQUENCE CURRENT TRANSFORMER. GFP GROUND FAULT PROTECTION. DEVICE ADJUSTABLE PROTECTION OPTIONS. LONG, SHORT, LSIG 1AF INSTANTANEOUS, AND GROUND PICKUPS IN THIS EXAMPLE. ADJUSTABLE PROTECTION DESIGNATIONS m PT POTENTIAL TRANSFORMER. LOADBANK. 800 ) 00 AT / 100 VAI "AF" DENOTES FRAME SIZE, "AT" DENOTES TRIP SETTING. 1600A 480V 10KVA, w ® FUSE FRAME WITH 800A TRIP IN THIS EXAMPLE. DESIGNATION PROTECTION 1PH 120/240V m CPT CONTROL POWER TRANSFORMER. DENOTES SWITCH SIZE AND POLES. 30A, 3-POLE SWITCH IN L LONG PICKUP AND TIME DELAY PROTECTION FUSED DRAWOUT POTENTIAL TRANSFORMER. N. C. 30A/3P THIS EXAMPLE. S SHORT PICKUP AND TIME DELAY PROTECTION 0 T-P D2A DENOTES ORIENTATION OF SWITCH. NORMALLY CLOSED IN I INSTANTANEOUS PICKUP PROTECTION J 30KVA rnr�1 TRANSFORMER. (3) THIS EXAMPLE. G GROUND (EARTH) PICKUP AND TIME DELAY PROTECTION l4 480 V- 208/120 V -®—� (— FUSED POTENTIAL TRANSFORMER. F-30A DENOTES QUANTITY AND RATING OF FUSES. THREE 30A IN N NEUTRAL PROTECTION THIS EXAMPLE. o DESIGNATION PROTECTION DEVICE FEATURES / ACCESSORIES KT30Y r�� 480 V- 208/120 V ISOLATION TRANSFORMER. POWER FILTER. E ® MOTOR CONTROL CENTER MOTOR STARTER OR LOCAL CONTROLLER. IN THIS EXAMPLE, '1' DENOTES NEMA SIZE, 'RVPW' NOTE: MULTIPLE DESIGNATIONS MAY BE ADJACENT TO DEVICE. 1 RVPW DENOTES REDUCED VOLTAGE PART -WINDING, WHERE INDICATED, KEY INTERLOCK 'E' DENOTES ELECTRONIC OR SOLID STATE OVERLOAD RELAY. UNLESS INDICATED OTHERWISE, LOCAL CONTROLLER Z SHUNT TRIP + CABLE LUG TERMINATION II SURGE PROTECTIVE DEVICE. ENCLOSURES ARE RATED NEMA 1. E MOTOR CONTROL CENTER MOTOR STARTER OR LOCAL Efl ELECTRONIC TRIP i ILA'S --* LIGHTNING ARRESTER. NUMERIC VALUE DENOTES QUANTITY. ® CONTROLLER. IN THIS EXAMPLE, '1' DENOTES NEMA SIZE, 'RVSS' 33° 1 RVSS DENOTES REDUCED VOLTAGE SOLID STATE SOFT STARTER, R1 RELAY. WHERE INDICATED, 'E' DENOTES ELECTRONIC OR SOLID STATE TRANSFER SWITCH. 'ATS' DENOTES AUTOMATIC TRANSFER TYPE, 'MTS' DENOTES MANUAL TRANSFER TYPE. 'P' OVERLOAD RELAY. UNLESS INDICATED OTHERWISE, LOCAL CONTROLLER ENCLOSURES ARE RATED NEMA 1. SITE POWER DISTRIBUTION 'S' DENOTES PRIMARY POWER SOURCE; DENOTES L ATS SECONDARY POWER SOURCE; 'L' DENOTES TRANSFER MOTOR CONTROL CENTER MOTOR STARTER OR LOCAL PAD MOUNTED EQUIPMENT AS IDENTITIFED SWITCH LOAD SIDE CONNECTION POINT. m CONTROLLER. IN THIS EXAMPLE, '1' DENOTES NEMA SIZE, 'WD' III UPS AND BATTERY. 1 WD DENOTES WYE-DELTA STARTER, WHERE INDICATED, 'E' DENOTES E E PANELBOARD WITH A VOLTAGE OF 480V OR HIGHER. ELECTRONIC OR SOLID STATE OVERLOAD RELAY. UNLESS E E ELECTRICAL DUCTBANK 2-1 INDICATED OTHERWISE, LOCAL CONTROLLER ENCLOSURES ARE PNL L1A RATED NEMA 1. -SL SL- SITE LIGHTING PANELBOARD WITH VOLTAGE UNDER 480V. DPM PNL L1A m MOTOR CONTROL CENTER MOTOR STARTER OR LOCAL '1' 'MSCT' DIGITAL POWER METER CONTROLLER. IN THIS EXAMPLE, DENOTES NEMA SIZE, mE MOTOR CONTROL CENTER MOTOR STARTER OR LOCAL CONTROLLER. IN THIS EXAMPLE, '1' DENOTES NEMA SIZE, 'FVNR' 1 MSCT DENOTES MULTI -SPEED CONSTANT TORQUE STARTER, WHERE dd I BATTERY. DENOTES FULL VOLTAGE NON WHERE INDICATED, 'E' INDICATED, 'E' DENOTES ELECTRONIC OR SOLID STATE OVERLOAD 1 FVNR -REVERSING, RELAY. UNLESS INDICATED OTHERWISE, LOCAL CONTROLLER G DENOTES ELECTRONIC OR SOLID STATE OVERLOAD RELAY. ENCLOSURES ARE RATED NEMA 1. STANDBY GENERATOR RATING SHOWN (KW/KVA) DM DIGITAL METER. UNLESS INDICATED OTHERWISE, LOCAL CONTROLLER ENCLOSURES ARE RATED NEMA 1. 500/625 m MOTOR CONTROL CENTER MOTOR STARTER OR LOCAL CONTROLLER. IN THIS EXAMPLE, '1' DENOTES NEMA SIZE, 'MSVT' E MOTOR CONTROL CENTER MOTOR STARTER OR LOCAL SPD SURGE PROTECTIVE DEVICE. GROUNDING CONNECTION. ® CONTROLLER. IN THIS EXAMPLE, '1' DENOTES NEMA SIZE, 'FVR' 1 MSVT DENOTES MULTI -SPEED VARIABLE TORQUE STARTER, WHERE 1 FVR DENOTES FULL VOLTAGE REVERSING, WHERE INDICATED, 'E' INDICATED, 'E' DENOTES ELECTRONIC OR SOLID STATE OVERLOAD (:1 3Y FEEDER / BRANCH CIRCUIT DESIGNATION. IN THIS EXAMPLE, DENOTES ELECTRONIC OR SOLID STATE OVERLOAD RELAY. UNLESS INDICATED OTHERWISE, LOCAL CONTROLLER RELAY. UNLESS INDICATED OTHERWISE, LOCAL CONTROLLER ENCLOSURES ARE RATED NEMA 1. 100:5 CURRENT TRANSFORMER RATING AS SHOWN '13Y' REFERS TO THE SYMBOL COLUMN OF THE FEEDER/BRANCH CIRCUIT SCHEDULE. THE ASSOCIATED ENCLOSURES ARE RATED NEMA 1. SYMBOL DESIGNATION DENOTES THE FEEDER / BRANCH m MOTOR CONTROL CENTER MOTOR STARTER OR LOCAL CONTROLLER. IN THIS EXAMPLE, '1' DENOTES NEMA SIZE, 'MSCH' VT CIRCUIT REQUIREMENTS FOR THE ITEM TAGGED. E MOTOR CONTROL CENTER MOTOR STARTER OR LOCAL POTENTIAL TRANSFORMER ® CONTROLLER. IN THIS EXAMPLE, '1' DENOTES NEMA SIZE, '2 SPD' 1 MSCH DENOTES MULTI -SPEED CONSTANT HORSEPOWER STARTER, INTERLOCK. 1 2 SPD DENOTES TWO SPEED FULL VOLTAGE NON -REVERSING, WHERE INDICATED, 'E' DENOTES ELECTRONIC OR SOLID STATE OVERLOAD WHERE INDICATED, 'E' DENOTES ELECTRONIC OR SOLID STATE OVERLOAD RELAY. UNLESS INDICATED OTHERWISE, LOCAL OX R-4332443❑KKIRK-KEY MPR: MAIN PROTECTIVE RELA RELAY. UNLESS INDICATED OTHERWISE, LOCAL CONTROLLER CONTROLLER ENCLOSURES ARE RATED NEMA 1. FPR: FEEDER PROTECTIVE RE VEVELOPMENT ENGINEERING ENCLOSURES ARE RATED NEMA 1. ' msippo 11 /25/2025 DESIGNED BY: D. TAFTFARREN DAFT �� � sir Q'�e� o�'� 7 �aCO s 9 Q U) w w C/) URIDE J SCALE: NTS STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 DRAWING NO.: BT120-EPN002 DRAWN BY: E. HAJAS FILENAME: S1-BT120-E-v2020 FACILITY ID: 0 57079 �0 BRT General Engineering Consultant z U_ SOUND ELECTRICAL BT120 CHECKED BY: CONTRACT No.: D. ANDERSON ��c/STER�° NAL "-12 Zz/o2/z4 RTA/CN 0205-24 SYMBOLS AND LEGEND SHEET No: REV: 521 0 0 12/10/2024 EH DA DT ISSUED FOR BID APPROVED BY: D. TAFTFARREN SUBMITTED BY: R. PARGAS DATE: 12/10/2024 REVIEWED BY: J. ALTCHECH DATE: 12/10/2024 SUBMITTAL DATE: 12/10/2024 No. DATE DSN CHK APP REVISION 0 N 0 N W 0 N H m U) 0 W C� I W z Q ry I 0 a ry I W D m 0 I 0 co 00 LO a 0 � I >Q O N 66 U) 0 N O � Cfl LO cy) m ELECTRIC SYMBOLS I GENERAL NOTES I MOUNTING HEIGHT SCHEDULE I 1. WHERE "SPLIT CIRCUIT" IS INDICATED, EXTEND SPLIT CIRCUIT HOME RUNS TO A COMMON JUNCTION BOX ABOVE THE PANEL INDICATED. TIE HOME RUNS TOGETHER USING SPLICE KIT AND EXTEND A SINGLE SET OF CONDUCTORS TO CIRCUIT BREAKER NUMBER INDICATED. WIRING USED IN SPLIT CIRCUITS SHALL BE THE SAME SIZE. 2. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATICAL IN NATURE AND INDICATE THE GENERAL LOCATION OF OUTLETS, EQUIPMENT, AND THE CIRCUIT ARRANGEMENT OF THE REQUIRED WIRING. ALTHOUGH THE DRAWINGS DO NOT NECESSARILY INDICATE THE ACTUAL ROUTES OF SURFACE MOUNTED CONDUITS, WHERE INDICATED, THEY SHALL BE FOLLOWED AS CLOSELY AS PROPER COORDINATION WITH THE WORK OF OTHER TRADES AND SPACE WILL PERMIT. WHERE CONDUIT RUNS ARE NOT SHOWN ON THE DRAWINGS, SUCH AS FOR MECHANICAL EQUIPMENT, COORDINATE CONDUIT RUNS WITH THE WORK OF OTHER TRADES AND STRUCTURE. SIMPLIFY INSTALLATION WHEREVER POSSIBLE, BUT SUBJECT TO APPROVAL BY THE COR FOR VISUAL AND STRUCTURAL REASONS. IT IS NOT WITHIN THE SCOPE OF THE DRAWINGS TO SHOW ALL NECESSARY OFFSETS, BENDS, PULL BOXES, AND OBSTRUCTIONS. THE DRAWINGS ARE NOT INTENDED TO BE SCALED, REFER TO THE ARCHITECTURAL DRAWINGS FOR DIMENSIONS. 3. NOT ALL SYMBOLS SHOWN IN LEGENDS ARE USED - SEE DRAWINGS FOR APPLICABLE DEVICES. 4. MOUNTING HEIGHTS INDICATED AS '+##' ARE MEASURED FROM FINISHED FLOOR UNLESS OTHERWISE NOTED. 5. PROVIDE LABELS DENOTING EQUIPMENT SERVED AND CORRESPONDING CIRCUIT NUMBER ON DEDICATED RECEPTACLES. 6. SEAL PENETRATIONS OF FIRE- AND/OR SMOKE -RATED CONSTRUCTION WITH U.L. APPROVED STOPPING MATERIAL TO RESTORE THE ORIGINAL RATING OF THE PENETRATED CONSTRUCTION. 7. SEAL PENETRATIONS OF NON -RATED PARTITIONS WITH APPROVED MATERIAL TO PREVENT AIRFLOW AND DEBRIS. 8. MOUNTING HEIGHTS SHOWN ON ELECTRICAL, COMMUNICATIONS, AND SYSTEMS DRAWINGS ARE FOR BIDDING PURPOSES ONLY. REFER TO INTERIOR ELEVATION DRAWINGS FOR MOUNTING HEIGHTS OF DEVICES AND EQUIPMENT. WHERE DISCREPANCIES OCCUR, INTERIOR ELEVATIONS TAKE PRECEDENCE. 9. SUPPORT BOXES AND CONDUIT ABOVE CEILING INDEPENDENTLY. DO NOT SUPPORT FROM SUSPENDED CEILING SYSTEM. 10. WHERE CONCEALED BY INACCESSIBLE FINISHES, PROVIDE ACCESS DOORS FOR JUNCTION & PULL BOXES, CONTROL DEVICES & EQUIPMENT, DISCONNECT SWITCHES, AND OTHER ITEMS REQUIRING SERVICE, MAINTENANCE, OPERATION, OR ADJUSTMENT. SIZE AND LOCATE ACCESS DOORS FOR EASE OF PERFORMANCE OF THE FUNCTION INTENDED. DOORS SHALL NOT BE SMALLER THAN 18" x 18". COORDINATE LOCATION OF ACCESS DOORS WITH AFFECTED TRADES. SUBMIT PANEL LOCATIONS FOR APPROVAL BY THE ARCHITECT PRIOR TO INSTALLATION. 11. INSTALL ADJACENT DEVICES UNDER A COMMON FACEPLATE, WITH NO MORE THAN FOUR DEVICES IN A SINGLE FACEPLATE. WHERE MORE THAN FOUR ADJACENT DEVICES ARE PRESENT, EVENLY DIVIDE DEVICES INTO SEPARATE GROUPS OF NO LESS THAN TWO DEVICES PER GROUP. PROVIDE BARRIERS WITHIN BOXES TO SEPARATE DEVICES WHERE DIFFERENT CIRCUITS AND DIFFERENT VOLTAGES ARE PRESENT. 12. PROVIDE LUGS AS NECESSARY FOR TERMINATING OVERSIZED CONDUCTORS OR OTHERWISE MAKE PROVISIONS FOR TERMINATING OVERSIZED CONDUCTORS IN DEVICES WHOSE LUGS DO NOT ACCEPT THE OVERSIZED CONDUCTOR SIZE. 13. SHARED NEUTRAL CONDUCTORS ARE PROHIBITED. 14. ALL OUTAGES MUST BE SCHEDULED WITH A MINIMUM OF 21 CALENDAR DAYS IN ADVANCE. NOTIFY SOUND TRANSIT PERSONNEL (CONTRACTING OFFICER). MAKE AN APPLICATION FOR OUTAGES TO SOUND TRANSIT HIGH VOLTAGE FACILITY DEPARTMENT WITH THE PROVIDED REQUEST FORMS AND SUBMIT FOR APPROVAL FOR THE OUTAGES. NO OUTAGES WILL TAKE PLACE WITHOUT WRITTEN AUTHORIZATION TO SOUND TRANSIT PERSONNEL BY THE CONTRACTOR. OUTAGES CAN BE CANCELED BY SOUND TRANSIT UP UNTIL THE SCHEDULED TIME OF THE OUTAGE. OUTAGES SHALL BE COORDINATED WITH SOUND TRANSIT PERSONNEL (CONTRACTING OFFICER) TO MINIMIZE TOTAL OUTAGES TO THE FACILITY. 15. ADJUST WIRE SIZES TO COMPENSATE FOR VOLTAGE DROP. THE LENGTH OF A SINGLE PHASE 20A CIRCUIT (ONE-WAY) SHALL NOT EXCEED THE FOLLOWING VALUES (BASED ON 16A LOAD): MAXIMUM 20A CIRCUIT LENGTH SCHEDULE CONDUCTOR SIZE (AWG) MAXIMUM 120V CIRCUIT LENGTH MAXIMUM 277V CIRCUIT LENGTH #12 60'-0" 135-0" #10 90'-0" 210'-0" #8 140'-0" 330'-0" #6 225-0" 525'-0" 0 1 12/10/2024 I EH I DA I DT I ISSUED FOR BID No. I DATE I DSN I CHK I APP I REVISION DESIGNED BY: D. TAFTFARREN DRAWN BY: E. HAJAS CHECKED BY: D.ANDERSON APPROVED BY: D. TAFTFARREN .;acobs SUBMITTED BY: 12/O2/24 I R. PARGAS MOUNTING HEIGHT SCHEDULE DEVICES/EQUIPMENT MOUNTING HEIGHT (AFF) MEASURED TO: RECEPTACLES AS INDICATED ON LEGEND/PLANS CENTER TOGGLE SWITCHES 4'-0" TOP WALL DIMMERS 4'-0" TOP MANUAL MOTOR STARTERS 4'-0" TOP OCCUPANCY SENSORS - WALL MOUNTED 4'-0" TOP LIGHTING CONTROL PANEL 6'-6" TOP LIGHTING CONTROL STATION 4'-0" CENTER JUNCTION BOXES AS INDICATED ON LEGEND/PLANS CENTER MONITORING/CONTROL PANEL 5'-0" TOP SURFACE METAL RACEWAYS AS INDICATED ON LEGEND/PLANS TOP PANELBOARDS 6'-6" TOP DISCONNECT SWITCHES 5'-0" TOP AUTOMATIC TRANSFER SWITCHES 6'-6" TOP MANUAL TRANSFER SWITCHES 6'-6" TOP CONTROL STATIONS 6'-6" TOP TVSS (NON -INTEGRAL) 6-0" (NTE) TOP MAGNETIC MOTOR CONTROLLERS 6'-6" TOP LIGHTING CONTACTORS ENCLOSURES 6'-6" TOP INDIVIDUAL CKT BREAKERS ENCLOSURES 6'-6" TOP EMERGENCY POWER OFF SWITCHES 5'-6" CENTER TIME SWITCHES 6'-6" TOP TELECOMMUNICATIONS OUTLETS 1'-6" CENTER TELECOMMUNICATIONS OUTLETS - OVER COUNTER 0'-6" CENTER (OVER TOP OF COUNTER) GROUND FAULT CIRCUIT INTERRUPTER 4'-0" CENTER GROUND BUS BARS 2'-0" CENTER INTEGRATED COMMUNICATIONS PANELS 6'-0" TOP GENERATOR REMOTE ALARM ANNUNCIATOR 5'-0" TOP GENERATOR TERMINAL BLOCKS 5'-0" TOP BAS TERMINAL BLOCKS 5'-0" TOP GENERATOR STOP SWITCH 5'-6" CENTER GENERATOR TANK FUEL LEVEL INDICATORS 5'-0" TOP UPS BATTERY MONITORING / CONTROL PANEL 5'-0" TOP UPS REMOTE MONITORING PANEL 5'-0" TOP MAIN SWITCHGEAR BATTERY CHARGER 5'-0" TOP RELAY CONTROL PANELS 6'-6" TOP MOUNTING HEIGHT SCHEDULE NOTES: 1. USE ABOVE INDICATED MOUNTING HEIGHTS UNLESS INDICATED OTHER WISE ON DRAWINGS OR SPECIFICATIONS. 2. COORDINATE MOUNTING HEIGHTS WITH FIELD CONDITIONS, OTHER TRADES, AND RELATED EQUIPMENT. 3. REDUCE MOUNTING HEIGHTS OF FIRE ALARM VISUAL AND AUDIO/VISUAL ALARMS WHERE REQUIRED TO MAINTAIN 6" MINIMUM SPACING FROM CEILING. SCALE: Q w NTS Q FILENAME: STmRIDE U w J S 1-BT120-E-v2020 BRT General Engineering Consultant z " SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: REVIEWED BY: DATE: SUBMITTAL DATE: 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ELECTRICAL GENERAL NOTES AND MOUNTING R-4332444 DEVELOPMENT ENGINEERING msippo 11 /25/2025 U DRAWING NO.: BT120-EPNO03 FACILITY ID: BT120 SHEET No: REV: 522 0 N C'7 0 W 0 N O N IiI 0 N H m U w C� I z Q I 0 a ry I D m 0 I 0 co 00 LO � M 0-o I LOa U) N � L N O O �p N cy) co � N co m KEY NOTES: 119 MOUNT GFCI RECEPTACLES HORIZONTALLY ABOVE COUNTER AT 36" 301 AFF. ATTACH PHOTOCELL TO HORIZONTAL SUPPORT AT 11' ABOVE FINISHED GRADE, UNDER THE CANOPY WITH SENSOR AIMED NORTH. 120 LOCATE DISCONNECT SWITCH BENEATH TANKLESS WATER HEATER. 303 ATTACH PHOTOCELL TO EXTERIOR WALL AT 11' ABOVE FINISHED SEE PLUMBING PLANS DETAIL 6/BT120-MPD001. GRADE WITH SENSOR AIMED NORTH. 121 INSTALL RECEPTACLES TO BOTTOM SIDE OF CABLE TRAY. 304 COORDINATE WITH DIV 27 CONTRACTOR INSTALLING THE CABLE TRAY. TYPICAL OF RACK RECEPTACLES IN ALL IT ROOMS. CONNECT PHOTOCELL TO PANEL BT120-LCP-01 USING CAT6 CABLE RUN IN 3/4" CONDUIT. 305 CONNECT PHOTOCELL TO PANEL BT120-LCP-02 USING CAT6 CABLE 122 PROVIDE 5/8" X 10' COPPER GROUND ROD IN LIGHTING HANDHOLES RUN IN 3/4" CONDUIT. LOCATED IN THE SCL EASEMENT AREA UNDER POWER LINES. BOND WITH #6 GND TO LIGHT POLE. 307 PENDANT MOUNT FIXTURE(S) TO HANG 10' 0" AFF FROM TOP OF FIXTURE. 123 INDOOR UNIT POWERED BY OUTDOOR UNIT. PROVIDE 4-WIRE #14 AWG CABLE BETWEEN INDOOR AND OUTDOOR MECHANICAL UNIT. SEE 308 PENDANT MOUNT FIXTURES TO HANG 8' 0" AFF FROM TOP OF MECHANICAL SHEET BT120-MHS002 PLANS FOR INDOOR/OUTDOOR FIXTURE. UNIT PAIRING. O124 INDOOR UNIT POWERED BY BT120-HPMP-06 BRANCH UNIT. PROVIDE 309 PENDANT MOUNT FIXTURES TO HANG 8' 6" AFF FROM TOP OF FIXTURE. 3#14 AWG PLUS #14 AWG GND CABLE BETWEEN INDOOR UNIT AND BRANCH UNIT. SEE MECHANICAL SHEET BT120-MHS001 FOR CONNECTION SCHEMATIC. 310 USE CHASE PROVIDED BY STRUCTURAL AT COLUMNS FOR LIGHTING CONDUIT. SEE POWER SHEET BT120-EPP212 THROUGH BT120-EPP214 FOR CONDUIT PLAN. 12 THE LIGHTNING PROTECTION SYSTEM IS A DEFERRED DESIGN BY THE LIGHTNING PROTECTION SYSTEM CONTRACTOR. PROVIDE LIGHTNING PROTECTION SYSTEM. SEE SPECIFICATIONS FOR ADDITIONAL 311 MOUNT FIXTURE SO IT IS MOUNTED 8' 0" AFG. COORDINATE WITH REQUIREMENTS. ARCHITECTURE. 130 480V LIGHTING CIRCUITS TO INDIVIDUALLY FEED THROUGH SEPARATE 312 MOUNT FIXTURE SO IT IS MOUNTED 10' 0" AFG. COORDINATE WITH LIGHTING CONTROLLER CONTACTORS. ARCHITECTURE. 131 120V LIGHTING CIRCUITS TO INDIVIDUALLY FEED THROUGH SEPARATE 313 TERMINATE AND CAP CONDUIT UNDERGROUND FOR FUTURE USE. LIGHTING CONTROLLER CONTACTORS. PROVIDE MARKING SIGN ABOVE GRADE DENOTING THE BURIED CONDUIT END LOCATIONS. 132 ALL SITE LIGHTING CIRCUITS TO PANEL BT120-PB4-01 ON THIS SHEET. 133 CONDUIT STUB UP THROUGH COLUMN RACEWAY FOR LIGHTING AND VMS SIGNAGE. 13 2'X2' PIECE OF 3/4" PLYWOOD MOUNTED 5' AFF FOR PSE AMR/AMI REPEATER. PROVIDE DEDICATED 120V RECEPTACLE BELOW PLYWOOD. 138 8"X8"X6" NEMA 3R ENCLOSURE FOR PSE ANTENNA. MOUNT ON OUTSIDE WALL 8' TO 10' ABOVE FINISHED GRADE. 139 PROVIDE 2" CONDUIT FROM NEMA 3R ENCLOSURE STUBBED INTO ELECTRICAL ROOM ABOVE PLYWOOD BOARD. 140 PROVIDE GROUNDING FOR FENCE AT FENCE END POSTS, POSTS EVERY 160 FEET, AND POSTS ON EACH SIDE OF AN SCL OVERHEAD LINE. SEE SHEET BT120-EPD111 FOR GROUNDING DETAIL. 141 CONDUIT GROUP INCLUDES CONDUIT TAGS: BT120-N4-202, BT120-E4-202A, BT120-E4-202B, BT120-N2-201, BT120-SC-203, BT120-SC-204. 142 CONDUIT GROUP INCLUDES CONDUIT TAGS: BT120-E4-201A, BT120-E4-201 B, BT120-E4-203, BT120-SC-201, BT120-SC-202, BT120-N2-202. 143 CONDUIT GROUP INCLUDES CONDUIT TAGS: BT120-N4-201A AND BT120-N4-201 B. 144 PROVIDE RECEPTACLE FOR FLOOD CONTROL SYSTEM. COORDINATE EXACT LOCATION WITH PLUMBING CONTRACTOR PRIOR TO ROUGH -IN. 14 CONTRACTOR TO INSTALL CONDUIT TO EXISTING SERVICE TAP LOCATION AND TERMINATE CONDUIT PER PSE REQUIREMENTS. CONTRACTOR WILL NEED TO COORDINATE CONDUIT TERMINATION REQUIREMENTS WITH PSE PRIOR TO INSTALLATION OF 4"C AND 2/0 SVC CABLE. 148 CONTRACTOR SHALL FURNISH AND INSTALL THE DUAL EV CHARGER. THE DUAL EV CHARGER SHALL BE CHARGEPOINT CT4021 DUAL PORT K2 BOLLARD MOUNT. 149 ALL PSE TRANSFORMER AND VAULTS PROVIDED BY PSE. CONTRACTOR SHALL COORDINATE EXCAVATION OF VAULT PITS WITH PSE SERVICE DRAWING. DESIGNED BY: D. TAFTFARREN DRAWN BY: E. HAJAS 2 06/27/2025 EH DA DT ADDENDUM #2 CHECKED BY: 1 06/13/2025 EH DA DT ADDENDUM #1 D. ANDERSON 0 12/10/2024 EH DA DT ISSUED FORBID APPROVED BY: No. DATE DSN CHK APP REVISION D. TAFTFARREN .;acobs SUBMITTED BY: 6127125 R. PARGAS 1 DATE: 12/10/2024 Q w STmRIDE U U) C/) W J BRT General Engineering Consultant z LL REVIEWED BY: J. ALTCHECH SCALE: M;Vmr=" NTS FILENAME: S 1-BT120-E-v2020 SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ELECTRICAL PROJECT KEYNOTE LIST R-4332445 DEVELOPMENT ENGINEERING msippo 11 /25/2025 DRAWING NO.: BT120-EPNO04 FACILITY ID: BT120 SHEET No: REV: 523 2 N co co W 0 N O N w 0 N m co w C� I z ~I a Q I D m of 0 00 LO co a 0I N j ti U) M LO o N (0 o cY) N � I m GENERAL NOTES: 1. SEE SHEET BT120-EPS121 FOR SITE CONDUIT AND CONDUCTOR SCHEDULE. 2. SEE SHEET BT120-EPS104 FOR SITE LIGHTING CONDUIT AND CIRCUITING. 3. PROVIDE 5/8" X 10' COPPER GROUND ROD, #6 CU GND, AND EXOTHERMIC WELD TO ALL METAL BENCHES, BIKE RACKS, AND OTHER METAL OBJECTS LOCATED UNDER THE SCL POWER LINES. LN-1 BT120-HH-SL-05 ' ' 4. THE ELECTRICAL CONDUIT INFRASTRUCTURE IS COMPRISED OF 5,7 TWO DISTINCT AND PHYSICALLY SEPARATED SYSTEMS: ONE BT120-EPP212 DESIGNATED FOR KING COUNTY METRO (KCM) AND THE OTHER / FOR SOUND TRANSIT (ST). PROVIDE LABEL WITH THE BT120-HH-SL-06 RESPECTIVE OWNER'S IDENTIFICATION (KCM OR ST) IN BT120-HH-SL-10 / LN-1 ADDITION TO THE DISCIPLINE MARKER (ELECTRICAL) TO ALL 5,7 JUNCTION BOX LIDS. /LN-1 BT120-HH-SL-07 1 �5,7 BT120-HH-SL-08 i� KEY NOTES: BT120-EPP213 LN-1' �" �; 122 PROVIDE 5/8" X 10' COPPER GROUND ROD IN LIGHTING LN-2 5,7 BT120-EPP214 BT120-EPP215 %132 HANDHOLES LOCATED IN THE SCL EASEMENT AREA 6,8 TYP UNDER POWER LINES. BOND WITH #6 GND TO LIGHT BT120-HH-SL-09 r 5,7 BT120-HH-SL-04 POLE. BT120-HH-SL-19 BT120-HH-SL-20 BT120-HH-SL-21 BT120-HH-SL-22 BT120-HH-SL-23 13 ALL SITE LIGHTING CIRCUITS TO PANEL BT120-PB4-01 ON LN-1 THIS SHEET. � 5,7 zN_L�Ni 122 122122 LN-3 r 122BT120-HH-SL-11 6,8 BT120-N2-205 _ _�% -LN-1� _ _ _ _ _ _ - n 5,7 --LN-1;- - - - 5,7 140 PROVIDE GROUNDING FOR FENCE AT FENCE END 5,7 - - - - LN-1' - 5,7 _ POSTS, POSTS EVERY 160 FEET, AND POSTS ON EACH LN-2 �� BT120-HH-SL-12��,� � '� / � 5,7 I I - � 5,7 � L 5,7 6 g 1 �, LN-2 I L - - - - - J - - - -1 I SIDE OF AN SCL OVERHEAD LINE. SEE SHEET BT120-HH-SL-16 6,8 LN-1 ----= BT120-EPD111 FOR GROUNDING DETAIL. ;,, _ I S,7 I BT120-HH-SL-03 BT120-HH-SL-13 BT120-HHLV-15 - \ _ LN-2 I 141 CONDUIT GROUP INCLUDES CONDUIT TAGS: LN-1 I/ ®` 5,7 I BT120-N4-202 BT120-E4-202A BT120-E4-202B BT120-HH-SL-31 "r LN-2 LN-2 6,8 BT120-N2-209 5,7 BT120-HH-SL-25 2,4 BT120-HH-SL-14BT120-N2-201, BT120-SC-203, BT120-SC-204. _ 2 4 � � \ BT120-N2-208_ BT120-HH-SL-24 LN-1 I --_----- - --------- - - - - -J y/ BT120-HH-SL-82 BT120-HHLV-29 BT120-HH-SL-80 LN-2 LN-2 -122 122 10,12 142 CONDUIT GROUP INCLUDES CONDUIT TAGS: BT120-HH-SL-15 10,12 ' LN-1 BT120-HH-SL-17 N_1 10,12 BT120-HH-SL-30 - � 'BT120-E4-201A, BT120-E4-201B, BT120-E4-203, BT120-HH-SL-34 � a r' --_ 6 8 6,8 ---- BT120-SC-201, BT120-SC-202, BT120-N2-202. -- 1 � i-BT120-HH-SL-02 BT120-EVCS-01 BT120-HH-SL-27 s LN-2 �__ r � BT120-HH-SL-29 � - - 140 T120-PB2-06-1,3,2,4 122 143 CONDUIT GROUP INCLUDES CONDUIT TAGS: BT120-HH-SL-35 2,4 BT120-N2-204 122 O BT120-HH-SL-37 ° LN-2 BT120-HH-SL-32� / / ! BT120-N2-207 120-HH-SL-26 _1 - BT120-HH-SL-28 LN-1 BT120-N4-201A AND BT120-N4-201 B. 9_ LN-2 --- 2,4 2 r �� 10,12 10,12 122 LO LN-2 148 6,8 r � � �, ��- BN11 O-HH-SL-18 LN-2 � LN-2 147 CONTRACTOR TO INSTALL CONDUIT TO EXISTING 6,8 LO 2,4 \ \ ' �� Xy 6,8 6,8 122 122 9,11 BT120-HH-SL-01 SERVICE TAP LOCATION AND TERMINATE CONDUIT PER _ 1,3 BT120-N2-211 1 BT120-HH-SL-48 PSE REQUIREMENTS. CONTRACTOR WILL NEED TO - - 8 BT120-HH-SL-33 LN-2 ---� _ COORDINATE CONDUIT TERMINATION REQUIREMENTS LN-1 BT120-HHLV-14 10,12 / y I� 1 WITH PSE PRIOR TO INSTALLATION OF 4"C AND 2/0 SVC 2,4 BT120-N2-203 T120-HH-SL-42 140 CABLE. LO \ LN-2 LN-1 122 LN-1 2,4 BT120-HH-SL-36 ------ ----- - BT120-N2-206 6,8 10712 1,3 a BT120-N4-201C,D `BT120-HH-SL-86 LN-2 LN-2 :% 10,12 2 148 CONTRACTOR SHALL FURNISH AND INSTALL THE DUAL BT120-HH-SL-39 2,4 BT120-N2-210 ® BT120-N2-212 BT120-HH-SL-43 BT120-HH-SL-85 122 LN-2 122 �g EV CHARGER. THE DUAL EV CHARGER SHALL BE - - _ BT120-HHLV-28- 10,12` CHARGEPOINT CT4021 DUAL PORT BOLLARD MOUNT. BT120-HH-SL-49 BT120 HH SL-40 BT120 HHLV-27 BT120-HH-SL-41 �� LN-1 LN-2 140 LO � BT120-HHLV-13 LN-2 BT120-HH-SL-73 LN-1 , , 1,3 1,3 9,11 149 ALL PSE TRANSFORMER AND VAULTS PROVIDED BY PSE. 1 3-BT120-HH-SL-47 BT120-N4-203 - 1'3 LN-1 ` CONTRACTOR SHALL COORDINATE EXCAVATION OF BT 120-HHLV-26 BT120-E4-204 1,3 / VAULT PITS WITH PSE SERVICE DRAWING. BT 120-H H-S L-50 --- 141 -�° LN-1 BT120-HH-S -44 122 BT120-HH-SL-72 BT120-N4-204A B BT120-HH-SL-45 ' BT120-HH-SL-51 LN-2 1,3 , BT120-N -213 140 122 r' 313 TERMINATE AND CAP CONDUIT UNDERGROUND FOR BT120-HH-SL-53 -HHLV-12 1 FUTURE USE. PROVIDE MARKING SIGN ABOVE GRADE LN-2 2'4 BT120 142 PV1 1 4"C 2 - - - DENOTING THE BURIED CONDUIT END LOCATIONS. LO 2,4 BT120-HHSC-25 _ O 2 BT120 HH SL 46 BT120-GEN-01 BT120-HH-SL-79 �, BT120-HH-SL-71 1,3 BT120-HH-SL-78 122 LO BT120-HH-SL-52 `� LN-2 PV2 LN-1 LO LO -'1,3 BT120-HH-SL-57 1,3 149 1,3 _ 1,3` �9,11 LN-2 �L 1,3 31 BT120-HH-SL-7 (TYP) - / L- BT120-HH-SL-54 S 83 2'4 B -214 BT120-HH- - PV3 �� q BT120-HH-SL-58 NEW TRANSFORMER 2 BT120-HH-SL-55 120-PB2-03: 23 147 4"C, 2/0 SVC CABLE VAULT PER PSE C D LN-2 IRRIGATION PEDESTAL INSTALLED BY CUSTOMER DRAWING. PLATFORM J02 1,3 LN- LO LO� CONTRACTOR, E EXISTING VAULT - 1 1,3 BT120-HH-SL-75 1,3 CONNECTIONS BY PSE. 1 TO REMAIN (1) 4 C �; 1 3 BT120-HH-SL-76 F N BT120-HH-SL-74 G 313 LO H 40 20 0 40 80 1 1,3 CORE FACILITY GEN SCALE IN FEET KEY PLAN DEVELOPMENT ENGINEERING msippo 11 /25/2025 R-4332446 DESIGNED BY: SCALE: DRAWING NO.: D. TAFTFARREN TAFTF w 1"=40" STRIDE BUS RAPID TRANSIT o� BT120-ESP101 DRAWN BY: o FILENAME: SOUTH RENTON TRANSIT CENTER E. HAJAS Jacobs w J S1-BT120-E-v2020 BT105 FACILITY ID: 9 2 06/27/2025 EH DA DT ADDENDUM #2 CHECKED BY: BRT General Engineering Consultant z " SOUNDTRANSIT CONTRACT No.: ELECTRICAL BT120 1 06/13/2025 EH DA DT ADDENDUM #1 D. ANDERSON ��o �'��ss �Fc ST- 707�� `{� RTA/CN 0205-24 SITE PLAN SHEET No: REV: �R 0 12/10/2024 EH DA DT ISSUED FORBID APPROVED BY: N A L �� SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: SOUTH RENTON TRANSIT CENTER 524 2 No. DATE DSN CHK APP REVISION D. TAFTFARREN 6127125 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 co co O w J LL O� U) c� (I O N O N Ui 6 N m U) 'O N O N U) O .-2�I U O J �I Q � N ,I � U 0 Ln a N (n O L m 0 N � U 71 1 103 BT120-DBDC-111 BT120-DBSC-111 BT120-N2-106 129 101 BT120-HHLV-0 BT120-N2-102 BT120-DBDC-141 0 m :1 DO6 ------ ��-Z ... .... ..... .... ..... BT1 20-DBSC-1 31 BT120-DBDC-161 BT120-DBDC-171 T120-HH C-0 101 �10�1�129 BT120-HHLV-10 �► �� M�� .:=■��� /U - - - - - 7: 7 10 1 BT1 20-DBSC-1 51 BT1 20-DBSC-1 61 \ Z__�BT120-HHSC-11 101 - I 1 BT120-EPP231 I REC NO. 910%"13110844 20' PUBLIC UTILITY EASEMENT GENERAL NOTES: 1. SEE DWG BT120-ESP204, BT120- 201, AND BT120-EPD104 FOR DUCT BA PLAN, PROFILE, AND TRENCH DETAIL. 2. SEE DWG BT120- 123 FOR BEB CHARGING YARD CONDUI ND CONDUCTOR SCHEDULE. KEY ES: 1 BT120-HHLV-08 & BT120-HHLV-10 PULL BOXES FOR DC POWER CABLES; BT120-HHLV-09 & BT120-HHLV-11 PULL BOXES FOR AC AUXILIARY POWER, PE WIRE AND DATA CABLES. 103 (6)3" CONDUIT AND (3)3" SPARE CONDUIT FOR DC POWER CABLES FROM PULL BOX BT120-HHLV-08 OR BT120-HHLV-10 TO CHARGING ACM CONTROL MODULE ON GANTRY VERTICAL STRUCTURE. 104 (3)3" CONDUIT FOR AC AUXILIARY POWER, PE WIRE AND DATA CABLES FROM PULL BOX BT120-HHLV-09 OR BT1 20-HHLV-1 1 TO CHARGING ACM CONTROL MODULE ON GANTRY VERTICAL STRUCTURE. 105 (3)3" CONDUIT FOR AC AUXILIARY POWER, PE WIRE AND DATA CABLES FROM PULL BOX BT120-HHLV-09 OR BT120-HHLV-11 TO FUTURE CHARGING ACM CONTROL MODULE ON GANTRY VERTICAL STRUCTURE. CONDUIT STUB UP AT GANTRY SHALL BE PROTECTED WITH CONDUIT CAP. 106 (9)3" CONDUIT FOR FUTURE DC POWER CABLES FROM PULLBOX BT120-HHLV-08 OR BT120-HHLV-10 TO FUTURE CHARGING ACM CONTROL MODULE ON GANTRY VERTICAL STRUCTURE. CONDUIT STUB UP AT GANTRY SHALL BE PROTECTED WITH CONDUIT CAP. 129 SEE DETAIL 4, DWG BT120-EPD101 FOR VAULT DETAIL. 147 CONTRACTOR TO INSTALL CONDUIT TO EXISTING SERVICE TAP LOCATION AND TERMINATE CONDUIT PER PSE REQUIREMENTS. CONTRACTOR WILL NEED TO COORDINATE CONDUIT TERMINATION REQUIREMENTS WITH PSE PRIOR TO INSTALLATION OF 4"C AND 2/0 SVC CABLE. J06 BT120-EPP242 + + + + + 'F'r 0 00 00 0 0 00 00 0 0 00 o• + + + + + J_JJ J_J__J J_J__J J_J__J J_J_ + + + '+ + + + Pvi J [103] + I+ + o 0 0 0+ + PV2 II 147+ + + + + e + / C + + PLATFORM TRANSFORMER VAULT NEW TRANSF - - - - - - - - - - - - PER PSE CUSTOMER DRAWING. E + + + + + 0o4"C, 2/0 SVC CABLE INSTALLED F N + + + + + + + + + 1 BY CONTRACTOR, i K CONNECTIONS BY PSE. GANTRY + + + + + + �� / H 10 5 0 10 20 + + +.. +. + + + + CORE + : +. + + + ' FACILITY EQUIP YARD SCALE IN FEE SITE PLAN - ENLARGED KEY PLAN DEVELOPMENT ENGINEERING msippo 11 /25/2025 -1-1� SCALE: 1" = 10'-0" BT120-ESP101 R-4332447 DESIGNED BY: SCALE: DRAWING NO.: D. TAFTFARREN Q w 1" = 10' STRIDE BUS RAPID TRANSIT DRAWN BY: U FILENAME: SOUTH RENTON TRANSIT CENTER BT120-ESP401 E. HAJAS .JaCO S,4bf w J S1-BT120-E-v2020 BT105 FACILITY ID: CHECKED BY: BRT General Engineering Consultant SOUNDTRANSIT CONTRACT No.: ELECTRICAL BT120 1 06/13/2025 EH DA DT ADDENDUM #1 D. ANDERSON RTA/CN 0205-24 SHEET No: REV: 0 12/10/2024 EH DA DT ISSUED FORBID APPROVED BY: SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: SITE PLAN - ENLARGED EQUIPMENT YARD 525 1 No. DATE DSN CHK APP REVISION D. TAFTFARREN R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 N co co W 0 N O N W O N H m U W C� I H Z Q ry H I c) a ry I D am OI 0 00 LO co a CI c� O Cn o � LO O (N Cfl O cy) N co _ co m 1 06/13/2025 EH DA DT ADDENDUM #1 0 12/10/2024 JS LG DT ISSUED FOR BID No. I DATE I DSN I CHK I APP I REVISION DESIGNED BY: J. SAXER DRAWN BY: E. HAJAS CHECKED BY: L. GLASER APPROVED BY: D. TAFTFARREN AFT F pacobs 57079 ��A R"GIST BY- w� �sSI�NAL V, SUBMITTED BY: 6113125 R. PARGAS 1 BT120-ELP214 STmRIDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH Q w cn� W J J z SOUNDTRANSIT DATE: 12/10/2024 SCALE: 1 /32" = 1'-0" FILENAME: S 1-BT120-E-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 12/10/2024 PLATFORM E F G H CORE FACILITY GENERAL NOTES: 1. LT FIXTURES TO BE ATTACHED TO COLUMNS ARE TO BE MOUNTED SO THAT THEIR LENSES ARE 9'-0" ABOVE THE GROUND BELOW. ALIGN AND COORDINATE WITH ARCHITECTURE FOR PENETRATION, CONDUIT FEED AND MOUNTING SCREWS. 0 32 64 SCALE IN FEET R-4332448 nRA\Aiir. lr; Nn STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ELECTRICAL LIGHTING PLAN - OVERALL CANOPY BT120-ELP211 FACILITY ID: BT120 SHEET No: REV: 526 1 N C'7 0 W 0 N O N w 0 N H m U w C� �I Z Q ry H I 0 Q ry I D m 0 I 0 co 00 LO M a CI c� O Cn o � � O N Cfl O M N co _ co m 1 06/13/2025 EH DA DT ADDENDUM #1 0 12/10/2024 JS LG DT ISSUED FOR BID No. I DATE I DSN I CHK I APP I REVISION DESIGNED BY: J. SAXER DRAWN BY: E. HAJAS CHECKED BY: L. GLASER APPROVED BY: D. TAFTFARREN BT120-EPD107 N--" LIGHTING PLAN - SECTOR A SCALE: 1/8" = 1'-0" AFT F pacobs 57079 R&GISTBY- w� �sSI�NAL V, SUBMITTED BY: 6113125 R. PARGAS BT120-ELP211 STmRIDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH Q w cn� W J J z SOUNDTRANSIT DATE: 12/10/2024 SCALE: 1/8" = 1'-0" FILENAME: S 1-BT120-E-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 12/10/2024 C D PLATFORM JE F G H CORE FACILITY 7)111 KEY PLAN GENERAL NOTES: 1. LT FIXTURES TO BE ATTACHED TO COLUMNS ARE TO BE MOUNTED SO THAT THEIR LENSES ARE 9'-0" ABOVE THE GROUND BELOW. ALIGN AND COORDINATE WITH ARCHITECTURE FOR PENETRATION, CONDUIT FEED AND MOUNTING SCREWS. KEY NOTES: 301 ATTACH PHOTOCELL TO HORIZONTAL SUPPORT AT 11' ABOVE FINISHED GRADE, UNDER THE CANOPY WITH SENSOR AIMED NORTH. 30 CONNECT PHOTOCELL TO PANEL BT120-LCP-02 USING CAT6 CABLE RUN IN 3/4" CONDUIT. 31 USE CHASE PROVIDED BY STRUCTURAL AT COLUMNS FOR LIGHTING CONDUIT. SEE POWER SHEET BT120-EPP212 THROUGH BT120-EPP214 FOR CONDUIT PLAN. M N m J W LLJ Z_ p J T- 2 H V m Q � W W U) N 8 4 0 8 16 SCALE IN FEET DEVELOPMENT ENGINEERING msippo 11 /25/2025 R-4332449 :01 nRA\NINr; Mn STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ELECTRICAL LIGHTING PLAN - SECTOR A CANOPY BT120-ELP212 FACILITY ID: BT120 SHEET No: REV: 527 1 N C'7 0 W 0 N O N W O N H m co U W C� �I Z Q ry H I 0 W Q ry I D m of 0 co 00 LO co a CI c� O Cn o � LO O (N Cfl O cy) N co _ co m 1 06/13/2025 EH DA DT ADDENDUM #1 0 12/10/2024 JS LG DT ISSUED FOR BID No. I DATE I DSN I CHK I APP I REVISION T- N (L J u.i w z_ ' 0 J T- (j m Q � 0 W W U) DESIGNED BY: J. SAXER DRAWN BY: E. HAJAS CHECKED BY: L. GLASER APPROVED BY: D. TAFTFARREN 1.5 1.6 A BT120-EPE213 B I I BT120-EPE213 LIGHTING PLAN - SECTOR B SCALE: 1 /8" = 1'-0" AFT F pacobs 57079 R&GISTBY- w� �sSI�NAL V, SUBMITTED BY: 6113125 R. PARGAS BT120-ELP211 STmRIDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH Q w cn� W J J z SOUNDTRANSIT DATE: 12/10/2024 SCALE: 1/8" = 1'-0" FILENAME: S 1-BT120-E-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 12/10/2024 C D PLATFORM JE F G H CORE FACILITY 7)111 KEY PLAN GENERAL NOTES: 1. LT FIXTURES TO BE ATTACHED TO COLUMNS ARE TO BE MOUNTED SO THAT THEIR LENSES ARE 9'-0" ABOVE THE GROUND BELOW. ALIGN AND COORDINATE WITH ARCHITECTURE FOR PENETRATION, CONDUIT FEED AND MOUNTING SCREWS. KEY NOTES: 310 USE CHASE PROVIDED BY STRUCTURAL AT COLUMNS FOR LIGHTING CONDUIT. SEE POWER SHEET BT120-EPP212 THROUGH BT120-EPP214 FOR CONDUIT PLAN. N 8 4 0 8 16 SCALE IN FEET DEVELOPMENT ENGINEERING msippo 11 /25/2025 R-4332450 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ELECTRICAL LIGHTING PLAN - SECTOR B CANOPY DRAWING NO.: BT120-ELP213 FACILITY ID: BT120 SHEET No: REV: 528 1 N CY) C'7 0 W 0 N 0 N W O N H m co U W C� I H Z Q ry H I 0 W Q ry I D m of 0 co 00 LO co W 0I rn < c� U) o � L o (N o cY) N co �_ co m M N a J Ill W Z' 0 J N = 1- 0 00 F— a c� W W co GENERAL NOTES: 1. LT FIXTURES TO BE ATTACHED TO COLUMNS ARE TO BE MOUNTED SO THAT THEIR LENSES ARE 9'-0" ABOVE THE GROUND BELOW. ALIGN AND COORDINATE WITH ARCHITECTURE FOR PENETRATION, CONDUIT FEED AND MOUNTING SCREWS. 1.9 1.10 1.11 KEY NOTES: 1.12 1.13 310 1.14 1.15 USE CHASE PROVIDED BY STRUCTURAL AT COLUMNS FOR LIGHTING CONDUIT. SEE POWER SHEET BT120-EPP212 THROUGH BT120-EPP214 FOR CONDUIT PLAN. LIGHTING PLAN - SECTOR C SCALE: 1 /8" = 1'-0" BT120-ELP211 PLATFORM JE F G H CORE FACILITY 7)111 KEY PLAN D 1.E 8 4 0 8 16 SCALE IN FEET DEVELOPMENT ENGINEERING R-4332451 `'� msippo 11 /25/2025 DESIGNED BY: SCALE: DRAWING NO.: J. SAXER DAFT, STRIDE BUS RAPID TRANSIT �� SF Q w 1/8" = 1'-0° BT120-ELP214 DRAWN BY: l o 7 FILENAME: SOUTH RENTON TRANSIT CENTER E. HAJAS z vaCoS. w S1-BT120-E-v2020 BT105 FACILITY ID: CHECKED BY: A 57079 BRT General Engineering Consultant z " SOUNDTRANSIT CONTRACT No.: ELECTRICAL BT120 1 06/13/2025 EH DA DT ADDENDUM #1 L. GLASER �o� R�GISTER�ww RTA/CN 0205-24 SHEET No: REV: 0 12/10/2024 JS LG DT ISSUED FOR BID APPROVED BY: �SS'ONAL ESUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: LIGHTING PLAN - SECTOR C No. DATE DSN CHK APP REVISION D. TAFTFARREN 6113125 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CANOPY 529 1 N C'7 0 W 0 N 0 N W O N H m U) U W C� I H Z Q ry I 0 W Q ry I D m of 0 co 00 LO co W QI ti U) o � L o (N o cY) N co m 1 BT120-EPP212 1.1 1 BT120-EPP214 PLATFORM JE F G H CORE FACILITY 7)111 KEY PLAN GENERAL NOTES: 1. BT120-2-OXX DENOTES THE ELECTRICAL CONDUIT CALLOUT. SEE SHEET BT120-EPS122 FOR CONDUIT AND CONDUCTOR SCHEDULE. 2. ALL SOUND TRANSIT PLATFORM CIRCUITS ARE FED FROM PANEL BT120-PB2-04. SEE PANEL SCHEDULE ON SHEET BT120-EPS116. 3. SEE GENERAL NOTES, LEGEND, AND ABBREVIATIONS ON SHEET BT120-EPNO01. 4. SEE TELECOMM PLAN SHEETS BT120-JCP206 TO BT120-JCP209 FOR DESIGN OF CONDUITS AND BOXES SHOWN GREYED BACK ON THIS SHEET 5. INSTALL ALL UNDERGROUND CONDUIT WITHIN STRUCTURE FOOTPRINT ABOVE FOOTING. INSTALL AS CLOSE TO THE SURFACE OF THE FOOTING AS FEASIBLE. 6. THE ELECTRICAL CONDUIT INFRASTRUCTURE IS COMPRISED OF TWO DISTINCT AND PHYSICALLY SEPARATED SYSTEMS: ONE DESIGNATED FOR KING COUNTY METRO (KCM) AND THE OTHER FOR SOUND TRANSIT (ST). PROVIDE LABEL WITH THE RESPECTIVE OWNER'S IDENTIFICATION (KCM OR ST) IN ADDITION TO THE DISCIPLINE MARKER (ELECTRICAL) TO ALL JUNCTION BOX LIDS. 7. SEE SHEET BT120-EPS121 FOR HANDHOLE SCHEDULE. 8. SEE SHEET BT120-EPS104 FOR SITE LIGHTING CONDUIT AND CIRCUITING. 32 16 0 32 64 SCALE IN FEET DEVELOPMENT ENGINEERING R-4332452 msi ppo 11 /25/2025 DESIGNED BY: SCALE: DRAWING NO.: D. TAFTFARREN DAFT, STRIDE BUS RAPID TRANSIT �� SF Q w 1/32" = 1'-0° BT120-EPP211 DRAWN BY: l o 7 FILENAME: SOUTH RENTON TRANSIT CENTER C/) E. HAJAS z vaC� S. w -j S1-BT120-E-v2020 BT105 FACILITY ID: CHECKED BY: A 57079 BRT General Engineering Consultant z SOUNDTRANSIT CONTRACT No.: ELECTRICAL BT120 1 06/13/2025 EH DA DT ADDENDUM #1 D. ANDERSON �o� R�GISTEy- �ww RTA/CN 0205-24 SHEET No: REV: E 0 12/10/2024 EH DA DT ISSUED FOR BID APPROVED BY: oNaL SUBMITTED BY: DATE: REVIEWED BY: DPOWER PLAN ATE: SUBMITTAL DATE: CANOPY -OVERALL 530 1 No. DATE DSN CHK APP REVISION D. TAFTFARREN 6113125 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 N co co W 0 N O N LU 0 N H m U w C� �I Z Q ry H I 0 Q ry I D m OI 0 00 LO co a 0I ti Cn o � LO O (N Cfl O cy) N co _ co m 1 06/13/2025 EH DA DT ADDENDUM #1 0 12/10/2024 EH DA DT ISSUED FOR BID No. I DATE I DSN I CHK I APP I REVISION POWER PLAN - SECTOR A SCALE: 1 /8" = 1'-0" DESIGNED BY: D. TAFTFARREN DRAWN BY: E. HAJAS CHECKED BY: D.ANDERSON APPROVED BY: D. TAFTFARREN BT120-EPP211 AFT F pacobs 57079 ��A R"GISTER�� w� �sS%NAI ESUBMITTED BY: 6113125 R. PARGAS STmRIDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH Q w U)� W J J z SOUNDTRANSIT DATE: 12/10/2024 SCALE: 1/8" = 1'-0" FILENAME: S 1-BT120-E-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 12/10/2024 GENERAL NOTES: 1. BT120-2-OXX DENOTES THE ELECTRICAL CONDUIT CALLOUT. SEE SHEET BT120-EPS122 FOR CONDUIT AND CONDUCTOR SCHEDULE. 2. ALL SOUND TRANSIT PLATFORM CIRCUITS ARE FED FROM PANEL BT120-PB2-04. SEE PANEL SCHEDULE ON SHEET BT120-EPS116. 3. SEE GENERAL NOTES, LEGEND, AND ABBREVIATIONS ON SHEET BT120-EPNO01. 4. SEE TELECOMM PLAN SHEETS BT120-JCP206 TO BT120-JCP209 FOR DESIGN OF CONDUITS AND BOXES SHOWN GREYED BACK ON THIS SHEET 5. INSTALL ALL UNDERGROUND CONDUIT WITHIN STRUCTURE FOOTPRINT ABOVE FOOTING. INSTALL AS CLOSE TO THE SURFACE OF THE FOOTING AS FEASIBLE. 6. THE ELECTRICAL CONDUIT INFRASTRUCTURE IS COMPRISED OF TWO DISTINCT AND PHYSICALLY SEPARATED SYSTEMS: ONE DESIGNATED FOR KING COUNTY METRO (KCM) AND THE OTHER FOR SOUND TRANSIT (ST). PROVIDE LABEL WITH THE RESPECTIVE OWNER'S IDENTIFICATION (KCM OR ST) IN ADDITION TO THE DISCIPLINE MARKER (ELECTRICAL) TO ALL JUNCTION BOX LIDS. 7. SEE SHEET BT120-EPS121 FOR HANDHOLE SCHEDULE. 8. SEE SHEET BT120-EPS104 FOR SITE LIGHTING CONDUIT AND CIRCUITING. M T" KEY NOTES: N a 133 CONDUIT STUB UP THROUGH COLUMN a RACEWAY FOR LIGHTING AND VMS SIGNAGE. LLI L LLJ Z_ p J v- _ F- 1.B C� 00 Qa 0 w w U) --( 1.0 C D PLATFORM E F G H CORE FACILITY 7)111 KEY PLAN N 8 4 0 8 16 SCALE IN FEET DEVELOPMENT ENGINEERING R-4332453 msippo 11/25/2025 U1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ELECTRICAL POWER PLAN - SECTOR A CANOPY DRAWING NO.: BT120-EPP212 FACILITY ID: BT120 SHEET No: REV: 531 1 N co co W 0 N O N W O N H m co U W C� �I Z Q ry H I 0 W Q ry I D m of 0 co 00 LO co a 0I ti Cn o � LO O (N Cfl O cy) N co _ co m 1 06/13/2025 EH DA DT ADDENDUM #1 0 12/10/2024 EH DA DT ISSUED FOR BID No. I DATE I DSN I CHK I APP I REVISION DESIGNED BY: D. TAFTFARREN DRAWN BY: E. HAJAS CHECKED BY: D.ANDERSON APPROVED BY: D. TAFTFARREN POWER PLAN - SECTOR B SCALE: 1 /8" = V-0" AFT F pacobs 57079 ��A R"GISTER�� w� �sS%NAI ESUBMITTED BY: 6113125 R. PARGAS BT120-EPP211 STmRIDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH Q w U)� W J J z SOUNDTRANSIT DATE: 12/10/2024 SCALE: 1 /8"=1'-0" FILENAME: S 1-BT120-E-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 12/10/2024 GENERAL NOTES: 1. BT120-2-OXX DENOTES THE ELECTRICAL CONDUIT CALLOUT. SEE SHEET BT120-EPS122 FOR CONDUIT AND CONDUCTOR SCHEDULE. 2. ALL SOUND TRANSIT PLATFORM CIRCUITS ARE FED FROM PANEL BT120-PB2-04. SEE PANEL SCHEDULE ON SHEET BT120-EPS116. 3. SEE GENERAL NOTES, LEGEND, AND ABBREVIATIONS ON SHEET BT120-EPNO01. 4. SEE TELECOMM PLAN SHEETS BT120-JCP206 TO BT120-JCP209 FOR DESIGN OF CONDUITS AND BOXES SHOWN GREYED BACK ON THIS SHEET 5. INSTALL ALL UNDERGROUND CONDUIT WITHIN STRUCTURE FOOTPRINT ABOVE FOOTING. INSTALL AS CLOSE TO THE SURFACE OF THE FOOTING AS FEASIBLE. 6. THE ELECTRICAL CONDUIT INFRASTRUCTURE (E 1 IS COMPRISED OF TWO DISTINCT AND PHYSICALLY SEPARATED SYSTEMS: ONE _E DESIGNATED FOR KING COUNTY METRO KCM ' AND THE OTHER FOR SOUND TRANSIT (ST). PROVIDE LABEL WITH THE RESPECTIVE OWNER'S IDENTIFICATION (KCM OR ST) IN ADDITION TO THE DISCIPLINE MARKER a (ELECTRICAL) TO ALL JUNCTION BOX LIDS. N 7. SEE SHEET BT120-EPS121 FOR HANDHOLE p SCHEDULE. 8. SEE SHEET BT120-EPS104 FOR SITE LIGHTING N CONDUIT AND CIRCUITING. KEY NOTES: 133 CONDUIT STUB UP THROUGH COLUMN RACEWAY FOR LIGHTING AND VMS SIGNAGE. C D PLATFORM E F G H CORE FACILITY 7)111 KEY PLAN N 8 4 0 8 16 SCALE IN FEET R-4332454 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ELECTRICAL POWER PLAN - SECTOR B CANOPY DEVELOPMENT ENGINEERING msippo 11 /25/2025 Ul DRAWING NO.: BT120-EPP213 FACILITY ID: BT120 SHEET No: REV: 532 1 N co co W 0 N O N W O N H m co U W C� I H Z Q ry H I 0 W Q ry I D m of 0 00 LO co W 0I o �N ti U) o � LO o N (fl O cY) N co �_ co m GENERAL NOTES: 1. BT120-2-OXX DENOTES THE ELECTRICAL CONDUIT CALLOUT. SEE SHEET BT120-EPS122 FOR CONDUIT AND CONDUCTOR SCHEDULE. 2. ALL SOUND TRANSIT PLATFORM CIRCUITS ARE FED FROM PANEL BT120-PB2-04. SEE PANEL SCHEDULE ON SHEET BT120-EPS116. 3. SEE GENERAL NOTES, LEGEND, AND ABBREVIATIONS ON SHEET BT120-EPNO01. 4. SEE TELECOMM PLAN SHEETS BT120-JCP206 TO BT120-JCP209 FOR DESIGN OF CONDUITS AND BOXES SHOWN GREYED BACK ON THIS SHEET 1.8 1.9 1.10 1.12 5. INSTALL ALL UNDERGROUND CONDUIT WITHIN STRUCTURE FOOTPRINT ABOVE FOOTING. 1.13 1.14 INSTALL AS CLOSE TO THE SURFACE OF THE 1.15 FOOTING AS FEASIBLE. 6. THE ELECTRICAL CONDUIT INFRASTRUCTURE IS COMPRISED OF TWO DISTINCT AND 'rSICALLY SEPARATED SYSTEMS: ONE ')IGNATED FOR KING COUNTY METRO (KCM) ) THE OTHER FOR SOUND TRANSIT (ST). )VIDE LABEL WITH THE RESPECTIVE NER'S IDENTIFICATION (KCM OR ST) IN )ITION TO THE DISCIPLINE MARKER CTRICAL) TO ALL JUNCTION BOX LIDS. BT120-EPE214 POWER PLAN - SECTOR C SCALE: 1/8" = 1'-0" BT120-EPP211 PLATFORM E F G H CORE FACILITY 7)111 KEY PLAN D SHEET BT120-EPS121 FOR HANDHOLE �EDULE. SHEET BT120-EPS104 FOR SITE LIGHTING JIT AND CIRCUITING. 4OTES: CONDUIT STUB UP THROUGH COLUMN RACEWAY FOR LIGHTING AND VMS SIGNAGE. 8 4 0 8 16 SCALE IN FEET DEVELOPMENT ENGINEERING R-4332455 msippo 11 /25/2025 _U1 DESIGNED BY: SCALE: DRAWING NO.: D. TAFTFARREN DAFT, STRIDE BUS RAPID TRANSIT �� SF Q w 1/8" = 1'-0° BT120-EPP214 DRAWN BY: l o 7 FILENAME: SOUTH RENTON TRANSIT CENTER C/) E. HAJAS z vaC� S. w _j S1-BT120-E-v2020 BT105 FACILITY ID: CHECKED BY: A 57079 BRT General Engineering Consultant z " SOUNDTRANSIT CONTRACT No.: ELECTRICAL BT120 1 06/13/2025 EH DA DT ADDENDUM #1 D. ANDERSON �o� R"cISTER-° �ww RTA/CN 0205-24 SHEET No: REV: 0 12/10/2024 EH DA DT ISSUED FORBID APPROVED BY: �SSJ�NAL V, SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: POWER PLAN -SECTOR C No. DATE DSN CHK APP REVISION D. TAFTFARREN 6113125 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CANOPY 533 1 CV CY) C'7 0 W 0 N 0 N W O N H m co U W C� I H Z Q ry H I 0 W Q ry I D m of 0 co 00 LO co W 0I cY) �N ti U) o � L o (N o cY) N co �_ co m C BT120-EGS101 a W 6 r H 7., 0 W W U) POWER PLAN - SECTOR D SCALE: 1 /8" = 1'-0" BT120-EPP211 PLATFORM JE F G H CORE FACILITY 7)111 KEY PLAN GENERAL NOTES: 1. BT120-2-OXX DENOTES THE ELECTRICAL CONDUIT CALLOUT. SEE SHEET BT120-EPS122 FOR CONDUIT AND CONDUCTOR SCHEDULE. 2. ALL SOUND TRANSIT PLATFORM CIRCUITS ARE FED FROM PANEL BT120-PB2-04. SEE PANEL SCHEDULE ON SHEET BT120-EPS116. 3. SEE GENERAL NOTES, LEGEND, AND ABBREVIATIONS ON SHEET BT120-EPNO01. 0 SEE TELECOMM PLAN SHEETS BT120-JCP206 TO BT120-JCP209 FOR DESIGN OF CONDUITS AND BOXES SHOWN GREYED BACK ON THIS SHEET INSTALL ALL UNDERGROUND CONDUIT WITHIN STRUCTURE FOOTPRINT ABOVE FOOTING. INSTALL AS CLOSE TO THE SURFACE OF THE FOOTING AS FEASIBLE. THE ELECTRICAL CONDUIT INFRASTRUCTURE IS COMPRISED OF TWO DISTINCT AND PHYSICALLY SEPARATED SYSTEMS: ONE DESIGNATED FOR KING COUNTY METRO (KCM) AND THE OTHER FOR SOUND TRANSIT (ST). PROVIDE LABEL WITH THE RESPECTIVE OWNER'S IDENTIFICATION (KCM OR ST) IN ADDITION TO THE DISCIPLINE MARKER (ELECTRICAL) TO ALL JUNCTION BOX LIDS. SEE SHEET BT120-EPS121 FOR HANDHOLE SCHEDULE. .—SEE SHEET BT120-EPS104 FOR SITE LIGHTING ;ONDUIT AND CIRCUITING. 8 4 0 8 16 SCALE IN FEET DEVELOPMENT ENGINEERING R-4332456 msippo 11 /25/2025 DESIGNED BY: SCALE: DRAWING NO.: D. TAFTFARREN DAFT, STRIDE BUS RAPID TRANSIT �� SF Q w 1/8" = 1'-0° BT120-EPP215 DRAWN BY: l o 7 FILENAME: SOUTH RENTON TRANSIT CENTER C/) E. HAJAS z vaC� S. w _j S1-BT120-E-v2020 BT105 FACILITY ID: CHECKED BY: A 57079 BRT General Engineering Consultant z U_SOUNDTRANSIT CONTRACT No.: ELECTRICAL BT120 1 06/13/2025 EH DA DT ADDENDUM #1 D. ANDERSON �o� REGISTER 10 �ww RTA/CN 0205-24 SHEET No: REV: 0 12/10/2024 EH DA DT ISSUED FORBID APPROVED BY: �SSJ�NAL SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: POWER PLAN - SECTOR D No. DATE DSN CHK APP REVISION D. TAFTFARREN 6113125 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CANOPY 534 1 N C'7 0 W 0 N O N LU 0 N H m U w C� �I Z Q ry H I 0 Q_ Q ry I D m of 0 00 LO co a 0I �n O Cn o -n LO O (N Cfl O cy) N co _ co m SYSTEMS CABINET BT120-LCP-02 BT120-P BT120-2-002 BT120-2-003 1 06/13/2025 EH DA DT ADDENDUM #1 0 12/10/2024 EH DA DT ISSUED FORBID No. DATE DSN CHK APP REVISION BT120-2-019 BT120-2-020 POWER ELEVATION - CANOPY A FACING SOUTH SCALE: 3/16" = V-0" LIGHT (TYP) BT120-2-004 BT 120-H H LV-23 BT120-2-005 POWER ELEVATION- CANOPY A FACING NORTH SCALE: 3/16" = 1'-0" DESIGNED BY: D. TAFTFARREN DRAWN BY: E. HAJAS CHECKED BY: D.ANDERSON APPROVED BY: D. TAFTFARREN BT120-ELP212 BT120-ELP212 AFT F pacobs 57079 ��A R"GIST BY- w� �sSI�NAL V, SUBMITTED BY: 6113125 R. PARGAS BT120-2-012 BT120-2-013 STmRIDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH OS CABINET T120-LCP-02 T120-PB2-04 LJI Q W cn� W J J z SOUNDTRANSIT DATE: 12/10/2024 1 SCALE: 3/16" = 1'-0" FILENAME: S 1-BT120-E-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 12/10/2024 L C D PLATFORM JE F G H CORE FACILITY 7)111 KEY PLAN GENERAL NOTES: 1. BT120-2-OXX DENOTES THE ELECTRICAL CONDUIT CALLOUT. SEE SHEET BT120-EPS122 FOR CONDUIT AND CONDUCTOR SCHEDULE. 2. ALL SOUND TRANSIT PLATFORM CIRCUITS ARE FED FROM PANEL BT120-PB2-04. SEE PANEL SCHEDULE ON SHEET BT120-EPS116. 3. SEE GENERAL NOTES, LEGEND, AND ABBREVIATIONS ON SHEET BT120-EPNO01. 4. SEE TELECOMM PLAN SHEETS BT120-JCP206 TO BT120-JCP209 FOR DESIGN OF CONDUITS AND BOXES SHOWN GREYED BACK ON THIS SHEET 5. INSTALL ALL UNDERGROUND CONDUIT WITHIN STRUCTURE FOOTPRINT ABOVE FOOTING. INSTALL AS CLOSE TO THE SURFACE OF THE FOOTING AS FEASIBLE. 6. THE ELECTRICAL CONDUIT INFRASTRUCTURE IS COMPRISED OF TWO DISTINCT AND PHYSICALLY SEPARATED SYSTEMS: ONE DESIGNATED FOR KING COUNTY METRO (KCM) AND THE OTHER FOR SOUND TRANSIT (ST). PROVIDE LABEL WITH THE RESPECTIVE OWNER'S IDENTIFICATION (KCM OR ST) IN ADDITION TO THE DISCIPLINE MARKER (ELECTRICAL) TO ALL JUNCTION BOX LIDS. 7. SEE SHEET BT120-EPS121 FOR HANDHOLE SCHEDULE. 8. SEE SHEET BT120-EPS104 FOR SITE LIGHTING CONDUIT AND CIRCUITING. N 8 4 0 8 SCALE IN FEET DEVELOPMENT ENGINEERING R-4332457 I msippo 11/25/2025 U1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ELECTRICAL POWER ELEVATION- SECTOR A CANOPY DRAWING NO.: BT120-EPE212 FACILITY ID: BT120 SHEET No: REV: 535 1 N C'7 0 W 0 N O N W O N H m U W C� �I Z Q ry H I 0 W Q ry I D m OI 0 00 LO co a 0I �n O Cn o � LO O (N Cfl O cy) N co _ co m 1 06/13/2025 EH DA DT ADDENDUM #1 0 12/10/2024 EH DA DT ISSUED FOR BID No. I DATE I DSN I CHK I APP I REVISION KCM-2-006 B1120-2-020 POWER ELEVATION -CANOPY B FACING SOUTH SCALE: 3/16" = 1'-0" BT120-ELP213 POWER ELEVATION -CANOPY B FACING NORTH SCALE: 3/16" = 1'-0" DESIGNED BY: D. TAFTFARREN DRAWN BY: E. HAJAS CHECKED BY: D.ANDERSON APPROVED BY: D. TAFTFARREN BT120-ELP213 AFT F pacobs 57079 ��A R"GISTER�� w� �sS%NAI ESUBMITTED BY: 6113125 R. PARGAS ;K CABINET 4b5TmRIDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH Q w U)� W J J z SOUNDTRANSIT DATE: 12/10/2024 SCALE: 3/16" = 1'-0" FILENAME: S 1-BT120-E-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 12/10/2024 C D PLATFORM JE F G H CORE FACILITY 7)111 KEY PLAN GENERAL NOTES: 1. BT120-2-OXX DENOTES THE ELECTRICAL CONDUIT CALLOUT. SEE SHEET BT120-EPS122 FOR CONDUIT AND CONDUCTOR SCHEDULE. 2. ALL SOUND TRANSIT PLATFORM CIRCUITS ARE FED FROM PANEL BT120-PB2-04. SEE PANEL SCHEDULE ON SHEET BT120-EPS116. 3. SEE GENERAL NOTES, LEGEND, AND ABBREVIATIONS ON SHEET BT120-EPNO01. 4. SEE TELECOMM PLAN SHEETS BT120-JCP206 TO BT120-JCP209 FOR DESIGN OF CONDUITS AND BOXES SHOWN GREYED BACK ON THIS SHEET 5. INSTALL ALL UNDERGROUND CONDUIT WITHIN STRUCTURE FOOTPRINT ABOVE FOOTING. INSTALL AS CLOSE TO THE SURFACE OF THE FOOTING AS FEASIBLE. 6. THE ELECTRICAL CONDUIT INFRASTRUCTURE IS COMPRISED OF TWO DISTINCT AND PHYSICALLY SEPARATED SYSTEMS: ONE DESIGNATED FOR KING COUNTY METRO (KCM) AND THE OTHER FOR SOUND TRANSIT (ST). PROVIDE LABEL WITH THE RESPECTIVE OWNER'S IDENTIFICATION (KCM OR ST) IN ADDITION TO THE DISCIPLINE MARKER (ELECTRICAL) TO ALL JUNCTION BOX LIDS. 7. SEE SHEET BT120-EPS121 FOR HANDHOLE SCHEDULE. 8. SEE SHEET BT120-EPS104 FOR SITE LIGHTING CONDUIT AND CIRCUITING. N 8 4 0 8 SCALE IN FEET DEVELOPMENT ENGINEERING R-4332458 msippo 11 /25/2025 U1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ELECTRICAL POWER ELEVATION - SECTOR B CANOPY DRAWING NO.: BT120-EPE213 FACILITY ID: BT120 SHEET No: REV: 536 1 CV CY) C'7 0 W 0 N O N w 0 N H m co U w C� �I Z Q ry H I a Q ry I D m of 0 00 LO co Q_ 0CY) I (p � ti U) o � L o (N O cY) N co �_ co m 9 9 - NETWORK CABINET BT1 -VMS-15 (NIC 1 BT120-VMS-16 BT120-2-033 (NIC) KCM-2-010 KCM-2-009 BT120-2-030 \ 1 KCM-2-003 -q KCM-PB2-03 BT120-H H LV-30 BT120-HHLV-17 CM-2-003 BT1 -2-026 BT1 20-N2 208 KCM-2-004 BT120-2-033 BT120-2-031 BT120-VMS-09 (NIC) BT120-VMS-10 (NIC) 9 BT 120-H H LV-22 LIGHT (TYP) �m� BT120-VMS-11 (NIC) BT120-VMS-12 (NIC) 9 POWER ELEVATION- CANOPY C FACING SOUTH SCALE: 1 /8" = 1'-0" LIGHT (TYP) 0 BT120-2-027 POWER PLAN- CANPOPY C FACING NORTH SCALE: 1 /8" = 1'-0" BT120-2-025 BT120-2-028 BT120-2-029 BT120-ELP213 BT 120-H H LV-32 � o KCM-2-008 BT120-2-031 BT120-ELP214 BT120-HHLV-31 BT 120-H H LV-21 KCM-PB2-03�� KCM-2-007 61. BT120-2-032 BT120-VMS-1.3 BT120-VMS-14 (NIC) , . KCM-2-011 KCM-2-001 KCM-2-002 I 1 PLATFORM E F G D GENERAL NOTES: 1. BT120-2-OXX DENOTES THE ELECTRICAL CONDUIT CALLOUT. SEE SHEET BT120-EPS122 FOR CONDUIT AND CONDUCTOR SCHEDULE. 2. ALL SOUND TRANSIT PLATFORM CIRCUITS ARE FED FROM PANEL BT120-PB2-04. SEE PANEL SCHEDULE ON SHEET BT120-EPS116. 3. SEE GENERAL NOTES, LEGEND, AND ABBREVIATIONS ON SHEET BT120-EPNO01. 4. SEE TELECOMM PLAN SHEETS BT120-JCP206 TO BT120-JCP209 FOR DESIGN OF CONDUITS AND BOXES SHOWN GREYED BACK ON THIS SHEET 5. INSTALL ALL UNDERGROUND CONDUIT WITHIN STRUCTURE FOOTPRINT ABOVE FOOTING. INSTALL AS CLOSE TO THE SURFACE OF THE FOOTING AS FEASIBLE. 6. THE ELECTRICAL CONDUIT INFRASTRUCTURE IS COMPRISED OF TWO DISTINCT AND PHYSICALLY SEPARATED SYSTEMS: ONE DESIGNATED FOR KING COUNTY METRO (KCM) AND THE OTHER FOR SOUND TRANSIT (ST). PROVIDE LABEL WITH THE RESPECTIVE OWNER'S IDENTIFICATION (KCM OR ST) IN ADDITION TO THE DISCIPLINE MARKER (ELECTRICAL) TO ALL JUNCTION BOX LIDS. 7. SEE SHEET BT120-EPS121 FOR HANDHOLE SCHEDULE. 8. SEE SHEET BT120-EPS104 FOR SITE LIGHTING CONDUIT AND CIRCUITING. N H 8 4 0 8 16 WGEN-""/ CORE FACILITY SCALE IN FEET KEY PLAN DEVELOPMENT ENGINEERING R-4332459 msippo 11/25/2025 kil DESIGNED BY: SCALE: DRAWING NO.: D. TAFTFARREN DAFT, STRIDE BUS RAPID TRANSIT �� SF Q -jmu: 1/8° = 1'-0° BT120-EPE214 DRAWN BY: l o 7 FILENAME: SOUTH RENTON TRANSIT CENTER E. HAJAS z vaC� S. C/) w -j S1-BT120-E-v2020 BT105 FACILITY ID: CHECKED BY: A 57079 BRT General Engineering Consultant z SOUNDTRANSIT CONTRACT No.: ELECTRICAL BT120 1 06/13/2025 EH DA DT ADDENDUM #1 D. ANDERSON �0 RtcISTEV-, �ww RTA/CN 0205-24 SHEET No: REV: 0 12/10/2024 EH I DA DT I ISSUED FORBID APPROVED BY: �SSJ�NAL ESUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: POWER ELEVATION -SECTOR C No. DATE DSN CHK APP REVISION D. TAFTFARREN 6113125 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CANOPY 537 1 N cy) O 0 LU 0 N O N W O N H m U W C� �I z ry H I W Q ry I D m OI 0 00 LO co W CI U) o � LO O (N Cfl O cy) N o� co m BT120-PB2-0: L- 312 C2.J BT120-EPD107 "14411111K 303 304 P BT120-PB2-03: 1 ------ --L-- T LB LB ELECTRICAL. 307 BT120L1209 I LB LB-E STORAGE 1 n I I 1 06/13/2025 EG DA DT ADDENDUM #1 0 12/10/2024 JS LG DT ISSUED FOR BID No. DATE DSN CHK APP REVISION IT LT I I BT120-PB2-03:4 I— V('KA_DR')_nA- 11 DESIGNED BY: J. SAXER DRAWN BY: E. HAJAS CHECKED BY: L. GLASER APPROVED BY: D. TAFTFARREN OPERATOR RFSTRnnM RT1')0_DR')_0'Z• 1 BT120-PB2-03: 4 OPERATOR RFSTRnOM pacobs �57079 R&GISTEY- tU� �sSI�NAL ESUBMITTED BY: DATE: 6113125 R. PARGAS 12/10/2024 OPERATOR RFSTRnnM OPERATOR REs TROOM 4b5Tm)?IDE BRT General Engineering Consultant REVIEWED BY: J. ALTCHECH JANITOR BT120L1203 FR-T1 qn-PR7-n�• 9 ROOM BT120072770727] SCALE: Q w mrr 3/16" = 1'-0" Q FILENAME: cn� w J S 1-BT120-E-v2020 z U- SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 KEY NOTES: 303 ATTACH PHOTOCELL TO EXTERIOR WALL AT 11' ABOVE FINISHED GRADE WITH SENSOR AIMED NORTH. 304 CONNECT PHOTOCELL TO PANEL BT120-LCP-01 USING CAT6 CABLE RUN IN 3/4" CONDUIT. 30 PENDANT MOUNT FIXTURE(S) TO HANG 10' 0" AFF FROM TOP OF FIXTURE. 30 PENDANT MOUNT FIXTURES TO HANG 8' 0" AFF FROM TOP OF FIXTURE. 309 PENDANT MOUNT FIXTURES TO HANG 8' 6" AFF FROM TOP OF FIXTURE. 311 MOUNT FIXTURE SO IT IS MOUNTED 8' 0" AFG COORDINATE WITH ARCHITECTURE. 31 MOUNT FIXTURE SO IT IS MOUNTED 10' 0" AFG. COORDINATE WITH ARCHITECTURE. BT120-PB2 311 LT a II BT120-PB2-03: 4 t� SEC STORAGE BT120L1201 C D PLATFORM E AG -03:4 r---- LT II IN T J LM-1 E I °0 0° LM-1 �I ET120-PB2-01_11 H 8 4 0 8 CORE FACILITY WGEN-A,,/ SCALE IN FEET KEY PLAN DEVELOPMENT ENGINEERING R-4332460 msippo 11 /25/2025 kil STRIDE BUS RAPID TRANSIT DRAWING NO.: SOUTH RENTON TRANSIT CENTER BT120-ELP221 BT105 FACILITY ID: ELECTRICAL BT120 SHEET No: REV: LIGHTING PLAN CORE FACILITY 538 1 N co co W 0 N O N W O N H m U W Z Q Ir I 0 a Q IY I m o' 0 co 00 LO co a CI N ti Cn o � LO O (N Cfl O cy) N co _ co m 2.1 2.2 2.3 1 2.5 �2.6 2.7) 1 2.8 BT120-EPP223 BT120-EPP222 I I I I I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � — — — — — — — — — — — — — — — — — — TI I I I 1 06/13/2025 EH DA DT ADDENDUM #1 0 12/10/2024 EH DA DT ISSUED FOR BID No. I DATE I DSN I CHK I APP I REVISION DESIGNED BY: D. TAFTFARREN DRAWN BY: E. HAJAS CHECKED BY: D.ANDERSON APPROVED BY: D. TAFTFARREN AFT F pacobs 57079 R�GISTBR�� tU� �sSI�NAL ESUBMITTED BY: 6113125 R. PARGAS STmRIDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH Q w U)� W J J z SOUNDTRANSIT DATE: 12/10/2024 SCALE: 3/16" = 1'-0" FILENAME: S 1-BT120-E-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 12/10/2024 KEY PLAN KEY NOTES: 119 MOUNT GFCI RECEPTACLES HORIZONTALLY ABOVE COUNTER AT 36" AFF. 120 LOCATE DISCONNECT SWITCH BENEATH TANKLESS WATER HEATER. SEE PLUMBING PLANS DETAIL 6/BT120-MPD001. 123 INDOOR UNIT POWERED BY OUTDOOR UNIT. PROVIDE 4-WIRE #14 AWG CABLE BETWEEN INDOOR AND OUTDOOR MECHANICAL UNIT. SEE MECHANICAL SHEET BT120-MHS002 PLANS FOR INDOOR/OUTDOOR UNIT PAIRING D .0 2-01: 9 ,2-01: 8 ,2-01: 7 ,2-01: 6 .F� ®N 8 4 0 8 SCALE IN FEET DEVELOPMENT ENGINEERING R-4332461 msippo 11 /25/2025 U1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ELECTRICAL POWER PLAN CORE FACILITY DRAWING NO.: BT120-EPP221 FACILITY ID: BT120 SHEET No: REV: 539 1 N co co O W 0 N O N W O N H m co U W C� I H Z Q ry I W Q ry I D m of 0 00 LO co W CI o �c� ti U) o � L o (N O cy) N co �_ co m A )OL. BT120-EGS102 (2�D BT120-PB2-03: 9 BT120-HPMP-02 BT120-SWBD-02:17,19 BT120-HPMP-01 BT120-SWBD-02: 13,15 BT120-HPMP-04 KCM-PB2-04:12,14 BT120-HPMP-03 BT120-SWBD-02: 21,23 O P E RATO R �-� OPERATOR OPERATOR RESTROOM RESTROOM RESTROOM BT1201_12C7 BT120L1206 BT120L1205 BT120-EWH-01 BT120-SWBD-02:14, 16 BT120-PB2-03:6 �4,"-BT1IX 20-PB2-03:6 BT120-PB2-03: 1 2.7 J BT120-HPMP-06 BT120-SWBD-02: 33,35 BT120-HPMP-05 BT120-PB2-05:12, 14 BT120-HPMP-07 BT120-SWBD-02: 37,39 I II IP � 1 BT- - mL::- BT120-DISC-� BT120-ERU-01 BT 20 DISC-07 ;NEMA NEMA _ _ _ NEMA W BT120-ACU-46 124 OPERATOR RESTROOM BT120L1204 0 IN - N BT120-EWH-02 ® BT120-SWBD-02:18, 20 BT120-PB2-03:_6_ x POWER PLAN - SECTOR F SCALE: 3/8" = 1'-0" I �� BT120-EWH-05 BT120-SWBD-02: 26, 28, 30 KEY NOTES: 120 LOCATE DISCONNECT SWITCH BENEATH TANKLESS WATER HEATER. SEE PLUMBING PLANS DETAIL 6/BT120-MPD001. 124 INDOOR UNIT POWERED BY BT120-HPMP-06 BRANCH UNIT. PROVIDE 3#14 AWG PLUS #14 AWG GND CABLE BETWEEN INDOOR UNIT AND BRANCH UNIT. SEE MECHANICAL SHEET BT120-MHS001 FOR CONNECTION SCHEMATIC. 144 PROVIDE RECEPTACLE FOR FLOOD CONTROL (21 SYSTEM. COORDINATE EXACT LOCATION WITH PLUMBING CONTRACTOR PRIOR TO ROUGH -IN. T120-PB2-03: 9 BT120-HPMP-06 BT120-HTR-02 BT120-PB2-03: 10,12 BT120-EWH-06 ® BT120-PB2-03: 15 BT120-PB2-03: 5 BRANCH UNIT BT120-PB2-03: 6 BT120-HPMP-06 -ACU-56 BT120-PB2-03: 11,13 124 gT120-EWH-03 SEC BRANCH UNIT STORAGE BT120-SWBD-02: 22, 24 C12�0 �/�u BT120L1201 BT120-PB2-03: 25 14 BT120-DISC-08 BT1 20-PB2-03: 6 4 < JANITOR LACTATION BT120i iwvaROOM BT120L1202 i fl 11 41 BT120-HTR-01 BT120-PB2-03: 8 BT120-Pb2-03: 6 ® — — — — BT120-EPP221 C D PLATFORM E F G H 4 2 0 4 CORE FACILITY WGEN-""/ SCALE IN FEET KEY PLAN DEVELOPMENT ENGINEERING R-4332462 msippo 11/25/2025 kil DESIGNED BY: SCALE: DRAWING NO.: D. TAFTFARREN DAFT, STRIDE BUS RAPID TRANSIT �� s F < _j 3/8"=1'-0" BT120-EPP222 DRAWN BY: l o 7 FILENAME: SOUTH RENTON TRANSIT CENTER C/) E. HAJAS z vaC� S. w S1-BT120-E-v2020 BT105 FACILITY ID: CHECKED BY: A 57079 BRT General Engineering Consultant z " SOUNDTRANSIT CONTRACT No.: ELECTRICAL BT120 1 06/13/2025 EH DA DT ADDENDUM #1 D. ANDERSON �o� R�cISTER�° �ww RTA/CN 0205-24 SHEET No: REV: 0 12/10/2024 EH DA DT ISSUED FORBID APPROVED BY: �SSJONAL ESUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: POWER PLAN - SECTOR F No. DATE DSN CHK APP REVISION D. TAFTFARREN 6113125 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CORE FACILITY 540 1 N co co W 0 N 0 N Iil 0 N m U) U w CAI z ~I I m of 0 co 00 LO co a 0I c� ti U) o � L o (N o cY) N co �_ co m A BT120-EGS102 1-1 2.1 2.2 i 2.3 2.4 2.5 BT120-ACU-02 T/ /--BT120-PB2-03:18 ---- 137 BT120-PB2-03:16 BT120-ATS-01 BT120-SWBD-01 BT120-SWGR-01 1 C BT120-EPE221 BT120-T-01 /A R BT120-SWBD-02 BT120-LCP-01 T _ _ ►ten®®®®®®®� �� = = = = =E 7® e _ ®®®® ®®®�®®®®— _ = 7®® = = = = -_ RNMEWAMA NOWWWWW MOM D BT120-EPE221 0 BT120-T t)4� BT120-EPE221 BT120-PB2-03 1\\\ BT120-UPS-01 20KW UPS 15KVA KMFR L5-30R L5-30R F KCM-PB2-04: 2 ®® KCM-PB2-04:4 - BT120-PB2-05: 22 I � BT12 - R-01A BT120-CR-01B +5411 L5-30R L5-30R +54" BT120-PB2-05: 20 BT1 20-PB2-05: 7 BT1 20-PB2-05: 9 L5-30R L5-30R KCM-PB2-04:3 KCM-PB2-04:5 KCM-T-02 ®® L5-30R—BT120-PB2-05: 4 KCM-PB2-04: 1 KCM-PB2-04: 7 BT120-CR-04A f L5-30R BT12 �R-02A BT120-CR-02B +54" - KCM-PB2-02 BT120 PB2-05: 11 L5-30R L5-30R BT120-ACU 05 ELECTRICAL ® ® BT1 20-PB2-05: 6 BT1 20-PB2-05: 8 L5-30R >= L5-30R TELECOM BT1201-1209 KCM-PB2-04: 6_ KCM-PB2-04: 8 ® BT120L1208 m� + BT120-BMS-01 L5-30R I BT120-CR-04B 48 BT120-PB2-05:15 ® ® KCM-PB2-04: 9 TELcuum L5-30R BT124L5-30R -03A BT120-CR-03B KCM-UPS-1 - BT120L120 BT120-PB2-05:13 L5-30R 8KW UPS 121 (TYPICAL FOR BT1 20-PB2-05: 3 BT1 20-PB2-05: 5 'Ll TELECOM ROOM) KCM-MBP-01 123 BT120-ACU-03 1 1 1 BT1 20-PB2-02 BT120-ACU-04 �I I .cam 1, BT120-PB2-05 BT120-ACP-01 BT120-PB2-05.-t KCM-PB2-04: 10 BT120-PB2-05: 2 ,<*, 2.G i CR KEY NOTES: 121 INSTALL RECEPTACLES TO BOTTOM SIDE OF POWER PLAN -ENLARGED ELECTRICAL ROOM q CABLE TRAY. COORDINATE WITH DIV 27 138 8"X8"X6" NEMA 3R ENCLOSURE FOR PSE CONTRACTOR INSTALLING THE CABLE TRAY. ANTENNA. MOUNT ON OUTSIDE WALL 8' TO 10' SCALE: 1/2" = 1'-0" BT12�� 221 e TYPICAL OF RACK RECEPTACLES IN ALL IT ABOVE FINISHED GRADE. C D ROOMS. PLATFORM - 139 PROVIDE 2" CONDUIT FROM NEMA 3R E 12 INDOOR UNIT POWERED BY OUTDOOR UNIT. ENCLOSURE STUBBED INTO ELECTRICAL 1 N )) PROVIDE 4-WIRE #14 AWG CABLE BETWEEN ROOM ABOVE PLYWOOD BOARD. F INDOOR AND OUTDOOR MECHANICAL UNIT. SEE MECHANICAL SHEET BT120-MHS002 PLANS FOR INDOOR/OUTDOOR UNIT PAIRING. H 2 1 0 2 4 CORE: 13 2'X2' PIECE OF 3/4" PLYWOOD MOUNTED 5' AFF FACILITY GEN FOR PSE AMR/AMI REPEATER. PROVIDE SCALE IN FEET DEDICATED 120V RECEPTACLE BELOW KEY PLAN DEVELOPMENT ENGINEERING PLYWOOD. R-4332463 msippo 11 /25/2025 DESIGNED BY: SCALE: DRAWING NO.: D. TAFTFARREN DAFT, STRIDE BUS RAPID TRANSIT �� SF Q w 1/2° = 1'-0° BT120-EPP223 DRAWN BY: l o 7 FILENAME: SOUTH RENTON TRANSIT CENTER E. HAJAS z Jacobs w S1-BT120-E-v2020 BT105 FACILITY ID: CHECKED BY: 0 57079 BRT General Engineering Consultant z U-SOUNDTRANSIT CONTRACT No.: ELECTRICAL BT120 1 06/13/2025 EH DA DT ADDENDUM #1 D. ANDERSON �0 RtGISTEY- �ww RTA/CN 0205-24 SHEET No: REV: 0 12/10/2024 EH DA DT ISSUED FOR BID APPROVED BY: �SSJ�NAL V, SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: POWER PLAN - ENLARGED ELECTRICAL ROOM No. DATE DSN CHK APP REVISION D. TAFTFARREN 6113125 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CORE FACILITY 541 1 N cy) cy) O 0 LU 0 N O N W O N H m VJ W C� I H Z ry ~I 0 W Q ry I m of 0 co 00 LO co W CI 0 ti U) o � LO O (N Cfl O cy) N o- co m KEY NOTES: 13 21 X2' PIECE OF 3/4" PLYWOOD MOUNTED 5' AFF 2.4 2.3 2.2 2.1 FOR PSE AMR/AMI REPEATER. PROVIDE DEDICATED 120V RECEPTACLE BELOW 2.A 2.11) 2G) PLYWOOD. I I I I ELECTRIC ROOM NORTH SCALE: 3/8" = 1'-0" �2.G) 2.D BT120-ATS-01 BT120-SWBD-01 BT120-PB4-01 BT120-T-01 z ELECTRIC ROOM SOUTH SCALE: 3/8" = 1'-0" 1 ELECTRIC ROOM SOUTH SCALE: 3/8" = 1'-0" 1 06/13/2025 EH DA DT ADDENDUM #1 0 12/10/2024 EH DA DT ISSUED FOR BID No. DATE DSN CHK APP REVISION BT120-EPP223 BT120-SWGR-01 BT120-EPP223 DESIGNED BY: D. TAFTFARREN DRAWN BY: E. HAJAS CHECKED BY: D.ANDERSON APPROVED BY: D. TAFTFARREN 2.1 4 2.2 ELECTRIC ROOM EAST SCALE: 3/8" = 1'-0" ELECTRIC ROOM WEST SCALE: 3/8" = 1'-0" pacobs �57079 R&GISTEY- tU� �sSI�NAL ESUBMITTED BY: DATE: 6113125 R. PARGAS 112/10/2024 C2.3� BT120-EPP223 S. BT120-EPP223 4b5TJ?IDE BRT General Engineering Consultant REVIEWED BY: J. ALTCHECH 2.4 7 KCM-T-02 SCALE: Q w mrr 3/8" = 1'-0" Q FILENAME: U)� w J S 1-BT120-E-v2020 z SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 C D PLATFORM E F G CORE FACILITY 7)", KEY PLAN 4 2 0 4 SCALE IN FEET R-4332464FDEVELOPIMENT ENGINEERING o 11 /25/2025 STRIDE BUS RAPID TRANSIT DRAWING NO.: SOUTH RENTON TRANSIT CENTER BT120-EPE221 BT105 FACILITY ID: ELECTRICAL BT120 SHEET No: REV: POWER ELEVATIONS - ELECTRICAL ROOM CORE FACILITY 542 1 N cY) cY) 0 LU C� J LL O� O (I 0 N O N L1J 0 N H m U) 'o N O N U) m O U O J �I Q � N ,I � U 0 Ln a N (n O L m 0 N � U C3-113\\ — 3.2 1 ( 3.3 11 -------------------- 7 7 7 - 7 ��_ /i ��i r/ mar ► Vona iu�� ! I' � i .a�� �/ WIM �, ��.- �I -mil j l����, /����ll 1���`� , ,�� -__,;tl� �I►��!/%% � �'����� � :,ice i�Il���l�.�l,�►.�' /e� I �1/�I i — LU I I � I DELETED i GENERAL NOTES: 1. REFERENCE PANTOGRAPH INSTA TION MANUAL FOR CABINET INSTAL ION AND TERMINATION OF WIRING. (3.4 i KCM-PB2-01:3 i LU �.----. Z---/ -----1--2------1-- Lug q Ar C I D� PLATFORM E F J K G GANTRY H CORE FACILITY EQUIP YARD N 8 4 0\ 8 16 SCALE IN FEE KEY PLAN DEVELOPMENT ENGINEER R-4332465 L msippo 11/25/2025 .01 DESIGNED BY: SCALE: DRAWING NO.: J. SAXER Q w 1/8" = 1�-0�� STRIDE BUS RAPID TRANSIT DRAWN BY: U FILENAME: SOUTH RENTON TRANSIT CENTERTBT120-ELP231 RIDE Cn Cn E. HAJAS Jacobs w J S1-BT120-E-v2020 BT105 FACILITY ID: 9 CHECKED BY: BRT General Engineering Consultant z " SOUNDTRANSIT CONTRACT No.: ELECTRICAL BT120 1 06/13/2025 JS LG DT ADDENDUM #1 L. GLASER RTA/CN 0205-24 SHEET No: REV: 0 12/10/2024 JS LG DT ISSUED FOR BID APPROVED BY: SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: LIGHTING PLAN No. DATE DSN CHK APP REVISION I D. TAFTFARREN R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 BEB CHARGING GANTRY 543 1 co co W U_ rn CIO CIO (I O N O N W O N H m CO 'O N O N aD O U O J �I Q � (.0 ,I � U E 00 :3 Lo a N (n O L m 0 N -1- 0 �3.1 i 3.2 3.3 3.4 40' - 0" 42' - 2 3/4" 1 1 40' - 4 5/8" 41' - 9 3/8" 1 25' - 2 5/8" 27' - 6 3/4" 25' - 7 5/8" 27' - 2 3/8" - 10' - 5 3/8" 12' - 9 3/4" 10, - 10 3/8" 12' - 4 3/8" A I BT120-EPD102 134 TYP / 135 N a TYP 1 I C3.AEE= i 136 TYP PANTOGRAPH KIT z E-STOP 145 (PROPOSED) FUTURE PANT APH KIT FUTUR ANTOGRAPH KIT A F RE PANTOGRAPH KIT 116 TYP " 105 BT120-DBDC-111 TYP BT120-DBSC-111 L EL 01 BEB CHARGING GANTRY POWER 1 S ALE: 1/8" = 1'-0" BT120-ESP401 BT120-BEB01 PC-01 BT120-BEB01 PC-01A 3.1 BT120-BEB01 PC-02 BT120-BEB01 PC-04A-, B 120-BEB01 PC-06A BT1 0-BEB01 PC-09A BT120-BEB01 PC-11 3.4 BT120-BEB01 PC-02A BT120-BEB01 PC-04— 17 BT120-BEB01 PC-09 BT120-BEB01 PC-11A A BT120 BEB01 PC-06 _ _ BT120-BE 01 PC-05 _ ..20-BEB01 PC-08A �BT120-BEB01 PC-10 _ _ BT120 BEB01 PC 03 BT120 BEB01 PC 12 I I BT12 -EPD1 2 - - 'I - BT120-BEB01 PC-08 - - - - 0 0 BT120 BEB01 PC 03A BT120 BEB01 PC- 5A � BT120 BEB01 PC 10A BT120 BEB01 PC 12A F/ I /I AI 111 11 xcii�ii 111 11 h 11 \UIr// 11 EH�'�l I I I I I I I I I I I I I Hill\\ � ——� — — — — — L-L LL _U�__I I III 'll "I "I I III III III III I I III I� 'BT120-DBDC-111=1 11=1 11=1 11=1 11= BT120-DBSC-111=I-I-I 1II III III I-----I GANTRY FACING NORTH SCALE: 1/8" = 1'-0" PLATFORM E F J K G GANTRY GENERAL NOTES: 1. ALL PANTOGRAPH DIM IONS TO CENTER MOUNTIN OLE. SEE DETAIL ON SHE BT120-EPD108. 2. SEE DW T120-EPD109 FOR ACM CO OL BOX PENETRATION AILS. KEY NOTES: 105 (3)3" CONDUIT FOR AC AUXILIARY POWER, PE WIRE AND DATA CABLES FROM PULL BOX BT120-HHLV-09 OR BT1 20-HHLV-1 1 TO FUTURE CHARGING ACM CONTROL MODULE ON GANTRY VERTICAL STRUCTURE. CONDUIT STUB UP AT GANTRY SHALL BE PROTECTED WITH CONDUIT CAP. 116 PROVIDE GROUND FAULT PROTECTION FOR ALL BREAKERS 1000A OR MORE AND 150V TO GROUND OR MORE AS REQUIRED PER NEC 230.95. 134 CHARGING ACM CONTROL MODULE KITS. 135 10L"X10W"X24"H NETWORK CONDUIT PULL BOX. 136 24L"X18W"X24"H DC POWER CONDUIT PULL BOX. 145 E-STOP FOR DISCONNECTING POWER TO PANTOGRAPHS. COORDINATE E-STOP QUANTITY AND LOCATION WITH KCM AND MANUFACTURER PRIOR TO ROUGH -IN. H 8 4 0 8 16 CORE FACILITY EQUIP YARD SCALE IN FEE KEY PLAN DEVELOPMENT ENGINEER R-4332466 msippo 11 /25/2025 DESIGNED BY: SCALE: DRAWING NO.: D. TAFTFARREN Q w 1/8"=1'-0" STRIDE BUS RAPID TRANSIT DRAWN BY: U FILENAME: SOUTH RENTON TRANSIT CENTER BT120-EPP231 E. HAJAS .JaCO S,45 Cn Cn w J S1-BT120-E-v2020 BT105 FACILITY ID: CHECKED BY: BRT General Engineering Consultant z " SOUNDTRANSIT CONTRACT No.: ELECTRICAL BT120 1 06/13/2025 EH DA DT ADDENDUM #1 D. ANDERSON RTA/CN 0205-24 SHEET No: REV: 0 12/10/2024 EH DA DT ISSUED FOR BID APPROVED BY: SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: POWER PLAN AND SECTION BEB CHARGING GANTRY 544 1 No. DATE DSN CHK APP REVISION D. TAFTFARREN R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 N co co W C� J U- 0') U) co co �I 0 N O N W O N H m 'o N O N U) a� O 22 U O J �I Q � (.0 ,I � U E 00 :3 Lo a N (n O L m 0 N � U 4.1 4.2 4.3 (4.4) �4.5� C 302 306 I I I I BT120-EPD107 q C I D� PLATFORM E F J K G GANTRY H 4 2 0 4 8 CORE FACILITY EQUIP YARD SCALE IN FEE KEY PLAN FDEVESLiOPIMENT ENGINEER 00,1111 R-4332467 o 11 /25/2025 DESIGNED BY: SCALE: DRAWING NO.: J. SAXER Q w 1/4"=1'-0" STRIDE BUS RAPID TRANSIT DRAWN BY: U FILENAME: SOUTH RENTON TRANSIT CENTER BT120-ELP241 I. KARNAS vaCos4fTmRIDEw J S1-BT120-E-v2020 BT105 FACILITY ID: CHECKED BY: BRT General Engineering Consultant z " SOUNDTRANSIT CONTRACT No.: ELECTRICAL BT120 1 06/13/2025 JS LG DT ADDENDUM #1 L. GLASER RTA/CN 0205-24 SHEET No: REV: 0 12/10/2024 JS LG DT ISSUED FORBID APPROVED BY: SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: LIGHTING PLAN BEB EQUIPMENT YARD 545 1 No. DATE DSN CHK APP REVISION D. TAFTFARREN R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 KEY NOTES: 30 ATTACH PHOTOCELL TO SUPPO EAM AT 10' ABOVE FINISHED GRADE, ER THE CANOPY WITH SENSOR Al D NORTH. 306 CONNECT PHOT ELL TO PANEL BT120-LCP-0 SING CAT6 CABLE RUN IN 3/4" CONDUI . N co co W c� J LL O co co (I 0 N O N W N H m CO 'o N O N U) aD O U O J �I Q � N ,I � U E 00 :3 Lo a N (n O L m 0 N -1- 0 SYSTEM CABINET (SEE DETAIL 3 ON SHEET BT120-JCD208) WP GFCI KCM-PB2-01: 2 zz CORE fl� FACILITY S U_ XFMR BT120-T-100 BT120-T-101 I- z U_ I- z O ry U_ 2MVA TRANSFORMER BT120-T-1 KCM-SW BD-01 4.A 52 .i 4FT FRONT WORKING CLEARANCE z O U_ KCM-PB2-01 BT120-LCP-03 KCM-T-1 NEMA 3R BT12 BT120-HHLV-01 BT120-HHSC-03 TELECOM HH --- --I I BT120-HHLV-02 j' L FRONT 4.2) 300kW CHARGER CABINETS (TYP) �BT120-BEB-01A BT120-BEB-01 B u BT120-BEB-02A BT120-BEB-02B ( 4.3 ao�oo aao (FUTURE) EMA 3R SWGR F R 2ND CHARGI G SERVICE 4.4 4.5 BT120-BEB-03A BT120-BEB-05A BT120-BEB-03B BT120-BEB-05B BT120-BEB-04A BT120-BEB-06A F--BT120-BEB-04B % /+BT120-BE OB 6B (FUTURE)" (FUTURE)_ (FUTURE)- (FUTURE)' (FUTURE). (FUTURE) I I I BT120-HHLV �BT120-HHSC-04 /-BT120-BEB-09A BT120-BEB-09B B 120-H -06 BT120-BEB-08A BT120-BEB-10A BT120 BEB-08B BT120 -BEB-10B (FUTURE) N UTURE) 0 (FUTURE) (FUTURE) (FUTURE) (FUTURE) (FUTURE) (FUTURE) (FUTURE) BT120-BEB-0 BT120-BEB-07A Lj r� Lm r� I r� Lj (FUTURE) (FUTURE) BT120-BEB-11 B BT 20-BEB-11A q M4 rBT120-BEB-12B 7120-BEB-12A i F C I D� PLATFORM tF K GANTRY CORE FACILITY EQUIP YARD N 4 2 0\ 4 8 SCALE IN FEE KEY PLAN [DE7VESLiO=PMENT/ENGINEER0 R-4332468 m25/2025 DESIGNED BY: SCALE: DRAWING NO.: D. TAFTFARREN Q w 1/4" = 1'-0" STRIDE BUS RAPID TRANSIT rw DRAWN BY: U FILENAME: SOUTH RENTON TRANSIT CENTER BT120-EPP241 I. KARNAS TJ?IDE U)Jacobs9 w J S1-BT120-E-v2020 BT105 FACILITY ID: 5 CHECKED BY: BRT General Engineering Consultant z " SOUNDTRANSIT CONTRACT No.: ELECTRICAL BT120 1 06/13/2025 EH DA DT ADDENDUM #1 D. ANDERSON RTA/CN 0205-24 SHEET No: REV: 0 12/10/2024 EH DA DT ISSUED FORBID APPROVED BY: SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: POWER PLAN BEB EQUIPMENT YARD 546 1 No. DATE DSN CHK APP REVISION I D. TAFTFARREN R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 N co co O W C� J U- O cv co (D i 0 N 0 N W O N H m CO 'o N O N U) aD O U O J �I Q � N ,I ti U 115� E 00 :3 Lo a N (n O L m 0 N -1- 0 z O U- (8)4"C FOR PSE SECONDARY CONDUCTORS z U- SYSTEM CABINET (SEE DETAIL 3 ON DWG BT120-JCD201) KCM-PB2-01: 6 CORE FACILITY S XFMR 2MVA TRANSFORMER FUTURE 2MVA TRANSFORMER BT120-SC-177 BT120-N4-105 WP, GFCI KCM-PB2-01: 1 BT120-N4-117 KCM-SW BD-01 BT120-DBDC-121 BT120-N4-123 BT120-N4-124 BT120-N4-125 BT120-N4-126 KCM-PB2-01- 4.1 LIGHTING CONT L PANEL BT120- P-03- KCM-T-1 BT120-DB4-111 & BT120-N2-101 (6)3"C SPARES BT120-N2-104 ---\ 127 BT120-HHLV-01 z 127 cif BT 120-H H LV-02 U- sm (12)3"C SPARE CONDUITS (8)4"C BETWEEN PSE VAULTS FOR FUTURE SECONDARY CONDUCTORS / (8)4"C FOR PSE SECONDARY CONDUCTORS. STUB UP WITH CAP AT FUTURE SWITCHBOARD LOCATION BT120-DBDC-101 BT120-DBSC-121 300kW CHARGER 4.2)L BT120-SC-184 4.3 CABINETS (TYPICAL) 4.4 146) 1 / \ \ \ 11\ / \ \\ I \ 41 (FUTURE) (FUTURE) . BT120- 2-103 _ BT120-SC-176 BT1 0 -SC-174 BT120-SC-185 BT12-N4-121 BT120-SC-175 BT120-SC-186 BT120-DB4-131 BT1 0-N4-122 1 0-H H LV-05 111 (TYP) BT120-DB4-171 BT120-DBDC-151 BT120-DBSC-141 FUTURE 300kW CHARGER CABINETS (TYP) 4.5 (FUTURE) (FUTURE) rn BT120-HHLV-07 128 BT120-H SC-06 BT120DELETED, 126 128 (FUTU E) (FUTURE) (FUTURE)T(FUTURE) (FUTURE) -(FUTURE) (FUTURE) -(FUTURE) (FUTURE) (FU URE) --(FUTURE) (FUTURE (FUTUR�F,M EMS 3R S GR FOR CHARGING SERVICE q Ar c I a' PLATFORM E F J K G GANTRY H CORE FACILITY EQUIP YARD GENERAL NOTES: 1. REFERENCE PANTOGRAPH INSTAL ION MANUAL FOR CABINET INSTAL ION AND TERMINATION OF WIRING. KEY NOTES: 111 EMPTY DUIT WITH PULL STRING AND CAP TER ATED UNDERGROUND. PROVIDE KING TAPE ABOVE CONDUITS AND PROVIDE MARKING ON GRADE INDICATING CONDUIT END LOCATION. 126 SEE DETAIL 1, DWG BT120-EPD101 FOR VAULT DETAIL. 127 SEE DETAIL 2, DWG BT120-EPD101 FOR VAULT DETAIL. 128 SEE DETAIL 3, DWG BT120-EPD101 FOR VAULT DETAIL. 146 PROVIDE SUPPORT RACK FOR THE THREE PANTOGRAPH MANUAL PUSH BUTTONS. SEE DETAIL 3 ON DWG BT120-EPD106. 6.A 4.B 4 2 0\ 4 8 SCALE IN FEE KEY PLAN DEVELOPMENT ENGINEER R-433-�g 2469 msippo 11 /25/2025 DESIGNED BY: SCALE: DRAWING NO.: D. TAFTFARREN Q w 1/4" = 1'-0" STRIDE BUS RAPID TRANSIT DRAWN BY: U FILENAME: SOUTH RENTON TRANSIT CENTER BT120-EPP242 I. KARNAS co Jacobs wRIDE Ln J S1-BT120-E-v2020 BT105 FACILITY ID: CHECKED BY: BRT General Engineering Consultant J '- SOUNDTRANSIT CONTRACT No.: ELECTRICAL BT120 1 06/13/2025 EH DA DT ADDENDUM #1 D. ANDERSON RTA/CN 0205-24 SHEET No: REV: 0 12/10/2024 EH DA DT ISSUED FOR BID APPROVED BY: SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: UNDERGROUND CONDUIT BEB EQUIPMENT YARD 547 1 No. DATE DSN CHK APP REVISION D. TAFTFARREN R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 N co co W 0 N O N lil 0 N m U) U w (I H z ry I n Q IY I D am OI 0 00 LO M a o M I LO O N C/) 0 0 LO cy) m to 1.3 . 1.2 II�� III 'III #4 BOND TO STRUCTURAL STEEL #4 GND TO BUS BAY 2 #4 GND #6 BOND TO GROUND ROD #4 BOND TO STRUCTURAL STEEL #4 GND TO BUS BAY 3 #4 BOND TO STRUCTURAL STEEL -GIGS- Gj -G— G -G--T-G G G-z�;-iG---tG- 5/8" X 10' GROUND FOUNDATION METAL ROD IN HANDHOLE REINFORCEMENT, TYP. BT120-HHLV-16 CANOPY GROUNDING DETAIL - BUS BAY 1 SCALE: 1 /8" = 1'-0" #4 BOND TO STRUCTURAL STEEL BT120-EPP212 #4 GND #6 BOND TO GROUND ROD 5/8" X 10' GROUND ROD IN FOUNDATION METAL HANDHOLE BT120-HHLV-20 REINFORCEMENT, TYP. CANOPY GROUNDING DETAIL - BUS BAY 2 rB� SCALE: 1 /8" = 1'-0" BT120-EPP213 #4 GND TO BUS BAY 1 BT120-PB2-04 PANEL INSIDE CABINET. - GND BAR IN PANEL 1.15 1.14, 1.1� 11.12) 1.11 1.10 ( 1.9) 1.8 #4 BOND TO STRUCTURAL STEEL 0 12/10/2024 EH DA DT ISSUED FOR BID No. DATE DSN CHK APP REVISION DESIGNED BY: D. TAFTFARREN DRAWN BY: E. HAJAS CHECKED BY: D.ANDERSON APPROVED BY: D. TAFTFARREN F #4 BOND TO STRUCTURAL STEEL 1 7 �� T r —T—rGrG-- 1--GTGTGTGI_ T �- �- iGTG �-GTGrGr -G G G G� -G I -Gr GI G— G 'G G G =G G G G G G— G G G G G G G #6 BOND TO "I#4 GND iI GROUND ROD 5/8 X 10 GROUND FOUNDATION METAL ROD IN HANDHOLE REINFORCEMENT, TYP. BT120-HHLV-18 CANOPY GROUNDING DETAIL - BUS BAY 3 SCALE: 1 /8" = 1'-0" .;acobs SUBMITTED BY: 12/02/24 R. PARGAS BT120-EPP214 SCALE: Q w mvrw 1 /8" = 1'-0" Q FILENAME: U U 4bfTmRIDE U) w J S 1-BT120-E-v2020 BRT General Engineering Consultant z " SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: REVIEWED BY: DATE: SUBMITTAL DATE: 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 KCM-3 PANEL INSIDE CABINET GND BAR IN PANEL #4 G G G G `��G— --T G � #6 BOND TO #4 GND TO BUS BAY 2 GROUND ROD -` 5/8" X 10' GROUND ROD IN HANDHOLEEDEVELOPMENT ENGINEERING BT120-HHLV-17 ppo 11/25/2025 8 4 0 8 16 I R-4332470 SCALE IN FEET STRIDE BUS RAPID TRANSIT DRAWING NO.: SOUTH RENTON TRANSIT CENTER BT120-EGS101 BT105 FACILITY ID: ELECTRICAL BT120 SHEET No: REV: GROUNDING DIAGRAM — SECTOR A CANOPY 548 0 N O LU 0 N O N W O N H m co U w CD I H (n Z Q ry H I 0 W Q ry I (n D m of 0 00 LO �o `O I LO Q o � N (!) D N o O LO CY) m 2.1 2.2 2.3 2.4 125 ti c� �T 20�1 I BT120_ SWGR_ 0 . BT120-T-01\TKCM-2 KCM BT120-T-02 1 TELECOM ' #2 #6, � TGB #3/0 #6 TGB #4, #3/0 A #3/0 BOND TO G GTG G#G G— - G—rG ( STRUCTURAL i. STEEL j I I II I 2.5 CHAINLINK FENCE 700 URNDY FFGCR EQUAL T 01' ST TELECOM TGB II � #3/0 �GTG - G G' #3/0 G N D 2.6 � (2.7 •- •' - 1 il• •- �� _ _ - -••lY - MITI -•• , 1 1li 1 i, � - - c c e CORE FACILITY GROUNDING DETAIL SCALE: 1 /8" = 1'-0" BT120-EPP221 i 2.8 FOUNDATION METAL REINFORCEMENT, TYP. ull'#a PANEL BT120-PB2-01 #3/0 BOND TO STRUCTURAL STEEL KEY NOTES: 12 THE LIGHTNING PROTECTION SYSTEM IS A DEFERRED DESIGN BY THE LIGHTNING PROTECTION SYSTEM CONTRACTOR. PROVIDE LIGHTNING PROTECTION SYSTEM SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. DEVELOPMENT ENGINEERING R-4332471 msippo 11/25/2025 DESIGNED BY: SCALE: STRIDE BUS RAPID TRANSIT DRAWING NO.: DAFT BT120-EGS102 D. TAFTFARREN ti� s w 1/8" = 1'-0" DRAWN BY: �� o�� 7RIDE U) FILENAME: SOUTH RENTON TRANSIT CENTER E. HAJAS .Jaco s w J S1-BT120-E-v2020 BT105 FACILITY ID: CHECKED BY: 0 57079 BRT General Engineering Consultant z " SOUNDTRANSIT CONTRACT No.: ELECTRICAL BT120 D. ANDERSON ��� ��cisTER�° ww RTA/CN 0205-24 SHEET No: REV: 0 12/10/2024 EH DA DT ISSUED FOR BID APPROVED BY: �SSj�NAL 1� SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: GROUNDING DIAGRAM -CORE FACILITY Zz/o2/z4112/10/2024CORE FACILITY 549 0 No. DATE DSN CHK APP REVISION D. TAFTFARREN R. PARGAS J. ALTCHECH PANEL BT120-PB2-01 #3/0 BOND TO STRUCTURAL STEEL KEY NOTES: 12 THE LIGHTNING PROTECTION SYSTEM IS A DEFERRED DESIGN BY THE LIGHTNING PROTECTION SYSTEM CONTRACTOR. PROVIDE LIGHTNING PROTECTION SYSTEM SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. DEVELOPMENT ENGINEERING R-4332471 msippo 11/25/2025 DESIGNED BY: SCALE: STRIDE BUS RAPID TRANSIT DRAWING NO.: DAFT BT120-EGS102 D. TAFTFARREN ti� s w 1/8" = 1'-0" DRAWN BY: �� o�� 7RIDE U) FILENAME: SOUTH RENTON TRANSIT CENTER E. HAJAS .Jaco s w J S1-BT120-E-v2020 BT105 FACILITY ID: CHECKED BY: 0 57079 BRT General Engineering Consultant z " SOUNDTRANSIT CONTRACT No.: ELECTRICAL BT120 D. ANDERSON ��� ��cisTER�° ww RTA/CN 0205-24 SHEET No: REV: 0 12/10/2024 EH DA DT ISSUED FOR BID APPROVED BY: �SSj�NAL 1� SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: GROUNDING DIAGRAM -CORE FACILITY Zz/o2/z4112/10/2024CORE FACILITY 549 0 No. DATE DSN CHK APP REVISION D. TAFTFARREN R. PARGAS J. ALTCHECH N co co W C� J LL O co co 01 0 N O N W N H m 'o N O N aD 0 I U 0 J I Q ry N ,I � U E 00 :3 Lo a N U) O L a� N U) 0 N -1- U KEY NOTES: 125 THE LIGHTNING PROTECTION SYS IS A DEFERRED DESIGN BY THE LI NING PROTECTION SYSTEM CO ACTOR. PROVIDE LIGHTNING P TECTION SYSTEM SEE SPECIFICATIO FOR ADDITIONAL REQUIREMENT . 3.1 3.2 3.3 3.4 I I I #1/0 CU BARE COPPER GROUND / #1/0 CU BARE COPPER GROUND LOOP BURIED MINIMUM 30" #1/0 CU BARE COPPER GROUND LOOP BURIED MINIMUM 30 / BELOW FINISHED GRADE. BELOW FINISHED GRADE. / = LOOP BURIED MINIMUM 30" 3 / BELOW FINISHED GRADE. ( ) REBAR (TYP) REBARTYP � � � � � � � BT�120-EPD 112 125 �G _ , / G/ (TYP) / REBAR (TYP) G J L — L G L L/� c� J / — J /� L — i L _J G--* 3.113 10 4 L0 -jG G G 71DELETED Q G—G 24 � 6 I BT120-EPD111 BT120-EPD111 BT120-EPD111 - (TYP) (TYP) (TYP) I I 1 06/13/2025 EH DA DT ADDENDUM #1 0 12/10/2024 EH DA DT ISSUED FOR BID No. DATE DSN CHK APP REVISION DESIGNED BY: D. TAFTFARREN DRAWN BY: E. HAJAS CHECKED BY: D.ANDERSON APPROVED BY: D. TAFTFARREN .;acobs SUBMITTED BY: R. PARGAS 4b5TmRIDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH SCALE: Q w M;Vr 1/8" = 1'-0" Q FILENAME: U) w cn J S 1-BT120-E-v2020 z J U_ SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 q Ar C I D� PLATFORM E F IL J K G GANTRY H CORE FACILITY EQUIP YARD ,L / KEY PLAN R-4332472 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ELECTRICAL GROUNDING PLAN BEB CHARGING GANTRY N 8 4 0 8 16 SCALE IN FEE DEVELOPMENT ENGINEER msippo 11 /25/2025 ' DRAWING NO.: BT120-EGS103 FACILITY ID: BT120 SHEET No: REV: 550 1 N co co W J LL O cv co (I 0 N O N W O N H m C0 'o N O N U) (D O U O J �I Q � oCY) ,I ti U 115� E 00 :3 Lo a N (n O L m 0 N � U 1 (TYP) BT12� 111 G�L7 F L,— J 2 BT120-EPD111 (TYP) REBAR (TYP) 4 BT120-EPD 111 (TYP) �G 0 3 � BT120-EPD112 (TYP) 0.- TFQ�L- 7 -G G L —1G T r •. 3 4.3 4.4 4.5 BT 120-EPD111 (TYP) I I V Gi I I a;o 000a oa�Q aaoa oa a o000 _ DELETED #4/0 CU BARE COPPER GROUND LOOP BURIED MINIMUM 30" BELOW FINISHED GRADE. q Ar C d' PLATFORM E F J K G GANTRY H CORE FACILITY EQUIP YARD 4 2 0\ 4 8 SCALE IN FEE KEY PLAN [77=NGINEER R-4332473 msi25/2025 DESIGNED BY: SCALE: DRAWING NO.: D. TAFTFARREN Q w 1/4" = 1'-0" STRIDE BUS RAPID TRANSIT DRAWN BY: U FILENAME: SOUTH RENTON TRANSIT CENTER BT120-EGS104 I. KARNAS U) .Jacobs wRIDE L/) J S1-BT120-E-v2020 BT105 FACILITY ID: CHECKED BY: BRT General Engineering Consultant J SOUNDTRANSIT CONTRACT No.: ELECTRICAL BT120 1 06/13/2025 EH DA DT ADDENDUM #1 D. ANDERSON RTA/CN 0205-24 SHEET No: REV: 0 12/10/2024 EH DA DT ISSUED FOR BID APPROVED BY: SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: GROUNDING PLAN No. DATE DSN CHK APP REVISION D. TAFTFARREN R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 BEB EQUIPMENT YARD 551 1 N cM C'7 W 0 N O N W 0 N H m U) U w C� U) z Q ry 0 i U) i D m i 0 0 00 lqi- Cy) 0co CO U) o � LO o N C-0 O Cy) N co co 00 1 106/13/20251 EH DA I DT JADDENDUM#1 0 112/10/20241 EH I DA I DT ISSUED FOR BID No. I DATE I DSN I CHK I APP I REVISION DESIGNED BY: D. TAFTFARREN DRAWN BY: I. KARNAS CHECKED BY: D.ANDERSON APPROVED BY: D. TAFTFARREN .;acobs SUBMITTED BY: 6/1 312 5 R. PARGAS Q J 4ST)?IDE �_ U) W J BRT General Engineering Consultant J LL DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH M;Vmr=" SOUNDTRANSIT DATE: 12/10/2024 SCALE: NTS FILENAME: S 1-BT 120-E-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER DRAWING NO.: BT120-EPD101 FACILITY ID: BT120 SHEET No: REV: 552 1 N co co W C� J LL O U) co co aD 0 I N O N W O N H m 0 N 0 N U (D O I U O J I Q rI cy), � U E 00 :3 Lo a N U) O L a� N U) 0 N � U 3.A 10"Wx10Dx24"H LOW VOLTAGE PULLBOX (3) 3" NETWORK CONDUITS TRY EAST ELEVATION SCALE: 3/8" = 1'-0" 1 06/13/2025 EH DA DT ADDENDUM #1 0 12/10/2024 EH DA DT ISSUED FORBID No. DATE DSN CHK APP REVISION 3.113 NOTE: PROVIDE LOW VOLTAGE AND DC PULLBOXES FOR ALL CONDUIT RISER LOCATIONS IN GANTRY. BT120-SC-181 BT120-SC-182 BT120-SC-183 24"Wx18Dx24"H DC PULLBOX E-STOP - (9) 3" DC CONDUITS BT120-DBDC-111 BT1 20-DBSC-1 11 IN BT120-EPP231 DESIGNED BY: D. TAFTFARREN DRAWN BY: I. KARNAS CHECKED BY: D.ANDERSON APPROVED BY: D. TAFTFARREN "C" CHANNEL 'S, 3'-0" LONG DELETED E RACK, 3 EA STANCHION .;acobs SUBMITTED BY: R. PARGAS STANCHION FOR MOUINTING CABLE RACKS OUTGOING CONDUITS TO GANTRY 4 PULLING IRONS, 1 EACH CORNER COMPACTED GRAVEL, 12" DEEP MIN, 3/4" MINUS GROUT TO FULL WALL THICKNESS �AROUND CONDUITS AT KNOCKOUTS, TYP #4/OG ROUND ROD 10 CF 1" TO 1-1/2" GI ALL AROUND DRAIN 2 1/2" DIA. GROUND ROD KNOCKOUT 2 PLACES IN FLOOR BEB CHARGING HANDHOLE SECTION SCALE: NTS 4b5TmRIDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH SCALE: Q w mrr AS NOTED Q FILENAME: U)� w J S 1-BT120-E-v2020 z J U- SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 L, INCOMING CONDUITS FROM CHARGING YARD STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER R-4332475 DEVELOPMENT ENGINEER*40 msippo 11 /25/2025 '01 DRAWING NO.: BT120-EPD102 FACILITY ID: BT120 SHEET No: REV: 553 1 N C'7 C'7 0 W 0 N 0 N > W 0 N m co U w C� �I z Q ~I 0 n I W am 0 I 0 co 00 2� d M �o p Q7 N C/) 'zj- D o N o LO co m NUMBER OF CONDUITS AS REQUIRED MIN 3/4"x5"x FULL WIDTH OF ENCASEMENT NEOPRENE BRG PAD CORBEL, SEE STRUCTURAL DRAWINGS ADAPTER REQUIRED FOR PVC CONDUITS CONDUIT, SIZE PER PLANS /411 PREMOLDED JOINT FILLER RGS CONDUIT, 6" MIN SST CLAMP, TYP ELEVATION CLOSED CELL NEOPRENE - M RGS CONDUIT HUB PROVIDE CONTINUOUS GROUND PATH PER NEC REQUIREMENTS 245 HOOPS, 2" CLEAR EXPANSION/DEFLECTIONCOUPLING BUILDING FOUNDATION AND CORBEL #4 DOWELS @ 1'-6" ADHESIVE DOWELS W/ 6" MIN EMBEDMENT. MIN 2 TOP AND BOTTOM. (4 TOTAL) NOTES: 1. DETAIL APPLIES TO CONDUIT AT BUILDING INTERFACES. CONCRETE ENCASED DUCT SCALE: NTS SUPPORT, NOTE 3 FLEX CONDUIT TO MOTOR OR OTHER DEVICE FLOOR FLANGE AND A MINIMUM OF 4 CONCRETE ANCHORS FLOOR — :o. o. 0 0�<p o 0 0 z 0 RIGID METAL CONDUIT (1" MIN SIZE) "T" CONDULET o. •o. o. o, o. p o0 oa<p o < O O O NOTES: 1. INSTALLATION OF CONDUIT TO A MOTOR OR OTHER DEVICE WHERE A FLEXIBLE CONNECTION IS REQUIRED AND NO JUNCTION BOXES OR CONTROL DEVICES ARE REQUIRED SHALL BE MADE IN ACCORDANCE WITH THIS DETAIL. 2. ALL HARDWARE SHALL BE STAINLESS STEEL. 3. SUBMIT FINAL DESIGN AND CALCULATIONS FOR SUPPORT AND ANCHORAGE AS SPECIFIED. CONDUIT TO EQUIPMENT FROM CEILING SCALE: NTS 0 12/10/2024 EH DA DT ISSUED FOR BID No. DATE DSN CHK APP REVISION 75 Xry QO 2U pw wz� Xm� LU X O�� zoo J Q o =w U)=) = J I- Q (D z w J DESIGNED BY: D. TAFTFARREN DRAWN BY: I. KARNAS CHECKED BY: D.ANDERSON APPROVED BY: D. TAFTFARREN GROUND WIRE EQUIPMENT ENCLOSURE METAL CONDUIT GROUNDING BUSHING NOTES: 1. THE ENDS OF ALL CONDUITS REQUIRED TO BE GROUNDED BY THE SPECIFICATIONS SHALL BE GROUNDED IN ACCORDANCE WITH THIS DETAIL. CONDUIT GROUNDING SCALE: NTS 1 GROUT FILL CEL CONTAINING BO.' DO NOT LOCA7 IN A REINFORCE CEL PLAN SINGLE DEVICE BOX WITH PLASTER RING E DEVICE BOX 'LASTER RING Cn z O Q U LL U w d W W o_ NOTES: SECTION 1. ALL WIRING DEVICE BOXES MOUNTED IN CONCRETE BLOCK WALLS SHALL BE INSTALLED IN ACCORDANCE WITH THIS DETAIL. 2. PARALLEL CONDUIT NOT PERMITTED IN CELLS WITH VERTICAL REINFORCING. DO NOT CUT OR DISPLACE VERTICAL REINFORCING OR DOWELS. DEVICE MNT BOX IN CONCRETE MASONRY WALL SCALE: NTS pacobs �0" SUBMITTED BY: 12/O2/24 R. PARGAS Q w TmRIDE U U)C/) 49 W J BRT General Engineering Consultant z U_ DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH LOCK NUT BOTTOM OF STEEL OR f' f"%A Inn rTr C -rn1 1f' -r1 Inr z DOUBLE RACK NOTES: SEISMIC BRACE FO ROOF OR FOP OF FLOOR 3EAM ABOVE JNLESS BRACED FO WALL. 1. LENGTH VARIES WITH NUMBER OF CONDUITS TO BE SUPPORTED AND SPACING BETWEEN CONDUITS. 2. SUBMIT FINAL DESIGN AND CALCULATIONS FOR SUPPORT AND ANCHORAGE AS SPECIFIED. 3. USE STAINLESS STEEL HARDWARE IN WET AND/OR CORROSIVE AREAS. 4. SPACE CONDUIT SUFFICIENTLY TO ALLOW REMOVAL OF ONE CONDUIT WITHOUT DISTURBING ADJACENT CONDUITS. CONDUIT RACKING SYSYEM SCALE: NTS SCALE: NTS FILENAME: S 1-BT120-E-v2020 SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER R-4332476 DEVELOPMENT ENGINEERING U msippo 11 /25/2025 11 DRAWING NO.: BT120-EPD103 FACILITY ID: BT120 SHEET No: REV: 554 p m co lt 0 `W 1 O N O N > Iil O N IM- W rr U) U w C� I z Q ry ~I 0 n f'yI 0 D am 0 I 0 c0 co 2 a o N o7 N C/) ,;I- D 0 N O LO m m z COPPER GROUND CONDUCTOR, TYP 4" MIN 4" MIN 4" MIN D 4" MIN NOTES: 1. PROVIDE 6" MINIMUM COMPACTED GRAVEL, 3/4" MINUS, UNDER ALL CONCRETE ENCASED DUCT RUNS. DUCT BANK SCALE: NTS z z in 4 IVIIIV U 4 IVIIIV 2" CLR, (TYP TOP AND SIDES) #4@18" TOP AND BOTTOM WITH 2'-0" LAP, TYP #4 LONGITUDINAL BARS @18" OC MAX, LAP BOTTOM BARS 1'-6" AND LAP OTHER BARS 1'-11" MIN, TYP #4 STIRRUPS @18" MAX, TYP 3" CLR, (TYP BOT) FINISHED FLOOR c 0 <a 0< Vo O0 0< O 0 0 I 0 0 0 0 % 00, ;K CONDUIT D=3"FOR 2"AND LARGER CONDUITS UNLESS OTHERWISE NOTED D = 2" FOR 1 1/2" AND SMALLER CONDUITS UNLESS OTHERWISE NOTED PLUG vo c 0 <0 0< 0 00"<O O 0 0o 0 0 vv 0 1* 0o COUPLING NOTES: 1. CONDUITS WHICH ARE STUBBED UP IN A CONCRETE SLAB FOR FUTURE EXTENSION SHALL BE INSTALLED IN ACCORDANCE WITH THIS DETAIL. FLUSH CONDUIT STUB SCALE: NTS 0 12/10/2024 EH DA DT ISSUED FOR BID No. DATE DSN CHK APP REVISION DESIGNED BY: D. TAFTFARREN DRAWN BY: I. KARNAS CHECKED BY: D.ANDERSON APPROVED BY: D. TAFTFARREN o o .oi• .o' v vv vv .v ..o ..o t 00 00 oc • d°v dvv Tv-" • d v v 'o v v• 'o .v % 00 00 00 00 o V' z o o v� . :-Iw = Ln 4" MIN D' 'D I 4" MIN D D DUCT BANK-2 SCALE: NTS WALL N c) 3/4" ,)2', 4" :�►A L COPPER GROUND CONDUCTOR, TYP #411 @ 18" VERT LEGS 1'-0" M I N #411 @ 18" VERT LEGS 1'-6" MIN FOR LARGER DUCT BANKS, CONTINUE PATTERN OF REBAR, CONDUIT SEPARATION AND CONCRETE COVER. LENGTH OF SUIT 5/8" MIN CONCRETE 0 0 0 ANCHOR, SEE NOTE 1 0�<0 0 = SCHEDULE 80 PVC SPACER, SEE PLAN NOTE 4" 2" " 3/4 � I � GROUND BUS, HARD DRAWN COPPER BAR 3/8" THICK GROUND CABLE (SIZE AS SHOWN ON DRAWING) NON-METALLIC CONDUIT 0 0 0 -0 <0 0 :O o 00 <0 a 0 0 c 0 <o 0 O0 0< 0 O ELEVATION SILICON BRONZE BOLTS, NUTS AND WASHERS. SIZE TO SUIT, TYP GROUND CABLE CONNECTOR EXOTHERMIC WELD TO CABLE NOTES: 1. MAXIMUM SPAN BETWEEN SUPPORTS NOT TO EXCEED 24". GROUND BUS SCALE: NTS pacobs SUBMITTED BY: 12102124 R. PARGAS TmRIDE 49 BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH FLEXIBLE NEOPRENE SLEEVE ADAPTER REQUIRED FOR PVC CONDUITS CONDUIT, SIZE PER PLANS NOTE 3 co PREMOLDED JOINT FILLER AT CONSTRUCTION JOINT CLOSED CELL NEOPRENE STAINLESS STEEL CLAMP, TYP HUB RGS CONDUIT, TYP PROVIDE CONTINUOUS GROUND PATH PER NEC REQUIREMENTS NOTES: 1. DETAIL APPLIES TO CONDUIT EMBEDDED IN STRUCTURAL CONCRETE AT BUILDING INTERFACES AND AT STRUCTURAL EXPANSION JOINTS. 2 DETAIL APPLIES TO ALL EXPANSION JOINTS FOR THE UNDERGROUND CONCRETE ENCASED CONDUITS. 3 PVC CONDUIT INSTALLATIONS SHALL HAVE 18 INCHES MIN LENGTH OF RGS CONDUIT EACH SIDE OF FITTING. EXPANSION/DEFLECTION COUPLING SCALE: NTS GROUND CABLE TO SERVICE EQUIPMENT TOP OF FOUNDATION z 0 co N GROUND ELECTRODE SCALE: NTS SCALE: Q w NTS Q FILENAME: U)C/) w J S 1-BT120-E-v2020 z J SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 ' GROUND CLAMP, DEVICE O O LOCATION INSTALL NEAR SERVICE ENTRANCE 1/2" (#4 MIN) REBAR TIE TOGETHER AND EMBED IN FOUNDATION BOTTOM OF FOUNDATION � f 20' LONG MIN, 2 TYP BEND AROUND CORNERS AS REQUIRED STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER R-4332477 DEVELOPMENT ENGINEERING 0msippo 11 /25/2025 DRAWING NO.: BT120-EPD104 FACILITY ID: BT120 SHEET No: REV: 555 0 N C'7 C'7 O 0 LU 0 N 0 N IiI 0 N H m U) 0 w C� I z Q ry I 0 a ry I D m of 0 co 00 LO co a 0I U) o � L o (N o cY) N co �_ co m GROUNDING ELECTRODECONDUCTORS, BARE COPPERSIZE AS SHOWN ON DRAWINGS EXOTHERMIC WELDED CONNECTION (CADWELD OR EQUIVALENT) COPPER CLAD GROUND ROD NOTES: 1. TOP OF GROUND ROD SHALL BE SAND BEDDED 6" MIN BELOW GRADE. 2. CONNECTIONS TO EXISTING GROUNDING ELECTRODE CONDUCTORS SHALL BE CADWELD OR EQUIVALENT. GROUND ROD CONNECTION SCALE: NTS PROVIDE A PVC SLEEVE AND FILL WITH A SUITABLE PLASTIC EXPANDABLE COMPOUND WHERE CONDUIT PASSES THROUGH SLAB <o 0 °,<0 0 0 0 G 0 < o U 0 ° 0<0 - 0 0 CONDUIT. FOR TYPE REQUIRED, SEE SPECIFICATIONS o <o < 0 °-<0 0 0 p 0 < G O < 0 °,<0 - 0 0 NOTES: 1. ALL CONDUITS THROUGH CONCRETE FLOOR SLABS AND EQUIPMENT PADS SHALL BE INSTALLED IN ACCORDANCE WITH THIS DETAIL. INTERIOR FLOOR SLAB PENETRATIO SCALE: NTS MANUFACTURE NAMEPLAT MIN 4 3/4" DIA ANCHOR; NOTES: >HA/NEC ACARD WIPMENT PAD 1. SUBMIT FINAL DESIGN AND CALCULATIONS FOR SUPPORT AND ANCHORAGE AS SPECIFIED. TRANSFORMER MOUNTING SCALE: NTS GALVANIZED STEEL SHEET METAL ESCUTCHEON,TYP GALVANIZED STEEL PIPE SLEEVE OR CORE DRILLED HOLE IN CONCRETE WALL 0 0 .0 0 0 o0 p>�o p 0 0 •p o o < po '_o• .. .5 O• �. INSULATION AS REQUIRED TO FILL CAVITY CONDUIT ow �z 0 u0w z� ?� OCQ 0— U- J O� NOTES: 1. CONDUITS WHICH INDIVIDUALLY PASS THRU AN INTERIOR WALL SHALL BE INSTALLED IN ACCORDANCE WITH THIS DETAIL. IF WALL IS A FIRE WALL, FILL CAVITY WITH FIRE STOP SEALANT AS SPECIFIED. INTERIOR WALL PENETRATION SCALE: NTS SIZE OPENINGS AS REQUIRED BY TRANSFORMER OR SWITCH MANUFACTURER 4'-0" PIGTAIL, TYP GROUND ROD, TYP GROUND CONDUCTOR, TYP EQUIPMENT PAD, TYPE XXX i oOl � 1 1'-0" M I N 4'-0" M I N z 0 GROUNDING LOOP AS SHOWN ON PLANS, TYP PLAN TRANSFORMER OR SWITCH FOOTPRINT CONDUITS AS REQUIRED, TYP NOTES: 1. COORDINATE ALL FINAL PAD DIMENSIONS WITH THE ELECTRICAL UTILITY OR MANUFACTURER'S APPROVED SHOP DRAWINGS. 2. SUBMIT FINAL DESIGN AND CALCULATIONS FOR SUPPORT AND ANCHORAGE AS SPECIFIED. TRANSFORMER OR SWITCH PAD SCALE: NTS R-4332478 DEVELOPMENT ENGINEERING U msippo 11 /25/2025 DESIGNED BY: SCALE: DRAWING NO.: D. TAFTFARREN DAFT F STRIDE BUS RAPID TRANSIT w NT BT120-EPD105 DRAWN BY: o i FILENAME: SOUTH RENTON TRANSIT CENTER I. KARNAS z� w -j S1-BT120-E-v2020 BT105 FACILITY ID: .Jaco s. J CHECKED BY: A 57079 BRT General Engineering Consultant z-- U-SOUNDTRANSIT CONTRACT No.: ELECTRICAL BT120 1 06/13/2025 EH DA DT ADDENDUM #1 D. ANDERSON �o� R�GISTEy- �wwRTA/CN 0205-24 SHEET No: REV: 0 12/10/2024 EH DA DT ISSUED FORBID APPROVED BY: �SSIONAL E:SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: DETAILS No. DATE DSN CHK APP REVISION D. TAFTFARREN 6113125 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 SOUTH RENTON TRANSIT CENTER 556 1 N C'7 C'7 0 LU 0 N O N W O N H m U) U W C� I H Z Q ry H I 0 W ry I D m 0 I 0 co 00 LO co a 0I O Cn o � LO O (N Cfl O cy) N co — co m C0 J ~ O J � O 0 0 o O co co v Z z - N CO Z N — ch z c) 1'-2" M I N (2-DUCTS) (1-DUCT) FINISH GRADE SEE TRENCH AC TOPPING DETAIL (IF APPLICABLE) COMPACTED EARTH BACKFILL 2" 2" I WARNING TAPE MIN, D MIN, COMPACTED BEDDING AND PIPE ZONE MATERIAL CONDUIT D = 3" MIN FOR 2" AND LARGER CONDUIT D = 2" MIN FOR 1 1/2" AND SMALLER CONDUIT TRENCH AND CONDUIT PLACEMENT SCALE: NTS 1 06/13/2025 EH DA DT ADDENDUM #1 0 12/10/2024 EH DA DT ISSUED FOR BID No. DATE DSN CHK APP REVISION DESIGNED BY: D. TAFTFARREN DRAWN BY: I. KARNAS CHECKED BY: D.ANDERSON APPROVED BY: D. TAFTFARREN AFT_ jacobs 57079 ��A R"GIST BY- w� �sSI�NAL V, SUBMITTED BY: 6113125 R. PARGAS STmRIDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH Q w U)cn W J J z SOUNDTRANSIT DATE: 12/10/2024 SCALE: NTS FILENAME: S 1-BT120-E-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER R-4332479 DEVELOPMENT ENGINEERING msippo 11 /25/2025 Ul DRAWING NO.: BT120-EPD106 FACILITY ID: BT120 SHEET No: REV: 557 1 N co co W 0 N O N W O N H m U W C� I H Z Q ry H I c) W ry I D m 0 I 0 co 00 LO co a QI O Cn o � LO O (N Cfl O cy) N co _ co m L 1 06/13/2025 EH DA DT ADDENDUM #1 0 12/10/2024 EH DA DT ISSUED FOR BID No. DATE DSN CHK APP REVISION DESIGNED BY: J. SAXER DRAWN BY: E. HAJAS CHECKED BY: L. GLASER APPROVED BY: D. TAFTFARREN AFT F pacobs 57079 R&GISTBY- w� �sSI�NAL V, SUBMITTED BY: 6113125 R. PARGAS STmRIDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH Q w cncn W J J z SOUNDTRANSIT DATE: 12/10/2024 SCALE: 1 /4" = 1'-0" FILENAME: S 1-BT120-E-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER R-4332480 DEVELOPMENT ENGINEERING msippo 11 /25/2025 Ul DRAWING NO.: BT120-EPD107 FACILITY ID: BT120 SHEET No: REV: 558 1 N C'7 C'7 0 LU C� J U- 0') U) co co L (D I O N O N W O N H m C0 O N O N U (D O I U O J I Q rI CY), � U E 00 Lo a N U) O L a� N U) 0 N � U 1 06/13/2025 EH DA DT ADDENDUM #1 0 12/10/2024 EH DA DT ISSUED FORBID No. DATE DSN CHK APP REVISION 150 m m [5.91 "] 75 mm [2.95"]- CENTER OF SLOT IS REFERENCE ENSION FOR SHEET BT120-EPP231 e O DESIGNED BY: D. TAFTFARREN DRAWN BY: E. HAJAS CHECKED BY: D.ANDERSON APPROVED BY: D. TAFTFARREN O e O ., ES BUS TRAVEL DIRECTION 1600 mm [62.99"] 1300 mm [51.18"] C C C 0 DELETED� PANTOGRAPH MOUNTING DETAIL SCALE: 1 1/2" = V-0" .;acobs SUBMITTED BY: R. PARGAS -150 mm [5.91 "] Q W U 4bfTmRIDE U) C/) W J BRT General Engineering Consultant z LL DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH co LO co u E E O O SCALE: M;Vmr=" As indicated FILENAME: S 1-BT120-E-v2020 SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 GENERAL NOTES: 1. REFERENCE PANTOGRAPH INSTA TION MANUAL FOR CABINET INSTAL ION AND TERMINATION OF WIRING. STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER R-4332481 DEVELOPMENT ENGINEER*40 msippo 11 /25/2025 DRAWING NO.: BT120-EPD108 FACILITY ID: BT120 SHEET No: REV: 559 1 N C'7 C'7 0 LU LL Cn U) co co NI O N O N W O N m C0 'o N O N U) aD O U O J �I Q � C ,I � U E 00 :3 Lo a N (n O L a)0 N '4 U NOTES: 1. REFERENCE PANTOGRAPH INSTALLATION MANUAL PRIOR TO INSTALLATION. WINDOW LOCATION AND SIZE FOR: LOW VOLTAGE CABLE AND WIRE OPTION #1: CABLES INCOMING AND/OR EXITING WINDOW LOCATION AND SIZE FOR: LOW VOLTAGE CABLE AND WIRE OPTION #2: CABLES INCOMING AND/OR EXITING 0 0 0 E E C` N O E N a cs Lt 63.3 mm o� rn 91.9 mm [3.62" ] 406.4 mm [16.00"] N E E \ ` r, "m ).4 mm [11.00"] TOP/PLAN VI FRONT VIEW L J o e O N Cn E °') E 0o E ,'T E O co co O LO 762 mm [30.00"] BOTTOM VIEW ACM CONTROL BOX PREFERRED PENETRATIONS SCALE: 1" = 1'-0" 0 0 0 E E K N NOTES: 1. REFERENCE PANTOGRAPH INSTALLATION MANUAL PRIOR TO INSTALLATION. DC POS. CABLES IN/OUT, DELETED.* DC NEG. CABLES IN/OUT, LOWER LEFT OF WINDOW WINDO OCATION AND SIZE FOR: DC POWER%(PREFE OPTION #1 D: ALL CABLES INCOMING AND/ ITING 279.4 mm [11.00" ]= `6 RIGHT SIDE VIEW E E NCn M O E N E N N 6i r, E E 3.3 mm [2.49"] o 355.6 mm [14.00"]-, I 0 914.4 mm [36.00"] WINDOW LOCATION AND SIZE FOR: LOW VOLTAGE CABLE AND WIRE OPTION #2: CABLES INCOMING AND/OR EXITING 0 DC POS. CABLE 00 E UPPER LEFT OF \ E N O 0? �Nif E _ c 07 O � 00 C C _ r DC NEG. CABLES 11' LOWER RIGHT OF WII DC POS. CABLES IN/OUT, \ TOP OF WINDOW BACK VIEW DC NEG. CABLES IN/OUT, BOTTOM OF WINDOW ACM CONTROL BOX ALTERNATE PENETRATIONS SCALE: 1" = 1'-0" 63 �nm [11.00"] LEFT SIDE VIEW 1 0 \ 1 2 SCALE IN FEE FDEVELOPIMENT ENGINEER R-4332482o 11/25/20125 DESIGNED BY: SCALE: DRAWING NO.: D. TAFTFARREN Q w 1" = 1'-0" STRIDE BUS RAPID TRANSIT DRAWN BY: U FILENAME: SOUTH RENTON TRANSIT CENTER BT120-EPD109 E. HAJAS vaC� �.4bfTJ?IDE w J S1-BT120-E-v2020 BT105 FACILITY ID: CHECKED BY: BRT General Engineering Consultant z " SOUNDTRANSIT CONTRACT No.: ELECTRICAL BT120 1 06/13/2025 EH DA DT ADDENDUM #1 D. ANDERSON RTA/CN 0205-24 SHEET No: REV: 0 12/10/2024 EH DA DT ISSUED FOR BID APPROVED BY: SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: DETAILS No. DATE DSN CHK APP REVISION D. TAFTFARREN R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 SOUTH RENTON TRANSIT CENTER 560 1 N co co W O N C) N W 1 O N_ m r U w C� I U) z Q ry I 0 a I U) D 00 co O' 0 00 LO �o _o o� N (n 0 0 ZZZ LO M 00 CABINET FOUNDATION SEE STRUCTURAL DETAIL SHEET SEE STR DRAWIN( FOU N DA' 2'-5" 2'-2" POWER CABINET - LEFT SIDE VIEW SCALE: 1 " = 1'-0" POWER CABINET - ISO VIEW SCALE: 1" = 1'-0" DESIGNED BY: D. TAFTFARREN DRAWN BY: L KARNAS CHECKED BY: D.ANDERSON 0 12/10/2024 EH DA DT ISSUED FORBID APPROVED BY: No. DATE DSN CHK APP REVISION D. TAFTFARREN CABINET FOUNDATION SEE STRUCTURAL DETAIL SHEET BUS STATION PLATFORM .;acobs SUBMITTED BY: 12102124 R. PARGAS -0000 O u co co T- 1'- 2 1 /2" 2" 2' - 10" 1" I sms a ° --- LS SEE STRUCTURAL Q °.. 1.. I°I.4. 11 4 1'. e DRAWING FOR d ° FOUNDATION ° d ° d' � 1" • I I . bl I. °' d . ' ... d° ° j.l 1.° .. , '.. 44 . ' — — — — ` CONDUIT WELL i i x CONDUITS TO DEVICES �- — — — — — — — — — CONDUIT TO COMM CABINET POWER CABINET - FRONT VIEW SCALE: 1" = 1'-0" ° d d d °. ° d d d a' ° ° d ° C .a ... ° d ° d ca d c a d ° � n d ° d ° ° d d CANOPY LIGHTING CABINETS 1 OPEN BOTTOM INSIDE FLANGES PLATFORM ELECTRICAL CONDUITS 1'-0" d . d ' FOUNDATION CONTINUES FOR COMM CABINET Q. ° ° d O ° 4 d°'d N d ° ° .A 'a a o d d_ CONDUIT TO COMM CABINET CABINET FOUNDATION PEDESTAL TO BE 6" HEIGHT. SEE STRUCTURAL SHEETS FOR FOUNDATION DETAIL POWER CABINET - BOTTOM VIEW SCALE: 1" = 1'-0" Q J 4ST)?IDE (f) _ U) W J BRT General Engineering Consultant J LL DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH SCALE: M;Vmr=" 1 "=1'-0" FILENAME: S 1-BT120-E-v2020 SouNDT� A SIT CONTRACT No.: fVi/11 RTA/CN 0205-24 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 1 0 1 2 SCALE IN FEET DEVELOPMENT ENGINEERING R-4332483 msippo 11 /25/2025 U1 STRIDE BUS RAPID TRANSIT DRAWING NO.: SOUTH RENTON TRANSIT CENTER BT120-EPD110 BT105 FACILITY ID: ELECTRICAL BT120 SHEET No: REV: DETAILS SOUTH RENTON TRANSIT CENTER 561 0 N C'7 C'7 O 0 LU 0 N O N Iil 0 N H m Cn C) w CD I H Cn z Q ry ~I 0 ry I D am of 0 co 00 LO �0 o I Q N C/) 'zj- D N o O N Cfl CO NOTES: 1. GROUND FENCE POSTS CORNERS, ENDS, AND POSTS EVERY 160 FEET OF FENCELINE. 2. PROVIDE GROUNDING FOR FENCE POSTS ON EACH SIDE OF OVERHEAD POWER LINE. BURNDY TYPE 'GA-H' CONNECTOR #6 AWG------------------- GROUND ROD T FENCE POST GROUNDING SCALE: NTS EXOTHERMIC CONNECTION #4/0 BARE STRANDED COPPER GROUND CONDUCTOR FOUNDATION FINISHED GRADE EXOTHERMIC CONNECTION TO GROUND GRID z N BURNDY TYPE CONNECTOR #6 AV GROUND R I I BT120-EGS104 PIPE RACK SUPPORT STEEL STRUCTURAL STEEL GROUNDING DETAIL SCL OVERHEAD POWERLINE 11-0 IiVlVlrr[CJJIVIV L. 1 vr[ Y0 as ww 00 zz >> GROUND TEST WELL SCALE: NTS GENERATOR GROUNDING /�nklf+m TC''OVER W/ ANDHOLE. )NNECTOR, TWO INDUCTORS TO GROUND ROD TRIFIED CLAY PIPE, 12" I.D kRE COPPER SIZED PER PLAN I BT120-EGS103 BT120-EGS104 1/0 BARE COPPER GROUND CONDUCTOR, TYP. BURNDY QIKLUG TERMINAL BOLTED TO EQUIPMENT #2/0 INSULATED CU. GROUND CONDUCTOR EQUIPMENT ENCLOSURE 4" d ° o ;a 2411 MINIMUM d aa.. ° d .d a FINISHED FLOOR SLAB ° Q. . EXOTHERMIC CONNECTION TO GROUND LOOP EQUIPMENT GROUNDING DETAIL SCALE: NTS TYPICAL GROUND TAP CONNECTION BT120-EGS103 BT120-EGS104 OUND TYPICAL GROUND TAP CONNECTION DEVELOPMENT ENGINEERING 4 msippo 11 /25/2025 SCALE: NTS BT120-EGS 103 SCALE: NTS SCALE: NTS BT120-EGS 103 BT120-EGS104 BT120-EGS104 R-4332484 DESIGNED BY: SCALE: STRIDE BUS RAPID TRANSIT DRAWING NO.: DAFT BT120-EPD111 D. TAFTFARREN �� � sir Q w NTS DRAWN BY: Q'�e� o�'� 7 URIDE U) C/) FILENAME: SOUTH RENTON TRANSIT CENTER I. KARNAS vaCoS� w J S1-BT120-E-v2020 BT105 FACILITY ID: 9 CHECKED BY: 0 57079 BRT General Engineering Consultant z " SOUNDTRANSIT CONTRACT No.: ELECTRICAL BT120 D. ANDERSON ��� ��GISTER��w RTA/CN 0205-24 SHEET No: REV: 0 12/10/2024 EH DA DT ISSUED FORBID APPROVED BY: �NAL G�G� SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: DETAILS 562 rz/o2/z4 SOUTH RENTON TRANSIT CENTER 0 No. DATE DSN CHK APP REVISION D. TAFTFARREN R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 N co co W 0 N 0 N W O N H m co U W CD I H (n Z Q ry H I 0 W ry I D m 0 I 0 co 00 LO d M �o o QI N C!) ,zj- D 0 N LO cy) CO CADWELD TYPE "LA" #4/0 BARE COPPER CABLE CABLE TO LUG/BUSBAR GROUNDING DETAIL SCALE: NTS 0 1 12/10/2024 I EH I DA I DT I ISSUED FOR BID No. I DATE I DSN I CHK I APP I REVISION DESIGNED BY: D. TAFTFARREN DRAWN BY: I. KARNAS CHECKED BY: D.ANDERSON APPROVED BY: D. TAFTFARREN CADWELD TYPE "TA" #4/0 BARE COPPER CABLE CABLE TO CABLE GROUNDING DETAIL SCALE: NTS .;acobs SUBMITTED BY: 12/02/24 R. PARGAS 4STJ?IDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH Q w U)� W J Z J SOUNDTRANSIT DATE: 12/10/2024 CADWEL TYPE "R1 T4.TZ10 4/0 BARE COPPER CABLE REBAR GROUNDING DETAIL SCALE: NTS SCALE: NTS FILENAME: S 1-BT120-E-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 12/10/2024 BT120-EGS103 BT120-EGS104 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER R-4332485 DEVELOPMENT ENGINEERING msippo 11 /25/2025 Ul DRAWING NO.: BT120-EPD112 FACILITY ID: BT120 SHEET No: REV: 563 0 N C'7 C'7 0 W 0 U_ rn U) co co aD 0 I N O N w 6 N H m 'o N O N U N O U O J I Qry c � U E 00 :3 Lo a N U) O L N N 0 N -1- 0 UTILITY CUSTOMER (8)4"C PSE SEC CONDUC NEMA 3R, 3PH, 480/277V, 3000A, 65KAIC KCMIL CU ARY KCM-SW BD-01 PSE UTILITY FEED 0 BT120-T-101 PSE - KCM BEB CHARGING _Ly PAD MOUNTED TRANSFORMER SIZE TO BE DETERMINED BY PSE I UT UTILITY METER N b 400/3 AF b 400/3 AF b 400/3 AF b 400/3 AF b 400/3 AF b 400/3 AF b 600/3 AF b 600/3 AF b 6 G 50/3 D 250/3 AT D 250/3 AT D 250/3 AT D 250/3 AT D 250/3 AT D 250/3 AT D 250/3 AT D 250/3 AT D 2 BT120-N4-111 -- 3/0 CU ------------__ GEC BT120-N4-112 BT120-N4-113 BT120-N4-114 - BT120-N4-117 BT120-01 A BT120-02A BT120-03A 150 KW 150 KW 150 KW I POWER POWER POWER CABINET CABINET CABINET BT120-01 B BT120-02B BT120-03B 150 KW 150 KW 150 KW POWER POWER I POWER I CABINET CABINET I CABINET L J J HVC 300 CHARGER HVC 300 CHARGER HVC 300 CHARGER 0 KCM-T-01 -Ly 30KVA, 3PH 480V-208Y/120V BT120-N2-101 STEP DOWN TRANSFORMER NEMA 3R KCM-PB2-01 KCM 208/120V 3P4W YARD 100A PANEL MCB 22KAIC BT120-LCP-03 YARD LIGHTING CONTROLLER 1 06/13/2025 EH DA DT ADDENDUM #1 0 12/10/2024 EH DA DT ISSUED FORBID No. DATE DSN CHK APP REVISION DESIGNED BY: D. TAFTFARREN DRAWN BY: E. HAJAS CHECKED BY: D.ANDERSON APPROVED BY: D. TAFTFARREN 11 BT120-N4-1 5 BT120-N4-116 AF 600/3 AF u 600/3 600/3 AF u AT D 2550/3 AT D 2550/3 AT D 2550/3 AT D 114) � (114) `1 (11 ) ^) 30d) 114 I SPD DELETED UTILITY CUSTOMER KEY NOTES: E�114 PROVIDE (1)3"C FROM KCM-SWB 1 TO HANDHOLE BT120-HHLV-01. S BT120-EPP242. 116 PROVIDE GROU FAULT PROTECTION FOR ALL BREAKFIRS 1000A OR MORE AND 150V TO GROUN R MORE AS REQUIRED PER NEC 230. PROVIDE ARC ENERGY REDUCTION: ENERGY REDUCING MAINTENACE SWITCH PER NEC 240.84(B)(3). 118 PROVIDE TWO 600A FRAME SPACES FOR ADDITIONAL TWO 250/3 BREAKERS. 131 120V LIGHTING CIRCUITS TO INDIVIDUALLY FEED THROUGH SEPARATE LIGHTING CONTROLLER CONTACTORS. G SERVICE FOR FUTURE CHARGERS ----------------------------------------------------------------- PSE UT LITY FEED I I B 120-T-102 ( UTURE) SE - KCM BEB CHARGING �' AD MOUNTED TRANSFORMER SIZE TO BE DETERMINED BY PSE (8)4"C, FOR FUTURE PSE SECONDARY CONDUCTORS 9 ITY METER C11y6l 7 3000/3 ^ DPM (FUTURE) KCM SWBD-02, NEMA 3R, 3PH, 480/277V, 3000A, 65KAIC 4 1 I t t I t t t t t t N 600/3 AF 600/3 AF 600/3 AF 600/3 AF 600/3 AF 600/3 AF 600/3 AF 600/3 AF 600/3 AF 600/3 AF 600/3 AF 600/3 AF 30/3 G 250/3 AT p) 250/3 AT ) 250/3 AT ) 250/3 AT q) 250/3 AT ) 250/3 AT ) 250/3 AT ) 250/3 AT ) 250/3 AT q) 250/3 AT Q) 250/3 AT ) 250/3 AT ) q) q ) ) 3/0 CU GEC SPD FDEVESLiOPMENT ENGINEERING Aoftkl o � I o 11 /25/2025 11 .;acobs SUBMITTED BY: R. PARGAS SCALE: Q w mwrm NTS Q FILENAME: STmRIDE U w J S 1-BT120-E-v2020 BRT General Engineering Consultant z " SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: REVIEWED BY: DATE: SUBMITTAL DATE: 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ELECTRICAL BEP ONE -LINE NE 145TH ST TO 98TH AVE NE I R-4332486 DRAWING NO.: BT120-EPS101 FACILITY ID: BT120 SHEET No: REV: 564 1 N C'7 0 LU 0 N 0 N IiI 0 N m U) w C� I z ry I 0 a ry I D m 0 I 0 co 00 LO co a CI c� ti U) o � L o (N o cy) N co — co m UTILITY CUSTOMER M PSE UTILITY METER KCM SERVICE BT120-T-100 p PSE - ST _Ly PAD MOUNTED TRANSFORMER SIZE TO BE DETERMINED BY PSE PROVIDE SECONDARY FEEDER SIZE, QUANTITY AND WIRING METHOD AS REQUIRED PER PSE 600/3 " MAIN BREAKER 2" CONDUIT STUBBED TO ROOF AND CAPPED FOR SOLAR READINESS M )� PSE UTILITY METER ST SERVICE DPM b 125/3) 400/3) 43 ) Q BT120-SWGR-01, 480/277V, 3PH, 600A, 65kAIC Q o 60/3 v) 70/3 v) 400/3) 200/3 ) N G 3/0 C U 11 8 GEC FSPD 3 p 75kVAKCM-T-02 75kVA YrTSTEP 480V - 208Y/120V DOWN TRANSFORMER U KCM PANEL KCM-PB2-02 208/120V 3P4W 100/2) 100/3) 200A BUS Q Q 200A MCB 22KAIC 13 KCM-PB2-04 KCM 208/120V 3P 4W TELECOMM 100A BUS PANEL 10KAIC KCM-MBP-01 n T_100/�27 8KW UPS TELE KCM-UPS-1 208/120V 2P 3W SCALABE UP TO 16KW C130 T-02 p 45kVA5kVA, 3PH 480V - 208Y/120V -Ey STEP DOWN T5TRANSFORMER EV PANEL BT120-PB2-06 208V/120V 3P4W 125A MCB 22KAIC BT120-PB4-01 480/277V 3P4W 100A 22KAIC 13 KCM PLATFOR M PANEL KCM-PB2-03 208/120V 2P3W 100A BUS 90A MCB 10KAIC ELECTRICAL BT120-LCP-01 ROOM LIGHTING CONTROLLER 1 06/13/2025 EH DA DT ADDENDUM #1 0 12/10/2024 EH DA DT ISSUED FOR BID No. DATE DSN CHK APP REVISION BT120-ATS-01 480/277V 3PH 400A 4-POLE zkm� 11 BT120-SWBD-01, 480/277V, 3PH, 400A, 65kAIC 100/3) 250/3 ) T 9 BT120-T-01 SITE p 150kVA, 3PH LIGHTING & 480V - 208Y/120V PERMANENT STEP DOWN LOAD PANEL TRANSFORMER ( 00 BT1 20-SWBD-02. 208/12OV. 3PH. 400A. 65kAIC 100/3 ) m SECURITY PANEL BT120-PB2-01 208/120V 3P4W 100A 22KAIC DESIGNED BY: D. TAFTFARREN DRAWN BY: E. HAJAS CHECKED BY: D.ANDERSON APPROVED BY: D. TAFTFARREN 400/3 ) KEY NOTES: 130 480V LIGHTING CIRCUITS TO INDIVIDUALLY FEED THROUGH SEPARATE LIGHTING CONTROLLER CONTACTORS. 131 120V LIGHTING CIRCUITS TO INDIVIDUALLY FEED THROUGH SEPARATE LIGHTING CONTROLLER CONTACTORS. 1 200/3) 175/3 7 BT120-GEN-01 30OKW/375KVA 3PH, 480/277V STANDBY GENERATOR G _ 3/0 CU GEC 400/3) 200/3 (111 ST PANEL BT120-PB2-03 208/120V 3P4W 100/3) 200A 0 22KAIC BT120-PB2-05 ST 208/120V 3P 4W TELECOMM 100A BUS PANEL 10KAIC I I 20KW 6 UPS TELE BT120-UPS-01 208/120V 3P 4W SCALABE UP TO 40KW L— — — — — — — — pacobs �57079 R�GISTEY- ww �sSIONAL E��� SUBMITTED BY: DATE: 6113125 R. PARGAS 12/10/2024 FEEDER SCHEDULE ID FEEDER AMPS CONDUIT AND FEEDER FEEDING THESE DEVICES 1O 20 1 /2"C,3#12,#12G FACP O2 60 1 "C,3#4,#4N,#10G LCP, BT120-PB2-04 O3 100 1-1 /4"C,3#1,#8G BT120-T-02 O4 100 1-1 /2"C,3#1,#1 N,#8G O5 125 2"C,3#1/0,#1/ON,#6G BT120-PB2-05, BT120-PB2-06, KCM-T-022-04, KCM-PB2-04 O6 175 2"C,3#2/0,#2/ON,#6G BT120-MBP-01, BT120-PB2-02 O7 200 2"C,3#3/0,#3/ON,#6G BT120-PB2-03 O8 200 2-1/2"C WITH PULLSTRING FUTURE BT120-SWBD-03, FUTURE BT120-ATS-02 O9 250 2"C,3#250kcmil,#4G BT120-T-01 10 400 (2)2-1/2"C,3#3/0,#3/0N,#1/0G BT120-SWBD-02 11 400 (2)2-1/2"C,3#4/0,#4/ON,#2G BT120-ATS-01, BT120-SWBD-01 12 200 2"C,3#3/0,#3/ON,#4G KCM-PB2-02 13 100 1-1 /2"C,2#1,#1 N,#8G KCM-PB2-03, KCM-MBP-01 14 125 2"C, 3#1 /0, #6G KCM-T-02 SOME FEEDERS SIZES INCREASED FOR VOLTAGE DROP MITIGATION. CONTRACTOR RESPONSIBLE TO ENSURE WIRE BENDING SPACE AND TERMINATIONS ARE ADEQUATE ST UPS 90/3 ) 90/3 PANEL 100/3 BT120-PB2-02 4 208/120V 3P4W 22KAIC S BT120-PB2-04 ST 208/120V 3P4W M z PLATFORM 100A BUS PANEL 100A MCB BT120-EL-1 BT120-EL-2 10KAIC 480V 3PH 480V 3PH 131 40HP 40HP 4STmRIDE BRT General Engineering Consultant REVIEWED BY: J. ALTCHECH BT120-LCP-02 PLATFORM LIGHTING CONTROLLER SCALE: Q w mrr NTS Q FILENAME: U)� w J S 1-BT120-E-v2020 z U_ SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ELECTRICAL CORE FACILITES ONE -LINE NE 145TH ST TO 98TH AVE NE I I I I I I I I I I I I I I R-4332487 DEVELOPMENT ENGINEERING -r msippo 11 /25/2025 DRAWING NO.: BT120-EPS102 FACILITY ID: BT120 SHEET No: REV: 565 1 N C'7 C'7 0 W 0 J LL O U) co co L N I O N O N W O N H m U) O N O N U N O I U O J �I Q � c ,I � U E 00 :3 Lo a N (n O L m 0 N � U MANUAL OPERATION PUSH BUTTON TYPE 2, 10-C #18 1 "C, CAT 6 DATA CABINET - - - - - - - -- KCM-SWBD-01 AC POWER 480V 480V, 3PH, 3°C, 3#300KCMIL, #300KCMIL G IN SINGLE 3"C MANUAL OPERATION TYPE 2, 10-C #18 PRIMA'R,Y BEB AC UTILITY POWER BEB ACM CHARG TYPE 2, 4-C #14, #2 GN MODULE w J m a U'H I 0 Zloo (D Vim N Yia W J U0'M I m J Lj a U cl�I LUUj w a \5[��,v .i_ ERLOCK CABLE TYPE -PAIR # 8 TSP COMMUNICA ON CABLE ----------------------------- TYPE GLAS FIBER, 8-FIBER OM3 DC POWE , 1500VDC, TYPE BEB (3"C, 2#250KCMIL) 3" SPA CONDUIT DC POWER_1500VDC_TYI DELETED. I I I I I I I I I I I I I E BEB (3'C, 2#250KCMIL) -------------- LU IJ I I 75 IV I I IOLO I I I I ply > I N LU m I LU LU JI z CD LO a U JI QI� UI JI� U SIN l UI 0I N w m I m Q C7 � a I N Z 1 00 UU LU J O 2 U U' I UI� I' UI� Q UI� o.� a alp alp LU m BEB PANTOGRAPH JUNCTION BOX SP ENSTOTO --- ---- -------- E-STOP 1"C, -C #18 IN SINGLE LINE TYPE LEGEND AC POWER (SIZE AS INDICATED) ----- DC POWER (SIZE AS INDICATED) - - - - -I- - - DATA & CONTROL AC POWER X 1 \ 1 / I \ E-STOP & INTERLOCK 480V, 3PH, 3°C, 3#300KCMIL, #300KCMIL G ARE CONDUIT W/ PULL STRING (SIZE AS INDICATED) R-4332488 DEVELOPMENT ENGINEER*40 msippo 11 /25/2025 DESIGNED BY: SCALE: DRAWING NO.: D. TAFTFARREN Q w NTS STRIDE BUS RAPID TRANSIT wm DRAWN BY: U FILENAME: SOUTH RENTON TRANSIT CENTER BT120-EPS103 E. HAJAS RIDE c/) U) vaco s w J S1-BT120-E-v2020 BT105 FACILITY ID: CHECKED BY: BRT General Engineering Consultant z U` SOUNDTRANSIT CONTRACT No.: ELECTRICAL BT120 1 06/13/2025 EH DA DT ADDENDUM #1 D. ANDERSON RTA/CN 0205-24 SHEET No: REV: 0 12/10/2024 EH DA DT ISSUED FOR BID APPROVED BY: SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: BEB CHARGING BLOCK DIAGRAM NE 145TH ST TO 98TH AVE NE 566 1 No. DATE DSN CHK APP REVISION D. TAFTFARREN R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 N cM (') O W 0 CV O N w 0 CV m U) U w U) z U) D m o� 0 00 lqi- o� CO Q M COU) N C)O CV Cy) CO 2 co m LP08 LP07 LP06 LP05 LP10 LP24 LP25 5,7 5,7 5,7 5,7 5,7 5,7 5,7 (LN-1) (LN-1) (LN-1) (LN-1) (LN-1) (LN-2) (IN-2) GENERAL NOTES: VC, 2#10, 1 #10G 1 "C, 2#10, 1 #10G 1 "C, 2#10, 1 #10G 1 "C, 2#10, 1 #10G 1 "C, 2#10, 1 #10G 1 "C, 2#10, 1 #10G 1. SEE ILLUMINATION SHEETS BT120- CLS102 AND BT120-CLS103 FOR ILLUMINATION POLE SCHEDULE. BT120-HH-SL-08 BT120-HH-SL-07 BT120-HH-SL-06 BT120-HH-SL-05 BT120-HH-SL-10 BT120-HH-SL-24 BT120-HH-SL-25 C� LP09 LP19 LP20 LP21 �'`p LP22 LP23 LP04 LP03 SYMBOL LEGEND 5,7 5,7 5,7 5,7 p, 5,7 5,7 5,7 5,7 (LN-1) (LN-1) (LN-1) (LN-1) �� (LN-1) (LN-1) (LN-1) (LN-1) LIGHT POLE NUMBER LP01 / 9,11 CIRCUIT IDENTIFIER (LN-1) LUMINAIRE TYPE VC, 2#10, 1 #10G 1 "C, 2#10, 1 #10G VC, 2#10, 1 #10G 1 "C, 2#10, 1 #10G 1 "C, 2#10, 1 #10G VC, 2#10, 1 #10G _1-C, 2#10, 1 #10G 1 "C, 2#10, 1 #1 OG LUMI NAIRE BT120-HH-SL-09 BT120-HH-SL-19 BT120-HH-SL-20 BT120-HH-SL-21 BT120-HH-SL-22 BT120-HH-SL-23 BT120-HH-SL-04 BT120-HH-SL-03 LP33 LP14 LP13 LP12 LP11 LP31 LP34 LP37 PULLBOX 6,8 6,8 6,8 6,8 6,8 6,8 6,8 6,8 BT120-HH-SL PULLBOX ID (IN-2) (LN-1) (LN-2) (LN-1) (IN-2) (LN-2) (LN-1) (LO) 2"C, 4#10, 1 #10G 1 "C, 2#10, 1 #10G 1 "C, 2#10, 1 #10G 1 "C, 2#10, 1 #10G 1 "C, 2#10, 1 #1 OG 1 "Cl 2#10, 1 #1 OG 1 "C, 2#10, 1 #10G 1 "C, 2#10, 1 #1 OG BT120-HH-SL-33 BT120-HH-SL-80 BT120-HH-SL-14 BT120-HH-SL-13 BT120-HH-SL-12 BT120-HH-11 BT120-HH-SL-31 BT120-HH-SL-34 BT120-HH-SL-37 LP15 LP26 LP85 6,8 6,8 6,8 LP36 LP17 2,4 2,4 bK5, PB4-6"V4 (LN-1) (LN-2) (LN-2) 1 (I-2) (LN-2) 8 = 5.0 2"C, 4#10, 1#10G = 5. 1 "C, 2#10, 1 #1 OG 1 "C, 2#10, 1 #1 OG 1 "C, 2#10, 1 #10G 1 "C, 2#10, 1 #1 OG BT120-HH- BT120-HH-SL-15 BT120-HH-SL-26 BT120-HH-SL-85 BT120-HH-SL-17 LP18 6,8 LP57 LP50 LP40 LP39 LP35 2,4 2,4 2,4 2,4 2,4 (LN-1) CKT LOADS: 2"C, 2#10, 1 #10G (LN-2) (LN-2) (LN-1) (LN-1) (LN-2) CKT LOADS: CKT 2,4 = 4.72KVA @ 480V, 1 PH o 1 "C, 2#10, 1 #1 OG 0 1 "C, 2 10, 1 #10G 1 "C, 2#10, 1 #10G 1 "C, 2#10, 1 #1 OG 1 "C, 2#101 1 #10G 1 "C, 2#10, 1 #1 OG BT120-HH-SL-18 N U BT120-HH-SL-57 BT120-HH-SL-50 BT120-HH-SL-40 BT120-HH-SL-39 BT120-HH-SL-35 LP32 LP82 LP16 r' LP52 LP75 LP74 1,3 2,4 2,4 �0 2,4 1,3 1,3 (LN-1) (LN-2) (LN-2)� (LN-2) (LO) (LO) 1 oc 1 "C, 10, 1 #10G VC 2#10, 1 #10G 1 "C, 2#10, 1 #1 OG 1 "C, 2#10, 1 #1 OG BT120-HH-SL-32 BT120-HH-SL-82 BT120-HH-SL-16 BT120-HH-SL-52 BT120-HHtl BT120-HH-SL-74 LP41 LP58 LP83 LP55 LP54 LP53 LP51 LP49 LP38 1,3 1,3 1,3 1,3 1,3 1,3 1,3 1,3 1,3 (I-1) (LN-1) (I-1) (LO) (LO) (I-1) (I-1) (LO) (LO) 1 1 "C, 2#10, 1 #10G 1 "C, 2#10, 1 #10G 1 "C, 2#10, 1 #1 OG, 2#10, 1 #1 OG A 1 "C,2#10, 1 #10G 1 "C, 2#10, 1 #1 OGA 1 "C, 2#10, 1 #10G g VC, 2#10, 1 #10G k 1 "C, 2#10, 1 #10G 'C, 2#10, 1 #10G BT120-HH-SL-41 BT120-HH-SL-58 BT120-HH-SL-56 BT120-HH-SL-83 BT120-HH-SL-55 BT120-HH-SL-54 BT120-HH-SL-53 BT120-HH-SL-51 BT120-HH-SL- 9 BT120-HH-SL-38 LP43 LP44 LP45 LP46 LP47 LP48 LP02 LP30 LP29 LP28 LP42 LP27 153 1,3 1,3 1,3 10,12 10,12 10,12 10,12 10,12 10,12 10,12 10,12 (LN-2) (LN-1) (IN-1) (LN-2) (LN-2) (LN-2) (LN-1) (LN-1) (LN-2) (LN-2) (LN-2) (LN-1) 2"C, 6#10, 1 #10G 2"C, 6#10, 1 #10G 2"C, 6#10, 1 #10G 2"C, 4#10, 1 #10G 1 "C, 2#10, 1 #1 OG 1 "C, 2#10, 1 #1 OG 1 "C, 2#10, 1 #10G 1 "C, 2#10, 1 #10G 1 "'C, 2#10, 1 #10G 1 "C, 2#10, 1 #10G 1 "C, 2#10, 1 #10G BT120-HH-SL-43 BT120-HH-SL-44 BT120-HH-SL-45 BT120-HH-SL-46 BT120-HH-SL-47 BT120-HH-SL-48 BT120-HH-SL-02 BT120-HH-SL-30 BT120-HH-SL-29 BT120-HH-SL-28 BT120-HH-SL-42 BT120-HH-SL-27 _ LP77 LP76 n LP78 n LP79 n LP71 LP72 LP73 LP01 T L S: 1,3 1,3 � 1,3 � 1,3 � 9,11 9,11 9,11 9,11 9 LP86 2"C, 6#10, 1 #10G (LN-2) (LO) o (LN-1) o (LO) o (LO) (LO) (LO) (LN-2) 10,12 C T ,3 = 5.93KVA 48OV, 1 P CKT 9,11 = 1.035KVA @ 480V, 1 PH CKT 10,12 = 3.99KVA 480V, 1 PH G) G) C) 1 �o 1 "C, 2#10, 1 #10G 1 "C, 2#10, 1 #10G 1 "C, 2#10, 1 #1 OG 1 "C, 2#10, 1 #10G 1 "C, 2#10, 1 #10G G) 1 BT120-HH-SL-77 BT120-HH-SL-76 BT120-HH-SL-78 BT120-HH-SL-79 BT120-HH-SL-71 BT120-HH-SL-72 BT120-HH-SL-73 BT120-HH-SL-01 BT120-HH-SL-86 2 1 DEVELOPMENT ENGINEERING msippo 11 /25/2025 R-4332489 DESIGNED BY: F SCALE: DRAWING NO.: D. TAFTFARREN �AFT� STRIDE BUS RAPID TRANSIT � o s� Q -i NTs BT120-EPS104 DRAWN BY: �! o 7 C) FILENAME: SOUTH RENTON TRANSIT CENTER E. HAJAS � a CO s RIDE w J S 1-BT120-E-v2020 BT 105 FACILITY ID: 2 06/27/2025 EH DA DT ADDENDUM #2 CHECKED BY: BRT General Engineering Consultant J LL SouNDTRANSIT CONTRACT No.: ELECTRICAL BT120 1 06/13/2025 EH DA DT ADDENDUM #1 L. GLASER ��o� �F�IWO- � �� 1 RTA/CN 0205-24 SHEET No: REV: 0 12/10/2024 EH LG DT ISSUED FORBID APPROVED BY: �SSI�NAL'V- SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: SITE LIGHTING WIRING DIAGRAM No. DATE DSN CHK I APP REVISION I D. TAFTFARREN 1 6/2 712 5 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 NE 145TH ST TO 98TH AVE NE 567 2 N co co 6 i w C� J U_ rn co co (D of N O N W 6 N H m U) 'o N O N U N O I U O J I Q ry c � U 0 Lo a N U) O L a� N U) 0 N -1- 0 ANELBOARD: KCM-SWBD-01 LOCATION: ELECTRICAL YARD VOLTAGE: 480/277 SUPPLY FROM: PSE XFMR BT120-T-101 BUS AMPS: 3000 A MOUNTING: FLOOR/PAD 3000A MCB ENCLOSURE: NEMA 3R (NON -WALK-IN) NOTES LOAD DESC TIONS FRAME TRIP POLES CKT NO A B C TYPE AMPS LSIG A B C CKT POLES TRIP FRAME AMPS INTERRUPTING RATING (kA... 65 GROUND BUS: FULL NEUTRAL BUS RATING: FULL SUBFEED LUGS: N/A INTEGRAL SPD: YES DESCRIPTIONS LOAD NOTES TYPE SPD 30 3 1 0 VA 54850 VA 2 3 250 600 HVC 150 PWR CABINET #4A C - - - 3 0 VA 54850 VA 4 - - - C - - - 5 0 VA 54850 VA 6 - - - C C BT120-BEB-01A 600 250 3 7 54850 VA 54850 VA 8 3 250 600 HVC 150 PWR CABINET #413 C C - - - 9 54850 VA 54850 VA 10 - - - C C - - - 11 54850 VA 54850 VA 12 - - - C C BT120-BEB-01B 600 250 3 13 54850 VA 54850 VA 14 3 250 600 HVC 150 PWR CABINET #5A C C - - - 15 54803 VA 54850 VA 16 - - - C C - - 17 54850 VA 54850 VA 18 - - - C C BT120-BEB-02A 600 250 3 19 54850 VA 54850 VA 20 3 250 600 HVC 150 PWR CABINET #56 C C - - - 1 54850 VA 54850 VA 22 - - - C C - - - 2 54850 VA 54850 VA 24 - - C - C BT120-BEB-02B 600 250 3 25 850 VA 54850 VA 26 3 250 HVC 150 PWR CABINET #6A C - - - 27 54850 VA 54850 VA 28 - - C C - - - 29 54850 VA 54850 VA 30 - - - C C BT120-BEB-03A 600 250 3 31 54850 VA 54850 VA 32 250 600 HVC 150 PWR CABINET #613 C C - - - 33 54850 V 54850 VA 34 - - - C C - - - 35 5 0 VA 54850 VA 3 - - - C C BT120-BEB-03B 600 250 3 37 54850 VA 8 3 250 600 SPARE C - - - 39 54850 VA 40 - - - C - - - 41 54850 VA 42 - - - D PANEL KCM-P62-01 VIA KCM-T-01 50 3 43 664 VA Z 44 3 250 600 SPARE D - - 45 1000 VA 46 - - - D - - 47 TOTAL CONNECTED LOAD / PHASE: 658200 VA 1920 VA 658153 VA 48 - 6582 OVA - - LOAD CLASSIFICATIONS CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND TOTAL LOAD SUMMARY RECEPTACLE 0.00 50%>10K 0 LOAD (kVA) CURRENT (AMPS) LIGHTING 0.00 125% 0 VA CONNECTED LOAD: 1974553 VA CONNECTED CURRENT: 2375 CONTINUOUS 1974553.00 125% 2468191 VA ESTIMATED DEMAND LOAD: 2468191.25 ESTIMATED DEMAND CURRENT: 2969 NON -CONTINUOUS, HVAC, CYCLING 0.00 100% 0 VA ESTIMATED DEMAND FACTOR: 1.25 LARGEST MOTOR 0.00 125% 0 VA SPARE CAPACITY: NON -COINCIDENTAL 0.00 0% 0 VA DIVERSIFIED (MIXED LOADS PER NEC INCLUDED ABOVE) 0.00 100% 0 VA ESTIMATED CURRENT WITH SPARE: ESTIMATED LOAD WITH SPARE: DELETED PANELBOARD NOTES: SPD BREAKER SIZED PER MANUFACTURER'S RECOMMENDATION. PANELBOARD: KCM-PB2-01 LOCATION: ELECTRICAL YARD VOLTAGE: 208/120 INTERRUPTING RATING (kA SYMMETRICAL): 1 OK SUPPLY FROM: KCM-SWBD-01/KCM-T-01 BUS AMPS: 100 A GROUND BUS: FULL MOUNTING: SURFACE 100A MCB NEUTRAL BUS RATING: FULL ENCLOSURE: NEMA 3R SUBFEED LUGS: N/A INTEGRAL SPD: NO NOTES LOAD TYPE DESCRIPTIONS FRAME TRIP AMPS POLES CKT NO A B C A B C CKT POLES TRIP AMPS FRAME DESCRIPTIONS LOAD TYPE NOTES L CHARGING YARD LIGHTING 20 1 1 304 VA 360 VA 1 20 CHARGING YARD RECEPTACLE R L BUS GANTRY LIGHTING 20 1 3 880 VA 120 VA 4 1 20 BT120-LCP-03 C SPARE 20 1 5 1920 VA 6 1 20 SYSTEMS CABINET R SPARE 20 1 7 8 20 SPARE SPARE 20 1 9 10 1 20 SPARE SPARE 20 1 11 12 1 2 SPARE 13 14 1 16 17 18 19 20 TOTAL CONNECT LOAD / PHASE: 664 VA 1000 VA 1920 VA LOAD CLASSIFICATIONS CONNECTLOAD DEMAND FACTOR ESTIMATED DEMAND TOTAL LOAD SUMMARY RECEPTACLE 80.00 50%>10K 2280 LOAD (kVA) CURRENT (AMPS) LIGHTING 1184.00 125% 1480 VA CONNECTED LOAD: 3584 VA CONNECTED CURRENT: 10 CONTINUOUS 120.00 125% 150 VA ESTIMATED DEMAND LOAD: 3910 ESTIMATED DEMAND CURRENT: 11 NON -CONTINUOUS, HVAC, CYCLING 0.00 100% 0 VA ESTIMATED DEMAND FACTOR: 1.09 LARGEST MOTOR 0.00 125% 0 VA SPARE CAPACITY: NON -COINCIDENTAL 0.00 0% 0 VA DIVERSIFIED (MIXED LOADS PER NEC I LUDED ABOVE) 0.00 100% 0 VA ESTIMATED LOAD WITH SPARE: ESTIMATED CURRENT WITH SPARE: PANELBOARD NOTES: SPD BREAKER SIZED PER MANUFACTURER'S RECOMMENDATION. 1 06/13/2025 EH DA I DT ADDENDUM #1 0 12/10/2024 EH DA DT ISSUED FOR BID No. DATE DSN CHK APP REVISION DESIGNED BY: D. TAFTFARREN DRAWN BY: I. KARNAS CHECKED BY: D.ANDERSON APPROVED BY: D. TAFTFARREN .;acobs SUBMITTED BY: R. PARGAS 45TmRIDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH QUJ J Q Lnco W J Z J SOUNDTRANSIT DATE: 12/10/2024 SCALE: NTS FILENAME: S 1-BT120-E-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ELECTRICAL KCM PANEL SCHEDULES SOUTH RENTON TRANSIT CENTER R-4332490 DEVELOPMENT ENGINEERING msippo 11 /25/2025 DRAWING NO.: BT120-EPS110 FACILITY ID: BT120 SHEET No: REV: 568 1 N co co w 0 N 0 N W O N H m co U W CD I H (n Z Q ry H I 0 W Q ry I D m 0 I 0 co 00 LO d 0 ~ I o� N C!) ,zj- D O 0 LO cy) CO PANELBOARD: KCM-PB2-03 LOCATION: BUS PLATFORM VOLTAGE: 208/120 INTERRUPTING RATING (kA SYMMETRICAL): 10 SUPPLY FROM: KCM-PB2-02 VIA KCM-UPS-01 BUS AMPS: 100 GROUND BUS: FULL MOUNTING: SURFACE 100 MLO NEUTRAL BUS RATING: FULL ENCLOSURE: NEMA 3R SUBFEED LUGS: N/A INTEGRAL SPD: NO NOTES LOAD TYPE DESCRIPTIONS FRAME TRIP AMPS POLES CKT NO A B A B CKT POLES TRIP AMPS FRAME DESCRIPTIONS LOAD NOTES TYPE N BAY 2 CANOPY VMS 20 1 1 1020 VA 1020 VA 2 1 20 BAY 3 CANOPY VMS N N BAY 2 DATA SYSTEMS CABINET 20 2 3 1292 VA 4 1 20 SPARE R R BAY 2 SYSTEMS CABINET REC - - 5 1800 VA 1292 VA 6 2 20 BAY 3 DATA SYSTEMS CABINET N SPARE 20 1 7 1800 VA 8 - - BAY 3 SYSTEMS CABINET REC R SPARE 20 1 9 10 1 20 SPARE SPARE 20 1 11 12 1 20 SPARE SPARE 20 1 13 14 1 20 SPARE SPARE 20 1 15 16 1 20 SPARE SPARE 20 1 17 18 1 20 SPARE SPARE 20 1 19 20 1 20 SPARE SPARE 20 1 21 22 1 20 SPARE SPARE 20 1 23 24 1 20 SPARE 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 TOTAL CONNECTED LOAD / PHASE: 5132 VA 3092 VA LOAD CLASSIFICATIONS CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND 4892 LOAD (kVA) CURRENT (AMPS) 0 VA CONNECTED LOAD: 10536 VA CONNECTED CURRENT: 29 RECEPTACLE 4892.00 50%>10K LIGHTING 0.00 125% CONTINUOUS 0.00 125% 0 VA ESTIMATED DEMAND LOAD: 8224 ESTIMATED DEMAND CURRENT: 23 NON -CONTINUOUS, HVAC, CYCLING 3332.00 100% 3332 VA ESTIMATED DEMAND FACTOR: 0.78 LARGEST MOTOR 0.00 125% 0 VA SPARE... NON -COINCIDENTAL 0.00 0% 0 VA DIVERSIFIED (MIXED LOADS PER NEC INCLUDED ABOVE) 0.00 100% 0 VA ESTIMATED CURRENT WITH SPARE: ESTIMATED LOAD WITH SPARE: PANELBOARD NOTES: 0 1 12/10/2024 1 EH I DA I DT I ISSUED FORBID No. I DATE I DSN I CHK I APP I REVISION DESIGNED BY: D. TAFTFARREN DRAWN BY: E. HAJAS CHECKED BY: D.ANDERSON APPROVED BY: D. TAFTFARREN T AFT. .;acobs 57079 � �EGISTERti� �SSIONAL IESUBMITTED BY: DATE: 12/02/24 R. PARGAS 12/10/2024 4STmRIDE BRT General Engineering Consultant REVIEWED BY: J. ALTCHECH Q W Q U� W J J SOUNDTRANSIT DATE: 12/10/2024 SCALE: NTS FILENAME: S 1-BT120-E-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ELECTRICAL KMC PANEL SCHEDULES SOUTH RENTON TRANSIT CENTER R-4332491 DEVELOPMENT ENGINEERING msippo 11 /25/2025 Ul DRAWING NO.: BT120-EPS111 FACILITY ID: BT120 SHEET No: REV: 569 0 N co co w 0 N 0 N Iil 0 N H m 0 W CD I H Z Q ry I- I 0 n ry I (n D m 0 I 0 co 00 LO co 0 a I Cn 0 L o N (0 o cy) N rn m PANELBOARD: BT120-SWGR-01 LOCATION: ELECTRICAL ROOM VOLTAGE: 480/277 INTERRUPTING RATING (kA SYMMETRICAL): 65 SUPPLY FROM: PSE XFMR BT120-T-100 BUS AMPS: 600 GROUND BUS: FULL MOUNTING: FLOOR 400 MCB LSI BT120 METER NEUTRAL BUS RATING: FULL ENCLOSURE: NEMA 1 125 MCB LSI KCM METER SUBFEED LUGS: N/A INTEGRAL SPD: YES NOTES LOAD DESCRIPTIONS FRAME TRIP POLES CKT NO A B C A B C CKT POLES TRIP FRAME DESCRIPTIONS LOAD NOTES TYPE AMPS AMPS TYPE SPD 100 30 3 1 0 VA 33000 VA 2 3 200 400 (FUTURE GARAGE) BT120-SWBD-03 D - - - 3 0 VA 33000 VA 4 - - D - - - 5 0 VA 33000 VA 6 - - D D BT120-PB2-06 VIA BT120-T-02 100 100 3 7 6656 VA 8 3 - - - - - 400 SPACE D - - - 9 3328 VA 10 D - - - 11 3328 VA 12 D BT120-SWBD-01 VIA BT120-ATS-01 400 400 3 13 44229 VA 14 3 - 200 SPACE D - - - 15 39949 VA 16 - - D - - - 17 39037 VA 18 - - C 19 20 C 21 22 C 23 24 D KCM-P132-02 VIA KCM-T-02 200 125 3 25 14818 VA 26 3 - 200 SPACE FOR SOLAR REDINESS D - - - 27 10772 VA 28 - - D - - - 29 7067 VA 30 - - TOTAL CONNECTED LOAD / PHASE: 98703 VA 87049 VA 82432 VA LOAD CLASSIFICATIONS CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND TOTAL LOAD SUMMARY RECEPTACLE 0.00 50%>10K 0 LOAD (kVA) CURRENT (AMPS) LIGHTING 0.00 125% 0 VA CONNECTED LOAD: 268183 VA CONNECTED CURRENT: 323 CONTINUOUS 0.00 125% 0 VA ESTIMATED DEMAND LOAD: 268183 ESTIMATED DEMAND CURRENT: 323 NON -CONTINUOUS, HVAC, CYCLING 0.00 100% 0 VA ESTIMATED DEMAND FACTOR: 1 LARGEST MOTOR 0.00 125% 0 VA SPARE CAPACITY: NON -COINCIDENTAL 0.00 0% 0 VA DIVERSIFIED (MIXED LOADS PER NEC INCLUDED ABOVE) 268183.00 100% 268183 VA ESTIMATED CURRENT WITH SPARE: ESTIMATED LOAD WITH SPARE: PANELBOARD NOTES: SPD BREAKER SIZED PER MANUFACTURER'S RECOMMENDATION. PANELBOARD: BT120-PB2-06 LOCATION: ELECTRICAL ROOM VOLTAGE: 208/120 INTERRUPTING RATING (kA SYMMETRICAL): 10 SUPPLY FROM: BT120-SWGR-01 VIA BT120-T-02 BUS AMPS: 150 GROUND BUS: FULL MOUNTING: SURFACE 125 MCB NEUTRAL BUS RATING: FULL ENCLOSURE: NEMA 1 SUBFEED LUGS: N/A INTEGRAL SPD: NO NOTES LOAD TYPE DESCRIPTIONS FRAME TRIP AMPS POLES CKT NO A B C A B C CKT POLES TRIP AMPS FRAME DESCRIPTIONS LOAD TYPE NOTES C EV 40 2 1 3328 VA 2 2 40 SPARE C C - EV - 40 - 2 - 3 3328 VA 4 - - 2 40 - - 5 3328 VA 6 SPARE C - - 7 3328 VA 8 - SPARE 40 2 9 10 2 40 SPARE - - - 11 12 - - 40 - SPARE 40 2 13 14 2 SPARE - - - 15 16 - - - 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 TOTAL CONNECTED LOAD / PHASE: 6656 VA 42 3328 VA 3328 VA LOAD CLASSIFICATIONS CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND TOTAL LOAD SUMMARY RECEPTACLE 0.00 50%>10K 0 LOAD (kVA) CURRENT (AMPS) LIGHTING 0.00 125% 0 VA CONNECTED LOAD: 13312 VA CONNECTED CURRENT: 37 CONTINUOUS 13312.00 125% 16640 VA ESTIMATED DEMAND LOAD: 16640 ESTIMATED DEMAND CURRENT: 46 NON -CONTINUOUS, HVAC, CYCLING 0.00 100% 0 VA ESTIMATED DEMAND FACTOR: 1.25 LARGEST MOTOR 0.00 125% 0 VA SPARE CAPACITY: NON -COINCIDENTAL 0.00 0% 0 VA DIVERSIFIED (MIXED LOADS PER NEC INCLUDED ABOVE) 0.00 100% 0 VA ESTIMATED CURRENT WITH SPARE: ESTIMATED LOAD WITH SPARE: PANELBOARD NOTES: 0 1 12/10/2024 1 EH I DA I DT I ISSUED FORBID No. I DATE I DSN I CHK I APP I REVISION DESIGNED BY: D. TAFTFARREN DRAWN BY: E. HAJAS CHECKED BY: D.ANDERSON APPROVED BY: D. TAFTFARREN ; .acobs SUBMITTED BY: U1/L4/15 R. PARGAS 4hfTmRIDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH QUJ J Q U)co W J J SOUNDTRANSIT DATE: 12/10/2024 SCALE: NTS FILENAME: S 1-BT120-E-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ELECTRICAL ST PANEL SCHEDULES SOUTH RENTON TRANSIT CENTER R-4332492 DEVELOPMENT ENGINEERING msippo 11 /25/2025 Ul DRAWING NO.: BT120-EPS112 FACILITY ID: BT120 SHEET No: REV: 570 0 N co co i w 0 N O N IiI 0 N H m co U u.1 C� I H V) Z Q H I 0 a- ry I D m 0 I 0 co 00 LO � M 0-o I �a ai3: U) N � L N O O �p N cy) co � N _ co m PANELBOARD: BT120-SWBD-01 LOCATION: ELECTRICAL ROOM VOLTAGE: 480/277 INTERRUPTING RATING (kA SYMMETRICAL): 65 SUPPLY FROM: BT120-SWGR-01 VIA BT120-ATS-01 BUS AMPS: 400 GROUND BUS: FULL MOUNTING: SURFACE 400 MLO NEUTRAL BUS RATING: FULL ENCLOSURE: NEMA 1 SUBFEED LUGS: N/A INTEGRAL SPD: YES NOTES LOAD DESCRIPTIONS FRAME TRIP POLES CKT NO A B C A B C CKT POLES TRIP FRAME DESCRIPTIONS LOAD NOTES TYPE AMPS AMPS TYPE SPD 30 3 1 34850 VA 2 3 250 BT120-SWBD-02 VIA BT120-T-01 D - - - 3 33454 VA 4 - - - D - - - 5 33071 VA 6 - - - D L BT120-PB4-01 100 3 7 10815 VA 8 L - - - 9 8263 VA 10 L - - - 11 7578 VA 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 TOTAL CONNECTED LOAD / PHASE: 45665 VA 41716 VA 40649 VA LOAD CLASSIFICATIONS CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND TOTAL LOAD SUMMARY RECEPTACLE 0.00 50%>10K 0 LOAD (kVA) CURRENT (AMPS) LIGHTING 26655.00 125% 33319 VA CONNECTED LOAD: 128030 VA CONNECTED CURRENT: 154 CONTINUOUS 0.00 125% 0 VA ESTIMATED DEMAND LOAD: 134693.45 ESTIMATED DEMAND CURRENT: 162 NON -CONTINUOUS, HVAC, CYCLING 0.00 100% 0 VA ESTIMATED DEMAND FACTOR: 1.05 LARGEST MOTOR 0.00 125% 0 VA SPARE CAPACITY: NON -COINCIDENTAL 0.00 0% 0 VA DIVERSIFIED (MIXED LOADS PER NEC INCLUDED ABOVE) 101374.70 100% 101375 VA ESTIMATED CURRENT WITH SPARE: ESTIMATED LOAD WITH SPARE: PANELBOARD NOTES: SPD BREAKER SIZED PER MANUFACTURER'S RECOMMENDATION. PANELBOARD: BT120-PB4-01 LOCATION: ELECTRICAL ROOM VOLTAGE: 480/277 INTERRUPTING RATING (kA SYMMETRICAL): 14 SUPPLY FROM: BTM01-SWBD-01 BUS AMPS: 100 GROUND BUS: FULL MOUNTING: SURFACE 100 MLO NEUTRAL BUS RATING: FULL ENCLOSURE: NEMA 1 SUBFEED LUGS: N/A INTEGRAL SPD: NO NOTES LOAD DESCRIPTIONS FRAME TRIP POLES CKT NO A 2 B C A B C CKT POLES TRIP FRAME DESCRIPTIONS LOAD NOTES TYPE AMPS AMPS TYPE L SITE LIGHTING 20 2 1 3108 VA 2785 VA 2 2 20 SITE LIGHTING L L - - - 3 3128 VA 2785 VA 4 - - - L L SITE LIGHTING 20 2 5 6 2500 VA 6 2 20 SITE LIGHTING L L - - - 7 2565 VA 2500 VA 8 - - - L L SITE LIGHTING 20 2 9 518 VA 1995 VA 10 2 20 SITE LIGHTING L L - - - 11 518 VA 1995 VA 12 - - - L SPARE 20 2 13 14 2 20 SPARE - - - 15 1 16 - - - SPARE 20 2 17 18 2 20 SPARE - - - 19 20 - - - SPARE 20 1 21 22 1 20 SPARE SPARE 20 1 23 24 1 20 SPARE SPARE 20 1 25 26 1 20 SPARE SPARE 20 1 27 28 1 20 SPARE SPARE 20 1 29 30 1 20 SPARE SPARE 20 1 31 32 1 20 SPARE 33 34 35 36 37 38 39 40 41 42 TOTAL CONNECTED LOAD / PHASE: 10958 VA 8405 VA 7578 VA LOAD CLASSIFICATIONS CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND TOTAL LOAD SUMMARY RECEPTACLE 0.00 50%>10K 0 LOAD (kVA) CURRENT (AMPS) LIGHTING 26940.00 125% 33675 VA CONNECTED LOAD: 26940 VA CONNECTED CURRENT: 32 CONTINUOUS 0.00 125% 0 VA ESTIMATED DEMAND LOAD: 33675 ESTIMATED DEMAND CURRENT: 41 NON -CONTINUOUS, HVAC, CYCLING 0.00 100% 0 VA ESTIMATED DEMAND FACTOR: 1.25 LARGEST MOTOR 0.00 125% 0 VA SPARE CAPACITY: NON -COINCIDENTAL 0.00 0% 0 VA DIVERSIFIED (MIXED LOADS PER NEC INCLUDED ABOVE) 0.00 100% 0 VA ESTIMATED CURRENT WITH SPARE: ESTIMATED LOAD WITH SPARE: PANELBOARD NOTES: 2 06/27/2025 EH DA I DT ADDENDUM #2 1 06/13/2025 JS DA DT ADDENDUM #1 0 12/10/2024 EH DA DT ISSUED FOR BID No. I DATE I DSN I CHK I APP I REVISION DESIGNED BY: D. TAFTFARREN DRAWN BY: E. HAJAS CHECKED BY: D.ANDERSON APPROVED BY: D. TAFTFARREN ; .acobs SUBMITTED BY: 6/27/25 R. PARGAS STmRIDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH QUJ J Q Lnco W J Z J SOUNDTRANSIT DATE: 12/10/2024 SCALE: NTS FILENAME: S 1-BT120-E-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ELECTRICAL ST PANEL SCHEDULES SOUTH RENTON TRANSIT CENTER R-4332493 DEVELOPMENT ENGINEERING msippo 11 /25/2025 U1 DRAWING NO.: BT120-EPS113 FACILITY ID: BT120 SHEET No: REV: 571 2 N co O i w 0 N 0 N IiI 0 N H m co 0 u.1 C� I H V) Z Q ry H I 0 ry I V) D m 0 I 0 co 00 LO co 0 a I o < ti U) o -n L o (N o cy) N co _ co m 0� PANELBOARD: BT120-SWBD-02 LOCATION: ELECTRICAL ROOM VOLTAGE: 208/120 INTERRUPTING RATING (kA SYMMETRICAL): 65 SUPPLY FROM: BT120-SWBD-01 VIA BT120-T-01 BUS AMPS: 400A GROUND BUS: FULL MOUNTING: SURFACE 400A MCB NEUTRAL BUS RATING: FULL ENCLOSURE: NEMA 1 SUBFEED LUGS: N/A INTEGRAL SPD: YES NOTES LOAD TYPE DESCRIPTIONS FRAME TRIP AMPS POLES CKT NO A B C A B C CKT POLES TRIP AMPS FRAME DESCRIPTIONS LOAD TYPE NOTES SPD 30 3 1 12062 VA 2 3 200 BT120-PB2-03 D - - - 3 10284 VA 4 - - - D - - - 5 10576 VA 6 - - - D D BT120-PB2-01 100 3 7 1443 VA 7161 VA 8 3 175 PB120-PB2-02 VIA BT120-UPS-01 D D - - - 9 2343 VA 3730 VA 10 - - - D D - - - 11 2700 VA 3730 VA 12 - - - D N BT120-HPMP-01 15 2 13 1290 VA 1500 VA 14 2 20 BT120-EWH-01 N LOCKABLE N - - - 15 1290 VA 1500 VA 16 - - - N LOCKABLE N BT120-HPMP-02 20 1 2 17 2006 VA 1500 VA 18 2 20 1 BT120-EWH-02 N LOCKABLE N - - - 19 2006 VA 1500 VA 20 - - - N LOCKABLE N BT120-HPMP-03 20 2 21 2006 VA 1500 VA 22 2 20 BT120-EWH-03 N LOCKABLE N - - - 23 2006 VA 1500 VA 24 - - - N LOCKABLE 25 6000 VA 26 3 70 BT120-EWH-05 N 27 6000 VA 28 - - - N 29 6000 VA 30 - - - N 31 32 N BT120-HPMP-06 30 2 33 2361 VA 34 N - - - 35 2361 VA 36 N BT120-HPMP-07 25 2 37 1591 VA 38 N - - 39 1591 VA 40 41 TOTAL CONNECTED LOAD / PHASE: 34553 VA I 42 32605 VA 32379 VA LOAD CLASSIFICATIONS CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND TOTAL LOAD SUMMARY RECEPTACLE 0.00 50%>10K 0 LOAD (kVA) CURRENT (AMPS) LIGHTING 0.00 125% 0 VA CONNECTED LOAD: 99536 VA CONNECTED CURRENT: 276 CONTINUOUS 0.00 125% 0 VA ESTIMATED DEMAND LOAD: 99536 ESTIMATED DEMAND CURRENT: 276 NON -CONTINUOUS, HVAC, CYCLING 45508.00 100% 45508 VA ESTIMATED DEMAND FACTOR: 1 LARGEST MOTOR 0.00 125% 0 VA SPARE CAPACITY: NON -COINCIDENTAL 0.00 0% 0 VA DIVERSIFIED (MIXED LOADS PER NEC INCLUDED ABOVE) 54028.00 100% 54028 VA ESTIMATED CURRENT WITH SPARE: ESTIMATED LOAD WITH SPARE: PANELBOARD NOTES: PANELBOARD: BT120-PB2-01 LOCATION: SECURITY ROOM VOLTAGE: 208/120 INTERRUPTING RATING (kA SYMMETRICAL): 10 SUPPLY FROM: BT120-SWBD-02 BUS AMPS: 100 GROUND BUS: FULL MOUNTING: FLUSH 100 MCB NEUTRAL BUS RATING: FULL ENCLOSURE: NEMA 1 SUBFEED LUGS: N/A INTEGRAL SPD: NO NOTES LOAD DESCRIPTIONS FRAME TRIP POLES CKT NO A B C A B C CKT POLES TRIP FRAME DESCRIPTIONS LOAD NOTES TYPE AMPS AMPS TYPE N BT120-ACU-07 15 2 1 63 VA 180 VA 2 1 20 GFCI REC R N - - - 3 63 VA 180 VA 4 1 20 GFCI REC R R SECURITY ROOM REC 20 1 5 600 VA 600 VA 6 1 20 SECURITY ROOM REC R R SECURITY ROOM REC 20 1 7 600 VA 600 VA 8 1 20 SECURITY ROOM REC R O 1 00 A 1500 VA 10 2 20 BT120-EWH-04 N L LTG 8ECURITY ROOM . . . 63 VA 1500 VA 12 - - - N 14 1 20 SPARE SPARE 20 1 15 16 1 20 SPARE SPARE 20 1 17 18 1 20 SPARE SPARE 20 1 19 20 1 20 SPARE SPARE 20 1 21 22 1 20 SPARE SPARE 20 1 23 24 1 20 SPARE SPARE 20 1 25 26 1 20 SPARE SPARE 20 1 27 28 1 20 SPARE SPARE 20 1 29 30 1 20 SPARE SPARE 20 1 31 32 1 20 SPARE 33 34 35 36 37 38 39 40 41 42 TOTAL CONNECTED LOAD / PHASE: 1443 VA 2343 VA 2753 VA 1 LOAD CLASSIFICATIONS CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND TOTAL LOAD SUMMARY RECEPTACLE 3360.00 50%>10K 3360 LOAD (kVA) CURRENT (AMPS) LIGHTING 53.00 125% 66 VA CONNECTED LOAD: 6538 VA CONNECTED CURRENT: 18 CONTINUOUS 0.00 125% 0 VA ESTIMATED DEMAND LOAD: 6551.25 ESTIMATED DEMAND CURRENT: 18 NON -CONTINUOUS, HVAC, CYCLING 3125.00 100% 3125 VA ESTIMATED DEMAND FACTOR: 1.002026614 LARGEST MOTOR 0.00 125% 0 VA SPARE CAPACITY: NON -COINCIDENTAL 0.00 0% 0 VA DIVERSIFIED (MIXED LOADS PER NEC INCLUDED ABOVE) 0.00 100% 0 VA ESTIMATED CURRENT WITH SPARE: ESTIMATED LOAD WITH SPARE: PANELBOARD NOTES: 1 106/13/20251 JS I DA I DT JADDENDUM#1 0 112/10/20241 EH I DA I DT IISSUEDFORBID No. I DATE I DSN I CHK I APP I REVISION DESIGNED BY: D. TAFTFARREN DRAWN BY: E. HAJAS CHECKED BY: D.ANDERSON APPROVED BY: D. TAFTFARREN ; .acobs SUBMITTED BY: 6/1 312 5 R. PARGAS 4STJ?IDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH Q w U U� w J J SOUNDTRANSIT DATE: 12/10/2024 SCALE: NTS FILENAME: S 1-BT120-E-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ELECTRICAL ST PANEL SCHEDULES SOUTH RENTON TRANSIT CENTER R-4332494 DEVELOPMENT ENGINEERING msippo 11 /25/2025 Ul DRAWING NO.: BT120-EPS114 FACILITY ID: BT120 SHEET No: REV: 572 1 N co co i w 0 N 0 N IiI 0 N H m co 0 u.1 C� �I V) Z Q ry H I 0 ry I D m 0 I 0 co 00 LO co 0 a I N j ti U) o � L o (N o cy) N co _ co m PANELBOARD: BT120-PB2-03 LOCATION: ELECTRICAL ROOM VOLTAGE: 208/120 INTERRUPTING RATING (kA SYMMETRICAL): 10 SUPPLY FROM: BT120-SWBD-02 BUS AMPS: 200 GROUND BUS: FULL MOUNTING: SURFACE 200 MLO NEUTRAL BUS RATING: FULL ENCLOSURE: NEMA 1 SUBFEED LUGS: N/A INTEGRAL SPD: NO NOTES LOAD DESCRIPTIONS FRAME TRIP POLES CKT NO��A1B C A B C CKT POLES TRIP FRAME DESCRIPTIONS LOAD NOTES TYPE AMPS AMPS TYPE L LTG STORAGE, ELEC, TELECOM 20 1 1 225 VA 422 VA 2 1 20 LTG RESTROOMS, JANITORS L L SPARE 20 1 3 624 VA 4 1 20 LTG BUILDING EXTERIOR L LOCKABLE N BT120-HTR-02 15 1 5 1 1260 VA 6 1 20 GENERAL REC R N BT120-ERU-01 15 1 7 375 VA 210 VA 8 1 15 BT120-HTR-01 N LOCKABLE R REC ROOF 20 1 9 360 VA 60 VA 10 2 15 HPMP BRANCH UNIT N N HPMP BRANCH UNIT 15 2 11 60 VA 60 VA 12 - - - N N - - - 13 60 VA 14 1 20 SPARE LOCKABLE N BT120-EWH-06 15 1 15 750 VA 180 VA 16 1 20 PSE REPEATER BOARD REC R N MOTORIZED DOOR 20 2 17 600 VA 180 VA 18 1 20 REC ELECTRICAL R N - - - 19 600 VA 180 VA 20 1 20 REC ELECTRICAL R C BT120-LCP-01 20 1 21 60 VA 8460 VA 22 3 100 BT120-PB2-05 D N IRRIGATION CONTROLLER 20 1 23 240 VA 7966 VA 24 - - - D N FLOOD CONTROL SYSTEM 20 1 25 600 VA 9506 VA 26 - - - D SPARE 20 1 27 28 1 20 SPARE SPARE 20 1 29 30 1 20 SPARE 31 32 33 34 35 36 37 38 39 40 41 42 TOTAL CONNECTED LOAD / PHASE: 12178 VA 10494 VA 10576 VA LOAD CLASSIFICATIONS CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND TOTAL LOAD SUMMARY RECEPTACLE 2160.00 50%>10K 2160 LOAD (kVA) CURRENT (AMPS) LIGHTING 1270.50 125% 1588 VA CONNECTED LOAD: 33248 VA CONNECTED CURRENT: 92 CONTINUOUS 60.00 125% 75 VA ESTIMATED DEMAND LOAD: 33580.125 ESTIMATED DEMAND CURRENT: 93 NON -CONTINUOUS, HVAC, CYCLING 3825.00 100% 3825 VA ESTIMATED DEMAND FACTOR: 1.01 LARGEST MOTOR 0.00 125% 0 VA SPARE CAPACITY: NON -COINCIDENTAL 0.00 0% 0 VA DIVERSIFIED (MIXED LOADS PER NEC INCLUDED ABOVE) 25932.00 100% 25932 VA ESTIMATED CURRENT WITH SPARE: ESTIMATED LOAD WITH SPARE: PANELBOARD NOTES: PANELBOARD: BT120-PB2-05 LOCATION: KCM TELECOMM... VOLTAGE: 208/120 INTERRUPTING RATING (kA SYMMETRICAL): 10 SUPPLY FROM: KCM-PB2-02 BUS AMPS: 100 GROUND BUS: FULL MOUNTING: SURFACE 100 MLO NEUTRAL BUS RATING: FULL ENCLOSURE: NEMA 1 SUBFEED LUGS: N/A INTEGRAL SPD: NO NOTES LOAD DESCRIPTIONS FRAME TRIP POLES CKT NO A B C A B C CKT POLES TRIP FRAME DESCRIPTIONS LOAD NOTES TYPE AMPS AMPS TYPE N BT120-ACP-01 20 1 1 600 VA 180 VA 2 1 20 TELECOMM REC N N TELECOMM RACK BT120-CR-03A 30 1 3 2500 VA 180 VA 4 1 20 TELECOMM REC N N TELECOMM RACK BT120-CR-03B 30 1 5 2500 VA 2500 VA 6 1 30 TELECOMM RACK BT120-CR-02A N N TELECOMM RACK BT120-CR-01A 30 1 7 2500 VA 2500 VA 8 1 30 TELECOMM RACK BT120-CR-02B N N TELECOMM RACK BT120-CR-01 B 30 1 9 2500 VA 2006 VA 10 2 20 BT120-HPMP-05 N N TELECOMM RACK BT120-CR-04A 30 1 11 2500 VA 2006 VA 12 - - N N TELECOMM RACK BT120-CR-04B 30 1 13 2500 VA 180 VA 14 1 20 TELECOMM REC N N BMS CONTROLLER 20 1 15 600 VA 180 VA 16 1 20 TELECOMM REC N SPARE 20 1 17 18 1 20 SPARE SPARE 20 1 19 20 1 20 SPARE SPARE 20 1 21 22 1 20 SPARE SPARE 20 1 23 24 1 20 SPARE SPARE 20 1 25 26 1 20 SPARE SPARE 20 1 27 28 1 20 SPARE SPARE 20 1 29 30 1 20 SPARE SPARE 20 1 31 32 1 20 SPARE 33 34 35 36 37 38 39 40 41 42 TOTAL CONNECTED LOAD / PHASE: 8460 VA 7966 VA 9506 VA LOAD CLASSIFICATIONS CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND TOTAL LOAD SUMMARY RECEPTACLE 0.00 50%>10K 0 LOAD (kVA) CURRENT (AMPS) LIGHTING 0.00 125% 0 VA CONNECTED LOAD: 25932 VA CONNECTED CURRENT: 72 CONTINUOUS 0.00 125% 0 VA ESTIMATED DEMAND LOAD: 25932 ESTIMATED DEMAND CURRENT: 72 NON -CONTINUOUS, HVAC, CYCLING 25932.00 100% 25932 VA ESTIMATED DEMAND FACTOR: 1.00 LARGEST MOTOR 0.00 125% 0 VA SPARE CAPACITY: NON -COINCIDENTAL 0.00 0% 0 VA DIVERSIFIED (MIXED LOADS PER NEC INCLUDED ABOVE) 0.00 100% 0 VA ESTIMATED CURRENT WITH SPARE: ESTIMATED LOAD WITH SPARE: PANELBOARD NOTES: 1 106/13/20251 JS I DA I DT JADDENDUM#1 0 112/10/20241 EH I DA I DT IISSUEDFORBID No. I DATE I DSN I CHK I APP I REVISION DESIGNED BY: D. TAFTFARREN DRAWN BY: E. HAJAS CHECKED BY: D.ANDERSON APPROVED BY: D. TAFTFARREN ; .acobs SUBMITTED BY: 6/1 312 5 R. PARGAS 4STJ?IDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH QUj J U U) co W J J SOUNDTRANSIT DATE: 12/10/2024 SCALE: NTS FILENAME: S 1-BT120-E-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ELECTRICAL ST PANEL SCHEDULES SOUTH RENTON TRANSIT CENTER R-4332495 DEVELOPMENT ENGINEERING -r msippo 11 /25/2025 DRAWING NO.: BT120-EPS115 FACILITY ID: BT120 SHEET No: REV: 573 1 N co co i w 0 N 0 N w 0 N H m co 0 w C� I H V) Z Q ry H I 0 Q ry I D m 0 I 0 co 00 LO co 0 a I ti U) o � L o (N o cy) N co _ co m PANELBOARD: BT120-PB2-02 LOCATION: ELECTRICAL ROOM VOLTAGE: 208/120 INTERRUPTING RATING (kA SYMMETRICAL): 10 SUPPLY FROM: BT120-SWBD-02 VIA BT120-UPS-01 BUS AMPS: 200 GROUND BUS: FULL MOUNTING: SURFACE 200 MLO NEUTRAL BUS RATING: FULL ENCLOSURE: NEMA 1 SUBFEED LUGS: N/A INTEGRAL SPD: NO NOTES LOAD DESCRIPTIONS FRAME TRIP POLES CKT NO A B C A B C CKT POLES TRIP FRAME DESCRIPTIONS LOAD NOTES TYPE AMPS AMPS TYPE D BT120-PB2-04 100 3 1 7161 VA 2 1 20 SPARE D - - - 3 3730 VA 4 1 20 SPARE D - - - 5 5404 VA 6 1 20 SPARE SPARE 20 1 7 8 1 20 SPARE SPARE 20 1 9 10 1 20 SPARE SPARE 20 1 11 12 1 20 SPARE SPARE 20 1 13 14 1 20 SPARE SPARE 20 1 15 16 1 20 SPARE SPARE 20 1 17 18 1 20 SPARE SPARE 20 1 19 20 1 20 SPARE SPARE 20 1 21 22 1 20 SPARE SPARE 20 1 23 24 1 20 SPARE SPARE 20 1 25 26 1 20 SPARE SPARE 20 1 27 28 1 20 SPARE SPARE 20 1 29 30 1 20 SPARE SPARE 20 1 31 32 1 20 SPARE 33 34 35 36 37 38 39 40 41 42 TOTAL CONNECTED LOAD / PHASE: 7161 VA 3730 VA 5404 VA LOAD CLASSIFICATIONS CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND TOTAL LOAD SUMMARY RECEPTACLE 0.00 50%>10K 0 LOAD (kVA) CURRENT (AMPS) LIGHTING 0.00 125% 0 VA CONNECTED LOAD: 16295 VA CONNECTED CURRENT: 45 CONTINUOUS 0.00 125% 0 VA ESTIMATED DEMAND LOAD: 16295 ESTIMATED DEMAND CURRENT: 45 NON -CONTINUOUS, HVAC, CYCLING 0.00 100% 0 VA ESTIMATED DEMAND FACTOR: 1 LARGEST MOTOR 0.00 125% 0 VA SPARE CAPACITY: NON -COINCIDENTAL 0.00 0% 0 VA DIVERSIFIED (MIXED LOADS PER NEC INCLUDED ABOVE) 16295.00 100% 16295 VA ESTIMATED CURRENT WITH SPARE: ESTIMATED LOAD WITH SPARE: PANELBOARD NOTES: SPD BREAKER SIZED PER MANUFACTURER'S RECOMMENDATION. PANELBOARD: BT120-PB2-04 LOCATION: BUS PLATFORM SUPPLY FROM: BT120-PB2-02 MOUNTING: SURFACE ENCLOSURE: NEMA 3R VOLTAGE: 208/120 BUS AMPS: 200 200 MLO INTERRUPTING RATING (kA SYMMETRICAL): 10 GROUND BUS: FULL NEUTRAL BUS RATING: FULL SUBFEED LUGS: N/A INTEGRAL SPD: NO NOTES LOAD DESCRIPTIONS FRAME TRIP POLES CKT NO A B C A B C CKT POLES TRIP FRAME DESCRIPTIONS LOAD NOTES L LTG EAST BUS CANOPY (NORTH SIDE) 20 1 1 774 VA 729 VA 2 1 20 LTG CENTER BUS CANOPY L TG EAT US CA OPY O TH SI E) 0 1 3 93 VA 92 V 1 0 LT W ST BU C N PY L C BA 1 Y 0 AN P V S 2 1 2 9 A 6 2 2 AY 6 D TA S T S CA I N T C BAY 1 TVM 20 1 7 1220 VA 1800 VA 8 - - BAY 6 SYSTEMS CABINET REC N N BAY 1 DATA SYSTEMS CABINET 20 2 9 1292 VA 10 1 20 SPARE N BAY 1 SYSTEMS CABINET REC - - 11 1800 VA 12 1 20 SPARE C BAY 8 PYLON VMS, CANOPY VMS 20 1 13 1020 VA 14 1 20 SPARE C BAY 8 TVM 20 1 15 1220 VA A 16 1 20 SPARE N BAY 8 DATA SYSTEMS CABINET 20 2 17 1292 VA 18 1 20 SPARE N BAY 8 SYSTEMS CABINET REC - - 19 1800 VA 20 1 20 SPARE SPARE 20 1 21 22 1 20 SPARE SPARE 20 1 23 24 1 20 SPARE SPARE 20 1 25 26 1 20 SPARE SPARE 20 1 27 28 1 20 SPARE SPARE 20 1 29 30 1 20 SPARE SPARE 20 1 31 32 1 20 SPARE 33 34 35 36 37 38 39 40 41 42 TOTAL CONNECTED LOAD / PHASE: 7343 VA 4369 VA 5404 VA LOAD CLASSIFICATIONS CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND TOTAL LOAD SUMMARY RECEPTACLE 0.00 50%>10K 0 LOAD (kVA) CURRENT (AMPS) LIGHTING 3360.00 125% 4200 VA CONNECTED LOAD: 17116 VA CONNECTED CURRENT: 48 CONTINUOUS 4480.00 125% 5600 VA ESTIMATED DEMAND LOAD: 19076 ESTIMATED DEMAND CURRENT: 53 NON -CONTINUOUS, HVAC, CYCLING 9276.00 100% 9276 VA ESTIMATED DEMAND FACTOR: 1.11 LARGEST MOTOR 0.00 125% 0 VA SPARE CAPACITY: NON -COINCIDENTAL 0.00 0% 0 VA DIVERSIFIED (MIXED LOADS PER NEC INCLUDED ABOVE) 0.00 100% 0 VA ESTIMATED CURRENT WITH SPARE: ESTIMATED LOAD WITH SPARE: PANELBOARD NOTES: 1 106/13/20251 JS I DA I DT JADDENDUM#1 0 112/10/20241 EH I DA I DT IISSUEDFORBID No. I DATE I DSN I CHK I APP I REVISION DESIGNED BY: D. TAFTFARREN DRAWN BY: E. HAJAS CHECKED BY: D.ANDERSON APPROVED BY: D. TAFTFARREN ; .acobs SUBMITTED BY: 6/1 312 5 R. PARGAS 4STJ?IDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH Q w U U� w J J SOUNDTRANSIT DATE: 12/10/2024 SCALE: NTS FILENAME: S 1-BT120-E-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ELECTRICAL ST PANEL SCHEDULES SOUTH RENTON TRANSIT CENTER R-4332496 DEVELOPMENT ENGINEERING -r msippo 11 /25/2025 DRAWING NO.: BT120-EPS116 FACILITY ID: BT120 SHEET No: REV: 574 1 N co co w 0 N 0 N IiI 0 N H m co 0 u.1 C� I H V) Z Q ry H I 0 Q ry I D m 0 I 0 co 00 LO co 0 a I ti U) o � L o (N o cy) N co _ co m PANELBOARD: KCM-PB2-02 LOCATION: ELECTRICAL ROOM VOLTAGE: 208/120 INTERRUPTING RATING (kA SYMMETRICAL): 10 SUPPLY FROM: BT120-SWGR-01 VIA KCM-T-02 BUS AMPS: 200 GROUND BUS: FULL MOUNTING: SURFACE 200 MCB NEUTRAL BUS RATING: FULL ENCLOSURE: NEMA 1 SUBFEED LUGS: N/A INTEGRAL SPD: YES NOTES LOAD TYPE DESCRIPTIONS FRAME TRIP AMPS POLES CKT NO A B C A B C CKT POLES TRIP AMPS FRAME DESCRIPTIONS LOAD TYPE NOTES SPD - - 30 3 1 9686 VA 2 3 4 - 100 KCM-PB2-04 D - - 3 7680 VA - - D - - 5 7067 VA 6 - - - D SPARE 20 1 7 5132 VA 8 2 100 KCM-PB2-03 VIA KCM-UPS-1 D SPARE 20 1 9 3092 VA 10 - - D SPARE 20 1 11 12 1 20 SPARE SPARE 20 1 13 14 1 20 SPARE SPARE 20 1 15 16 1 20 SPARE SPARE 20 1 17 18 1 20 SPARE SPARE 20 1 19 20 1 20 SPARE SPARE 20 1 21 22 1 20 SPARE SPARE 20 1 23 24 1 20 SPARE SPARE 20 1 25 26 1 20 SPARE SPARE 20 1 27 28 1 20 SPARE 29 30 31 32 33 34 35 36 37 38 39 40 41 42 TOTAL CONNECTED LOAD / PHASE: 14818 VA 10772 VA 7067 VA LOAD CLASSIFICATIONS CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND TOTAL LOAD SUMMARY RECEPTACLE 0.00 50%>10K 0 LOAD (kVA) CURRENT (AMPS) LIGHTING 0.00 125% 0 VA CONNECTED LOAD: 32657 VA CONNECTED CURRENT: 91 CONTINUOUS 0.00 125% 0 VA ESTIMATED DEMAND LOAD: 32657 ESTIMATED DEMAND CURRENT: 91 NON -CONTINUOUS, HVAC, CYCLING 0.00 100% 0 VA ESTIMATED DEMAND FACTOR: 1 LARGEST MOTOR 0.00 125% 0 VA SPARE CAPACITY: NON -COINCIDENTAL 0.00 0% 0 VA DIVERSIFIED (MIXED LOADS PER NEC INCLUDED ABOVE) 32657.00 100% 32657 VA ESTIMATED CURRENT WITH SPARE: ESTIMATED LOAD WITH SPARE: PANELBOARD NOTES: SPD BREAKER SIZED PER MANUFACTURER'S RECOMMENDATION. PANELBOARD: KCM-P132-04 LOCATION: KCM TELECOMM... VOLTAGE: 208/120 INTERRUPTING RATING (kA SYMMETRICAL): 10 SUPPLY FROM: BT120-PB2-03 BUS AMPS: 100 GROUND BUS: FULL MOUNTING: SURFACE 100 MLO NEUTRAL BUS RATING: FULL ENCLOSURE: NEMA 1 SUBFEED LUGS: N/A INTEGRAL SPD: NO NOTES LOAD DESCRIPTIONS FRAME TRIP POLES CKT NO A B C A B C CKT POLES TRIP FRAME DESCRIPTIONS LOAD NOTES TYPE AMPS AMPS TYPE N TELCOMM REC 20 1 1 180 VA 2500 VA 2 1 30 TELECOMM RACK REC N N TELECOMM RACK REC 30 1 3 2500 VA 2500 VA 4 1 30 TELECOMM RACK REC N N TELECOMM RACK REC 30 1 5 2500 VA 2500 VA 6 1 30 TELECOMM RACK REC N N TELECOMM RACK REC 30 1 7 2500 VA 2500 VA 8 1 30 TELECOMM RACK REC N N TELECOMM RACK REC 30 1 9 2500 V 180 VA 10 1 20 TELCOMM REC N L TELCOMM ROOM LIGHTING 20 1 11 1 75 VA 2006 VA 2006 VA 12 14 2 - 20 BT120-HPMP-04 - N N SPARE 20 1 13 SPARE 20 1 15 16 1 20 SPARE SPARE 20 1 17 18 1 20 SPARE SPARE 20 1 19 20 1 20 SPARE SPARE 20 1 21 22 1 20 SPARE SPARE 20 1 23 24 1 20 SPARE SPARE 20 1 25 26 1 20 SPARE SPARE 20 1 27 28 1 20 SPARE 29 30 31 32 33 34 35 36 37 38 39 40 41 42 TOTAL CONNECTED LOAD / PHASE: 9686 VA 7680 VA 7081 VA LOAD CLASSIFICATIONS CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND TOTAL LOAD SUMMARY RECEPTACLE 0.00 50%>10K 0 LOAD (kVA) CURRENT (AMPS) LIGHTING 75.00 125% 94 VA CONNECTED LOAD: 24447 VA CONNECTED CURRENT: 68 CONTINUOUS 0.00 125% 0 VA ESTIMATED DEMAND LOAD: 24465.75 ESTIMATED DEMAND CURRENT: 68 NON -CONTINUOUS, HVAC, CYCLING 24372.00 100% 24372 VA ESTIMATED DEMAND FACTOR: 1.00 LARGEST MOTOR 0.00 125% 0 VA SPARE CAPACITY: NON -COINCIDENTAL 0.00 0% 0 VA DIVERSIFIED (MIXED LOADS PER NEC INCLUDED ABOVE) 0.00 100% 0 VA ESTIMATED CURRENT WITH SPARE: ESTIMATED LOAD WITH SPARE: PANELBOARD NOTES: 1 106/13/20251 JS I DA I DT JADDENDUM#1 0 112/10/20241 EH I DA I DT IISSUEDFORBID No. I DATE I DSN I CHK I APP I REVISION DESIGNED BY: D. TAFTFARREN DRAWN BY: E. HAJAS CHECKED BY: D.ANDERSON APPROVED BY: D. TAFTFARREN ; .acobs SUBMITTED BY: 6/1 312 5 R. PARGAS 4STJ?IDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH QUj J U U)co W J J SOUNDTRANSIT DATE: 12/10/2024 SCALE: NTS FILENAME: S 1-BT120-E-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ELECTRICAL ST PANEL SCHEDULES SOUTH RENTON TRANSIT CENTER R-4332497 DEVELOPMENT ENGINEERING msippo 11 /25/2025 Ul DRAWING NO.: BT120-EPS117 FACILITY ID: BT120 SHEET No: REV: 575 1 N co 6 W 0 N O N W O N H m co U W CD I H (n Z Q ry H I 0 W Q ry I D m 0 I 0 co 00 LO d c) ~ I N Q O N C!) ,zj- D O O LO cy) CO ELECTRICAL CONNECTION SCHEDULE EQUIPMENT ROOM EQUIPMENT ID DESCRIPTION NUMBER ROOM NAME VOLTAGE LOAD CORE FACILITY DISCONNECT PANEL CIRCUIT TYPE BT120-ACP-01 BT120L1208 TELECOM 120 V 600 VA BT120-PB2-05 1 BT120-ACU-07 BT120L1200 BT120L1208 SECURITY BLDG TELECOM 208 V 120 V 125 VA 600 VA BT120-PB2-01 BT120-PB2-05 1,3 15 BT120-BMS-01 BT120-CR-01A BT120L1208 TELECOM 120 V 2500 VA BT120-PB2-05 7 BT120-CR-01 B BT120L1208 TELECOM 120 V 2500 VA BT120-PB2-05 9 BT120-CR-02A BT120-CR-02B BT120L1208 BT120L1208 TELECOM TELECOM 120 V 120 V 2500 VA 2500 VA BT120-PB2-05 BT120-PB2-05 6 8 BT120-CR-03A BT120L1208 TELECOM 120 V 2500 VA BT120-PB2-05 3 BT120-CR-03B BT120L1208 TELECOM 120 V 2500 VA BT120-PB2-05 5 BT120-CR-04A BT120L1208 TELECOM 120 V 2500 VA BT120-PB2-05 11 BT120-CR-04B BT120L1208 TELECOM 120 V 2500 VA BT120-PB2-05 13 BT120-ERU-01 BT120L1203 JANITOR 120 V 375 VA BT120-PB2-03 7 BT120-EWH-01 BT120L1206 COMFORT STATION 3 208 V 3000 VA BT120-SWBD-02 14,16 BT120-EWH-02 BT120L1204 COMFORT STATION 1 LACTATION ROOM 208 V 3000 VA BT120-SWBD-02 BT120-SWBD-02 18,20 BT120-EWH-03 BT120L1203 208 V 3000 VA 22,24 BT120-EWH-04 BT120L1200 SECURITY BLDG 208 V 3000 VA BT120-PB2-01 10,12 FUSED DISC BT120-EWH-05 BT120L1202 JANITOR 208 V 3000 VA BT120-SWBD-02 24,26,28 FUSED DISC BT120-EWH-06 BT120L1203 LACTATION ROOM 120 V 750 VA BT120-PB2-03 15 BT120-HPMP-01 BT120L1207 COMFORT STATION 4 208 V 2500 VA BT120-SWBD-02 13,15 FUSED DISC BT120-HPMP-02 BT120L1206 COMFORT STATION 3 208 V 4000 VA BT120-SWBD-02 17,19 FUSED DISC BT120-HPMP-03 BT120L1205 COMFORT STATION 2 208 V 4000 VA BT120-SWBD-02 21,23 FUSED DISC BT120-HPMP-04 BT120L1204 COMFORT STATION 1 208 V 208 V 4000 VA 2700 VA KCM-PB2-04 BT120-PB2-05 12,14 FUSED DISC BT120-HPMP-05 BT120L1205 COMFORT STATION 2 10,12 FUSED DISC BT120-HPMP-06 BT120L1203 JANITOR 208 V 4800 VA BT120-SWBD-02 33,35 FUSED DISC BT120-HPMP-06 BT120L1203 JANITOR 208 V 100 VA BT120-PB2-03 10,12 FUSED DISC BT120-HPMP-06 BT120L1203 JANITOR 208 V 100 VA BT120-PB2-03 11,13 FUSED DISC BT120-HPMP-07 BT120L1201 BT120L1203 SEC STORAGE JANITOR 208 V 120 V 3300 VA 210 VA BT120-SWBD-02 BT120-PB2-03 37,39 8 FUSED DISC BT120-HTR-01 MOTORIZED DOOR BT120-HTR-02 BT120L1201 SEC STORAGE 120 V 210 VA BT120-PB2-03 5 BT120-RD-01 BT120L1210 STORAGE 208 V 1800 VA BT120-PB2-03 17,19 0 1 12/10/2024 1 EH I DA I DT I ISSUED FORBID No. I DATE I DSN I CHK I APP I REVISION DESIGNED BY: D. TAFTFARREN DRAWN BY: E. HAJAS CHECKED BY: D.ANDERSON APPROVED BY: D. TAFTFARREN T AFT. .;acobs 57079 � �EGISTERti� �SSIONAL IESUBMITTED BY: DATE: 12/02/24 R. PARGAS 12/10/2024 4STmRIDE BRT General Engineering Consultant REVIEWED BY: J. ALTCHECH Q w Q w J J SOUNDTRANSIT DATE: 12/10/2024 SCALE: NTS FILENAME: S 1-BT120-E-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ELECTRICAL CONNECTION SCHEDULE SOUTH RENTON TRANSIT CENTER R-4332498 DEVELOPMENT ENGINEERING msippo 11 /25/2025 Ul DRAWING NO.: BT120-EPS120 FACILITY ID: BT120 SHEET No: REV: 576 0 N co co 6 W 0 N O N IiI 0 N m co 0 w C� �I z Q I 0 a - I D m 0 I 0 co 00 LO � M a0 � Q I N U) ti 0 L N O O �p N cy) co � N _ co m 0 SITE CONDUIT AND CONDUCTOR SCHEDULE CONDUIT TAG SIZE SOURCE DESTINATION CONDUCTOR... GROUND NOTES BT120- N4- 201 A 4" PSE TRANSFORMER BT120-HHLV-26 4#300KCMIL BT120- N4- 201 B 4" PSE TRANSFORMER BT120-HHLV-26 4#300KCMIL BT120- N4- 201 C 4" BT120-HHLV-26 BT120-SWGR-01 4#300KCMIL BT120- N4- 201 D 4" BT120-HHLV-26 BT120-SWGR-01 4#300KCMIL BT120- N4- 202 2-1/2" BT120-SWGR-01 BT120-HHLV-12 4#4/0 1#6 FUTURE GARAGE BT120- N4- 203 2-1/2" BT120-HHLV-12 BT120-HHLV-13 4#4/0 1#6 FUTURE GARAGE BT120- N4- 204 A 4" PSE TRANSFORMER BT120-HHLV-27 W/ PULLSTRING SPARE BT120- N4- 204 B 4" PSE TRANSFORMER BT120-HHLV-27 W/ PULLSTRING SPARE BT120- E4- 201 A 2-1/2" BT120-GEN-01 BT120-HHLV-12 4#4/0 1#2 BT120- E4- 201 B 2-1/2" BT120-GEN-01 BT120-HHLV-12 4#4/0 1#2 BT120- E4- 202 A 2-1/2" BT120-HHLV-12 BT120-ATS-01 4#4/0 1#2 BT120- E4- 202 B 2-1/2" BT120-HHLV-12 BT120-ATS-01 4#4/0 1#2 BT120- E4- 203 2-1/2" BT120-GEN-01 BT120-HHLV-12 4#4/0 1#6 BT120- E4- 204 2-1/2" BT120-HHLV-12 BT120-HHLV-13 4#4/0 1#6 BT120- N2- 201 1" BT120-PB2-03 BT120-HHLV-12 4#10 #10 BATTERY CHARGER/HEATER BT120- N2- 202 1" BT120-HHLV-12 BT120-GEN-01 4#10 #10 BATTERY CHARGER/HEATER BT120- N2- 203 2" BT120-PB2-02 BT120-HHLV-14 4#1 #8 BT120-PB2-04 BT120- N2- 204 2" BT120-HHLV-14 BT120-HHLV-15 4#1 #8 BT120-PB2-04 BT120- N2- 205 2" BT120-HHLV-15 BT120-PB2-04 4#1 #8 BT120-PB2-04 BT120- N2- 206 2" KCM-UPS-1 BT120-HHLV-28 3#1 #8 KCM-PB2-03 BT120- N2- 207 2" BT120-HHLV-28 BT120-HHLV-29 3#1 #8 KCM-PB2-03 BT120- N2- 208 2" BT120-HHLV-29 BT120-HHLV-30 3#1 #8 KCM-PB2-03 BT120- N2- 209 2" BT120-HHLV-30 KCM-PB2-03 3#1 #8 KCM-PB2-03 BT120- N2- 210 1" BT120-PB2-06 BT120-HHLV-14 4#8 #10 DUAL EV CHARGER BT120- N2- 211 1" BT120-HHLV-14 EV CHARGER 4#8 #10 DUAL EV CHARGER BT120- N2- 212 1" BT120-PB2-03 BT120-HH-SL-43 2#10 #10 IRRIGATION CONTROLLER BT120- N2- 213 1" BT120-HH-SL-43 BT120-HH-SL-77 2#10 #10 IRRIGATION CONTROLLER BT120- N2- 214 1" BT120-HH-SL-77 IRRIGATION CONTROLLER 2#10 #10 IRRIGATION CONTROLLER BT120- SC- 201 1" BT120-HHSC-25 BT120-GEN-01 4#16 #16 GENERATOR SIGNAL BT120- SC- 202 2" BT120-HHSC-25 BT120-GEN-01 CAT5e GENERATOR BMS MONITORING BT120- SC- 203 1" BT120-ATS-01 BT120-HHSC-25 4#16 #16 GENERATOR SIGNAL BT120-SC- 204 2" BMS CONTROLLER BT120-HHSC-25 CAT5e GENERATOR BMS MONITORING NOTES: 1. ALL CONDUCTORS ARE COPPER AND 600 VOLT INSULATED UNLESS OTHERWISE NOTED. HANDHOLE SCHEDULE HANDHOLE # SIZE OUTSIDE DIM INSCRIPTION* CATALOG NUMBER** NOTES B 1 0-HHLV- 1 REMOVED BT120-HHLV-02 REMOVED BT120-HHSC-03 REMOVED BT120-HHSC-04 REMOVED BT120-HHLV-05 REMOVED BT120-HHSC-06 REMOVED BT120-HHLV-07 REMOVED BT120-HHLV-08 REMOVED BT120-HHSC-09 REMOVED BT120-HHLV-10 REMOVED BT120-HHSC-11 REMOVED BT120-HHLV-12 3'-8" X 2'-8" X 3'-6"H ELECTRICAL ST OLD CASTLE PRECAST: 233-LA BT120-HHLV-13 '-8" X '- " 3'-6" 2 ELECTRICAL ST OLD CASTLE PRECAST: 233-LA BT120-HHLV-14 3'-4" 2-4' X '-2'H ELECTRICAL ST CHRISTY: B40 W/ GALVANIZED STEEL CHECKER PLATE BOLT DOWN COVER BT120-HHLV-15 3'-4" X 2'-4" X 1'-2"H ELECTRICAL ST CHRISTY: B40 W/ GALVANIZED STEEL CHECKER PLATE BOLT DOWN COVER DECORATIVE COVER BT120-HHLV-16 2'-9" X 1'-10" X 1'-0"H ELECTRICAL ST H2 PRECAST: TYPE-2 HANDHOLE DECORATIVE COVER BT120-HHLV-17 2'-9" X 1'-10" X 1'-0"H ELECTRICAL ST H2 PRECAST: TYPE-2 HANDHOLE DECORATIVE COVER BT120-HHLV-18 2'-9" X 1'-10" X 1'-0"H ELECTRICAL ST H2 PRECAST: TYPE-2 HANDHOLE DECORATIVE COVER BT120-HHLV-19 2'-9" X 1'-10" X 1'-0"H ELECTRICAL ST H2 PRECAST: TYPE-2 HANDHOLE DECORATIVE COVER BT120-HHLV-20 2'-9" X 1'-10" X 1'-0"H ELECTRICAL ST H2 PRECAST: TYPE-2 HANDHOLE DECORATIVE COVER BT120-HHLV-21 2'-9" X 1'-10" X 1'-0"H ELECTRICAL ST H2 PRECAST: TYPE-2 HANDHOLE DECORATIVE COVER BT120-HHLV-22 2'-9" X 1'-10" X —1 VO"H ELECTRICAL ST H2 PRECAST: TYPE-2 HANDHOLE DECORATIVE COVER BT120-HHLV-23 2'-9" X 1'-10" X 1'-0"H ELECTRICAL ST H2 PRECAST: TYPE-2 HANDHOLE DECORATIVE COVER 2 -H S -2 '- 2'- 3 -6" I A IO D C E RCS : 2 3- A BT120-HH-SL-XX 25" X 16" X 12"H LIGHTING CHRISTY: B16 W/ GALVANIZED STEEL CHECKER PLATE BOLT DOWN COVER BT120-HHLV-26 3'-8" X 2'-8" X 3'-6111-1 PSE OLD CASTLE PRECAST: 233-LA PSE 233 CONCRETE HANDHOLE BT120-HHLV-27 3'-8" X 2'-8" X 3'-6"H PSE OLD CASTLE PRECAST: 233-LA I PSE 233 CONCRETE HANDHOLE BT120-HHLV-28 3'-4" X 2'-4" X 1'-2"H ELECTRICAL KCM ELECTRICAL KCM CHRISTY: B40 W/ GALVANIZED STEEL CHECKER PLATE BOLT DOWN COVER CHRISTY: B40 W/ GALVANIZED STEEL CHECKER PLATE BOLT DOWN COVER H2 PRECAST: TYPE-2 HANDHOLE DECORATIVE COVER DECORATIVE COVER BT120-HHLV-29 3'-4" X '- " 1'- �ZELECTRICALKCM BT120-HHLV-30 2'-9" 1 -1 1'0"H BT120-HHLV-31 2'-9" X 1'-10" X 1'-0"H ELECTRICAL KCM H2 PRECAST: TYPE-2 HANDHOLE DECORATIVE COVER BT120-HHLV-32 2'4' X 1'-10" X 1'-0111-1 ELECTRICAL KCM H2 PRECAST: TYPE-2 HANDHOLE DECORATIVE COVER NOTE: *INSCRIPTION SHALL INCLUDE THE VAULT/HANDHOLE NUMBER 2 **HANDHOLES IN PLATFORM AND HIGH PEDESTRIAN AREAS SHALL HAVE ECORATIVE COVER SEE DETAIL 2 ON SHEET BT120-JCD207 FOR DECORATIVE COVER DETAIL. 2 06/27/2025 EH DA I DT ADDENDUM #2 1 06/13/2025 EH DA DT ADDENDUM #1 0 12/10/2024 EH DA DT ISSUED FOR BID No. I DATE I DSN I CHK I APP I REVISION DESIGNED BY: D. TAFTFARREN DRAWN BY: E. HAJAS CHECKED BY: D.ANDERSON APPROVED BY: D. TAFTFARREN .;acobs SUBMITTED BY: 6/27/25 R. PARGAS 4b5TmRIDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH Q w Q Lnco W J Z J SOUNDTRANSIT DATE: 12/10/2024 SCALE: NTS FILENAME: S 1-BT120-E-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ELECTRICAL CONDUIT AND CONDUCTOR SCHEDULE SOUTH RENTON TRANSIT CENTER R-4332499 DEVELOPMENT ENGINEERING msippo 11 /25/2025 Ul DRAWING NO.: BT120-EPS121 FACILITY ID: BT120 SHEET No: REV: 577 2 N co O W 0 N O N W O N H m co U W CD I H (n Z Q ry H I 0 W ry I D m 0 I 0 co 00 LO d c) rn I N Q O N C!) ,zj- D O O LO cy) CO CORE FACILITY CONDUIT AND CONDUCTOR SCHEDULE RACEWAY HOMERUN SIZE PANEUSOURCE CIRCUIT DESTINATION CONDUCTORS1 GROUND NOTES BT120-2-301 3/4" BT120-SWBD-02 13,15 BT120-HPMP-01 2#12 CU 1#12 CU 17,19 BT120-HPMP-02 2#12 CU 2#12 CU 21,23 BT120-HPMP-03 BT120-2-302 3/4" BT120-PB2-05 10,12 BT120-HPMP-05 2#10 CU 1#10 CU BT120-2-303 BT120-2-304 1" 3/4" BT120-SWBD-02 BT120-SWBD-02 33,35 BT120-HPMP-06 2#10 CU 1#10 CU 1#12 CU 1#8 CU 37,39 BT120-HPMP-07 2#10 CU 14,16 BT120-EWH-01 2#12 CU 18,20 BT120-EWH-02 2#12 CU 22,24 26,28,30 BT120-EWH-03 BT120-EWH-05 2#12 CU 3#4 BT120-2-305 1" BT120-SWBD-02 BT120-2-306 3/4" BT120-PB2-03 8 BT120-HTR-01 2#12 CU 1#12 CU 15 BT120-EWH-06 2#12 CU 7 BT120-ERU-01 2#12 CU BT120-2-307 1" BT120-PB2-03 10,12 BT120-HPMP-06 BRANCH UNIT BT120-HPMP-06 BRANCH UNIT 2#12 CU 1#12 CU 11,13 2#12 CU 25 FLOOD CONTROL SYSTEM 2#12 CU BT120-2-308 3/4" BT120-PB2-03 6 GENERAL RECEPTACLES 2#12 CU 1#12 CU 9 HPMP SERVICE RECEPTACLES 2#12 CU 5 BT120-HTR-02 2#12 CU BT120-2-309 3/4" BT120-PB2-03 18 ELECTRICAL ROOM RECEPTACLE 2#12 CU 1#12 CU 16 PSE AMR REPEATER 2#12 CU BT120-2-310 3/4" BT120-PB2-03 17,19 MOTORIZED DOOR 2#12 CU 1#12 CU 20 1 GENERAL RECEPTACLES 2#12 CU SOUND TRANSIT TELECOMM ROOM BT120-2-311 3/4" BT120-PB2-05 BT120-PB2-05 4 RECEPTACLE 2#12 CU 1#12 CU CU 15 BMS CONTROLLER 2#12 CU BT120-2-312 3/4" 1 BT120-ACL-01 2#12 CU1#12 2 RECEPTACLE 2#12 CU BT120-2-313 3/4" BT120-PB2-05 3 SERVER RACK SERVER RACK 2#10 CU1#10 2#10 CU CU 5 BT120-2-314 BT120-2-315 3/4" BT120-PB2-05 BT120-PB2-05 6 SERVER RACK 2#10 CU 1 #10 CU 8 SERVER RACK 2#10 CU 3/4" 7 SERVER RACK 2#10 CU 1#10 CU 9 SERVER RACK 2#10 CU BT120-2-316 3/4" BT120-PB2-05 11 SERVER RACK 2#10 CU 1#10 CU 13 SERVER RACK 2#10 CU BT120-2-317 BT120-2-318 3/4" BT120-PB2-03 BT120-PB2-03 18 ELECTRICAL ROOM RECEPTACLE 2#12 CU 1#12 CU 1#12 CU 16 PSE AMR REPEATER 2#12 CU 3/4" 17,19 MOTORIZED DOOR 2#12 CU 20 GENERAL RECEPTACLES 2#12 CU KING COUNTY METRO TELECOMM ROOM BT120-2-319 3/4" 1 RECEPTACLE 2#12 CU KCM-PB2-04 1#12 CU 10 RECEPTACLE 2#12 CU BT120-2-320 3/4" KCM-PB2-04 2 SERVER RACK SERVER RACK 2#10 CU1#10 2#10 CU CU 4 BT120-2-321 BT120-2-322 3/4" KCM-PB2-04 KCM-PB2-04 3 SERVER RACK 2#10 CU 1 #10 CU 5 SERVER RACK 2#10 CU 3/4" 6 SERVER RACK 2#10 CU 1#10 CU 8 SERVER RACK 2#10 CU BT120-2-323 3/4" KCM-PB2-04 7 SERVER RACK 2#10 CU 1#10 CU 9 SERVER RACK 2#10 CU SECURITY BUILDING BT120-2-324 3/4" BT120-PB2-01 1,3 BT120-ACU-07 2#12 CU 1 #12 CU BT120-2-325 3/4" BT120-PB2-01 2 GFCI RECEPTACLE 2#12 CU 1#12 CU 4 GFCI RECEPTACLE 2#12 CU 10,12 BT120-EWH-04 2#12 CU BT120-2-326 3/4" BT120-PB2-01 5 RECEPTACLE 2#12 CU 1#12 CU 7 RECEPTACLE 2#12 CU 9 RECEPTACLE 2#12 CU BT120-2-327 3/4" BT120-PB2-01 6 RECEPTACLE RECEPTACLE 2#12 CU1#12 2#12 CU CU 8 NOTES: 1. ALL CONDUCTORS ARE 600 VOLT INSULATED UNLESS OTHERWISE NOTED. 0 1 12/10/2024 1 EH I DA I DT I ISSUED FORBID No. I DATE I DSN I CHK I APP I REVISION DESIGNED BY: D. TAFTFARREN DRAWN BY: E. HAJAS CHECKED BY: D.ANDERSON APPROVED BY: D. TAFTFARREN T AFT. .;acobs 57079 � �EGISTERti� �SSIONAL IESUBMITTED BY: DATE: 12/02/24 R. PARGAS 12/10/2024 PLATFORM CONDUIT AND CONDUCTOR SCHEDULE CONDUIT SIZE PANEL CIRCUIT SOURCE DESTINATION CONDUCTORS1 GROUND NOTES BT120-2-001 1" BT120-PB2-04 9,11 BT120-PB2-04 BAY 1 COMMS CABINET - ST BT120-HHLV-23 3#10 CU 1#10 CU BT120-2-002 1" BT120-PB2-04 1 BT120-PB2-04 2#10 CU 1#10 CU BT120-2-003 1" BT120-PB2-04 5,7 BT120-PB2-04 BT120-HHLV-23 4#10 CU 1#10 CU BT120-2-004 1" BT120-PB2-04 1 BT120-HHLV-23 BAY 1 CANOPY LIGHTING - SOUTH 2#10 CU 1#10 CU BT120-2-005 1" BT120-PB2-04 5 BT120-HHLV-23 BAY 1 CANOPY VMS - SOUTH 2#10 CU 1#10 CU BT120-2-006 1" BT120-PB2-04 7 BT120-HHLV-23 BAY 1 TVM 2#10 CU 1#10 CU BT120-2-007 1" BT120-PB2-04 1 BT120-HHLV-23 BT120-HHLV-16 2#10 CU 1#10 CU BT120-2-008 1" BT120-PB2-04 5 BT120-HHLV-23 BT120-HHLV-16 2#10 CU 1#10 CU BT120-2-009 1" BT120-PB2-04 1 BT120-HHLV-16 BAY 1 CANOPY LIGHTING - NORTH 2#10 CU 1#10 CU BT120-2-010 1" BT120-PB2-04 5 BT120-HHLV-16 BAY 1 CANOPY VMS - NORTH 2#10 CU 1#10 CU BT120-2-011 1" BT120-PB2-04 5 BT120-HHLV-23 BAY 1 PYLON VMS 2#10 CU 1#10 CU BT120-2-012 1" BT120-PB2-04 2 BT120-PB2-04 BT120-HHLV-19 2#10 CU 1#10 CU BT120-2-013 1" BT120-PB2-04 13,15 BT120-PB2-04 BT120-HHLV-19 4#10 CU 1#10 CU BT120-2-014 1" BT120-PB2-04 13 BT120-HHLV-19 BAY 8 PYLON VMS 2#10 CU 1#10 CU BT120-2-015 1" BT120-PB2-04 2 BT120-HHLV-19 BAY 8 CANOPY LIGHTING 2#10 CU 1#10 CU BT120-2-016 1" BT120-PB2-04 13 BT120-HHLV-19 BAY 8 CANOPY VMS 2#10 CU 1#10 CU BT120-2-017 1" BT120-PB2-04 15 BT120-HHLV-19 BAY 8 TVM 2#10 CU 1#10 CU BT120-2-018 1" BT120-PB2-04 2,3,4 BT120-PB2-04 BT120-HHLV-20 6#10 CU 1#10 CU BT120-2-019 1" BT120-PB2-04 17,19 BT120-PB2-04 BT120-HHLV-20 3#10 CU 1#10 CU BT120-2-020 1" BT120-PB2-04 6,8 BT120-PB2-04 BT120-HHLV-20 3#10 CU 1#10 CU BT120-2-021 1" BT120-PB2-04 2 BT120-HHLV-20 BAY 2 CANOPY LIGHTING 2#10 CU 1#10 CU BT120-2-022 1" BT120-PB2-04 17,19 BT120-HHLV-20 BAY 8 COMMS CABINET - ST 3#10 CU 1#10 CU BT120-2-023 1" BT120-PB2-04 3,4 BT120-HHLV-20 BT120-HHLV-21 4#10 CU 1#10 CU BT120-2-024 1" BT120-PB2-04 6,8 BT120-HHLV-20 BT120-HHLV-21 3#10 CU 1#10 CU BT120-2-025 1" BT120-PB2-04 3 BT120-HHLV-21 BAY 3 WEST CANOPY LIGHTING 2#10 CU 1#10 CU BT120-2-026 1" BT120-PB2-04 3 BT120-HHLV-21 BT120-HHLV-17 2#10 CU 1#10 CU BT120-2-027 1" BT120-PB2-04 3 BT120-HHLV-17 BAY 7 CANOPY LIGHTING 2#10 CU 1#10 CU BT120-2-028 1" BT120-PB2-04 4 BT120-HHLV-21 BT120-HHLV-22 2#10 CU 1#10 CU BT120-2-029 1" BT120-PB2-04 6,8 BT120-HHLV-21 BT120-HHLV-22 3#10 CU 1#10 CU BT120-2-030 1" BT120-PB2-04 4 BT120-HHLV-22 BAY 3 EAST CANOPY LIGHTING 2#10 CU 1#10 CU BT120-2-031 1" BT120-PB2-04 4 BT120-HHLV-22 BT120-HHLV-18 2#10 CU 1#10 CU BT120-2-032 1" BT120-PB2-04 4 BT120-HHLV-18 BAY 6 CANOPY LIGHTING 2#10 CU 1#10 CU BT120-2-033 1" BT120-PB2-04 6,8 BT120-HHLV-22 BAY 6 COMMS CABINET - ST 3#10 CU 1#10 CU KCM-2-001 1" KCM-PB2-03 1,3,5 KCM-PB2-03 BT120-HHLV-31 5#10 CU 1#10 CU KCM-2-002 1" KCM-PB2-03 2,6,8 KCM-PB2-03 BT120-HHLV-31 5#10 CU 1#10 CU KCM-2-003 1" KCM-PB2-03 2 KCM-PB2-03 BT120-HHLV-30 2#10 CU 1#10 CU KCM-2-004 1" KCM-PB2-03 2 BT120-HHLV-30 BAY 7 CANOPY VMS 2#10 CU 1#10 CU KCM-2-005 1" KCM-PB2-03 3,5 BT120-HHLV-31 BAY 2 COMMS CABINET - KCM 3#10 CU 1#10 CU KCM-2-006 1" KCM-PB2-03 1 BT120-HHLV-31 BAY 2 CANOPY VMS 2#10 CU 1#10 CU KCM-2-007 1" KCM-PB2-03 2 BT120-HHLV-31 BAY 3 WEST CANOPY SPARE KCM-2-008 1" KCM-PB2-03 2 BT120-HHLV-31 BT120-HHLV-32 2#10 CU 1#10 CU KCM-2-009 1" KCM-PB2-03 6,8 BT120-HHLV-31 BAY 3 COMMS CABINET - KCM 3#10 CU 1#10 CU KCM-2-010 1" KCM-PB2-03 2 BT120-HHLV-31 BAY 3 EAST CANOPY VMS 2#10 CU 1#10 CU KCM-2-011 1" KCM-PB2-03 2 BT120-HHLV-32 BAY 6 CANOPY VMS 2#10 CU 1#10 CU K1r1TFC- 1. ALL CONDUCTORS ARE 600 VOLT INSULATED UNLESS OTHERWISE NOTED. 4STmRIDE BRT General Engineering Consultant REVIEWED BY: J. ALTCHECH Q w Q w J J SOUNDTRANSIT DATE: 12/10/2024 SCALE: NTS FILENAME: S 1-BT120-E-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ELECTRICAL CONDUIT AND CONDUCTOR SCHEDULE 2 SOUTH RENTON TRANSIT CENTER R-4332500 DEVELOPMENT ENGINEERING msippo 11 /25/2025 %ji DRAWING NO.: BT120-EPS122 FACILITY ID: BT120 SHEET No: REV: 578 0 N co co 6 W C� J U- rn cv co aD of N 0 N Ui 6 N m 'o N O N U N O I U O J I Qry c � U E 00 :3 Lo a N U) O L a) N U) 0 N � U BT1 20-DB4-1 01 BT1 20-DB4-1 11 CONDUIT T, T120- N4- 101 B 0- N4- 102 BT120- - 103 BT120- N4-tK BT120- N4- 105 BT120- N4- 106 BT120- N4- 107 BT120- N4- 108 BT120- N4- 111 BT120- N4- 112 BT120- N4- 113 BT120- N4- 114 BT120- N4- 115 BT120- N4- 116 BT120- N4- 117 BT120- N4- 122 BT120- N4- 124 BT120- N4- 125 BT120- N4- 126 BT120-DB4-131 BT120- N4- 131 BT120- N4- 132 BT120- N4- 133 BT120- N4- 134 BT120- N4- 135 BT120- N4- 136 BT120-DBSC-101 BT120-DBSC-111 BT120-DBSC-121 BT120-DBSC-131 BT120-DBSC-141 BT120-DBSC-151 BT120-DBSC-161 BT120-DBSC-171 BT120- SC- 101 BT120-SC-102 BT120-SC-103 BT120- SC- 111 BT120- SC- 112 BT120- SC- 113 BT120- SC- 121 BT120- SC- 122 BT120- SC- 123 BT120- SC- 131 BT120- SC- 132 BT120- SC- 133 BT120- SC- 141 BT120-SC-142 BT120- SC- 143 BT120- SC- 144 BT120-SC-145 BT120- SC- 146 BT120- SC- 151 BT120- SC- 152 BT120- SC- 153 BT120- SC- 161 BT120- SC- 162 BT120- SC- 163 BT120- SC- 171 BT120- SC- 172 BT120- SC- 173 BT120- SC- 174 BT120- SC- 176 BT120- SC- 177 BT120-SC- 181 BT120-SC- 182 BT120-SC- 183 BT120- DC-101 BT120- DC- 102 BT120-DBDC-101 BT120- DC- 103 BT120- DC-104 BT120- DC- 105 BT120- DC-106 BT120- DC-111 BT120- DC- 112 BT120-DBDC-111 BT120- DC- 113 BT120- DC-114 BT120- DC- 1 ,18 BT120- D -116 1 06/13/2025 EH DA DT ADDENDUM #1 0 12/10/2024 EH DA DT ISSUED FORBID No. DATE DSN CHK APP REVISION BEB CHARGING YARD CONDUIT AND CONDUCTOR SCHEDULE BEB CHARGING YARD CONDUIT AND CONDUCTOR SCHEDULE IZE SOURCE DESTINATION CONDUCTORS1 GROUND NOTES DUCTBANK TAG CONDUIT TAG SIZE SOURCE DESTINATION CONDUCTORS1 GROUND NOTE 4" BT120-T-101 KCM-SWBD-01 4#500KCMIL BT120- DC-121 3" BT120-HHLV-05 BT120-HHLV-08 SPARE WJPULLSTRING 4" BT120-T-101 KCM-SWBD-01 4#500KCMIL BT120- DC- 122 3" BT120-HHLV-05 BT1 20-H H LV-08 SPA / PULLSTRING 4" BT120-T-101 KCM-SWBD-01 4#500KCMIL BT120- DC-123 3" BT120-HHLV-05 BT120-HHLV-08 RE W/ PULLSTRING 4" BT120-T-101 KCM-SWBD-01 4#500KCMIL BT120- DC-124 3" BT120-HHLV-05 BT120-HHLV-08 SPARE W/ PULLSTRING 4" BT120-T-101 KCM-SWBD-01 4#500KCMIL BT120- DC- 125 3" BT120-HHLV-05 BT120-HHLV-08 SPARE W/ PULLSTRING 4" BT120-T-101 KCM-SWBD-01 4#500KCMIL BT120-DBDC-121 BT120- DC-126 3" BT120-HHLV-05 BT120-HHLV-08 SPARE W/ PULLSTRING 4" BT120-T-101 KCM-SWBD-01 4#500KCMIL BT120- DC-127 3" BT120-HHLV-05 BT120-HHLV-08 SPARE W/ PULLSTRING 4 BT120-T-101 KCM-SWBD-01 4#500KCMIL BT120- DC- 128 3" BT120-HHLV-05 BT120-HHLV-08 SPARE W/ PULLSTRING 3" CM-SWBD-01 BT120-HHLV-01 3#300KCMIL 1#300KCMIL BT120- DC-129 3" BT120-HHLV-05 BT120-HHLV-08 SPARE W/ PULLSTRING 3" K -SWBD-01 BT120-HHLV-01 3#300KCMIL 1#300KCMIL BT120- DC- 130 3" BT120-HHLV-05 BT120-HHLV-08 SPARE W/ PULLSTRING 3" KCM-S D-01 BT120-HHLV-01 3#300KCMIL 1#300KCMIL BT120- DC- 131 3" BT120-HHLV-05 BT120-HHLV-08 SPARE W/ PULLSTRING 3" KCM-SWBD- BT120-HHLV-01 3#300KCMIL 1#300KCMIL BT120- DC-132 3" BT120-HHLV-05 BT120-HHLV-08 SPARE W/ PULLSTRING 3" KCM-SWBD-01 BT120-HHLV-01 3#300KCMIL 1#300KCMIL BT120- DC-141 3" BT120-HHLV-08 BEB GANTRY SPARE W/ PULLSTRING 3" KCM-SWBD-01 BT120-HHLV-01 3#300KCMIL 1#300KCMIL BT120- DC- 142 3" BT120-HHLV-08 BEB GANTRY SPARE W/ PULLSTRING 2" KCM BEB-SWBD-01 TRANSFORMER TKCM-1 3#6 1#10 BT120- DC-143 3" BT120-HHLV-08 BEB GANTR SPARE W/ PULLSTRING 3" BT120-HHLV-01 B 0-BEB-01A 3#300KCMIL 1#300KCMIL BT120- DC- 3" BT120-HHLV-08 BEB GA Y SPARE W/ PULLSTRING 3" BT120-HHLV-01 BT12 - B-01B 3#300KCMIL 1#300KCMIL BT120-DBDC- BT120- DC- 145 3" BT120-HHLV-08 BE ANTRY SPARE W/ PULLSTRING 3" BT120-HHLV-01 BT120-BE 2A 3#300KCMIL 1#300KCMIL 20- DC-146 3" BT120-HHLV-08 B GANTRY SPARE W/ PULLSTRING 3" BT120-HHLV-01 BT120-BEB-02 3#300KCMIL 1#300KCMIL BT12 - C-147 3" BT120-HHLV-08 BEB GANTRY SPARE W/ PULLSTRING 3" BT120-HHLV-01 BT120-BEB-03A 3#300KCMIL 1#300KCMIL BT120- DC- 48 3" BT120-HHLV-08 BEB GANTRY SPARE W/ PULLSTRING 3" BT120-HHLV-01 BT120-BEB-03B 3#300KCMIL 1#300KCM1 BT120- DC- 14 3" BT120-1-11-1LV- BEB GANTRY SPARE W/ PULLSTRING 3" BT120-HHLV-01 STUB AND CAP SPARE W/ PULLSTRING BT120- DC-141 3" BT120-1j-07 BT120-HHLV-10 SPARE W/ PULLSTRING 3" BT120-HHLV-01 STUB AND CAP SPARE W/ PULLSTRING BT120- DC- 142 3" BT1 -HHLV-07 BT120-HHLV-10 SPARE W/ PULLSTRING 3" BT120-HHLV-01 STUB AND CAP SPARE W/ PULLSTRING BT120- DC- 143 3" 120-HHLV-07 BT120-HHLV-10 SPARE W/ PULLSTRING 3" BT120-HHLV-01 STUB AND CAP SPARE W/ PULLSTRING BT120- DC- 144 3" BT120-HHLV-07 BT120-HHLV-10 SPARE W/ PULLSTRING 3" BT120-HHLV-01 STUB AND CAP SPARE W/ PULLSTRING BT120- DC- 145 ifBT120-HHLV-07 BT120-HHLV-10 SPARE W/ PULLSTRING 3" BT120-HHLV-01 STUB AND CAP SPARE W/ PULLSTRING BT120- DC- 146 3" BT120-HHLV-07 BT120-HHLV-10 SPARE W/ PULLSTRING 3" BT120-BEB-01A BT120-HHSC-09 NOTE 2 BT120- DC- 147 3" BT120-HHLV-07 BT120-HHLV-10 SPARE W/ PULLSTRING 3" BT120-BEB-02A BT120-HHSC-09 NOTE 2 BT120- DC- 148 ifBT120-HHLV-07 BT120-HHLV-10 SPARE W/ PULLSTRING 3" BT120-BEB-03A BT120-HHSC-09 NOTE 2 BT120- DC- 149 3' BT120-HHLV-07 BT120-HHLV-10 SPARE W/ PULLSTRING 3" BT120-HHSC-09 BEB GANTRY NOTE 2 BT120-DBDC-151 BT120- DC-150 3" BT120-HHLV-07 BT120-HHLV-10 SPARE W/ PULLSTRING 3" BT120-HHSC-09 BEB GANTRY NOTE 2 BT120- DC- 151 3" BT120-HHLV-07 BT120-HHLV-10 SPARE W/ PULLSTRING 3" BT120-HHSC-09 BEB GANTRY NOTE 2 BT120- DC- 152 3" BT120-HHLV-07 BT120-HHLV-10 SPARE W/ PULLSTRING 3" BT120-HHSC-04 BT120-HHSC-09 SPARE W/ PULLSTRING BT120- DC-153 3" BT120-HHLV-07 BT120-HHLV-10 SPARE W/ PULLSTRING 3" BT120-HHSC-04 BT120-HHSC-09 SPARE W/ PULLSTRING BT120- DC- 154 3" BT120-HHLV-07 BT120-HHLV-10 SPARE W/ PULLSTRING 3" BT120-HHSC-04 BT120-HHSC-09 SPARE 120- DC- 155 3" BT120-HHLV-07 BT120-HHLV-10 SPARE W/ PULLSTRING 3" BT120-HHSC-09 BEB GANTRY SPARE 120- DC-156 3" BT120-HHLV-07 BT120-HHLV-10 SPARE W/ PULLSTRING 3" BT120-HHSC-09 BEB GANTRY SPARE 120- DC- 157 3" BT120-HHLV-07 BT120-HHLV-10 SPARE W/ PULLSTRING 3" BT120-HHSC-09 BEB GANTRY SPARE 120- DC- 158 3" BT120-HHLV-07 BT120-HHLV-10 SPARE W/ PULLSTRING 3" BT120-HHSC-06 BT120-HHSC-11 SPARE .... _ ___ .. _.. _ _ ., ,120- DC-161 3" BT120-HHLV-10 BEB GANTRY SPARE W/ PULLSTRING 3" BT120-HHSC-06 BT120-HHSC-11 SPARE W/ PULLSTRING BT120- DC-162 3" BT120-HHLV-10 BEB GANTRY SPARE W/ PULLSTRING 3" BT120-HHSC-06 BT120-HHSC-11 SPARE W/ PULLSTRING BT120- DC- 163 3" BT120-HHLV-10 BEB GANTRY SPARE W/ PULLSTRING 3" BT120-HHSC-06 BT120-HHSC-11 SPARE W/ PULLSTRING BT120- DC-164 3" BT120-HHLV-10 BEB GANTRY SPARE W/ PULLSTRING 3" BT120-HHSC-06 BT120-HHSC-11 SPARE W/ PULLSTRING BT120-DBDC-161 BT120- DC-165 3" BT120-HHLV-10 BEB GANTRY SPARE W/ PULLSTRING 3" BT120-HHSC-06 BT120-HHSC-11 SPARE W/ PULLSTRING BT120- DC- 166 3" BT120-HHLV-10 BEB GANTRY SPARE W/ PULLSTRING 3" BT120-HHSC-11 BEB GANTRY SPARE W/ PULLSTRING BT120- DC- 167 3" BT120-HHLV-10 BEB GANTRY SPARE W/ PULLSTRING 3" BT120-HHSC-11 BEB GANTRY SPARE W/ PULLSTRING BT120- DC- 168 IfBT120-HHLV-10 BEB GANTRY SPARE W/ PULLSTRING 3" BT120-HHSC-11 BEB GANTRY SPARE W/ PULLSTRING BT120- DC- 169 3" BT120-HHLV-10 BEB GANTRY SPARE W/ PULLSTRING 3" BT120-HHSC-11 BEB GANTRY SPARE W/ PULLSTRING BT120- DC-171 3" BT120-HHLV-10 BEB GANTRY SPARE W/ PULLSTRING 3" BT120-HHSC-11 BEB GANTRY SPARE W/ PULLSTRING BT120- DC-172 BT120-HHLV-10 BEB GANTRY SPARE W/ PULLSTRING 3" BT120-HHSC-11 BEB GANTRY SPARE W/ PULLSTRING BT120- DC- 173 3" BT1 20-HHLV-1 0 BEB GANTRY SPARE W/ PULLSTRING 2" BT120-HHSC-03 STUB AND CAP SPARE W/ PULLSTRING BT120- DC-174 3" 120-HHLV-10 BEB GANTRY SPARE W/ PULLSTRING 2" BT120-HHSC-03 STUB AND CAP SPARE W/ PULLSTRING BT120-DBDC-171 BT120- DC- 175 3" BT12 HLV-10 BEB GANTRY SPARE W/ PULLSTRING 2" BT120-HHSC-03 STUB AND CAP SPARE W/ PULLSTRING BT120- DC- 176 3" BT120-H -10 BEB GANTRY SPARE W/ PULLSTRING 2" BT120-HHSC-03 BT120-BEB-01A CAT6 BT120- DC-1 3" BT120-HHLV-1 BEB GANTRY SPARE W/ PULLSTRING 2" BT120-HHSC-03 BT120-BEB-02A CAT6 BT120- D 178 3" BT120-HHLV-10 BEB GANTRY SPARE W/ PULLSTRING 2" BT120-HHSC-03 BT120-BEB-03 CAT6 BT1 - C- 179 3" BT120-HHLV-10 BEB GANTRY SPARE W/ PULLSTRING 2" SYSTEMS CABINET BT120-HH -03 CAT6 120- N2- 101 2"C TRANSFORMER TKCM-1 NEL KCM-1 CABINET 4#1 1#6 1" ACM MODULE #1 E-ST #1 4#18 BT120- N2- 102 1"C PANEL KCM-1 CABINET BT1 kH�-SL-44 2#10 1#12 GANTRY LIGHTING 1" ACM MODULE #2 E- OP #2 4#18 BT120- N2- 103 1"C PANEL KCM-1 CABINET BEB YA CANOPY 2#12 1#12 CANOPY LIGHTING 1" ACM MODULE #3'E-STOP #3 4#18 3" BT120-BEB-01A BT120-HHLV-08 2#250KCMIL NOTE 3 BT120- N2- 104 111C PANEL KCM-1 CABINET SYSTEM CAB tNkT 2#12 1#12 3" BT1 20-BEB-01 B BT120-HHLV-08 2#250KCMIL NOTE 3 BT120- N2- 105 111C PANEL KCM-1 CABINET BEB YARD RECEPTACLE 2#12 1#12 3" BT120-13EB- A BT120-HHLV-08 2#250KCMIL NOTE 3 BT120- N2- 106 111C BT120-HH-SL-44 BEB GANTRY 2#10 1#12 GANTRY LIGHTING 3" BT120- B-0213 BT120-HHLV-08 2#250KCMIL NOTE 3 NOTES: 3" B 0-BEB-03A BT120-HHLV-08 2#250KCMIL NOTE 3 1. ALL CONDUCTORS ARE COPPER AND 600 VOLT INSULATED UNLESS OTHERWISE NOTED. 3" T120-13EB-0313 BT120-HHLV-08 2#250KCMIL NOTE 3 2. (8)GLASS FIBER COMMUNICATION CABLE, (2)2-PAIR 22AWG INTERLOCK CABLE, 4#12 AWG W/ 1#12 GND AC CABLE, 10#1 WG FOR MANUAL OPERATION 3" BT120-HHLV-08 BEB GANTRY 2#250KCMIL NOTE 3 3. 2000V EPDM/CPE TYPE W RHH/RHW-2 3" BT120-HHLV-08 BEB GANTRY 2#250KCMIL NOTE 3 3" BT120-HHLV-08 BEB GANTRY 2#250KCMIL NOTE 3 3" BT120-HHLV-08 BEB GANTRY 2#250KCMIL NOTE 3 3" BT120-HHLV-08 BEB GANTRY 2#250KCMIL NOTE 3 3" BT120-HHLV-08 BEB GANTRY 2#250KCMIL NOTE 3 DESIGNED BY: D. TAFTFARREN DRAWN BY: E. HAJAS CHECKED BY: D.ANDERSON APPROVED BY: D. TAFTFARREN .;acobs SUBMITTED BY: R. PARGAS 4b5TmRIDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH SCALE: Q w NTS Q FILENAME: U� w J S 1-BT120-E-v2020 J J U- SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ELECTRICAL CONDUIT AND CONDUCTOR SCHEDULE 3 SOUTH RENTON TRANSIT CENTER R-4332501 DEVELOPMENT ENGINEERING msippo 11 /25/2025 DRAWING NO.: BT120-EPS123 FACILITY ID: BT120 SHEET No: REV: 579 1 N C'7 6 0 W 0 N O N W O N H m U) U W C� I H Z Q ry H I c) W ry I D m 0 I 0 co 00 LO co a CI ti Cn o -n LO O (N Cfl O cy) N co _ co m EQUIPMENT EQUIPMENT ID NO. ROOM NO. ROOM NAME EQUIPMENT MATRIX ELECTRICAL BT105 -1 REMOTELY UPS REMOTELY MONITORED CIRCULATION EQUIPMENT DISCIPLINE REQUIREMENT MONITORED — BMS — OCC DIAGRAM NAME EQUIPMENT DESCRIPTION EQUIPMENT EQUIPMENT DIMENSIONS (L x WEIGHT W x H) (Ibs) EQUIPMENT REMARKS BT105-GEN-01 01 - SITE ELECTRICAL No Yes Yes No GENERATOR 192"x80"x128" 14126 BT105-LCP-01 01 BT120L1209 ELECTRICAL ELECTRICAL No Yes No No 16-RELAY CONTROL PANEL 14.25'W"x20.75" 40.77 BT105-LCP-02 02 - CANOPY ELECTRICAL No Yes No No 8-RELAY CONTROL PANEL 14.25'W"x14.25" 26.34 1 06/13/2025 EH DA DT ADDENDUM #1 0 12/10/2024 EH DA DT ISSUED FOR BID No. I DATE I DSN I CHK I APP I REVISION DESIGNED BY: D. TAFTFARREN DRAWN BY: E. HAJAS CHECKED BY: D.ANDERSON APPROVED BY: D. TAFTFARREN AFT F pacobs 57079 ��A R�GISTBR�� w� �SVONAI ESUBMITTED BY: 6113125 R. PARGAS STmRIDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH Q w U)� W J J z SOUNDTRANSIT DATE: 12/10/2024 SCALE: NTS FILENAME: S 1-BT120-E-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ELECTRICAL EQUIPMENT MATRIX SOUTH RENTON TRANSIT CENTER R-4332502 DEVELOPMENT ENGINEERING msippo 11 /25/2025 Ul DRAWING NO.: BT120-EPS130 FACILITY ID: BT120 SHEET No: REV: 580 1 N co co W 0 N 0 N w 0 N m co 0 w C� I z ry ~I 0 a I m 0 I 0 co 00 LO co 0 D_ I o��n ti U) o -n L o N o cry N co _ co m EQUIPMENT EQUIPMENT ID NO. ROOM NO. EQUIPMENT MATRIX ELECTRICAL BT105 - 2 REMOTELY UPS MOD CIRCULATION EQNIPME EQUIPMENT ROOM NAME DISCIPLINE REQUIREMENT MONITORED REMOTELY BMS OCC DAM EQUIPMENT DESCRIPTION EQUIPMENT DIMENSIONS (L x W x H) EQUIPMENT WEIGHT (Ibs) EQUIPMENT REMARKS BT120-HH-SL 01 - SITE ELECTRICAL No No No No HANDHOLE 36"x24"x24" 2275 BT120-HH-SL 02 - SITE ELECTRICAL No No No No HANDHOLE 36"x24"x24" 2275 BT120-HH-SL 03 - SITE ELECTRICAL No No No No HANDHOLE 36"x24"x24" 2275 BT120-HH-SL 04 - SITE ELECTRICAL No No No No HANDHOLE 36"x24"x24" 2275 BT120-HH-SL 05 - SITE ELECTRICAL No No No No HANDHOLE 36"x24"x24" 2275 BT120-HH-SL 06 - SITE ELECTRICAL No No No No HANDHOLE 36"x24"x24" 2275 BT120-HH-SL 07 - SITE ELECTRICAL No No No No HANDHOLE 36"x24"x24" 2275 BT120-HH-SL 08 - SITE ELECTRICAL No No No No HANDHOLE 36"x24"x24" 2275 BT120-HH-SL 09 - SITE ELECTRICAL No No No No HANDHOLE 36"x24"x24" 2275 BT120-HH-SL 10 - SITE ELECTRICAL No No No No HANDHOLE 22.5"x33"x18.5" 32 BT120-HH-SL 11 - SITE ELECTRICAL No No No No HANDHOLE 22.5"x33"x18.5" 32 BT120-HH-SL 12 - SITE ELECTRICAL No No No No HANDHOLE 22.5"x33"x18.5" 32 BT120-HH-SL 13 - SITE ELECTRICAL No No No No HANDHOLE 22.5"x33"x18.5" 32 BT120-HH-SL 14 - SITE ELECTRICAL No No No No HANDHOLE 22.5"x33"x18.5" 32 BT120-HH-SL 15 - SITE ELECTRICAL No No No No HANDHOLE 36"x24"x24" 2275 BT120-HH-SL 16 - SITE ELECTRICAL No No No No HANDHOLE 36"x24"x24" 2275 BT120-HH-SL 17 - SITE ELECTRICAL No No No No HANDHOLE 36"x24"x24" 2275 BT120-HH-SL 18 - SITE ELECTRICAL No No No No HANDHOLE 36"x24"x24" 2275 BT120-HH-SL 19 - SITE ELECTRICAL No No No No HANDHOLE 36"x24"x24" 2275 BT120-HH-SL 20 - SITE ELECTRICAL No No No No HANDHOLE 36"x24"x24" 2275 BT120-HH-SL 21 - SITE ELECTRICAL No No No No HANDHOLE 36"x24"x24" 2275 BT120-HH-SL 22 - SITE ELECTRICAL No No No No HANDHOLE 36"x24"x24" 2275 BT120-HH-SL 23 - SITE ELECTRICAL No No No No HANDHOLE 36"x24"x24" 2275 BT120-HH-SL 24 - SITE ELECTRICAL No No No No HANDHOLE 22.5"x33"x18.5" 32 BT120-HH-SL 25 - SITE ELECTRICAL No No No No HANDHOLE 22.5"x33"x18.5" 32 BT120-HH-SL 26 - SITE ELECTRICAL No No No No HANDHOLE 36"x24"x24" 2275 BT120-HH-SL 27 - SITE ELECTRICAL No No No No HANDHOLE 36"x24"x24" 2275 BT120-HH-SL 28 - SITE ELECTRICAL No No No No HANDHOLE 36"x24"x24" 2275 BT120-HH-SL 29 - SITE ELECTRICAL No No No No HANDHOLE 36"x24"x24" 2275 BT120-HH-SL 30 - SITE ELECTRICAL No No No No HANDHOLE 36"x24"x24" 2275 BT120-HH-SL 31 - SITE ELECTRICAL No No No No HANDHOLE 36"x24"x24" 2275 BT120-HH-SL 32 - SITE ELECTRICAL No No No No HANDHOLE 36"x24"x24" 2275 BT120-HH-SL 33 - SITE ELECTRICAL No No No No HANDHOLE 36"x24"x24" 2275 BT120-HH-SL 34 - SITE ELECTRICAL No No No No HANDHOLE 36"x24"x24" 2275 BT120-HH-SL 35 - SITE ELECTRICAL No No No No HANDHOLE 36"x24"x24" 2275 BT120-HH-SL 36 - SITE ELECTRICAL No No No No HANDHOLE 36"x24"x24" 2275 BT120-HH-SL 37 - SITE ELECTRICAL No No No No HANDHOLE 36"x24"x24" 2275 BT120-HH-SL 38 - SITE ELECTRICAL No No No No HANDHOLE 36"x24"x24" 2275 BT120-HH-SL 39 - SITE ELECTRICAL No No No No HANDHOLE 36"x24"x24" 2275 BT120-HH-SL 40 - SITE ELECTRICAL No No No No HANDHOLE 36"x24"x24" 2275 BT120-HH-SL 41 - SITE ELECTRICAL No No No No HANDHOLE 36"x24"x24" 2275 BT120-HH-SL 42 - SITE ELECTRICAL No No No No HANDHOLE 36"x24"x24" 2275 BT120-HH-SL 42 - SITE ELECTRICAL No No No No HANDHOLE 36"x24"x24" 2275 BT120-HH-SL 42 - SITE ELECTRICAL No No No No HANDHOLE 36"x24"x24" 2275 BT120-HH-SL 43 - SITE ELECTRICAL No No No No HANDHOLE 36"x24"x24" 2275 BT120-HH-SL 44 - SITE ELECTRICAL No No No No HANDHOLE 36"x24"x24" 2275 BT120-HH-SL 45 - SITE ELECTRICAL No No No No HANDHOLE 36"x24"x24" 2275 BT120-HH-SL 46 - SITE ELECTRICAL No No No No HANDHOLE 36"x24"x24" 2275 BT120-HH-SL 47 - SITE ELECTRICAL No No No No HANDHOLE 36"x24"x24" 2275 BT120-HH-SL 48 - SITE ELECTRICAL No No No No HANDHOLE 36"x24"x24" 2275 BT120-HH-SL 49 - SITE ELECTRICAL No No No No HANDHOLE 36"x24"x24" 2275 BT120-HH-SL 50 - SITE ELECTRICAL No No No No HANDHOLE 36"x24"x24" 2275 BT120-HH-SL 51 - SITE ELECTRICAL No No No No HANDHOLE 36"x24"x24" 2275 BT120-HH-SL 52 - SITE ELECTRICAL No No No No HANDHOLE 36"x24"x24" 2275 BT120-HH-SL 53 - SITE ELECTRICAL No No No No HANDHOLE 36"x24"x24" 2275 BT120-HH-SL 54 - SITE ELECTRICAL No No No No HANDHOLE 36"x24"x24" 2275 BT120-HH-SL 55 - SITE ELECTRICAL No No No No HANDHOLE 36"x24"x24" 2275 BT120-HH-SL 56 - SITE ELECTRICAL No No No No HANDHOLE 36"x24"x24" 2275 BT120-HH-SL 57 - SITE ELECTRICAL No No No No HANDHOLE 36"x24"x24" 2275 BT120-HH-SL 58 - SITE ELECTRICAL No No No No HANDHOLE 36"x24"x24" 2275 BT120-HH-SL 71 - SITE ELECTRICAL No No No No HANDHOLE 36"x24"x24" 2275 BT120-HH-SL 72 - SITE ELECTRICAL No No No No HANDHOLE 36"x24"x24" 2275 BT120-HH-SL 73 - SITE ELECTRICAL No No No No HANDHOLE 36"x24"x24" 2275 BT120-HH-SL 74 - SITE ELECTRICAL No No No No HANDHOLE 36"x24"x24" 2275 BT120-HH-SL BT120-HH-SL 75 - SITE ELECTRICAL ELECTRICAL No No No No No No HANDHOLE HANDHOLE 36"x24"x24" 36"x24"x24" 2275 2275 76 - SITE No No BT120-HH-SL 77 - SITE ELECTRICAL No No No No HANDHOLE 36"x24"x24" 2275 vm BT120-HH-SL 80 - SITE ELECTRICAL No No No No HANDHOLE 22.5"x33"x18.5" 32 BT120-HH-SL 82 - SITE ELECTRICAL No No No No HANDHOLE 36"x24"x24" 2275 x" 4 2 1 106/13/20251 IK I DA I DT JADDENDUM#1 0 112/10/20241 EH I DA I DT IISSUEDFORBID No. I DATE I DSN I CHK I APP I REVISION DESIGNED BY: D. TAFTFARREN DRAWN BY: E. HAJAS CHECKED BY: D.ANDERSON APPROVED BY: D. TAFTFARREN ; .acobs SUBMITTED BY: 6/1 312 5 R. PARGAS Q w U 4STJ?IDE zZ) BRT General Engineering Consultant J LL DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH mrrmw" SOUNDTRANSIT DATE: 12/10/2024 SCALE: NTS FILENAME: S 1-BT120-E-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ELECTRICAL EQUIPMENT MATRIX SOUTH RENTON TRANSIT CENTER R-4332503 DEVELOPMENT ENGINEERING msippo 11 /25/2025 U1 DRAWING NO.: BT120-EPS131 FACILITY ID: BT120 SHEET No: REV: 581 1 N co co 6 W 0 N 0 N W O N H m V1 U W C� I H V) Z Q ry H I c) W ry I D m 0 I 0 co 00 LO co W CI N j �n ti U) o � Lo (N o cy) N co �_ co m EQUIPMENT MATRIX ELECTRICAL BT105 - 3 REMOTELY EQUIPMENT EQUIPMENT ID EQUIPMENT UPS ROOM NO. NAME DISCIPLINE REQUIREMENT MONITORED REMOTELY BMS MONITORED — D DIAGRAM CIRCULATION EQUIPMENT N�EQUIPMENT DESCRIPTION DIMENSIONS (L x EQUIPMENT WEIGHT EQUIPMENT (Ibs)REMARKS BT120-DISC-01 01 BT120L1207 COMFORT STATION 4 ELECTRICAL No No No No No No No DISCONNECT DISCONNECT 5"x7"x15" 9 BT120-DISC-02 02 BT120L1206 COMFORT STATION 3 ELECTRICAL No 5"x7"x15" 9 BT120-DISC-03 03 BT120L1205 COMFORT STATION 2 ELECTRICAL No No No No DISCONNECT 5"x7"x15" 9 BT120-DISC-04 04 BT120L1205 COMFORT STATION 2 ELECTRICAL No No No No DISCONNECT 5"x7"x15" 9 BT120-DISC-05 05 BT120L1204 COMFORT STATION 1 ELECTRICAL No No No No DISCONNECT DISCONNECT 5"x7"x15" 9 BT120-DISC-06 06 BT120L1203 JANITOR ELECTRICAL No No No No 5"x7"x15" 5"x7"x15" 7"x9"x22" 9 BT120-DISC-07 BT120-DISC-08 07 BT120L1201 BT120L1203 SEC STORAGE JANITOR ELECTRICAL ELECTRICAL No No No No DISCONNECT DISCONNECT 9 08 No No No No 120 BT120-DISC-09 09 BT120L1200 SECURITY BLDG ELECTRICAL No No No No DISCONNECT 4"x2"x4" 1 BT120-DISC-10 10 BT120L1200 SECURITY BLDG ELECTRICAL No No No No DISCONNECT 4"x2"x4" 1 BT120-HHLV-12 12 - SITE ELECTRICAL No No No No HANDHOLE 36"x24"x24" 2275 BT120-HHLV-13 13 - SITE ELECTRICAL No No No No HANDHOLE 36"x24"x24" 2275 BT120-HHLV-14 14 - SITE ELECTRICAL No No No No HANDHOLE 36"x24"x24" 2275 BT120-HHLV-15 15 - SITE ELECTRICAL No No No No HANDHOLE 22.5"x33"x18.5" 196 BT120-HHLV-16 16 - SITE ELECTRICAL No No No No HANDHOLE 22.5"x33"x18.5" 196 BT120-HHLV-17 17 - SITE ELECTRICAL No No No No HANDHOLE 22.5"x33"x18.5" 196 BT120-HHLV-18 18 - SITE ELECTRICAL No No No No HANDHOLE 22.5"x33"x18.5" 196 BT120-HHLV-19 19 - SITE ELECTRICAL No No No No HANDHOLE 22.5"x33"x18.5" 196 BT120-HHLV-20 20 - SITE ELECTRICAL No No No No HANDHOLE 22.5"x33"x18.5" 196 BT120-HHLV-21 21 - SITE ELECTRICAL No No No No HANDHOLE 22.5"x33"x18.5" 196 BT120-HHLV-22 22 - SITE ELECTRICAL No No No No HANDHOLE 22.5"x33"x18.5" 196 BT120-HHLV-23 23 - SITE ELECTRICAL No No No No HANDHOLE 22.5"x33"x18.5" 196 BT120-HHLV-26 26 - SITE ELECTRICAL No No No No HANDHOLE 36"x24"x24" 2275 BT120-HHLV-27 27 - SITE ELECTRICAL No No No No HANDHOLE 36"x24"x24" 2275 BT120-HHLV-28 28 - SITE ELECTRICAL No No No No HANDHOLE 36"x24"x24" 2275 BT120-HHLV-29 29 - SITE ELECTRICAL No No No No HANDHOLE 22.5"x33"x18.5" 196 BT120-HHLV-30 30 - SITE ELECTRICAL No No No No HANDHOLE 22.5"x33"x18.5" 196 BT120-HHLV-31 31 - SITE ELECTRICAL No No No No HANDHOLE 22.5"x33"x18.5" 196 BT120-HHLV-32 32 - SITE ELECTRICAL No No No No HANDHOLE 22.5"x33"x18.5" 196 BT120-HHSC-25 25 - SITE ELECTRICAL No No No No HANDHOLE 36"x24"x24" 2275 BT120-PB2-01 01 BT120L1200 SECURITY ELECTRICAL No No No Yes PANELBOARD 20"x5.75"x32" 70 BT120-PB2-02 02 BT120L1209 ELECTRICAL ELECTRICAL No No No Yes PANELBOARD 20"x5.75"x38" 70 BT120-PB2-03 03 BT120L1209 ELECTRICAL ELECTRICAL No No No Yes PANELBOARD 20"x5.75"x38" 70 BT120-PB2-04 04 - CANOPY ELECTRICAL Yes No No No PANELBOARD 16"x6.25"x36.25" 300 BT120-PB2-05 05 BT120L1208 TELECOM ELECTRICAL Yes No No No PANELBOARD 20"x5.75"x38" 70 BT120-PB2-06 06 BT120L1209 ELECTRICAL ELECTRICAL No No No Yes PANELBOARD 20"x5.75"x56" 70 BT120-PB4-01 01 BT120L1209 ELECTRICAL ELECTRICAL No No No Yes PANELBOARD 20"x5.75"x38" 70 BT120-SWBD-01 01 BT120L1209 ELECTRICAL ELECTRICAL No No No Yes SWITCHBOARD 42"x9.5"x59" 554 BT120-SWBD-02 02 BT120L1209 ELECTRICAL ELECTRICAL No No No Yes SWITCHBOARD 42"x9.5"x59" 554 BT120-SWGR-01 01 BT120L1209 ELECTRICAL ELECTRICAL No Yes No Yes SWITCHGEAR 72"x24"x91.5" 1565 BT120-T-01 01 BT120L1209 ELECTRICAL ELECTRICAL No No No Yes TRANSFORMER 33.65"x32.57"x40.58" 1207 BT120-T-02 02 BT120L1209 ELECTRICAL ELECTRICAL No No No Yes TRANSFORMER 26"x25.5"x30" 399 BT120-T-100 100 - EQUIPMENT YARD ELECTRICAL No No No No TRANSFORMER 84"x84"x35" 4802 BT120-T-100 100 - EQUIPMENT YARD ELECTRICAL No No No No TRANSFORMER 84"x84"x35" 4802 BT120-UPS-01 01 BT120L1209 ELECTRICAL ELECTRICAL Yes Yes No Yes UNINTERRUPTIBLE POWER SUPPLY 24"x36"X82" 1120 KCM-MBP-01 01 BT120L1209 ELECTRICAL ELECTRICAL Yes Yes No Yes MAINTENANCE BYPASS / ISOLATION SWITCH 17"x24"x7" 47 KCM-PB2-02 02 BT120L1209 ELECTRICAL ELECTRICAL No No No Yes PANELBOARD 20"x5.75"x38" 70 KCM-PB2-03 03 - CANOPY ELECTRICAL Yes No No No PANELBOARD 20"x5.75"x38" 70 KCM-PB2-04 04 BT120L1208 TELECOM ELECTRICAL No No No Yes PANELBOARD 20"x5.75"x38" 70 KCM-T-02 02 BT120L1209 ELECTRICAL ELECTRICAL No No No Yes TRANSFORMER 34"x37"x54" 515 KCM-UPS-01 01 BT120L1209 ELECTRICAL ELECTRICAL Yes Yes No Yes UNINTERRUPTIBLE POWER SUPPLY 19"x28.5"x33" 483 1 R-4332504 DEVELOPMENT ENGINEERING msippo 11 /25/2025 Ul DESIGNED BY: SCALE: DRAWING NO.: D. TAFTFARREN zAFTF w NTS STRIDE BUS RAPID TRANSIT DRAWN BY: ��� S o 7 ¢ U FILENAME: SOUTH RENTON TRANSIT CENTER BT120-EPS132 E. HAJASTw RIDE U) co BT105 FACILITY ID: .facobs 9 CHECKED BY: 0 57079 BRT General Engineering Consultant CONTRACT No.: BT120 SOUNDTRANSIT ELECTRICAL 1 06/13/2025 IK DA DT ADDENDUM #1 D. ANDERSON �o ��GISTER�ww RTA/CN 0205-24 SHEET No: REV: 0 12/10/2024 EH DA DT ISSUED FORBID APPROVED BY:SSIONAL ESUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: EQUIPMENT MATRIX No. DATE DSN CHK APP REVISION D. TAFTFARREN 6/1 312 5 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 SOUTH RENTON TRANSIT CENTER 582 1 N C'7 C'7 O 0 LU 0 N 0 N W 0 N H m U) U W c) W I D m 0 I 0 co 00 LO co W CI o U) o � L o N o cy) N co m 1 LUMINAIRE SCHEDULE MANUFACTURER TYPE DESCRIPTION VOLTAGE WATTS LUMENS EFFICACY CCT CRI MOUNTING CATALOG NUMBER BASIS OF DESIGN FINISH LOCATION BASIS OF DESIGN NOTES 20.3 2975 147 HE WILLIAMS 76R-4-L30/835-ACFL/D96-DIM-UNV LB 4' ROUND LENS STRIP, 3000 LUMEN OUTPUT, 120-277 25 3500K 80 SUSPENDED HOLOPHANE HZL1 N-L48-3000LM-FST-MVOLT-35K-80CR1-WH WHITE ELECTRICAL, 3243 130 CABLE -MOUNT CABLE MOUNT TELECOMM 3148 149 METALUX BAA-4-SNX-33SL-LW-UNV-L835-CD-1 21.1 20.3 2975 147 HE WILLIAMS 76R-4-L30/835-EM/10W-ACFL/D96-DIM-UNV 4' ROUND LENS STRIP; 3000 LUMEN OUTPUT; SUSPENDED ELECTRICAL, JANITOR, LUMEN OUTPUT REDUCED WHEN LB-E CABLE -MOUNT WITH EMERGENCY BATTERY 120-277 25 3243 130 3500K 80 CABLE MOUNT HOLOPHANE HZL1N-L48-3000LM-FST-MVOLT-35K-80CR1-E10W-WH WHITE STORAGE, TELECOMM POWERED BY BACKUP BATTERY. BACKUP 21.1 3148 149 METALUX BAA-4-SNX-33SL-LW-UNV-L835-CD-1-EL10W 71 HE WILLIAMS AVX-4-L82/835-WPC-EM/WLP-DIM-UNV 5728 81 LD-E 4' ARCHITECTURAL VANDAL WRAP WITH 120-277 73 3500K 80 SURFACE MOUNT TO WHITE OPERATOR LUMEN OUTPUT REDUCED WHEN 7717 106 KENALL MLHAl2-48-F-MW-PP-67L35K-DCC-DV EMERGENCY BATTERY BACKUP CEILING RESTROOMS POWERED BY BACKUP BATTERY. 46.2 5684 123 FAIL-SAFE BAA-HVSL4-4-LD4-2-LO-35-UNV-0-EDD1-EL10W 18.99 1836.96 FINELITE HP-4WL-R-D-4-B-840-F-96-120-FC-10%-FE-FB 97 LF 4'x4"x4" HIGH PERFORMANCE WET -LOCATION 120 19.8 2000 4000K 80 RECESSED LUMENWERX V4SEALR-D-WETL-EPDO-SW-80CR1-500LMF-40K-4'-UNV-D BLACK BUS CANOPIES, 101 FIXTURE 1-1C-EF-MTR-B UTILITY YARD 2540 102 LP3.5RWL-S4-LOW/80/4000-V00-EXT-SB-UNV 24.8 ALW 73 10724 147 LSI CRUS-SC-LED-LW-40-UE-BLK WILL NEED TO CONTACT 10659 133 BEGHELLI BS400LEDPLUS-HT-LO-WT40-120-277 LG RECESSED CANOPY LIGHT 120-277 80 4000K 80 RECESSED BLACK BUS CANOPIES MANUFACTURER TO HAVE FIXTURE MANUFACTURED TO ORDER BASED ON FINAL CANOPY SOFFIT THICKNESS. 57 8886 156 LITHONIA LIGHTING RCNY LED-AL01-40K-80CR1-SYMF-MVOLT-BZS-DBLXD 26.5 LITHONIA LIGHTING 2BLT2-33L-ADPT-EZ1-LP835 3254 123 LM-1 2X2 RECESSED TROFFER 120-277 24.1 3500K 80 RECESSED, HOLOPHANE HVTS-2X2-3000LM-80CR1-35K-COL-MIN10-ZT-MVOLT WHITE LACTATION ROOM, 3141 130 GRID SECURITY 3297 128 CORELITE BAA-RX-WO-34L-8-35-UNV-22-XX-STD 25.8 26.5 3254 123 LITHONIA LIGHTING 2BLT2-33L-ADPT-EZ1-LP835-EL14L LM-1 E 2X2 RECESSED TROFFER WITH EMERGENCY 120-277 24.1 3500K 81 RECESSED, HOLOPHANE WHITE LACTATION ROOM, LUMEN OUTPUT REDUCED WHEN 3141 130 HVTS-2X2-3000LM-80CR1-35K-COL-MIN10-ZT-MVOLT-E10 BATTERY BACKUP GRID W SECURITY POWERED BY BACKUP BATTERY. 3297 128 25.8 CORELITE BAA-RX-WO-34L-8-35-UNV-22-XX-STD-EL7W - - - - - LN-1 REFER TO ILLUMINATION POLE SCHEDULE - - - - (DRAWING BT120-CLS102 AND BT120-CLS103) LN-2 REFER TO ILLUMINATION POLE SCHEDULE - - - - - - - - - (DRAWING BT120-CLS102 AND BT120-CLS103) LN-3 REFER TO ILLUMINATION POLE SCHEDULE - - - - - - - - - (DRAWING BT120-CLS102 AND BT120-CLS103) LO REFER TO ILLUMINATION POLE SCHEDULE - - - - - - - - - (DRAWING BT120-CLS102 AND BT120-CLS103) 57 8336 146 LITHONIA LIGHTING DSXW2 LED P5 40K 70CRI T4M MVOLT BBW VG DBLXD LT LED WALL- MOUNT, 8000 LUMEN OUTPUT, 120-277 78 9164 117 4000K 70 BACK -BOX LUMARK BAA-PRV-P-PA1-C-740-U-T4W-SM-BK BLACK BUILDING EXTERIORS, VANDAL GUARD & BACK -BOX BUS CANOPIES 67.2 8353 124 MCGRAW EDISON BAA-GSW-SA1-F-740-U-T4W-BK LU REMOVED RT-1 REFER TO TRAFFIC SIGNAL PLANS - - - - - - - - - - - RT-2 REFER TO ILLUMINATION POLE SCHEDULE - - - - - - - - - (DRAWING BT120-CLS102 AND BT120-CLS103) R-4332505 ENGINEERING FDEVELOPIMENT o 11 /25/2025 DESIGNED BY: J. SAXER AFT � _ F �� s r l o z �acO S. Q w w U _j SCALE: NTS STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 DRAWING NO.: BT120-ELS101 DRAWN BY: E. HAJAS FILENAME: S1-BT120-E-v2020 FACILITY ID: A 57079 �o� R"cISTEY- �ww BRT General Engineering Consultant z U_SOUNDTRANSIT ELECTRICAL BT120 CHECKED BY: L. GLASER CONTRACT No.: RTA/CN 0205-24 1 06/13/2025 JS LG DT ADDENDUM #1 SHEET No: REV: �ssroNaL E LUMINAIRE SCHEDULE 0 12/10/2024 JS LG DT ISSUED FORBID APPROVED BY: SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: SOUTH RENTON TRANSIT CENTER 583 1 No. DATE DSN CHK APP REVISION D. TAFTFARREN 6113125 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 N C'7 C'7 0 LU 0 N O N W 0 N H m U) U W C� I H W Z Q ry H I 0 W ry I W D m 0 I 0 co 00 LO co a 0I O Cn o � LO O (N Cfl O cy) N co _ co m LIGHTING MANUAL CONTROL MATRIX MANUAL MANUAL OCCUPANCY VACANCY ADJUST DAYLIGHT SPACE ON OFF ON NO OFF (DIMMING) NO SENSOR NO PHOTOCELL TIMECLOCK SEQUENCE OF OPERATIONS LIGHTS WILL BE CONTROLLED BY A MANUAL ON/OFF SWITCH. LIGHTS WILL BE CONTROLLED BY A MANUAL ON/OFF SWITCH WITH A BUILT-IN OCCUPANCY SENSOR. ELECTRICAL ROOM YES YES NO NO NO WHEN SPACE IS DETECTED AS BEING UNOCCUPIED FOR 20 MINUTES, SENSOR WILL TURN LIGHTS OFF. JANITOR'S YES YES NO YES NO NO NO NO USE OF MANUAL SWITCH WILL TURN LIGHTS ON WHEN THEY'RE OFF, AND WILL TURN THE LIGHTS OFF WHEN THEY'RE ON. LIGHTS WILL BE CONTROLLED BY MANUAL ON/OFF SWITCH WITH A BUILT-IN OCCUPANCY SENSOR AND DIMMER. WHEN LIGHTS ARE OFF AND OCCUPANCY SENSOR DETECTS THAT SPACE IS OCCUPIED, IT WILL TURN LIGHTS ON TO 50% OUTPUT. WHEN SPACE IS DETECTED AS BEING UNOCCUPIED FOR 20 LACTATION ROOM YES YES YES, 50% YES YES NO NO NO MINUTES, SENSOR WILL TURN LIGHTS OFF. USE OF MANUAL SWITCH WILL TURN LIGHTS TO 100% ON WHEN LIGHTS ARE AT 50% OR OFF, AND WILL TURN THE LIGHTS OFF WHEN THEY'RE AT 100% ON. LIGHTS WILL BE CONTROLLED BY A MANUAL ON/OFF SWITCH WITH BUILT-IN OCCUPANCY SENSOR AND DIMMER. WHEN LIGHTS ARE OFF AND OCCUPANCY SENSOR DETECTS THAT SPACE IS OCCUPIED, IT WILL TURN LIGHTS ON TO 100% OUTPUT. WHEN SPACE IS DETECTED AS BEING UNOCCUPIED FOR 20 OPERATOR RESTROOMS YES YES YES, 100% YES YES NO NO NO MINUTES, SENSOR WILL TURN LIGHTS OFF. USE OF MANUAL SWITCH WILL TURN LIGHTS TO 100% ON WHEN LIGHTS ARE OFF, AND WILL TURN THE LIGHTS OFF WHEN THEY'RE ON. LIGHTS WILL BE CONTROLLED BY MANUAL ON/OFF SWITCH WITH MANUAL DIMMING CONTROL. WHEN LIGHTS ARE OFF AND OCCUPANCY SENSOR DETECTS THAT SPACE IS OCCUPIED, IT WILL TURN LIGHTS ON UP TO 50% OUTPUT. WHEN SPACE IS DETECTED AS BEING UNOCCUPIED FOR 15 MINUTES, SENSOR SECURITY YES YES YES, 50% YES YES YES NO NO WILL TURN LIGHTS OFF. LIGHTS SHALL SHALL DIM AS LOW AS 15% SO AS TO ACHIEVE 15 FOOT CANDLES ON THE FLOOR. USE OF MANUAL SWITCH WILL TURN LIGHTS ON WHEN LIGHTS ARE OFF, AND WILL TURN THE LIGHTS OFF WHEN THEY'RE ON. LIGHTS WILL BE CONTROLLED BY A MANUAL ON/OFF SWITCH WITH A BUILT-IN OCCUPANCY SENSOR. WHEN SPACE IS DETECTED AS BEING UNOCCUPIED FOR 20 MINUTES, SENSOR WILL TURN LIGHTS OFF. STORAGE ROOM YES YES NO YES NO NO NO NO USE OF MANUAL SWITCH WILL TURN LIGHTS ON WHEN THEY'RE OFF, AND WILL TURN THE LIGHTS OFF WHEN THEY'RE ON. LIGHTS WILL BE CONTROLLED BY A MANUAL ON/OFF SWITCH WITH A BUILT-IN OCCUPANCY SENSOR. WHEN SPACE IS DETECTED AS BEING UNOCCUPIED FOR 20 MINUTES, SENSOR WILL TURN LIGHTS OFF. TELECOMM ROOM YES YES NO YES NO NO NO NO USE OF MANUAL SWITCH WILL TURN LIGHTS ON WHEN THEY'RE OFF, AND WILL TURN THE LIGHTS OFF WHEN THEY'RE ON. UPON LOSS OF NORMAL POWER ALL EMERGENCY FIXTURES WILL AUTOMATICALLY SWITCH TO EMERGENCY FIXTURES N/A N/A N/A N/A N/A NO NO NO BATTERY OPERATION AND TURN FULL ON. RETURNING TO OPERATE SAME AS NORMAL LIGHTING UPON RESPORATION OF NORMAL POWER LIGHTS SHALL BE CONTROLLED BY A COMBINATION OF A CENTRALIZED PHOTOCELL & A TIME CONTROL. PHOTOCELL SHALL TURN TRIGGER THE LIGHTS TO TURN OFF WHEN THERE IS ENOUGH BUS BAYS NO NO NO NO NO NO YES YES DAYLIGHT FOR NORMAL OPERATIONS. EXTERNAL TIME CONTROL WILL BE SET TO TURN OFF LIGHTS DURING THE PERIOD FROM 1 HOUR AFTER FACILITY CLOSES TO 1 HOUR BEFORE FACILITY OPENS. ELECTRICAL YARD CANOPY REMOVED LIGHTS SHALL BE CONTROLLED BY A CENTRALIZED PHOTOCELL; PHOTOCELL SHALL TURN LIGHTS OFF EXTERIOR OF BUILDINGS NO NO NO NO NO NO YES NO WHEN THERE IS ENOUGH DAYLIGHT FOR NORMAL OPERATIONS. LAYOVER/CHARGING BAYS REMOVED LIGHTS SHALL BE CONTROLLED BY A COMBINATION OF A CENTRALIZED PHOTOCELL & A TIME CONTROL. PHOTOCELL SHALL TURN LIGHTS OFF WHEN THERE IS ENOUGH DAYLIGHT FOR NORMAL SITE LIGHTING NO NO NO NO NO NO YES YES OPERATIONS. 1 06/13/2025 JS LS DT ADDENDUM #1 0 12/10/2024 JS MM DT ISSUED FOR BID No. I DATE I DSN I CHK I APP I REVISION DESIGNED BY: J. SAXER DRAWN BY: E. HAJAS CHECKED BY: L. GLASER APPROVED BY: D. TAFTFARREN AFT F Paco s. 57079 R`GIST BY- w� �sSI�NAL V, SUBMITTED BY: 6113125 R. PARGAS STmRIDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH Q w U)� W J J z " SOUNDTRANSIT DATE: 12/10/2024 SCALE: NTS FILENAME: S 1-BT120-E-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 ELECTRICAL LIGHTING CONTROL MATRIX SOUTH RENTON TRANSIT CENTER R-4332506 DEVELOPMENT ENGINEERING msippo 11 /25/2025 Ul DRAWING NO.: BT120-ELS102 FACILITY ID: BT120 SHEET No: REV: 584 1 6 0 W 0 N O N Z U 0 N H m U w C� I H L7 Z Q H 0 d I D m 0 I 0 co 00 LO Q co co >>I M U) L N O �p N cy) ti N � GENERAL NOTES COMMUNICATIONS SYMBOLS COMMUNICATIONS LABELS DESCRIPTION: SYMBOLS: 1. SEE COMMUNICATIONS NETWORK PLAN DWG BT120-JCP201 THROUGH BT120-JCP205 FOR NETWORK COMMUNICATIONS WORK OUTSIDE THE COMMUNICATIONS CONDUIT PLATFORM + STUB -UP - COMMUNICATIONS CONDUIT EQUIPMENT LABEL: BTXXXD-DEVYYY 2. SEE ELECTRICAL PLAN DWG BT120-EPP211 THROUGH BT120-EPP215 FOR DESIGN OF CONDUITS AND BOXES SHOWN GREYED BACK. (SCR) SMART CARD READER SCR / WAYSIDE VALIDATOR T INDICATES PROJECT ID 3. CONDUIT INSTALLATIONS SHALL COMPLY WITH NEC OR O O CCTV CAMERA INDICATES STATION NUMBER MANUFACTURER REQUIREMENTS, WHICHEVER IS STRICTER. INDICATES WESTBOUND OR EASTBOUND DIRECTION CANOPY VMS - KCM INDICATES EQUIPMENT TYPE 4. CONTRACTOR SHALL VERIFY DEPTH AND LOCATION OF ALL EXISTING INDICATES EQUIPMENT NUMBER UTILITIES PRIOR TO THE START OF THE WORK SHOWN IN THE SYSTEM DRAWINGS. CANOPY VMS - STRIDE 5. COORDINATE CONDUIT ROUTING WITH STRUCTURAL FOUNDATIONS. COMMUNICATIONS CABINET - STRIDE 6. ALL CONDUIT INSTALLATIONS SHALL HAVE SPARE PULL STRINGS. SECURE PULL STRINGS TO JUNCTION BOX LID OR STRUCTURE COMMUNICATIONS CABINET -KCM 7. SEE DWG BT120-GZN001 THRU BT120-GZN007 FOR GENERAL SYMBOLS AND LEGEND. JUNCTION BOX WITH DECORATIVE COVER 8. THE COMMUNICATIONS CONDUIT INFRASTRUCTURE IS COMPRISED OF CONDUIT LABEL: BTXXXD-SC-YYY TWO DISTINCT AND PHYSICALLY SEPARATE SYSTEMS: ONE DESIGNATED FOR KING COUNTY METRO (KCM) AND THE OTHER FOR ® PUSH BUTTON AUDIO (PBA) INDICATES PROJECT ID SOUND TRANSIT (ST). PROVIDE LABEL WITH THE RESPECTIVE OWNER'S 0 TVM CABINET INDICATES STATION NUMBER IDENTIFICATION (ST OR KCM) IN ADDITION TO THE DISCIPLINE MARKER INDICATES WESTBOUND OR EASTBOUND DIRECTION (COMM) TO ALL JUNCTION BOX LIDS. FOR DETAILED INFORMATION INDICATES SYSTEM CONDUIT REGARDING THE SPECIFIC CONDUIT AND BOX ASSIGNMENTS, SEE CUSTOMER EMERGENCY STATION (CES) INDICATES CONDUIT NUMBER DWGS BT120-JCP206 TO BT120-JCP212. 9. IN THE EVENT OF A CONFLICT IN THE DOCUMENTS LISTED, THE ORDER OF PRECEDENCE, WILL BE AS SET FORTH BELOW. IN CASE OF AN AMBIGUITY OR INCONSISTENCY BETWEEN ANY OF THE DOCUMENTS, THE HIGHER LISTED DOCUMENT SHALL TAKE PRECEDENCE OVER THE LOWER LISTED DOCUMENT: 1) CONTRACT DRAWINGS 2) TECHNICAL SPECIFICATIONS (DIVISIONS 02-34) 3) 2018 SOUND TRANSIT STANDARD SPECIFICATIONS, AMENDMENT 8 4) WSDOT PROJECT SPECIFIC SPECIAL PROVISIONS (PSSP) 5) WSDOT GENERAL SPECIAL PROVISIONS ABBREVIATIONS CAM CAMERA CAT6 CATEGORY 6 CC CANOPY COLUMN CES CUSTOMER EMERGENCY STATION EPC EMBEDDED PERSONAL COMPUTER KCM KING COUNTY METRO PBA PUSH BUTTON AUDIO PIMS PASSENGER INFORMATION MANAGEMENT SYSTEM RTIS REAL TIME INFORMATION SIGNS Sc SYSTEM CONDUIT ST SOUND TRANSIT R-4332507 FDEVELOPIMENT ENGINEERING o 11 /25/2025 DESIGNED BY: J.MARGOLIS SCAL��,IP NTSE. STRIDE BUS RAPID TRANSIT DRAWING NO.: 4 WASH ��,°v �Ly�� �� z �� 04ARCADIS BRT General Engineering Consultant � Q w z w J U J " SOUTH RENTON TRANSIT CENTER BT105 BT120-JCN203 DRAWN BY: W.TURNER FILENAME: S1-BT120-J-CAN-v2020 FACILITY ID: BT120 CHECKED BY: CONTRACT No.: J.DONG o �G320121 , SSIpNAL�1 SOUNDTRANSIT RTA/CN 0205-24 SYSTEMS COMMUNICATIONS NOTES SHEET No: REV: 12/10/2024 ISSUED FORBID APPROVED BY: SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: 0 JM JD PPL I P.LAVALLEE 01/25/2024 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 585 0 No. DATE DSN CHK APP REVISION N co co O W 0 N O N z U 0 N m I U LU C� I z ~I 0 a Q c/)I D 00 OI O 00 LO d co 0 p QI 0 Cn O CD o (.0 N � O m 90 LIGHT Pnl F 1 OBT120-CAM-100 10 2"C-BT120-SC-10 1 2"C-BT120-SC-14 1 2"C-BT120-SC-15 2"C-BT120-SC-108 19'-011 24'-011 10) BT120-HH-103 1 2"C-BT120-SC-105 I I A 1 3"C-BT120-SC-104 BT120-JCX210 1 2"C-BT120-SC-220 M ti ' O N 20BT120-DC-01 10 BT120-HH-101 —(::l) 2"C-BT120-SC-103 1 2"C-BT1 20-SC-1 54 10 ' BT120-HH-102 3 BT120-SCR-01 - (NIC) 12'-011 2'-811 77 CONDUIT AND WIRING SCHEDULE CONDUIT TAG EQUIPMENT CONDUIT SIZE WIRE TYPE REMARK FROM TO BT120-SC-10 BT120-HH-03 BT120-HH-102 2" PVC 1-12SMFO ST BT120-SC-11 BT120-HH-03 BT120-HH-102 2" PVC ST BT120-SC-12 BT120-HH-04 BT120-HH-102 2" PVC 4-CAT6 ST BT120-SC-13 BT120-HH-04 BT120-HH-102 2" PVC ST BT120-SC-14 BT120-HH-103 BT120-HH-09 BT120-HH-09 BT120-HH-102 2" PVC 2" PVC 1-CAT6 1-12SMFO 4-CAT6 ST BT120-SC-15 BT120-HH-103 BT120-DC-01 ST BT120-SC-103 2" ST BT120-SC-104 BT120-DC-01 BT120-HH-101 3" PVC ST BT120-SC-105 BT120-DC-01 BT120-HH-103 2" VC 2 7-CAT6 ST BT120-SC-106 BT120-HH-103 LIGHT POLE 10 2" PVC 1-CAT6 ST BT120-SC-108 BT120-HH-103 BT120-CC-02 2" PVC 4-CAT6 ST BT120-SC-109 BT120-HH-101 BT120-SCR-01 1" 2 ST BT120-SC-110 BT120-HH-101 BT120-HH-104 3" PVC 5-CAT6 ST BT120-SC-111 BT120-HH-104 BT120-TVM-01 1" VC ST BT120-SC-112 BT120-HH-104 BT120-HH-202 2" PVC 2-CAT6 ST BT120-SC-113 BT120-HH-104 BT120-SCR-02 1" PVC ST BT120-SC-114 BT120-HH-104 BT120-PBA-01 1" PVC 1-CAT6 ST BT120-SC-115 BT120-HH-104 BT120-VMS-03 2" PVC 2-CAT6 ST BT120-SC-154 BT120-DC-01 BT120-HH-102 2" PVC 4-CAT6 ST BT120-SC-220 BT120-SC-221 BT120-DC-01 BT120-HH-104 BT120-HH-101 BT120-HH-101 2" PVC 2" PVC ST ST 2 06/27/2025 JM SW MC ADDENDUM #2 1 06/13/2025 JM SW MC ADDENDUM #1 0 12/10/2024 JM SW MC ISSUED FORBID No. DATE DSN CHK APP REVISION DESIGNED BY: J.MARGOLIS DRAWN BY: W.TURNER CHECKED BY: S.WHITE APPROVED BY: M.COX MATCHLINE: SEE DWG BT120-JCP201 24'-011 A BT120-JCE209 A BT120-JCX210 C 13T120-JCX210 i 4 BT120-CC-02— 4 BT120-CC-03 ----------------------- 24' - 0" SAY 1 D BT120-JCX210 -BT120-TVM-01 (NIC) 6 d� 2'-9" BT120-PBA-01 ;0 (NIC) BT120-SCR-02 j) (NIC) BT120-VMS-03 O (NIC) 1 "C-BT120-SC-109 10 A 2"C-BT1 20-SC-1 15 BT120-JCE210 2"C-BT1 20-SC-1 3 /1 MATCHLINE: L 1 "C-BT120-SC-111 U 2"C-BT120-SC-12 1 SEE DWG BT120-JCP201 2"C-BT1 20-SC-1 12 O 2"C-BT1 20-SC-1 1 (:�)3"C-BT120-SC-110 O 2"C-BT120-SC-10 10 2"C-BT120-SC-221 O CONSTRUCTION NOTES: \ INSTALL ALL CONDUIT ABOVE FOUNDATION OF SHELTER, SEE STRUCTURAL PLAN SHEETS BT120-SFP212 TO BT120-SFP215 FOR DETAILS. MAINTAIN A 2" MINIMUM CLEARANCE ABOVE FOUNDATION. OINSTALL ST COMMUNICATIONS CABINET AND CABINET FOUNDATION. SEE DETAIL ON DWG BT120-JCD208. SEE DWG BT120-SGY403 FOR STRUCTURAL DETAILS. 3 , STUB UP CONDUIT. WAYSIDE VALIDATOR/SMART CARD READER POST INSTALLED BY OTHERS. SEE DETAIL ON DWG BT120-JCD206. �4� STUB UP CONDUIT INTO THE DESIGNATED CHANNEL ON THE COLUMN, WHICH VARIES DEPENDING ON THE CONDUIT ROUTING RELATIVE TO THE CANOPY'S LOWER OR HIGHER SIDE. ENSURE CONDUITS STUB UP AT CORRECT LOCATION AND SIDE. SEE DWG BT120- JCX210 TO BT120-JCX212 AND BT120-AED903 FOR MORE DETAILS. SEE BT120-JCE209 TO BT120-JCE216 FOR VERTICAL CONTINUATION. OSTUB UP CONDUIT INTO CABINET FOUNDATION. SEE DETAIL ON DWG BT120-JCD207. OSTUB UP CONDUIT. TVM INSTALLED BY OTHERS. SEE DETAIL ON DWG BT120-JCD206. 7 STUB UP CONDUIT. PYLON VMS INSTALLED BY OTHERS. SEE DETAIL ON DWG BT120- - JCD206. OSTUB UP CONDUIT INTO PBA POLE. PBA INSTALLED BY OTHERS. SEE DETAIL ON DWG BT120-JCD204. OSTUB UP CONDUIT INTO LIGHT POLE FOUNDATION. SEE DWG BT120-CLP201 FOR LIGHT POLE INSTALLATION. INSTALL CAMERAS AND ASSOCIATED CABLING, SEE DWG BT120- JCD202 FOR INSTALL DETAILS. INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04 WITH DECORATIVE LID. STUB UP CONDUIT TO JUNCTION BOX. DIMENSION ON PLAN IS TO THE CENTERLINE OF THE BOX. BOX WILL BE LOCATED CENTERED ON THE LID. SEE DETAIL ON DWG BT120-JCD207 FOR CONDUIT ROUTING DETAILS. OAARCADIS k _ SUBMITTED BY: 07/01 /2025 1 R. PARGAS 4STmRIDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH BT120-HH-104 10 1 "C-BT120-SC-113 10 1 "C-BT120-SC-114 10 SCALE: Q w mrr AS NOTED Q FILENAME: U) w � S1-BT120-J-CAN-v2020 Z J J U- SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 C D PLATFORM E F G H CORE FACILITY \NI ) KEY PLAN DEVELOPMENT ENGINEERING SCALE IN FEET _ o msippo 11 /25/2025 W?j R-4332508 STRIDE BUS RAPID TRANSIT DRAWING NO.: SOUTH RENTON TRANSIT CENTER BT120-JCP206 BT105 FACILITY ID: SYSTEMS BT120 SHEET No: REV: STRIDE BAY 1 COMMUNICATIONS PLAN 586 2 N co co W 0 N O N z Q U 0 N H m U LU UI z Q I 0 a C/)I D m 0 I 0 co 00 LO d co N 0 o QI Cn 0 o c00 N � N m 0 Ln 0 rAk**%, BT120-JCX212 1 2"C-BT1 20-SC-1 33 12'-0" BT120-HH-105 U12"C-BT120-SC-134 70 BT120-VMS-04 (NIC) 3 BT120-SCR-03 (NIC) n1 "C-BT120-SC-135 O1 "C-BT1 20-SC-1 36 2'-0„ CONDUIT AND WIRING SCHEDULE CONDUIT TAG EQUIPMENT CONDUIT SIZE WIRE TYPE REMARK FROM TO BT120-SC-28 BT120-SC-29 BT120-HH-07 BT120-HH-07 BT120-HH-106 BT120-HH-106 2" PVC 2" PVC 2-12SMFO ST ST BT120-SC-30 BT120-HH-08 BT120-HH-107 BT120-HH-108 2" PVC 2" PVC 2-12SMFO KCM BT120-SC-31 BT120-HH-08 KCM BT120-SC-120 BT120-SC-121 BT120-DC-03 BT120-HH-108 BT120-HH-108 BT120-HH-109 2" PVC 2" PVC 3-CAT6 1-12SMFO KCM KCM BT120-SC-122 BT120-SC-123 BT120-HH-108 BT120-HH-108 BT120-PBA-03 1" PVC 2" PVC 2-CAT6 KCM KCM BT120-HH-206 BT120-SC-125 BT120-DC-02 BT120-HH-107 BT120-HH-106 2" PVC 3" PVC 9-CAT6 ST ST BT120-SC-126 BT120-DC-02 1-12SMFO BT120-SC-127 BT120-HH-106 BT120-HH-110 2" PVC 1-12SMFO ST BT120-SC-129 BT120-DC-02 BT120-SCR-04 1" PVC 1-CAT6 1-CAT6 ST BT120-SC-130 BT120-HH-107 BT120-TVM-02 1" PVC ST BT120-SC-131 BT120-SC-132 BT120-HH-107 BT120-HH-207 2" PVC 2" PVC 4-CAT6 ST ST BT120-HH-107 BT120-HH-105 5-CAT6 BT120-SC-133 BT120-SC-134 BT120-HH-105 BT120-HH-105 BT120-HH-204 BT120-VMS-04 2" PVC 2" PVC 2-CAT6 2-CAT6 ST ST BT120-SC-135 BT120-HH-105 BT120-SCR-03 1" PVC 1-CAT6 ST BT120-SC-136 BT120-HH-105 BT120-PBA-02 1" PVC 1-CAT6 ST BT120-SC-155 BT120-SC-200 BT120-DC-03 BT120-DC-03 BT120-HH-108 BT120-HH-120 1" PVC 2" PVC 1-12SMFO 2-CAT6 KCM KCM BT120-SC-201 BTR120-HH-120 BT120-HH-109 2" PVC 2-CAT6 KCM BT120-SC-222 BTR120-HH-105 BT120-HH-107 2" PVC 2" PVC 1-CAT6 ST ST BT120-SC-223 BTR120-DC-02 BT120-HH-107 2-CAT6 1 06/13/2025 JM SW MC ADDENDUM #1 0 12/10/2024 JM SW MC ISSUED FORBID No. DATE DSN CHK APP REVISION DESIGNED BY: J.MARGOLIS DRAWN BY: W.TURNER CHECKED BY: S.WHITE APPROVED BY: M.COX 24'-0" A BT120-JCE212 A BAY 2 13T120-JCX212 BT120-CC-05 4 - BT120-CC-06, 24'-0" 2"C-BT1 20-SC-1 23 !� 1 "C-BT120-SC-122 1 1 A BT120-JCX212 i 77 12. .E i` BT120-DC-03 12 BT120-HH-108 10 �BT120-HH-120 10 i BT1 0 CjR-04 3 5' - 11" I 1--7 1 - - 7' - 1 "C-BT120-SC-129 ' 1 = 4L- BT120-PBA-02 O (NIC) 2"C-BT120-SC-132� 10 2"C-BT120-SC-222 A BT120-JCE211 2"C-BT120-SC-131 1 BT120-TVM-02 (NIC) 6 1 "C-BT120-SC-130 ( 1 MATCHLINE: SEE DWG BT120-JCP201 BAY 8 ` 10 BT120-HH-106 OAARCADIS SUBMITTED BY: 06/10/2025 R. PARGAS 3'-3" [::::2"C-BT120-SC-121 1 2"C-BT120-SC-201 1 0 0 N 0- w Z o J r 2 H t� m Q � W W U) —----------------------------- 2"C-BT120-SC-120 ----1 "C-BT1 20-SC-1 55 O 2"C-BT120-SC-200 10 BT120-DC-02 O 4STmRIDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH �BT120-HH-107 10 2"C-BT120-SC-127 1 2"C-BT120-SC-31 O 2"C-BT120-SC-30 O 2"C-BT120-SC-125 O 2"C-BT120-SC-223 O 3"C-BT120-SC-126 1 2"C-BT120-SC-28 0 2"C-BT120-SC-29 O CONSTRUCTION NOTES: 1 i INSTALL ALL CONDUIT ABOVE FOUNDATION OF SHELTER, SEE STRUCTURAL PLAN DWG BT120-SFP212 TO BT120-SFP215 FOR DETAILS. MAINTAIN A 2" MINIMUM CLEARANCE ABOVE FOUNDATION. 2 INSTALL ST COMMUNICATIONS CABINET AND CABINET FOUNDATION. SEE DETAIL ON DWG BT120-JCD208. SEE DWG BT120-SGY403 FOR STRUCTURAL DETAILS. (3 STUB UP CONDUIT. WAYSIDE VALIDATOR/SMART CARD READER POST INSTALLED BY OTHERS. SEE DETAIL ON DWG BT120-JCD206. 40 STUB UP CONDUIT INTO THE DESIGNATED CHANNEL ON THE COLUMN, WHICH VARIES DEPENDING ON THE CONDUIT ROUTING RELATIVE TO THE CANOPY'S LOWER OR HIGHER SIDE. ENSURE CONDUITS STUB UP AT CORRECT LOCATION AND SIDE. SEE DWG BT120- JCX210 TO BT120-JCX212 AND BT120-AED903 FOR MORE DETAILS. SEE BT120-JCE209 TO BT120-JCE216 FOR VERTICAL CONTINUATION. OSTUB UP CONDUIT INTO CABINET FOUNDATION. SEE DETAIL ON DWG BT120-JCD207. 6 STUB UP CONDUIT. TVM INSTALLED BY OTHERS. SEE DETAIL ON DWG BT120-JCD206. 7 STUB UP CONDUIT. PYLON VMS INSTALLED BY OTHERS. SEE DETAIL ON DWG BT120- JCD206. 8 STUB UP CONDUIT INTO PBA POLE. PBA INSTALLED BY OTHERS. SEE DETAIL ON DWG BT120-JCD204. 1100; INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04 WITH DECORATIVE LID. STUB UP CONDUIT TO JUNCTION BOX. DIMENSION ON PLAN IS TO THE CENTERLINE OF THE BOX. BOX WILL BE LOCATED CENTERED ON THE LID. SEE DETAIL ON DWG BT120-JCD207 FOR CONDUIT ROUTING DETAILS. 12 INSTALL KCM COMMUNICATIONS CABINET AND CABINET FOUNDATION. SEE DETAIL ON DWG BT120-JCD208.SEE DWG BT120-SGY403 FOR STRUCTURAL DETAILS. SCALE: Q w As indicated Q FILENAME: Cn w C/) S1-BT120-J-CAN-v2020 Z J J U- SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 L C D PLATFORM E F G H CORE 1 8 4 0 8 16 FACILITY GEN KEY PLAN SCALE IN FEET DEVELOPMENT ENGINEERING msippo 11 /25/2025%Jj R-4332509 STRIDE BUS RAPID TRANSIT DRAWING NO.: SOUTH RENTON TRANSIT CENTER BT120-JCP207 BT105 FACILITY ID: SYSTEMS BT120 SHEET No: REV: STRIDE BAY 2 AND 8 COMMUNICATIONS PLAN 587 1 co co O W 0 N 0 N z Q U 0 N_ H m U LU c� I z Q ry H I 0 d Q C/)I D m of 0 co 00 LO a o � QI 0 o coo L6 c') N � oN m 2. .E 10 1 "C-BT120-SC-204 10 2"C-BT120-SC-137 10 2"C-BT120-SC-121 10 2"C-BT120-SC-201 1.8 24' - 0" I A BT120-JCX211 T120-CC-08 4 1 ) 1.E = Z o \ � � J N —� -- 0 13'-6" w -I w-------------,— ------------ 1F 10 T12 H-10 1 2"C-BT120-SC-127 K 1 2"C-BT120-SC-202 _1 2"C-BT120-SC-138 24'-0" BT120-JCE213 BAY 7 A CONDUIT AND WIRING SCHEDULE CONDUIT TAG EQUIPMENT CONDUIT SIZE WIRE TYPE REMARK FROM TO BT120-SC-36 BT120-HH-113 BT120-HH-11 2" PVC 1-CAT6 ST BT120-SC-37 BT120-HH-113 BT120-HH-11 2" PVC 1-CAT6 ST BT120-SC-121 BT120-HH-109 BT120-HH-108 2" PVC 1-12SMFO KCM BT120-SC-127 BT120-HH-106 BT120-HH-110 2" PVC 1-12SMFO ST BT120-SC-137 BT120-HH-109 BT120-HH-216 2" PVC 2-CAT6 KCM BT120-SC-138 BT120-HH-109 BT120-HH-121 2" PVC 1-12SMFO KCM BT120-SC-139 BT120-HH-111 BT120-HH-211 2" PVC 2-CAT6 KCM BT120-SC-140 BT120-HH-111 BT120-PBA-06 1" PVC KCM BT120-SC-141 BT120-HH-111 BT120-DC-04 2" PVC 2-CAT6 KCM BT120-SC-142 BT120-SC-143 BT120-HH-113 BT120-HH-111 BT120-CES-01 BT120-HH-114 1" PVC 2" PVC 1-CAT6 ST KCM BT120-SC-144 BT120-HH-110 BT120-HH-213 2" PVC 2-CAT6 ST BT120-SC-145 BT120-HH-110 BT120-DC-05 2" PVC 5-CAT6 ST BT120-SC-146 BT120-HH-110 LIGHT POLE 26 2" PVC 2-CAT6 ST BT120-SC-147 BT120-HH-110 LIGHT POLE 27 2" PVC 2-CAT6 ST BT120-SC-148 BT120-DC-05 BT120-HH-220 2" PVC 2-CAT6 ST BT120-SC-149 BT120-DC-04 BT120-HH-112 2" PVC 4-CAT6 KCM BT120-SC-150 BT120-HH-112 BT120-HH-209 2" PVC 4-CAT6 KCM BT120-SC-151 BT120-HH-112 BT120-PBA-05 1" PVC KCM BT120-SC-152 BT120-DC-05 BT120-HH-113 2" PVC 1-CAT6 ST BT120-SC-153 BT120-DC-05 BT120-HH-113 2" PVC 1-CAT6 ST BT120-SC-156 BT120-HH-121 BT120-DC-04 2" PVC 1-12SMFO KCM BT120-SC-157 BT120-HH-110 BT120-DC-05 2" PVC 1-12SMFO ST BT120-SC-201 BT-120-HH-120 BT120-HH-109 2" PVC 2-CAT6 KCM BT120-SC-202 BT120-HH-109 BT120-HH-121 2" PVC KCM BT120-SC-203 BT120-HH-121 BT120-DC-04 2" PVC KCM BT120-SC-204 BT120-HH-109 BT120-PBA-04 1" PVC KCM 24' - 0" A A BT120-JCX211 17 24' - 0" BT120-CC-12 2"C-BT120-SC-144 1 1.1 24'-0" MATCHLINE: SEE DWG BT120-JCP202 24' - 0" rCk***6' BT120-JCX211 2"C-BT120-SC-203 C� �1.15,' 24' - 0" 2"C-BT120-SC-156 C 2"C-BT120-SC-141 C rDk*%, 13T120-JCX211 �1 "C-BT120-SC-151 1 2"C-BT120-SC-148 2"C-BT120-SC-149 ( 1 10 ! BT120-HH-112 2"C-BT120-SC-36 1 2"C-BT120-SC-37 1 �i BT120-H H-113 10 2"C-BT120-SC-153 10 2"C-BT120-SC-152 10 I 1 "C-BT120-SC-142 10 BT120-DC-04 12 2"C-BT120-SC-150 1 BT120-CC-15 BT120-CC-13t47 �— BT120-CC-14 4 ' - 5 ------------ ---- ------- :71 r�rt-v --T /4 12' - 0" T120-JCE214 1 "C-BT120-SC-140 1 BAY 6 2"C-BT120-SC-139 1 * BT120-HH-121 CONSTRUCTION NOTES: 10 BT120-HH-110 10 INSTALL ALL CONDUIT ABOVE FOUNDATION OF SHELTER, SEE STRUCTURAL PLAN DWG BT120-SFP212 TO BT120-SFP215 FOR DETAILS. MAINTAIN A 2" MINIMUM CLEARANCE ABOVE FOUNDATION. OINSTALL ST COMMUNICATIONS CABINET AND CABINET FOUNDATION. SEE DETAIL ON DWG BT120-JCD208. SEE DWG BT120-SGY403 FOR STRUCTURAL DETAILS. OSTUB UP CONDUIT INTO THE DESIGNATED CHANNEL ON THE COLUMN, WHICH VARIES DEPENDING ON THE CONDUIT ROUTING RELATIVE TO THE CANOPY'S LOWER OR HIGHER SIDE. ENSURE CONDUITS STUB UP AT CORRECT LOCATION AND SIDE. SEE DWG BT120- JCX210 TO BT120-JCX212 AND BT120-AED903 FOR MORE DETAILS. SEE DWG BT120-JCE209 TO BT120-JCE216 FOR VERTICAL CONTINUATION. OSTUB UP CONDUIT INTO CABINET FOUNDATION. SEE DETAIL ON DWG BT120-JCD207. CINSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04 10 WITH DECORATIVE LID. STUB UP CONDUIT TO JUNCTION BOX. DIMENSION ON PLAN IS TO THE CENTERLINE OF THE BOX. BOX WILL BE LOCATED CENTERED ON THE LID. SEE DETAIL ON DWG BT120-JCD207 FOR CONDUIT ROUTING DETAILS. INSTALL KCM COMMUNICATIONS CABINET AND CABINET FOUNDATION. SEE DETAIL ON DWG BT120-JCD208. SEE DWG BT120-SGY403 FOR STRUCTURAL DETAILS. PLATFORM D BT120-DC-05 20 2"C-BT120-SC-143 10 BT120-HH-111 10 2"C-BT120-SC-145 10 2"C-BT120-SC-157 10 -2"C-BT120-SC-146 10 2"C-BT120-SC-147 10 CORE U 8 4 0 8 16 FACILITY GEN KEY PLAN DEVELOPMENT ENGINEERING SCALE IN FEET msippo 11 /25/2025 , ji R-4332510 DESIGNED BY: SCALE: DRAWING NO.: J.MARGOLIS 'N CO < w As indicated STRIDE BUS RAPID TRANSIT DRAWN BY: ���� F WAs��¢ U FILENAME: SOUTH RENTON TRANSIT CENTER BT120-JCP208 W.TURNER � �� o 04ARCADISwco S1-BT120-J-CAN-v2020 BT105 FACILITY ID: 2 06/27/2025 JM SW MC ADDENDUM #2 CHECKED BY: BRT General Engineering Consultant J " S UNDTRANSIT CONTRACT No.: BT120 1 06/13/2025 JM SW MC ADDENDUM #1 S.WHITE �o'�� �cisTY' D RTA/CN 0205-24 SYSTEMS SHEET No: REV: 0 12/10/2024 JM SW MC ISSUED FOR BID APPROVED BY: SSIONAL� 588 2 SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: KCM BAYS 3, 6, AND 7 COMMUNICATIONS PLAN 1 1 No. DATE DSN CHK APP REVISION M.COX 07/01/2025 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/20241 N co co 0 N O N Z U 0 N H m V) U LU C� I H V) Z Q ry H I 0 a Q ry C/)I D 00 of 0 �00 d M M 0 N N � CD o (.0 N 75; N m o 0 N a LU Z_ o J CV 2 H U 100 Q Cr) �0 W OBT120-CAM-114 16' - 8" O OLIGHT POLE 24 (79" BT120-CAM-113 BAY 4 1 "C-BT120-SC-142 i 18 ' BT120-CES-01 Lmir ginc) 1' 2' - — - - - o BT120-HH-114 10 10 2"C-BT120-SC-14 10 2"C-BT120-SC-14, 1 06/13/2025 JM SW MC ADDENDUM #1 0 12/10/2024 JM SW MC ISSUED FORBID No. DATE DSN CHK APP REVISION /0641' BT120-JCE215 ��Aj 10 2"C-BT120-SC-147 BAY 5 CONDUIT AND WIRING SCHEDULE CONDUIT TAG EQUIPMENT CONDUIT SIZE WIRE TYPE REMARK FROM TO BT120-SC-142 BT120-HH-113 BT120-CES-01 1" PVC 1-CAT6 ST BT120-SC-143 BT120-HH-111 BT120-HH-114 2" PVC KCM BT120-SC-146 BT120-HH-110 LIGHT POLE 24 2" PVC 2-CAT6 ST BT120-SC-147 BT120-HH-110 LIGHT POLE 25 2" PVC 2-CAT6 ST BT120-SC-195 BT120-HH-114 BT120-PBA-08 1" PVC KCM BT120-SC-196 BT120-HH-114 BT120-HH-115 2" PVC KCM DESIGNED BY: J.MARGOLIS DRAWN BY: W.TURNER CHECKED BY: S.WHITE APPROVED BY: M.COX 04ARCADIS SUBMITTED BY: 06/10/2025 R. PA GAS '.5 O 0 0 Q w 4bfTJ?IDE _Cn C/) W J BRT General Engineering Consultant z LL DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH CONSTRUCTION NOTES: 1 INSTALL ALL CONDUIT ABOVE FOUNDATION OF SHELTER, SEE STRUCTURAL PLAN DWG BT120-SFP212 TO BT120-SFP215 FOR DETAILS. MAINTAIN A 2" MINIMUM CLEARANCE ABOVE FOUNDATION. STUB UP CONDUIT INTO LIGHT POLE. SEE DWG BT120-CLP202 FOR LIGHT POLE OINSTALLATION. INSTALL CAMERAS AND ASSOCIATED CABLING, SEE DWG BT120-JCD209 FOR INSTALL DETAILS. INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04 WITH DECORATIVE LID. STUB UP CONDUIT TO JUNCTION BOX. 10 DIMENSION ON PLAN IS TO THE CENTERLINE OF THE BOX. BOX WILL BE - LOCATED CENTERED ON THE LID. SEE DETAIL ON DWG BT120-JCD207 FOR CONDUIT ROUTING DETAILS. STUB UP CONDUIT INTO CES. SEE DWG BT120-JCD204 FOR DEVICE DETAILS. SEE SHEET 18 BT120-SGY403 FOR FOUNDATION INFO. INSTALL CES WITH EMERGENCY BUTTON FACING NORTH. SCALE: M;rmr=,, As indicated FILENAME: S 1-BT120-J-CAN-v2020 SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 PLATFORM 0 8 16 SCALE IN FEET I R-4332511 STRIDE BUS RAPID TRANSIT DRAWING NO.: SOUTH RENTON TRANSIT CENTER BT120-JCP209 BT105 FACILITY ID: SYSTEMS BT120 SHEET No: REV: KCM RAPID RIDE COMMUNICATIONS PLAN BAY 4 AND 5 589 1 E F G H CORE FACILITY t N co co O W 0 N 0 N z Q U 0 N H m U LU C� I H Z Q ry H I 0 a Q ry C/)I m 0 I 0 co 00 d M �o I N Q N CD o (C) (-4 NN m "I IJ / I V-U I II VV CONSTRUCTION NOTES: (13) INSTALL ALL CONDUIT INSIDE SHELTER STRUCTURE. COORDINATE EXACT ROUTING WITH ELECTRICAL AND LIGHTING. SECURE WITH CLAMP EVERY 10' AND WITHIN 3' OF JUNCTION A B C rDk*1k BOXES. SEE DWG BT120-JCD210 FOR CONDUIT CLAMPING AND PENETRATION DETAILS. BT120-JCX210 BT120-JCX210 BT120-JCX210 BT120-JCX210 14 ; INSTALL VMS INSTALLER FOR IBRACKET AND TE NCLOSING OURE AND DISPLAR ST CANOPY IY UNIS. OON DIAL AT ONATE INHSEE DETAIL 1 ON DWG BT120-JCD205 FOR DETAILED BREAKDOWN. CONDUIT AND WIRING SCHEDULE CONDUIT TAG EQUIPMENT CONDUIT SIZE WIRE TYPE REMARK FROM TO BT120-SC-160 BT120-HH-200 BT120-HH-201 1.5" EMT 4-CAT6 ST BT120-SC-161 BT120-HH-201 BT120-CAM-101 1" EMT 1-CAT6 ST BT120-SC-162 BT120-HH-201 BT120-VMS-01 AND BT120-VMS-02 1" EMT 2-CAT6 ST BT120-SC-163 BT120-HH-201 BT120-CAM-102 1" EMT 1-CAT6 ST BT120-SC-164 BT120-SC-165 BT120-HH-202 BT120-HH-203 BT120-HH-203 BT120-CAM-104 1" EMT 1" EMT 2-CAT6 ST 1-CAT6 1-CAT6 ST ST BT120-SC-166 BT120-HH-203 BT120-CAM-103 1" EMT 16 INSTALL CANOPY CAMERA AND ALL ASSOCATED CABLING. SEE DETAIL ON DWG BT120- JCD205 FOR MOUNTING DETAILS. SEE SHEET BT120-JCD211 FOR CAMERA INSTALLATION SCHEDULE AND CONFIGURATION INFORMATION. CONFIGURE ALL CAMERAS AS SPECIFIED IN THE CAMERA INSTALLATION SCHEDULE ON DWG BT1 20-JCD21 1, ADHERING TO THE INDIVIDUAL SETTINGS FOR FOCAL LENGTH, ORIENTATION, AND OTHER PARAMETERS. CONTRACTOR SHALL ENSURE PROPER MOUNTING, WIRING, AND NETWORK INTEGRATION OF EACH CAMERA IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND PROJECT SPECIFICATIONS. 17 INSTALL 5"x5" EMT CONDUIT JUNCTION BOX ATTACHED TO CANOPY STRUCTURE. SEE DETAIL 2 ON DWG JCD-210 FOR DETAILS. C D PLATFORM E F G H CORE FACILITY \NI ) KEY PLAN 8 4 0 8 16 SCALE IN FEET DEVELOPMENT ENGINEERING msippo 11 /25/2025 01 R-4332512 DESIGNED BY: SCALE: DRAWING NO.: J.MARGOLIS �=0 w As indicated STRIDE BUS RAPID TRANSIT DRAWN BY: ��� F WASP Q U FILENAME: SOUTH RENTON TRANSIT CENTER BT120-JCP210 W.TURNER � � �� 04ARCADIS w J S1-BT120-J-CAN-v2020 BT105 FACILITY ID: '�C CHECKED BY: 2 BRT General Engineering Consultant z " SOUNDTRANSIT CONTRACT No.: SYSTEMS BT120 1 06/13/2025 JM SW MC ADDENDUM #1 S.WHITE �'o �'GISTER� ��' RTA/CN 0205-24 SHEET No: REV: 0 12/10/2024 JM SW MC ISSUED FOR BID APPROVED BY: Sloval �� SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: STRIDE BAY 1 SHELTER COMMUNICATIONS RCP 590 1 No. DATE DSN CHK APP REVISION M.COX 06/10/2025 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 N co co W 0 N 0 N z U 0 N m U LU �I H z Q ry H I 0 a ry C/)I D 00 I 0 0 00 LO d M �o o QI Cn 0 � 0 co 0 o m N � o m 1 06/13/2025 JM SW MC ADDENDUM #1 0 12/10/2024 JM SW MC ISSUED FORBID No. DATE DSN CHK APP REVISION CONSTRUCTION NOTES: �3 INSTALL ALL CONDUIT INSIDE SHELTER STRUCTURE. COORDINATE EXACT ROUTING WITH ELECTRICAL AND LIGHTING. SECURE WITH CLAMP EVERY 10' AND WITHIN 3' OF JUNCTION BOXES. SEE DWG BT120-JCD210 FOR CONDUIT CLAMPING AND PENETRATION DETAILS. INSTALL CONDUIT AND CABLING FOR ST CANOPY VMS. COORDINATE WITH VMS 1.5 1.6 1.7 i 14 INSTALLER FOR BRACKET ENCLOSURE AND DISPLAY UNIT INSTALLATION. SEE DETAIL 1 T ON DWG BT120-JCD205 FOR DETAILED BREAKDOWN. C' 15 INSTALL CONDUIT AND CABLING FOR KCM CANOPY VMS. KCM DISPLAY MOUNT IS AB O APROCURED BY KCM AND PROVIDED TO CONTRACTOR FOR INSTALLATION. DISPLAY UNITS 13 1"C-BT120-SC-172 BT120-JCX212 BT120-JCX212 BT120-JCX212 ARE PROCURED AND INSTALLED BY KCM. SEE DETAIL 2 ON DWG BT120-JCD205 FOR BT120-VMS-05 15 DETAILED BREAKDOWN. 16 BT1 20-CAM-1 05 15 BT12(NVC))S-06 (NIC) 16 INSTALL CANOPY CAMERA AND ALL ASSOCATED CABLING. SEE DETAIL ON SHEET BT120- OJCD205 FOR MOUNTING DETAILS. SEE DWG BT120-JCD211 FOR CAMERA INSTALLATION SCHEDULE AND CONFIGURATION INFORMATION. 13 1"C-BT120-SC-171 CONFIGURE ALL CAMERAS AS SPECIFIED IN THE CAMERA INSTALLATION SCHEDULE ON 17 BT120-H H-205 ____� __ BT120-CAM-106]16 DWG BT1 20-JCD21 1, ADHERING TO THE INDIVIDUAL SETTINGS FOR FOCAL LENGTH, ORIENTATION, AND OTHER PARAMETERS. CONTRACTOR SHALL ENSURE PROPER ------- 1"C-BT120-SC-173 13 MOUNTING, WIRING, AND NETWORK INTEGRATION OF EACH CAMERA IN ACCORDANCE ; 1"C-BT120-SC-170 O WITH MANUFACTURER'S INSTRUCTIONS AND PROJECT SPECIFICATIONS. C13 ao BT120-HH-204 BT120-HH-206 17 17 ti 17 INSTALL 5"x5" EMT CONDUIT JUNCTION BOX ATTACHED TO CANOPY STRUCTURE. SEE BT120- DETAIL 2 ON DWG BT120-JCD-210 FOR DETAILS. CC-05 - rn 17 0-H 7 13 1 "C-BT120-SC-174 1 T 1 16 BT120-CAM-108 13 1 "C-BT120-SC-175 1 C BT120-CAM-107 16 14 BT120-VMS-08 (NIC) 1.D 14 BT120-VMS-07 —7---- 1 "C-BT120-SC-177 13 (NIC) 1 "C-BT120-SC-176 *13) B 1 121,. 1-H11-208 17 1.E 2.b CONDUIT AND WIRING SCHEDULE CONDUIT TAG EQUIPMENT CONDUIT SIZE WIRE TYPE REMARK FROM TO BT120-SC-170 BT120-HH-204 BT120-HH-205 1" EMT 2-CAT6 1-CAT6 ST ST BT120-SC-171 BT120-HH-205 BT120-CAM-105 1" EMT BT120-SC-172 BT120-SC-173 BT120-HH-205 BT120-HH-206 BT1 20-CAM-1 06 BT120-VMS-05 AND BT120-VMS-06 BT120-HH-208 1" EMT 1" EMT 1-CAT6 2-CAT6 ST KCM BT120-SC-174 BT120-HH-207 1" EMT 4-CAT6 ST BT120-SC-175 BT120-HH-208 BT1 20-CAM-1 08 1" EMT 1-CAT6 ST BT120-SC-176 BT120-HH-208 BT120-VMS-07 AND BT120-VMS-08 1" EMT 2-CAT6 ST BT120-SC-177 BT120-HH-208 BT120-CAM-107 1" EMT 1-CAT6 ST DESIGNED BY: J.MARGOLIS DRAWN BY: W.TURNER CHECKED BY: S.WHITE APPROVED BY: M.COX OAARCADIS SUBMITTED BY: 06/10/2025 R. PA GAS 4STm)?IDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH Q w U) � W J Z J SOUNDTRANSIT DATE: 12/10/2024 SCALE: As indicated FILENAME: S 1-BT120-J-CAN-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 12/10/2024 L C D PLATFORM E F G H CORE FACILITY t 0 8 16 SCALE IN FEET R-4332513 npA\Aiirnir; Mn STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 SYSTEMS KCM RAPID RIDE BAY 2 AND STRIDE BAY 8 BT120-JCP211 FACILITY ID: BT120 SHEET No: REV: 591 1 N C'7 O 0 LU 0 N O N z Q U 0 N H m U LU C� I z Q ry I 0 d ry C/)I D 00 of 0 00 LO a o 0 I Q o � O CD o (.00 N � NN m L13 �1.8 n19 1.10 1.11 n1l � , 1.14 BT120-HH-210 17 n1l CONDUIT AND WIRING SCHEDULE CONDUIT TAG EQUIPMENT CONDUIT SIZE WIRE TYPE REMARK FROM TO BT120-SC-180 BT120-HH-209 BT120-HH-210 1.5" EMT 4-CAT6 KCM BT120-SC-181 BT120-HH-210 BT120-VMS-15 AND BT120-VMS-16 1" EMT 2-CAT6 KCM BT120-SC-182 BT120-HH-210 BT120-VMS-11 AND BT120-VMS-12 1" EMT 2-CAT6 KCM BT120-SC-183 BT120-HH-220 BT120-HH-218 1" EMT 2-CAT6 ST BT120-SC-184 BT120-HH-218 BT120-HH-219 1" EMT 2-CAT6 ST BT120-SC-185 BT120-HH-219 BT120-CAM-110 1" EMT 1-CAT6 ST 20- - 6 B -HH- 12 -1 MT 1- ST BT120-SC-187 BT120-HH-211 BT VMS AND BT120-VMS-14 1" EMT 2-CAT6 KCM BT120-SC-189 BT120-HH-213 BT120-HH-214 1" EMT 2-CAT6 ST - - -2 - 2 " -C BT120-SC-191 BT120-HH-214 BT120-HH-215 BT120-CAM-111 1" EMT 1-CAT6 ST ST BT120-SC-192 BT120-HH-215 1" EMT 1-CAT6 BT120-SC-193 BT120-HH-216 BT120-HH-217 1" EMT 2-CAT6 KCM BT120-SC-194 BT120-HH-217 BT120-VMS-09 AND BT120-VMS-10 1" EMT 2-CAT6 KCM CONSTRUCTION NOTES: 13 INSTALL ALL CONDUIT INSIDE SHELTER STRUCTURE. COORDINATE EXACT ROUTING WITH ELECTRICAL AND LIGHTING. SECURE WITH CLAMP EVERY 10' AND WITHIN 3' OF JUNCTION BOXES. SEE DWG BT120-JCD210 FOR CONDUIT CLAMPING AND PENETRATION DETAILS. 15 INSTALL CONDUIT AND CABLING FOR KCM CANOPY VMS. KCM DISPLAY MOUNT IS PROCURED BY KCM AND PROVIDED TO CONTRACTOR FOR INSTALLATION. DISPLAY UNITS ARE PROCURED AND INSTALLED BY KCM. SEE DETAIL 2 ON DWG BT120-JCD205 FOR DETAILED BREAKDOWN. 16 INSTALL CANOPY CAMERA AND ALL ASSOCATED CABLING. SEE DETAIL ON SHEET BT120- JCD205 FOR MOUNTING DETAILS. SEE DWG BT120-JCD211 FOR CAMERA INSTALLATION SCHEDULE AND CONFIGURATION INFORMATION. CONFIGURE ALL CAMERAS AS SPECIFIED IN THE CAMERA INSTALLATION SCHEDULE ON DWG BT120-JCD211, ADHERING TO THE INDIVIDUAL SETTINGS FOR FOCAL LENGTH, ORIENTATION, AND OTHER PARAMETERS. CONTRACTOR SHALL ENSURE PROPER MOUNTING, WIRING, AND NETWORK INTEGRATION OF EACH CAMERA IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND PROJECT SPECIFICATIONS. 1 INSTALL 5"x5" EMT CONDUIT JUNCTION BOX ATTACHED TO CANOPY STRUCTURE. SEE 17 DETAIL 2 ON DWG BT120-JCD-210 FOR DETAILS. q e C D PLATFORM E F G H CORE FACILITY 0 8 16 SCALE IN FEET R-4332514 DESIGNED BY: SCALE: DRAWING NO.: J.MARGOLIS v� C) w As indicated STRIDE BUS RAPID TRANSIT DRAWN BY: ��� F WA FILENAME: FILENAME: SOUTH RENTON TRANSIT CENTER BT120-JCP212 W.TURNER ���� PARCADI RIDEw S1-BT120-J-CAN-v2020 BT105 FACILITY ID: CHECKED BY: 25004257^ BRT General Engineering Consultant z " SOUNDTRANSIT CONTRACT No.: SYSTEMS BT120 1 06/13/2025 JM SW MC ADDENDUM #1 S.WHITE �oGIST��� RTA/CN 0205-24 KCM COMMUNICATIONS RCP BAYS 3, 4, 6, AND 7 SHEET No: REV: 0 12/10/2024 JM SW MC ISSUED FOR BID APPROVED BY: ZONAL SUBMITTED BY: DATE: REVIEWED BY: rAE0 SUBMITTAL DATE: 592 1 No. DATE DSN CHK APP REVISION M.COX 06/10/2025 R. PARGAS 112/10/2024 J. ALTCHECH /2024 12/10/2024 N co co W O N O N z Q U 0 N H m U w C� I H Z Q ry H I c) 0- ry I D m O I 0 co 00 LO d rn I N >Q O U) N 0 0 LO cy) m 2 BT120-JCD206 — — — — BT120-SCR-02 (NIC) GENERAL NOTES: 1. SEE ELECTRICAL PLAN DWG BT120-EPP212 TO BT120-EPP215 FOR DESIGN OF CONDUITS AND BOXES SHOWN GREYED BACK ON THIS SHEET. 2. INSTALL ALL UNDERGROUND CONDUIT WITHIN STRUCTURE FOOTPRINT ABOVE FOOTING. INSTALL AS CLOSE TO THE SURFACE OF THE FOOTING AS FEASIBLE WHILE MAINTAINING 2" MINIMUM CLEARANCE FROM IT. 3. FOR UNDERGROUND CONDUITS, SEE DWG 1.4 I 1.3 1.2 I 1.1 BT120-JCP206 TO BT120-JCP209. FOR CANOPY CONDUITS, SEE BT120-JCP210 TO BT120-JCP212 t t CONSTRUCTION NOTES: EXTEND CONDUIT WITHIN COLUMN COVER TO 19 JUNCTION BOXES IN CANOPY SHOWN IN DWG BT120-JCP210 TO BT120-JCP212. U I I GV-l.i I�-VJ ELEVATION - STRIDE BAY AREA 1 SCALE: NTS BT120-JCP206 R-4332515 DEVELOPMENT ENGINEERING msippo 11 /25/2025 DESIGNED BY: ��,IP w SCALE: STRIDE BUS RAPID TRANSIT DRAWING NO.: J.MARGOLIS 4 WAS % Q -j BT120-JCE209 DRAWN BY: ��,oF �� U M;rr FILENAME: SOUTH RENTON TRANSIT CENTER W.TURNER �� z �� 04ARCADIS w J S1-BT120-J-CAN-v2020 BT105 FACILITY ID: CHECKED BY: BRT General Engineering Consultant z " SOUNDTRANSIT CONTRACT No.: SYSTEMS BT120 J.DONG o GI21121S RTA/CN 0205-24 SHEET No: REV: 0 12/10/2024 JM JD PPL ISSUED FORBID APPROVED BY: ��SSIONAL �P1 SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: STRIDE BAY AREA 1 COMMUNICATIONS ELEVATION 593 0 No. DATE DSN CHK APP REVISION P.LAVALLEE 12/02/2024 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 N co co W O N O N Z U 0 N m U w C� I H V) Z Q ry H I c) d ry I D m O I O co 00 LO Q M tir) L, Q I 66 Cn L N O O �p N cy) O m 0 1 12/10/2024 1 JM I JD I PPL I ISSUED FOR BID No. I DATE I DSN I CHK I APP I REVISION i 1.1 1.2 1.3 (1.4 I I I I DESIGNED BY: J.MARGOLIS DRAWN BY: W.TURNER CHECKED BY: J.DONG APPROVED BY: P. LAVALLEE �%J I J I LIVID VVIV VAJI I ELEVATION - STRIDE BAY AREA LAYOVER SCALE: NTS 04ARCADIS SUBMITTED BY: 4 R. PA GAS BT120-JCP206 4STm)?IDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH Q w cn � W J Z J SOUNDTRANSIT DATE: 12/10/2024 SCALE: NTS FILENAME: S 1-BT120-J-CAN-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 12/10/2024 GENERAL NOTES: 1. SEE ELECTRICAL PLAN DWG BT120-EPP212 TO BT120-EPP215 FOR DESIGN OF CONDUITS AND BOXES SHOWN GREYED BACK ON THIS SHEET. 2. INSTALL ALL UNDERGROUND CONDUIT WITHIN STRUCTURE FOOTPRINT ABOVE FOOTING. INSTALL AS CLOSE TO THE SURFACE OF THE FOOTING AS FEASIBLE WHILE MAINTAINING 2" MINIMUM CLEARANCE FROM IT. 3. FOR UNDERGROUND CONDUITS, SEE DWG BT120-JCP206 TO BT120-JCP209. FOR CANOPY CONDUITS, SEE BT120-JCP210 TO BT120-JCP212. CONSTRUCTION NOTES: C19 EXTEND CONDUIT WITHIN COLUMN COVER TO JUNCTION BOXES IN CANOPY SHOWN IN DWG BT120-JCP210 TO BT120-JCP212. w STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 SYSTEMS STRIDE LAYOVER COMMUNICATIONS R-4332516 DEVELOPMENT ENGINEERING msippo 11 /25/2025 Ul DRAWING NO.: BT120-JCE210 FACILITY ID: BT120 SHEET No: REV: 594 0 N co co W 0 N 0 N Z U 0 N_ H m U w C� I H Z Q ry H I 0 d ry I D m 0 I 0 co 00 LO d M 0 p QI O Cn 0 � 0 co 0 o � N � o m 1 106/13/20251 JM SW MC ADDENDUM #1 0 112/10/20241 JM SW MC ISSUED FORBID No. I DATE I DSN I CHK I APP I REVISION BT120-SCR-C (NIC) BT120-VMS-C (NIC) DESIGNED BY: J.MARGOLIS DRAWN BY: W.TURNER CHECKED BY: S.WHITE APPROVED BY: M.COX GENERAL NOTES: 1. SEE ELECTRICAL PLAN DWG BT120-EPP212 TO BT120-EPP215 FOR DESIGN OF CONDUITS AND BOXES SHOWN GREYED BACK ON THIS SHEET. 2. INSTALL ALL UNDERGROUND CONDUIT WITHIN STRUCTURE FOOTPRINT ABOVE FOOTING. INSTALL AS CLOSE TO THE SURFACE OF THE FOOTING AS FEASIBLE WHILE MAINTAINING 2" MINIMUM CLEARANCE FROM IT. 3. FOR UNDERGROUND CONDUITS, SEE DWG BT120-JCP206 TO BT120-JCP209. FOR CANOPY CONDUITS, SEE BT120-JCP210 TO BT120-JCP212 CONSTRUCTION NOTES: 19 EXTEND CONDUIT WITHIN COLUMN COVER TO JUNCTION BOXES IN CANOPY SHOWN IN DWG 1.5 1.7) BT120-JCP210 TO BT120-JCP212. i I I ELEVATION - STRIDE BAY AREA 8 SCALE: NTS OAARCADIS SUBMITTED BY: 06/10/2025 R. PA GAS 4STm)?IDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH BT120-JCP208 Q w U) � W J Z J SOUNDTRANSIT DATE: 12/10/2024 SCALE: As indicated FILENAME: S 1-BT120-J-CAN-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 12/10/2024 120-SCR-04 (NIC) T120-DC-02 120-HH-107 -J IN I4VA.1 N IN i LMlm, STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 SYSTEMS STRIDE BAY 8 COMMUNICATIONS ELEVATION R-4332517 DEVELOPMENT ENGINEERING msippo 11 /25/2025 Ul DRAWING NO.: BT120-JCE211 FACILITY ID: BT120 SHEET No: REV: 595 1 N co co O W 0 N 0 N z U 0 N_ H m V1 U w C� I H V) z Q ry H I c) d Q ry I D m 0 I 0 co 00 LO a o M QI O Cn 0 0 LO cy) m BT120-DC-03 BT120-H H-10 0 1 12/10/2024 I JM I JD I PPL I ISSUED FOR BID No. I DATE I DSN I CHK I APP I REVISION DESIGNED BY: J.MARGOLIS DRAWN BY: W.TURNER CHECKED BY: J.DONG APPROVED BY: P. LAVALLEE 1.7 1.6� � 1.5 ELEVATION - KCM BAY 2 SCALE: NTS 04ARCADIS SUBMITTED BY: 4 R. PA GAS BT120-JCP208 4STm)?IDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH Q w cn � W J Z J SOUNDTRANSIT DATE: 12/10/2024 SCALE: NTS FILENAME: S 1-BT120-J-CAN-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 12/10/2024 GENERAL NOTES: 1. SEE ELECTRICAL PLAN DWG BT120-EPP212 TO BT120-EPP215 FOR DESIGN OF CONDUITS AND BOXES SHOWN GREYED BACK ON THIS SHEET. 2. INSTALL ALL UNDERGROUND CONDUIT WITHIN STRUCTURE FOOTPRINT ABOVE FOOTING. INSTALL AS CLOSE TO THE SURFACE OF THE FOOTING AS FEASIBLE WHILE MAINTAINING 2" MINIMUM CLEARANCE FROM IT. 3. FOR UNDERGROUND CONDUITS, SEE DWG BT120-JCP206 TO BT120-JCP209. FOR CANOPY CONDUITS, SEE BT120-JCP210 TO BT120-JCP212 CONSTRUCTION NOTES: EXTEND CONDUIT WITHIN COLUMN COVER TO 19) JUNCTION BOXES IN CANOPY SHOWN IN DWG BT120-JCP210 TO BT120-JCP212. T120-H H-105 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 SYSTEMS KCM BAY 2 COMMUNICATIONS ELEVATION R-4332518 DEVELOPMENT ENGINEERING msippo 11 /25/2025 Ul DRAWING NO.: BT120-JCE212 FACILITY ID: BT120 SHEET No: REV: 596 0 N co co O W 0 N 0 N Z U 0 N H m U w C� �I Z NQ L.I_ I 0 0- Q ry I D m 0 I 0 co 00 LO a o M QI O Cn 0 0 LO CY) m BT120-HH GENERAL NOTES: 1. SEE ELECTRICAL PLAN DWG BT120-EPP212 TO BT120-EPP215 FOR DESIGN OF CONDUITS AND BOXES SHOWN GREYED BACK ON THIS SHEET. 2. INSTALL ALL UNDERGROUND CONDUIT WITHIN STRUCTURE FOOTPRINT ABOVE FOOTING. INSTALL AS CLOSE TO THE SURFACE OF THE FOOTING AS FEASIBLE WHILE MAINTAINING 2" MINIMUM CLEARANCE FROM IT. 3. FOR UNDERGROUND CONDUITS, SEE DWG BT120-JCP206 TO BT120-JCP209. FOR CANOPY CONDUITS, SEE BT120-JCP210 TO BT120-JCP212 CONSTRUCTION NOTES: EXTEND CONDUIT WITHIN COLUMN COVER TO 1.8 1.9 1.10 1.11 19 ' JUNCTION BOXES IN CANOPY SHOWN IN DWG BT120-JCP210 TO BT120-JCP212. II II II II �I J 1 J I LIVID I1IJINLJVI I -� 0 1 12/10/2024 I JM I JD I PPL I ISSUED FOR BID No. I DATE I DSN I CHK I APP I REVISION DESIGNED BY: J.MARGOLIS DRAWN BY: W.TURNER CHECKED BY: J.DONG APPROVED BY: P. LAVALLEE 04ARCADIS SUBMITTED BY: 4 R. PA GAS 4STm)?IDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH Q w Cn � W J Z J SOUNDTRANSIT DATE: 12/10/2024 SCALE: As indicated FILENAME: S 1-BT120-J-CAN-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 SYSTEMS KCM BAY 7 COMMUNICATIONS ELEVATION R-4332519 DEVELOPMENT ENGINEERING msippo 11 /25/2025 Ul DRAWING NO.: BT120-JCE213 FACILITY ID: BT120 SHEET No: REV: 597 0 N co co W 0 N O N Z Q U 0 N m U w C� I H V) Z Q ry H I c) d ry I D m O I 0 co 00 LO a o N I M >Q O Cn 0 0 LO cy) m 0 1 12/10/2024 I JM I JD I PPL I ISSUED FOR BID No. I DATE I DSN I CHK I APP I REVISION GENERAL NOTES: 1. SEE ELECTRICAL PLAN DWG BT120-EPP212 TO BT120-EPP215 FOR DESIGN OF CONDUITS AND BOXES SHOWN GREYED BACK ON THIS SHEET. 2. INSTALL ALL UNDERGROUND CONDUIT WITHIN STRUCTURE FOOTPRINT ABOVE FOOTING. INSTALL AS CLOSE TO THE SURFACE OF THE FOOTING AS FEASIBLE WHILE MAINTAINING 2" MINIMUM CLEARANCE FROM IT. 3. FOR UNDERGROUND CONDUITS, SEE DWG BT120-JCP206 TO BT120-JCP209. FOR CANOPY CONDUITS, SEE BT120-JCP210 TO BT120-JCP212 1.12 1.13 1.14 1.15 CONSTRUCTION NOTES: EXTEND CONDUIT 19 WITHIN N COVER TO JUNCTION OX SINCA CANOPY OWN N II DWG BT120-JCP210 TO BT120-JCP212. DESIGNED BY: J.MARGOLIS DRAWN BY: W.TURNER CHECKED BY: J.DONG APPROVED BY: P. LAVALLEE ELEVATION - KC METRO SHELTER - BAY 6 SCALE: NTS 04ARCADIS SUBMITTED BY: 4 R. PA GAS BT120-JCP208 4STm)?IDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH Q w Q cn � W J Z J SOUNDTRANSIT DATE: 12/10/2024 SCALE: NTS FILENAME: S 1-BT120-J-CAN-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 SYSTEMS KCM BAY 6 COMMUNICATIONS ELEVATION 0-HH-110 R-4332520 DEVELOPMENT ENGINEERING msippo 11 /25/2025 Ul DRAWING NO.: BT120-JCE214 FACILITY ID: BT120 SHEET No: REV: 598 0 N C'7 C'7 0 LU 0 N O N Z U 0 N H m V1 U w C� I H V) Z Q ry H I c) d ry I D m O I O co 00 LO Q M �r) L, Q I 66 Cn L N O O �p N cy) O m BT120-HH-110 0 1 12/10/2024 I JM I JD I PPL I ISSUED FOR BID No. I DATE I DSN I CHK I APP I REVISION DESIGNED BY: J.MARGOLIS DRAWN BY: W.TURNER CHECKED BY: J.DONG APPROVED BY: P. LAVALLEE 1.16 t 1.17 BT120-H H-114 ELEVATION - KC METRO BAY 4 AND 5 SCALE: NTS 04ARCADIS SUBMITTED BY: 4 R. PA GAS BT120-JCP209 4STm)?IDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH Q w cn � W J Z J SOUNDTRANSIT DATE: 12/10/2024 11 SCALE: 1 /8" = 1'-0" FILENAME: S 1-BT120-J-CAN-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 12/10/2024 GENERAL NOTES: 1. SEE ELECTRICAL PLAN DWG BT120-EPP212 TO BT120-EPP215 FOR DESIGN OF CONDUITS AND BOXES SHOWN GREYED BACK ON THIS SHEET. 2. INSTALL ALL UNDERGROUND CONDUIT WITHIN STRUCTURE FOOTPRINT ABOVE FOOTING. INSTALL AS CLOSE TO THE SURFACE OF THE FOOTING AS FEASIBLE WHILE MAINTAINING 2" MINIMUM CLEARANCE FROM IT. R-4332521 DEVELOPMENT ENGINEERING msippo 11 /25/2025 Ul STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 SYSTEMS KCM BAYS 4 AND 5 COMMUNICATIONS ELEVATION DRAWING NO.: BT120-JCE215 FACILITY ID: BT120 SHEET No: REV: 599 0 N co co W 0 N O N Z U 0 N H m V1 U w C� I H V) Z Q ry H I c) d ry I D m 0 I 0 co 00 LO d M 0 p QI O Cn 0 � 0 co 0 o � N � N m BT120-CC-15 1 106/13/20251 JM SW MC ADDENDUM #1 0 112/10/20241 JM SW MC ISSUED FORBID No. I DATE I DSN I CHK I APP I REVISION 1.15 1.14 1.13 �krl.12) 1.11 1.10 n 1.9 ` r I I II I U I II`t DESIGNED BY: J.MARGOLIS DRAWN BY: W.TURNER CHECKED BY: S.WHITE APPROVED BY: M.COX KCM BAY 3 COMMUNICATIONS ELEVATION SCALE: NTS OAARCADIS SUBMITTED BY: 06/10/2025 R. PARGAS 4STmRIDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH BT120-JCP208 Q w U) � W J Z J SOUNDTRANSIT DATE: 12/10/2024 SCALE: 1 /8" = 1'-0" FILENAME: S 1-BT120-J-CAN-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 12/10/2024 GENERAL NOTES: 1. SEE ELECTRICAL PLAN DWG BT120-EPP212 TO BT120-EPP215 FOR DESIGN OF CONDUITS AND BOXES SHOWN GREYED BACK ON THIS SHEET. 2. INSTALL ALL UNDERGROUND CONDUIT WITHIN STRUCTURE FOOTPRINT ABOVE FOOTING. INSTALL AS CLOSE TO THE SURFACE OF THE FOOTING AS FEASIBLE WHILE MAINTAINING 2" MINIMUM CLEARANCE FROM IT. STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 SYSTEMS KCM BAY 3 COMMUNICATIONS ELEVATION R-4332522 DEVELOPMENT ENGINEERING msippo 11 /25/2025 U1 DRAWING NO.: BT120-JCE216 FACILITY ID: BT120 SHEET No: REV: 600 1 N co co W 0 N O N Z U 0 N H m V1 U w C� I H V) Z Q ry H I c) 0- ry I V) D m O I O co 00 LO Q M �r) O QI o N Cn L N O O �p N cy) O m E Fow COMMUNICATIONS SECTION STRIDE BAY 1 CCTV SCALE: 1/4" = 1'-0" BT120-JCP206 COMMUNICATIONS SECTION STRIDE BAY 1 TVM SCALE: 1/4" = 1'-0" DESIGNED BY: J.MARGOLIS DRAWN BY: W.TURNER CHECKED BY: J.DONG 0 12/10/2024 JM JD PPL ISSUED FOR BID APPROVED BY: No. DATE DSN CHK APP REVISION P.LAVALLEE BT120-JCP206 04ARCADIS SUBMITTED BY: 4 R. PA GAS BT120-VMS-02 (NIC) BT120-VMS-0 (NIC) COMMUNICATIONS SECTION STRIDE BAY 1 VMS SCALE: 1/4" = 1'-0" COMMUNICATIONS SECTION STRIDE BAY 1 SCALE: 1/4" = 1'-0" 4STm)?IDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH Q w Q cn � W J Z J SOUNDTRANSIT DATE: 12/10/2024 BT120-JCP206 BT120-JCP206 SCALE: 1/4" = 1'-0" FILENAME: S 1-BT120-J-CAN-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 12/10/2024 GENERAL NOTES: 1. SEE ELECTRICAL PLAN DWG BT120-EPP213 TO BT120-EPP215 FOR DESIGN OF CONDUITS AND BOXES SHOWN GREYED BACK ON THIS SHEET. 2. INSTALL ALL UNDERGROUND CONDUIT WITHIN STRUCTURE FOOTPRINT ABOVE FOOTING. INSTALL AS CLOSE TO THE SURFACE OF THE FOOTING AS FEASIBLE WHILE MAINTAINING 2" MINIMUM CLEARANCE FROM IT. 3. FOR UNDERGROUND CONDUITS, SEE DWG BT120-JCP206 TO BT120-JCP209. FOR CANOPY CONDUITS & DEVICES, SEE BT120-JCP210 TO BT120-JCP212. 4. REFER TO DWG BT120-JCD205 FOR CANOPY VMS/RTIS DETAIL. 5. REFER TO DWG BT120-JCD206 FOR SMART CARD READER DETAIL. 6. REFER TO DWG BT120-JCD204 FOR PBA DETAIL. STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 SYSTEMS COMMUNICATION STRIDE BAY 1 SECTIONS R-4332523 DEVELOPMENT ENGINEERING msippo 11 /25/2025 Ul DRAWING NO.: BT120-JCX210 FACILITY ID: BT120 SHEET No: REV: 601 0 N C'7 C'7 O 0 W 0 N O N Z U 0 N H m V1 U w C� I H V) Z Q ry I ry I V) D m 0 I 0 co 00 LO d M 00o o QI Cn 0 � 0 co 0 o � N � N m COMMUNICATIONS SECTION KCM VMS SCALE: 1 /4" = V-0" BT120-VMS-15 (NIC) BT120-VMS-16 --------------------- (NIC) 7 .+ A COMMUNICATIONS SECTION KCM BAY 6 SCALE: 1 /4" = V-0" 1 106/13/20251 JM SW MC ADDENDUM #1 0 112/10/20241 JM SW MC ISSUED FORBID No. I DATE I DSN I CHK I APP I REVISION DESIGNED BY: J.MARGOLIS DRAWN BY: W.TURNER CHECKED BY: S.WHITE APPROVED BY: M.COX BT120-JCE213 BT120-JCP208 BT120-VMS-14 (NIC) BT120-VMS-13 (NIC) 04ARCADIS SUBMITTED BY: 06/10/2025 R. PA GAS GENERAL NOTES: 1. SEE ELECTRICAL PLAN DWG BT120-EPP213 TO BT120-EPP215 FOR DESIGN OF CONDUITS AND BOXES SHOWN GREYED BACK ON THIS SHEET. 2. INSTALL ALL UNDERGROUND CONDUIT WITHIN STRUCTURE FOOTPRINT ABOVE FOOTING. INSTALL AS CLOSE TO THE SURFACE OF THE FOOTING AS FEASIBLE WHILE MAINTAINING 2" MINIMUM CLEARANCE FROM IT. 3. FOR UNDERGROUND CONDUITS, SEE DWG BT120-JCP206 TO BT120-JCP209. FOR CANOPY CONDUITS & DEVICES, SEE BT120-JCP210 TO BT120-JCP212. 4. REFER TO DWG BT120-JCD205 FOR CANOPY VMS/RTIS DETAIL. COMMUNICATIONS SECTION KCM SHELTER � q SCALE: 1 /4" = 1'-0" BT120-JCP208 FUTURE KCM PBA. CAP CONDUIT COMMUNICATIONS SECTION KCM & PBA SECTIO SCALE: 1 /4" = 1'-0" 4STm)?IDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH Q w U) � W J Z J SOUNDTRANSIT DATE: 12/10/2024 SCALE: 1 /4" = 1'-0" FILENAME: S 1-BT120-J-CAN-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 12/10/2024 BT120-JCP208 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 SYSTEMS KCM COMMUNICATIONS SECTIONS R-4332524 DEVELOPMENT ENGINEERING msippo 11 /25/2025 U1 DRAWING NO.: BT120-JCX211 FACILITY ID: BT120 SHEET No: REV: 602 1 N C'7 C'7 0 W 0 N O N Z U 0 N H m V1 U w C� I H V) Z Q ry H I c) d ry I D m 0 I 0 co 00 LO d M 00o o QI Cn 0 � 0 co 0 o � N � N m i BT120-VMS-05 (NIC) BT120-VMS-( (NIC) COMMUNICATIONS SECTION KCM SHELTER BAY 2 SCALE: 1/4" = 1'-0" BT120-JCP207 COMMUNICATIONS SECTION STRIDE BAY 2 AND SCR � q SCALE: 1/4" = 1'-0" 1 106/13/20251 JM SW MC ADDENDUM #1 0 112/10/20241 JM SW MC ISSUED FORBID No. I DATE I DSN I CHK I APP I REVISION DESIGNED BY: J.MARGOLIS DRAWN BY: W.TURNER CHECKED BY: S.WHITE APPROVED BY: M.COX BT120-JCP207 OAARCADIS SUBMITTED BY: 06/10/2025 R. PA GAS COMMUNICATIONS SECTION STRIDE BAY 8 SCALE: 1/4" = 1'-0" 4STm)?IDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH Q w U) � W J Z J SOUNDTRANSIT DATE: 12/10/2024 BT120-JCP207 SCALE: 1/4" = 1'-0" FILENAME: S 1-BT120-J-CAN-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 12/10/2024 GENERAL NOTES: 1. SEE ELECTRICAL PLAN DWG BT120-EPP213 TO BT120-EPP215 FOR DESIGN OF CONDUITS AND BOXES SHOWN GREYED BACK ON THIS SHEET. 2. INSTALL ALL UNDERGROUND CONDUIT WITHIN STRUCTURE FOOTPRINT ABOVE FOOTING. INSTALL AS CLOSE TO THE SURFACE OF THE FOOTING AS FEASIBLE WHILE MAINTAINING 2" MINIMUM CLEARANCE FROM IT. 3. FOR UNDERGROUND CONDUITS, SEE DWG BT120-JCP206 TO BT120-JCP209. FOR CANOPY CONDUITS & DEVICES, SEE BT120-JCP210 TO BT120-JCP212. 4. REFER TO DWG BT120-JCD205 FOR CANOPY VMS/RTIS DETAIL. 5. REFER TO DWG BT120-JCD206 FOR SMART CARD READER DETAIL. 6. REFER TO DWG BT120-JCD204 FOR PBA DETAIL. R-4332525 DEVELOPMENT ENGINEERING msippo 11 /25/2025 Ul STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 SYSTEMS STRIDE BAY 2 AND 8 COMMUNICATIONS SECTIONS DRAWING NO.: BT120-JCX212 FACILITY ID: BT120 SHEET No: REV: 603 1 N co co W 0 N O N z U 0 N m U w C� I H V) Z Q ry H I c) d ry I V) D m O I 0 co 00 LO a o o I M >Q O Cn 0 N O LO cy) m 0 12/10/2024 JM JD PPL ISSUED FOR BID No. DATE DSN CHK APP REVISION 2-2" CONDUIT 1-2" CONDUIT BT120-SC-12, BT120-SC-154 BT120-SC-13 TYPE 2 TO BT120-HH-04 JUNCTION TO ST NETWORK RACK ; r BOX TELECOMM ROOM BT120L1208 BT120-HH-102 BT120-HH-03 2-2" CONDUIT BT120-SC-10, 1-2" CONDUIT BT120-SC-11 BT120-SC-103 1-1" CONDUIT BT120-SC-111 1-2" CONDUIT BT120-SC-115 1-1" CONDUIT BT120-SC-113 1-1" CONDUIT BT120-SC-114 F_ - PUSH BUTTON AUDIO BT120-PBA-01 SOUND TRANSIT BAY 1 1-3" CONDUIT BT120-SC-104 NGORCA 1-2" CONDUIT VALI DATOR BT120-SC-220 BT102-SCR-01 (NIC) 1-1" CONDUIT BT120-SC-109 NGORCA VALI DATOR BT102-SCR-02 (NIC) 1-3" CONDUIT BT120-SC-110 1-2" CONDUIT BT120-SC-221 �� - PYLON VMS BT120-VMS-03 (NIC) rr,%,� PLATFORM COMMUNICATIONS CABINET BT120-DC-01 LAYER 2 POE SWITCH TYPE 2 JUNCTION BOX BT120-HH-101 TYPE 2 JUNCTION BOX BT120-H H-104 TVM BT120-TVM-01 (NIC) JUNCTION JUNCTION CANOPY BOX BOX COLUMN BT120-HH-203 BT120-HH-202 STUB UP BT120-CC-03 BT120-CAM-103 BT120-CAM-104 CONDUIT BT1 CANOPY -MOUNTED CANOPY -MOUNTED T120-SC-112 1-1" CONDUIT BT120-SC-166 1-1" CONDUIT BT120-SC-165 DESIGNED BY: J.MARGOLIS DRAWN BY: W.TURNER CHECKED BY: J.DONG APPROVED BY: P.LAVALLEE 1-1" CONDUIT BT120-SC-164 04ARCADIS SUBMITTED BY: 4 R. PA GAS 1-2" CONDUIT BT120-SC-105 TYPE 2 JUNCTION BOX BT120-HH-103 1-2" CONDUIT 7 BT120-SC-106 2-2" CONDUIT BT120-SC-14, BT120-SC-15 1-2" CONDUIT BT120-SC-108 i CANOPY LL - — COLUMN L STUB UP - BT120-CC-02 4STm)?IDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH LIGHT POLE 12 JUNCTION BOX BT120-HH-200 LEGEND: BT120-CAM-100 POLE -MOUNTED -d = TO BT120-HH-09 JUNCTION BOX BT120-HH-201 BT120-CAM-101 CANOPY -MOUNTED 1-1.5" CONDUIT BT120-SC-160 CAT6 CAT6 POE FIBER SPARE 2" CONDUIT BT120-CAM-102 CANOPY -MOUNTED CANOPY VMS BT120-VMS-01 (NIC) EPC 1-1" CONDUIT1-1" CONDUIT 1-1" CONDUIT BT120-SC-161 BT120-SC-163 BT120-SC-162 SCALE: Q w mrr NTS Q FILENAME: cn w � S1-BT120-J-CAN-v2020 Z J J SOUNDTRANSIT . CONTRACT No.: RTA /CN 02 -24 05 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 SYSTEMS SOUND TRANSIT BAY 1 RISER DIAGRAM i I CANOPY VMS BT120-VMS-02 (NIC) EPC R-4332526 DEVELOPMENT ENGINEERING msippo 11 /25/2025 DRAWING NO.: BT120-J FS204 FACILITY ID: BT120 SHEET No: REV: 604 0 N co co W 0 N 0 N z Q U 0 N m U w C� I H V) z Q ry H I c) d ry I D m O I 0 co 00 LO a o o I M >Q O Cn 0 0 LO cy) m 1-1" CONDUIT BT120-SC-129 1-1" CONDUIT 1-1" CONDUIT 1-1" CONDUIT BT120-SC-176 BT120-SC-177 BT120-SC-175 NGORCA VALI DATOR BT102-SCR-04 (NIC) 1-1" CONDUIT BT120-SC-174 JUNCTION F T' BOX F_ BT120-HH-208 CANOPY VMS CANOPY VMS_ BT120-VMS-08 BT120-VMS-07 (NIC) (NIC) BT120-CAM-107 BT120-CAM-108 EPC EPC CANOPY -MOUNTED CANOPY -MOUNTED 0 12/10/2024 J M JD No. DATE DSN CHK PPL ISSUED FORBID APP REVISION DESIGNED BY: J.MARGOLIS DRAWN BY: W.TURNER CHECKED BY: J.DONG APPROVED BY: P.LAVALLEE JUNCTION BOX BT120-HH-207 TVM BT120-TVM-02 (NIC) 1-1" CONDUIT BT120-SC-130 1-2" CONDUIT BT120-SC-125 1-2" CONDUIT BT120-SC-223 1-2" CONDUIT BT120-SC-131 i CANOPY COLUMN STUB UP BT120-CC-06 1-2" CONDUIT BT120-SC-222 04ARCADIS SUBMITTED BY: 4 R. PA GAS SOUND TRANSIT BAY 8 PLATFORM COMMUNICATIONS CABINET BT120-DC-02 LAYER 2 POE SWITCH b - 1-3" CONDUIT BT120-SC-126 TYPE 2 JUNCTION BOX BT120-HH-107 TYPE 2 JUNCTION BOX BT120-H H-106 IIIII � IIIII �- 1-2" CONDUIT III BT120-SC-132 II IL = TYPE 2 - - JUNCTION BOX BT120-HH-105 1-2" CONDUIT BT120-SC-133 2-2" CONDUIT BT120-SC-28, BT120-SC-29 1-2" CONDUIT BT120-SC-127 CANOPY COLUMN STUB UP - BT120-CC-05 LEGEND: 1-1" CONDUIT BT120-SC. TO BT120-HH-110 TO ST NETWORK RACK TELECOMM ROOM BT120L1208 TO BT120-HH-07 JUNCTION JUNCTION BOX BOX BT120-HH-204 BT120-HH-205 1 1-1" CONDUIT BT120-SC-170 1-1" CONDUIT BT120-SC-136 1-1" CONDUIT BT120-SC-135 NGORCA PYLON VMS 1-2" CONDUIT PUSH VALIDATOR BT120-VMS-04 BT120-SC-134 BUTTON BT102-SCR-03 (NIC) AUDIO (NIC) EPC BT120-PBA-02 4STm)?IDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH Q w � U) W J Z J SOUNDTRANSIT DATE: 12/10/2024 SCALE: NTS FILENAME: S 1-BT120-J-CAN-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 12/10/2024 CAT6 CAT6 POE FIBER SPARE 1-1" CONDUIT J-SC-172 BT120-CAM-105 CANOPY -MOUNTED BT120-CAM-106 CANOPY -MOUNTED STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 SYSTEMS SOUND TRANSIT BAY 8 RISER DIAGRAM R-4332527 DEVELOPMENT ENGINEERING msippo 11 /25/2025 Ul DRAWING NO.: BT120-J FS205 FACILITY ID: BT120 SHEET No: REV: 605 0 N co co W 0 N 0 N > z Q 0 N_ H m V1 U w C�1 z Q ry ~I 0 a ry I D m of 0 co co 2 't a o ~ I M >Q O Cn 0 0 LO cy) m 1-1" CONDUIT BT120-SC-191 1-1" CONDUIT BT120-SC-192 F BT120-CAM-111 CANOPY -MOUNTED 0 12/10/2024 J M JD No. DATE DSN CHK PPL ISSUED FORBID APP REVISION 1-2" CONDUIT BT120-SC-127 SOUND TRANSIT BAY BAYS 3, 4, 5, & 6 PLATFORM COMMUNICATIONS CABINET BT120-DC-05 LAYER 2 POE SWITCH 1-2" CONDUIT BT120-SC-145 1-2" CONDUIT BT120-SC-157 III TO BT120-HH-106 o— 1-1" CONDUIT 1-1" CONDUIT BT120-SC-190 BT120-SC-189 1 _N JUNCTION JUNCTION JUNCTION ---- BOX BOX BT120-HH-214 BT120-HH-213 BT120-CAM-112 CANOPY -MOUNTED BT120-CAM-113 POLE -MOUNTED BT120-CAM-115 POLE -MOUNTED DESIGNED BY: J.MARGOLIS DRAWN BY: W.TURNER CHECKED BY: J.DONG APPROVED BY: P. LAVALLEE TYPE 2 JUNCTION BOX -2" CONDUIT BT120-SC-144 BT120-HH-110 I' l II II II I I I I II I CANOPY COLUMN ----_ BT120-CC-12 1-2" CONDUIT BT120-SC-146 BT120-CAM-114 POLE -MOUNTED BT120-CAM-116 POLE -MOUNTED LIGHT POLE 24 1-2" CONDUIT BT120-SC-147 LIGHT POLE 25 1-2" CONDUIT BT120-SC-148 04ARCADIS �j�' SUBMITTED BY: 12/02/2024 R. PARGAS 2-2" CONDUIT BT120-SC-152 BT120-SC-153 I II TYPE 2 JUNCTION BOX BT120-H H-113 2-2" CONDUIT BT120-SC-36, BT120-SC-37 TO BT120-HH-11 CUSTOMER — - EMERGENCY 1-1" CONDUIT STATION BT120-SC-142 BT120-CES-01 CANOPY JUNCTION JUNCTION �— — COLUMN — BOX — BOX BT120-CC-15 BT120-HH-220 BT120-HH-218 1-1" CONDUIT BT120-SC-183 4fTmRIDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH Q w mwr cn � W J Z J SOUNDTRANSIT DATE: 12/10/2024 LEGEND: JUNCTION BOX BT120-HH-219 CAT6 CAT6 POE 1-1" CONDUIT BT120-SC-186 — — — — — — — — — I 1-1" CONDUIT BT120-CAM-109 BT120-SC-184 CANOPY -MOUNTED SCALE: NTS FILENAME: S 1-BT120-J-CAN-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 12/10/2024 1-1" CONDUIT BT120-SC-185 -- — � BT120-CAM-110 CANOPY -MOUNTED R-4332528 DEVELOPMENT ENGINEERING msippo 11 /25/2025 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 SYSTEMS SOUND TRANSIT OTHER BAYS RISER DIAGRAM DRAWING NO.: BT120-J FS206 FACILITY ID: BT120 SHEET No: REV: 606 0 N C'7 C'7 0 LU 0 N O N Z U 0 N H m V1 U w C� I H V) Z Q ry H I 0 d ry I D m O I 0 co 00 LO a o ~ I M >Q O Cn 0 0 LO cy) m 0 12/10/2024 J M JD No. DATE DSN CHK PPL ISSUED FORBID APP REVISION 2-2" CONDUIT BT120-SC-30, BT120-SC-31 TO KCM NETWORK RACK TELECOMM ROOM BT120L1208 BT120-HH-08 1-1" CONDUIT CANOPY VMS BT120-VMS-05 EPC BT120-SC-173 DESIGNED BY: J.MARGOLIS DRAWN BY: W.TURNER CHECKED BY: J.DONG APPROVED BY: P. LAVALLEE _ — — — JUNCTION ---- BOX BT120-HH-206 CANOPY VMS BT120-VMS-06 EPC 1-2" CONDUIT BT120-SC-120 1-2" CONDUIT BT120-SC-123 CANOPY COLUMN STUB UP BT120-CC-06 PUSH BUTTON AUDIO BT120-PBA-03 (FUTURE) 1-1" CONDUIT BT120-SC-122 KCM BAY 2 AND 7 PLATFORM COMMUNICATIONS CABINET BT120-DC-03 LAYER 2 SWITCH 1-2" CONDUIT TYPE 2 JUNCTION BOX BT120-H H-120 ------ FI III BT120-SC-201 III i I I III f_ 1-1" CONDUIT BT120-SC-155 TYPE 2 JUNCTION BOX BT120-HH-108 04ARCADIS SUBMITTED BY: 4 R. PA GAS 1-2" CONDUIT BT120-SC-121 TYPE 2 JUNCTION BOX BT120-HH-109 1-2" CONDUIT BT120-SC-200 1-2" CONDUIT BT120-SC-138 TO BT120-HH-121 SEE SHEET BT120-JFS208 1-1" CONDUIT BT120-SC-204 PUSH BUTTON AUDIO BT120-PBA-04 (FUTURE) 1-2" CONDUIT BT120-SC-137 I � - 4STm)?IDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH LEGEND: KCM BAY 7 CAT6 CAT6 POE FIBER SPARE CONDUIT 1-1" CONDUIT BT120-SC-193 CANOPY JUNCTION i JUNCTION COLUMN BOX BOX STUB UP BT120-HH-216 BT120-HH-217 BT120-CC-08 Q w cn � W J Z J SOUNDTRANSIT DATE: 12/10/2024 SCALE: NTS FILENAME: S 1-BT120-J-CAN-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 12/10/2024 1-1" CONDUIT BT120-SC-194 ------------ I i CANOPY VMS BT120-VMS-09 EPC CANOPY VMS BT120-VMS-10 EPC STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 SYSTEMS KCM BAY 2 AND 7 RISER DIAGRAM R-4332529 DEVELOPMENT ENGINEERING msippo 11 /25/2025 DRAWING NO.: BT120-J FS207 FACILITY ID: BT120 SHEET No: REV: 607 0 N co co W 0 N O N > z U 0 N m U w c� �I z Q ry I 0 a ry I m 0 I 0 co co 2 't a o ~ I M >Q O Cn 0 N O LO co m 0 12/10/2024 J M JD No. DATE DSN CHK 1-2" CONDUIT BT120-SC-138 TO BT120-HH-109 <1- SEE SHEET BT120-JFS207 TO BT120-HH-109 . SEE SHEET BT120-JFS207 1-2" CONDUIT BT120-SC-202 I I CANOPY VMS BT120-VMS-13 PPL ISSUED FORBID APP REVISION EPC 1-1" CONDUIT BT120-SC-188 1-2" CONDUIT BT120-SC-156 TYPE 2 JUNCTION - BOX BT120-H H-121 1-2" CONDUIT 1-2" CONDUIT BT120-SC-141 BT120-SC-203 f 1-1" CONDUIT BT120-SC-187 _ JUNCTION JUNCTION BOX BOX BT120-HH-212 BT120-HH-211 CANOPY VMS BT120-VMS-14 EPC 1-1" CONDUIT BT120-SC-140 DESIGNED BY: J.MARGOLIS DRAWN BY: W.TURNER CHECKED BY: J.DONG APPROVED BY: P.LAVALLEE 1-2" CONDUIT BT120-SC-139 KCM BAYS 3, 4, 5, & 6 PLATFORM COMMUNICATIONS CABINET BT120-DC-04 LAYER 2 SWITCH IIII 1-2" CONDUIT BT120-SC-149 II IIII TYPE 2 TYPE 2 JUNCTION JUNCTION BOX BOX BT120-HH-111 BT120-HH-112 CANOPY COLUMN STUB UP BT120-CC-15 PUSH BUTTON AUDIO BT120-PBA-06 1-1" CONDUIT (FUTURE) BT120-SC-195 PUSH TYPE 2 BUTTON JUNCTION AUDIO BOX BT120-PBA-08 BT120-HH-114 (FUTURE) TYPE 2 JUNCTION BOX BT120-H H-115 1-2" CONDUIT BT120-SC-150 CANOPY LPL COLUMN - STUB UP BT120-CC-14 PUSH BUTTON 1 AUDIO BT120-PBA-05 (FUTURE) 1-1" CONDUIT BT120-SC-151 1-2" CONDUIT BT120-SC-143 1-2" CONDUIT BT120-SC-196 04ARCADIS SUBMITTED BY: 4c 12/02/2024 R. PARGAS DATE: 12/10/2024 LEGEND: CAT6 CAT6 POE FIBER SPARE CONDUIT NOTE: ALL LINES SHOWN REPRESENT CABLING INSIDE 1-1" CONDUIT UNLESS OTHERWISE NOTED. 1-1.5" CONDUIT BT120-SC-180 JUNCTION JUNCTION BOX BOX -BT120-HH-209 BT120-HH-210 Q w cn 4fTmRIDE W J BRT General Engineering Consultant z REVIEWED BY: J. ALTCHECH mwrm SOUNDTRANSIT DATE: 12/10/2024 1-1" CONDUIT BT120-SC-182 I CANOPY VMS BT120-VMS-11 EPC SCALE: NTS FILENAME: S 1-BT120-J-CAN-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 12/10/2024 CANOPY VMS BT120-VMS-12 EPC 1-1" CONDUIT BT120-SC-181 I i CANOPY VMS BT120-VMS-15 EPC CANOPY VMS BT120-VMS-16 EPC STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 SYSTEMS KCM OTHER BAYS RISER DIAGRAM R-4332530 DEVELOPMENT ENGINEERING msippo 11 /25/2025 DRAWING NO.: BT120-J FS208 FACILITY ID: BT120 SHEET No: REV: 608 0 N co co W 0 N O N Z U 0 N H m V) U w C� I H V) Z Q ry H I c) d Q ry I D m 0 I 0 co 00 LO a o ~ I N >Q O Cn 0 0 LO cy) m PBA INSTALLED B" ^T� '" T( PLATI CONDI T STRIDE PBA COLUMN DETAIL SCALE: NTS 0 1 12/10/2024 1 JM I JD I PPL I ISSUED FOR BID No. I DATE I DSN I CHK I APP I REVISION PBA POLE INSTALLED BY OTHERS (NIC) STALL CONDUIT LEEVE AND CAP LEVEL WITH PLATFORM DESIGNED BY: J.MARGOLIS DRAWN BY: W.TURNER CHECKED BY: J.DONG APPROVED BY: P. LAVALLEE 04ARCADIS SUBMITTED BY: 4 R. PA GAS 4STm)?IDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH Q w cn � w J Z J SOUNDTRANSIT DATE: 12/10/2024 SCALE: 1 if = 1'-0" FILENAME: S 1-BT120-J-CAN-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 SYSTEMS COMMUNICATIONS DETAILS R-4332531 DEVELOPMENT ENGINEERING msippo 11 /25/2025 Ul DRAWING NO.: BT120-JCD204 FACILITY ID: BT120 SHEET No: REV: 609 0 N co co W 0 N 0 N z U 0 N m U w C� I z Q ry cI 0- ry I D m O I 0 co 00 LO a o ~ I N >Q O Cn 0 N O LO cy) m COIL CABLE SECURE TC SOUND TRANSIT CANOPY VMS DETAIL SCALE: NTS KCM RTIS DETAIL SCALE: NTS DESIGNED BY: J.MARGOLIS DRAWN BY: W.TURNER CHECKED BY: J.DONG 0 12/10/2024 JM JD PPL ISSUED FOR BID APPROVED BY: No. DATE DSN CHK APP REVISION P.LAVALLEE CONDUIT INSIDE SHELTER CANOPY ATE SOFFIT, COORDINATE ATION WITH LIGHTING COMMUNICATIONS CABLE IOUNTING PIPE CTRICAL PLAN BT120-EPP211 TO DP215 FOR POWER CABLE kCKET (NIC) SPLAYS (NIC) SHELTER ROOF INSTALL CONDUIT INSIDE SHELTER CANOPY PENETRATE SOFFIT, COORDINATE INSTALLATION WITH LIGHTING FIXTURES SEE ELECTRICAL PLAN EPP211 TO EPP215 FOR POWER CABLE INSTALL COMMUNICATIONS CABLE INSIDE MOUNTING PIPE VMS BRACKET ENCLOSURE. KCM PROCURED, CONTRACTOR INSTALLED. 2 VMS DISPLAYS (NIC) TERMINATE POWER CABLES ON A PLUG INSIDE THE NEMA BOX WITHIN THE VMS BRACKET ENCLOSURE AND COIL THE COMMUNICATION CABLE INSIDE THE ENCLOSURE. 04ARCADIS SUBMITTED BY: 4 R. PA GAS SOFFIT 4STm)?IDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH SHELTER CCTV - DETAIL SCALE: NTS Q w cn � W J Z J SOUNDTRANSIT DATE: 12/10/2024 SCALE: AS NOTED FILENAME: S 1-BT120-J-CAN-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 12/10/2024 GENERAL NOTES: 1. THE TERMS RTIS AND VMS ARE USED INTERCHANGEABLY. RTIS REFERS TO THE KCM CANOPY REAL TIME DISPLAY SYSTEM, VMS IS USED FOR ST REAL TIME DISPLAY SYSTEMS. 2. SEE DWG BT120-SGD113 FOR VMS AND RTIS MOUNTING DETAILS TOP OF CANOPY CONNECT SYSTEMS CONDUIT INTO RECESSED MOUNT ARCHITECTURAL DWG 120-ACP211 TO BT120-ACTP214 FOR SOFFIT gELDETALS TALL RECESSED CEILING MOUNT FLUSH TO FFIT. IINliTALL CCTV CAMERA. RECESS CAMERA SUCH THAT ONLY THE LENS HOUSING IS VISIBLE. STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 SYSTEMS COMMUNICATIONS DETAILS R-4332532 DEVELOPMENT ENGINEERING msippo 11 /25/2025 Ul DRAWING NO.: BT120-JCD205 FACILITY ID: BT120 SHEET No: REV: 610 0 N co co W 0 N 0 N Z U 0 N_ H m U w C�1 z a I c) d ry I D m O I 0 co 00 LO a o ~ I N >a O Cn 0 0 LO cy) m TVM DETAIL FRONT VIEW SCALE: NTS 0 12/10/2024 J M JD No. DATE DSN CHK PPL ISSUED FORBID APP REVISION r TVM CABINET (NIC) CAP AND PULL CORD FOUNDATION SEE STRUCTURAL BT120-SFP212 TOP OF PLATFORM DESIGNED BY: J.MARGOLIS DRAWN BY: W.TURNER CHECKED BY: J.DONG APPROVED BY: P.LAVALLEE PYLON VMS DETAIL SCALE: NTS 04ARCADIS SUBMITTED BY: 4 R. PA GAS NIC) PLAY (NIC) )NDUIT VITH FUTURE =1GHT CURB OF PLATFORM -ALL CONDUIT EVE AND CAP EL WITH L-r-% O RM 4STm)?IDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH Q w cn � W J Z J SOUNDTRANSIT DATE: 12/10/2024 SMART CARD READER (SCR) DETAIL SCALE: NTS SCALE: 1 if = 1'-0" FILENAME: S 1-BT120-J-CAN-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 12/10/2024 SCR AND POLE (NIC) STUB UP CONDUIT TOP OF PLATFORM INSTALL CONDUIT SLEEVE AND CAP LEVEL WITH PLATFORM STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 SYSTEMS COMMUNICATIONS DETAILS R-4332533 DEVELOPMENT ENGINEERING msippo 11 /25/2025 Ul DRAWING NO.: BT120-JCD206 FACILITY ID: BT120 SHEET No: REV: 611 0 N co co O W 0 N O N Z U 0 N m U w C� I H V) Z Q ry H I ry c/)I D m 0 I 0 co 00 LO a o 00 I N >Q O Cn 0 N O L cn CO z 1-0 (D'-- I--- UQ ozz N � �0 mLL w0 C/)U- CONDUIT %-j L-11LV1%-0LI-) NOTES: 1. ALL CONDUITS SHALL HAVE A COUPLING FLUSH WITH THE SURFACE OF THE FOUNDATION AND A NIPPLE THAT EXTENDS 2" UP 2. INSTALL CONDUITS PER WIRE NOTES, SEE PLANS 3. CABINET DOOR SHALL BE ORIENTED AS SHOWN ON THE PLANS. COMMUNICATIONS CABINET FOUNDATION ELEVATION SCALE: NTS DESIGNED BY: J.MARGOLIS DRAWN BY: W.TURNER CHECKED BY: J.DONG 0 12/10/2024 JM JD PPL ISSUED FOR BID APPROVED BY: No. DATE DSN CHK APP REVISION P.LAVALLEE ION CABINET W/ BUSHING (TYP) URE CABINET PULL CORDS FFORM 04ARCADIS SUBMITTED BY: 4 R. PA GAS CONDUIT WITH PULL C FASTEN DECORATIVE LID / AND USE WOOD BLOCKING TO SUPPORT THE DECORATI FRAME PRIOR TO CONCF DECORATIVE LID SHALL BE LEVEL, WITH I DI LID FRAME CONCRETE TOP OF PLATFORM 4STmRIDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH DETAIL SCALE: NTS Q w cn � w J Z J SOUNDTRANSIT DATE: 12/10/2024 i SCALE: NTS FILENAME: S 1-BT120-J-CAN-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 12/10/2024 INSIDE WALL OF JUNCTION BOX TYPE 2 WSDOT JUNCTION BOX SEE CENTER POINT LOCATED ON PLAN SHEETS TYPE 2 WSDOT JUNCTION BOX ID STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 SYSTEMS COMMUNICATIONS DETAILS ;TION BOX ITO ZM D WITH ,H PLATFORM DX LID DICTION BOX L R-4332534 DEVELOPMENT ENGINEERING msippo 11 /25/2025 Ul DRAWING NO.: BT120-JCD207 FACILITY ID: BT120 SHEET No: REV: 612 0 N co co O W 0 N O N Z U 0 N m U w C� I H Z Q ry H I 0 0- ry I D m 0 I 0 co 00 LO d ~ I o Q o � co U) ,�t D N 0 0 LO cy) m ELECTRICAL CONDUIT FROM ELECTRICAL CABII NETWORK COMMUNICAT CONDUIT (FIBER OPTIC) 3' — 5" GROUND VARIES PER CABINET LOCATION. SEE PLANS COMMUNICATION CABINET CENTER CABINET ON PEDESTAL PLATFORM COMMUNICATION CONDUIT (CAT6) FIBER TERMINATION PANEL POE SWITCH WITH EXPANSION AND POWER SUPPLY ON RACK MOUNTED RAIL. PROCURED BY ST FOR CONTRACTORS TO INSTALL CABLE MANAGEMENT MODULAR CAT6 SURGE PROTECTION PIMS STATION CONTROL UNIT (NIC) DRAWER POWER DISTRIBUTION ASSEMBLY CABINET FOUNDATION PEDESTAL STRIP HEATER TO BE 6" HEIGHT. PLAN VIEW NOTE: CONDUITS SHOWN FOR REFERENCE ONLY. SEE PLAN SHEETS FOR QUANTITY AND SIZE OF CONDUIT STUB UPS TO EACH CABINET. ST COMMUNICATIONS CABINET FOUNDATION DETAIL SCALE: NTS GENERAL NOTES: 1. THE ST COMMUNICATIONS CABINET IS POWERED FROM UNINTERRUPTIBLE POWER SUPPLY INSIDE THE CORE FACILITY. SEE DWG B120-EPS102 FOR DETAILS. 32 31 30 29 28 7 26 25� 24 23!�k:23] 2 32 31 30 0 000000 88°°88 0 29 28 27 26 ND 25 24 22 ° ��°21 ° ° 20 20 19 18 7 -1-& 15 14 13 12 11 10 9 8 7 5 4 3 � 1 19 18 17 ° ° 16 'OD 15 14 13 12 11 10 9 8 7 ° V V U li to to l0 0 0 6 5 4 3 2 1 ST COMMUNICATION CABINET ELEVATION DETAIL SCALE: NTS R-4332535 DEVELOPMENT ENGINEERING msippo 11 /25/2025 DESIGNED BY: ky,IP w SCALE: STRIDE BUS RAPID TRANSIT DRAWING NO.: J.MARGOLIS 4 wAs�q� Q BT120-JCD208 DRAWN BY: �c�,�F �f�� U FILENAME: SOUTH RENTON TRANSIT CENTER W.TURNER z �� 04ARCADIS w J S1-BT120-J-CAN-v2020 BT105 FACILITY ID: CHECKED BY: BRT General Engineering Consultant z " SOUNDTRANSIT CONTRACT No.: SYSTEMS BT120 J.DONG �� ��, 32021 �RTA/CN 0205-24 SHEET No: REV: os� 0 12/10/2024 JM JD PPL ISSUED FOR BID APPROVED BY: SSCISTEg ST COMMUNICATIONS CABINET IONAL SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: 613 0 No. DATE DSN CHK APP REVISION P.LAVALLEE 12/02/2024 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 N co co W 0 N O N z a U 0 N m U w c� I z a ry I 0 a ry I D m O I 0 co 00 LO a o � I N >a O Cn 0 0 LO cy) m NETWORK COMMUNK CONDUIT (FIBER OPTI ELECTRICAL CONDUI- FROM ELECTRICAL C) PLAN VIEW NOTE: CONDUITS SHOWN FOR REFERENCE ONLY. SEE PLAN SHEETS FOR QUANTITY AND SIZE OF CONDUIT STUB UPS TO EACH CABINET. KCM COMMUNICATIONS CABINET FOUNDATION DETAIL SCALE: NTS 0 1 12/10/2024 1 JM I JD I PPL I ISSUED FOR BID No. I DATE I DSN I CHK I APP I REVISION DESIGNED BY: J.MARGOLIS DRAWN BY: W.TURNER CHECKED BY: J.DONG APPROVED BY: P. LAVALLEE FIBER TERMINATION PANEL SWITCH WITH EXPANSION AND POWER SUPPLY ON RACK MOUNTED RAIL. PROCURED BY KCM GROUND VARIES PER CABINET FOR CONTRACTORS TO INSTALL LOCATION. SEE PLANS COMMUNICATION CABINET CENTER CABINET ON PEDESTAL PLATFORM COMMUNICATION CONDUIT (CAT6) CABINET FOUNDATION PEDESTAL TO BE 6" HEIGHT. 04ARCADIS SUBMITTED BY: 4 R. PA GAS 4STm)?IDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 IJ.ALTCHECH CABLE MANAGEMENT MODULAR CAT6 SURGE PROTECTION DRAWER UPS UPS BATTERY BACKUP POWER DISTRIBUTION ASSEMBLY STRIP HEATER KCM COMMUNICATION CABINET ELEVATION DETAIL SCALE: NTS Q w cn � W J Z J SOUNDTRANSIT DATE: 12/10/2024 SCALE: NTS FILENAME: S 1-BT120-J-CAN-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 SYSTEMS KCM COMMUNICATIONS CABINET R-4332536 DEVELOPMENT ENGINEERING msippo 11 /25/2025 Ul DRAWING NO.: BT120-JCD209 FACILITY ID: BT120 SHEET No: REV: 614 0 N co co W 0 N O N Z U 0 N H m V1 U w C� I z Q ry I 0 a ry I D m O I 0 co 00 LO a o � I N >Q O Cn 0 0 LO cy) m CONDUIT PENETRATION DETAIL SCALE: NTS 0 1 12/10/2024 1 JM I JD I PPL I ISSUED FOR BID No. I DATE I DSN I CHK I APP I REVISION "' _. 'T^''T'"' or:AM. SEE DWG 0T120-0GP312 FOR DETAILS. CENTER CONDUIT THROUGH PENETRATION NDUIT TO METAL GIRTS WITHIN BEAMS NG CLAMP OP TO METAL GIRT DESIGNED BY: J.MARGOLIS DRAWN BY: W.TURNER CHECKED BY: J.DONG APPROVED BY: P. LAVALLEE 04ARCADIS SUBMITTED BY: 4 R. PA GAS 4STm)?IDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH NOTE: THE NUMBER OF CONDUITS AND THEIR LOCATION RELATIVE TO THE BEAM VARYS BY LOCATION. SEE DWG BT120-JCP206 TO BT120-JCP209 CANOPY JUNCTION BOX DETAIL SCALE: NTS Q w cn � W J Z J SOUNDTRANSIT DATE: 12/10/2024 SCALE: NTS FILENAME: S 1-BT120-J-CAN-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 SYSTEMS CONDUIT PENETRATION DETAIL R-4332537 DEVELOPMENT ENGINEERING msippo 11 /25/2025 DRAWING NO.: BT120-JCD210 FACILITY ID: BT120 SHEET No: REV: 615 0 N co co 0 N O N z U 0 N m 0 w C� I z ry I 0 a ry C/)' D m O I 0 co 00 LO d 0 N >Q O Cn 0 N O LO cy) m CCTV CAMERA INSTALLATION SCHEDULE EQUIPMENT ID LIGHT POLE (IF APPLICABLE) CAMERA NAME TARGET AREA ICAMERATYPEI FOV 1 FOCAL LENGTH FOV 2 FOCAL LENGTH FOV 3 FOCAL LENGTH FOV 4 FOCAL LENGTH FOV 1 IORBI T (0) FOV 2 ORBI T (0) FOV 3 ORBIT (0) FOV 4 ORBIT (0) FOV TILT o FOV 2 TILT (0) FOV 3 TILT (0) FOV 4 TILT (0) BT120-CAM-01 NORTH EAST WALKWAY FENCE SENSOR 1 ON CORRIDOR MODE FACING EAST, SENSOR 4 ON CORRIDOR FACING WEST. OTHER 2 FACING PLATFORM AND WALKWAYS 360 MULTISENSOR 360 MULTISENSOR 6.00 4.00 3.18 7.00 75 60 10 285 25 25 25 25 BT120-CAM-02 35 PARKING LOT PARKING LOT; ESPECIALLY DRIVEWAY ENTRANCE 3.18 4.00 4.00 4.00 0 90 180 270 25 25 25 25 BT120-CAM-03 11 N OF PARKING LOT LIGHT POLE PARKING LOT N OF PARKING LOT LIGHT POLE - 2 DRIVEWAY AND SIDEWALK. VIEWS OF LAYOVER BAY PARKING LOT 360 MULTISENSOR 360 MULTISENSOR 360 MULTISENSOR 3.18 3.18 4.00 4.00 3.18 4.00 4.00 4.00 3.18 4.00 0 90 90 90 180 270 270 270 25 25 25 25 BT120-CAM-04 BT120-CAM-05 50 13 3.18 4.00 0 180 180 25 25 25 25 PARKING LOT AND CROSSWALKS 0 25 25 25 25 BT120-CAM-06 NORTH EAST WALKWAY FENCE SENSOR 1 ON CORRIDOR MODE FACING EAST, SENSOR 4 ON CORRIDOR FACING WEST. OTHER 2 FACING PLATFORM AND WALKWAYS 360 MULTISENSOR 7.00 4.00 3.18 7.00 80 30 320 285 25 25 25 25 BT120-CAM-07 20 BAY 5 AREA LIGHT POLE ROAD AROUND BAY 5; CROSSWALK 360 MULTISENSOR 3.18 4.00 4.00 4.00 0 90 180 270 25 25 25 25 BT120-CAM-08 31 WEST SIDE BIKE LOCKERS BIKE LOCKER, VIEW OF PATHWAY DOWN TO PARKING LOT DRIVEWAY 360 MULTISENSOR 3.18 7.40 3.18 3.18 0 60 180 270 30 22 25 25 BT120-CAM-09 BT120-CAM-10 BT120-CAM-11 BT120-CAM-12 32 26 78 PARKING LOT CES LIGHT POLE KCM CHARGING BAY E CHARGING ELECTRICAL BUILDING SOUTHERN DRIVEWAYS CES AND PARKING LOT 360 MULTISENSOR 360 MULTISENSOR 360 MULTISENSOR 360 MULTISENSOR 3.18 3.18 7.40 3.18 3.18 3.18 3.18 3.18 3.90 3.18 3.18 3.18 0 90 90 30 90 180 180 45 180 270 30 25 25 25 25 25 25 25 ENTIRE CHARGING BAY ENTIRE ROOM, ESP. ENTRANCE. SENSOR 1 TILTED TO COVER BLIND SPOT & ENTERANCE. SENSORS 2, 3, AND 4 ON CORRIDOR MODE TO COVER ENTIRE ROOM. SOUTHERN DRIVEWAYS AND ENTRANCE TO CHARGING CABINETS 0 270 345 270 6.00 3.18 7.00 0 40 25 25 25 3.18 0 25 25 25 25 BT120-CAM-13 75 SOUTH WESTERN PATH - 2 SOUTH WESTERN PATH PED PATH - SENSOR 1 TILTED TO COVER BLIND SPOT PED PATH - SENSOR 1 TILTED TO COVER BLIND SPOT VIEW OF PATHWAY DOWN TO PARKING LOT DRIVEWAY 360 MULTISENSOR 4.00 4.00 4.00 4.00 5.00 5.00 0 60 60 120 270 30 22 25 25 BT120-CAM-14 74 360 MULTISENSOR 4.00 4.00 0 120 270 30 22 25 25 BT120-CAM-15 55 SOUTHERN PARKING LOT 360 MULTISENSOR 4.00 4.00 4.00 4.00 0 30 80 270 30 25 25 25 BT120-CAM-16 73 76 79 EASTERN ENTRANCE SOUTHERN PATHWAYS SOUTHERN PATHWAYS - 2 EASTERN ENTRACE AND PATHWAY. SENSORS 2 AND 4 ON CORRIDOR MODE FOR PATH AND CROSSWALK. 360 MULTISENSOR 360 MULTISENSOR 360 MULTISENSOR 3.18 3.18 3.18 60.00 3.18 3.18 3.18 3.18 3.18 6.00 3.18 0 90 90 90 80 180 180 290 25 25 25 25 BT120-CAM-17 BT120-CAM-18 SOUTHERN PATHWAYS 0 270 25 25 25 25 SOUTHERN PATHWAYS 3.18 0 270 25 25 25 25 BT120-CAM-19 BT120-CAM-100 10 KCM CHARGING BAY W BAY 1 LIGHT POLE COVERS W ENTRNACE TO CHARGING BAY. SENSOR 2 COVERS ROOM, SENSOR 1 N EQUIPMENT & YARD. SENSORS 3 AND 4 TILTED FOR W DOOR AREA. BAY 1 & LAYOVER PLATFORM BAY 1 PLATFORM. SENSOR 1 TILTED FOR BLIND SPOT. 360 MULTISENSOR 360 MULTISENSOR 3.18 3.18 3.18 3.18 10 100 250 315 25 35 35 40 3.18 3.18 3.18 3.18 0 90 180 270 25 25 25 25 BT120-CAM-101 BAY 1 CANOPY - 1 360 MULTISENSOR 4.00 5.00 4.00 4.00 0 90 180 270 50 25 25 25 BT120-CAM-102 BAY 1 CANOPY - 2 TVM LEVEL AND PLATFORM. SENSOR 1 TILTED FOR TVM. 360 MULTISENSOR 3.18 4.00 4.00 4.00 0 90 180 270 45 25 25 25 BT1 20-CAM-1 03 LAYOVER BAY CANOPY - 1 LAYOVER PLATFORM. SENSOR 1 TILTED FOR BLIND SPOT AND VALIDATOR. PLATFORM INCLD PED ENTRANCE. SENSOR 1 TILTED FOR BLIND SPOT. 360 MULTISENSOR 4.00 4.00 4.00 4.00 0 90 180 270 45 25 25 25 BT120-CAM-104 LAYOVER BAY CANOPY - 2 360 MULTISENSOR 3.18 4.00 4.00 4.00 0 90 180 270 45 25 25 25 BT120-CAM-105 BAY 2 CANOPY - 2 BAY 2 PLATFORM INCLD AREA BTWN CANOPIES. SENSOR 1 TILTED FOR SHELTER AND PYLON. 360 MULTISENSOR 3.18 4.00 4.00 4.00 0 90 180 270 45 25 25 25 BT120-CAM-106 BAY 2 CANOPY - 1 BAY 2 PLATFORM. SENSOR 1 TILTED FOR SHELTER. BAY 8 AND TVM. SENSOR 1 TILTED FOR TVM. 360 MULTISENSOR 3.18 4.00 4.00 4.00 0 90 180 270 45 25 25 25 BT120-CAM-107 BAY 8 CANOPY - 2 360 MULTISENSOR 3.18 4.00 4.00 4.00 0 90 180 270 45 25 25 25 BT120-CAM-108 BAY 8 CANOPY - 1 PLATFORM INCLD PED ENTRANCE. SENSOR 1 TILTED FOR BLIND SPOT & SHELTER. 360 MULTISENSOR 3.18 4.00 4.00 4.00 0 90 180 270 45 25 25 25 BT1 20-CAM-1 09 BAY 3 CANOPY - 1 PLATFORM INCLD PED ENTRANCE. SENSOR 1 TILTED FOR BLIND SPOT. BAY 4 PLATFORM. SENSOR 4 IN CORRIDOR MODE FACING BAY 5. SENSOR 3 TILTED FOR BLIND SPOT 360 MULTISENSOR 3.18 4.00 6.00 4.00 0 90 180 270 55 25 25 25 BT1 20-CAM-1 10 BAY 4 CANOPY 360 MULTISENSOR 3.18 3.18 3.18 6.00 0 90 180 280 25 25 25 25 BT120-CAM-111 BAY 7 CANOPY - 1 PLATFORM INCLD PED ENTRANCE. SENSOR 1 TILTED FOR BLIND SPOT. 360 MULTISENSOR 3.18 3.18 3.18 3.18 0 90 180 270 45 25 40 25 BT1 20-CAM-1 12 BT1 20-CAM-1 13 BAY 6 CANOPY BAY 4 LIGHT POLE -WEST SIDE BAY 6 AND 5 PLATFORM. SENSOR 4 IN CORRIDOR MODE FACING BAY 5 BAY 4 AND 6 PLATFORM - SENSORS 1 AND 2 FACING WEST CORRIDOR MODE. OTHER 2 SENSORS FACING CES AT ID LEVEL 360 MULTISENSOR 360 MULTISENSOR 4.00 7.00 4.00 7.00 4.00 3.18 6.00 0 0 90 15 180 80 290 280 25 25 25 25 25 25 25 25 24 3.18 BT1 20-CAM-1 14 24 BAY 4 LIGHT POLE -EAST SIDE SENSOR 1 COVERS BIKE LOCKERS AT ID LEVEL. OTHER 3 SENSORS COVER BAY 4 PLATFORM AND SHELTER BIKE LOCKERS AND AREA BETWEEN BAYS 4 AND 5 360 MULTISENSOR 6.00 4.00 4.00 4.00 0 90 180 270 25 25 25 25 BT1 20-CAM-1 15 25 BAY 5 LIGHT POLE -WEST SIDE 360 MULTISENSOR 7.00 4.00 4.00 4.00 0 80 180 280 25 25 25 25 BT1 20-CAM-1 16 25 BAY 5 LIGHT POLE -EAST SIDE EAST END OF PLATFORM AND DRIVEWAYS 360 MULTISENSOR 6.00 3.18 3.18 3.18 0 90 180 270 25 25 25 25 00 0 DEGREE ARROW SYMBOLS T SEEN ON PLAN VIEWS SENSOR 1 450 3150 ROOF OR TOP SENSOR 4 CAMERA SENSOR(S) ORBIT OF MOUNT IN TRACK MINIMUM TILT 2700 1 i( i )�)v ( � �I 1 900 SENSOR 2 2250 1350 1800 SENSOR 3 CAMERA ORBIT DETAIL SCALE: NTS DESIGNED BY: J.MARGOLIS DRAWN BY: W.TURNER CHECKED BY: J.DONG 0 12/10/2024 JM JD PPL ISSUED FOR BID APPROVED BY: No. DATE DSN CHK APP REVISION P.LAVALLEE CAMERA DOMI CAMERA SENSOI CAMERA TILT DETAIL SCALE: NTS 04ARCADIS SUBMITTED BY: 4 R. PA GAS 65' MAXIMUM TILT Q W U) 4fTm)?IDE W J BRT General Engineering Consultant J DATE: REVIEWED BY: 12/10/2024 IJ.ALTCHECH SCALE: M;rmr=,, NTS FILENAME: S 1-BT120-J-CAN-v2020 SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 GENERAL NOTES: 1. REFER TO SPECIFICATION SECTION 28 20 00: VIDEO SUVEILLANCE STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 SYSTEMS CCTV CAMERA DATA R-4332538 DEVELOPMENT ENGINEERING msippo 11 /25/2025 DRAWING NO.: BT120-JCD211 FACILITY ID: BT120 SHEET No: REV: 616 0 N 0 W 4- 0 N O N J m O N H m U1 U w 0 I H (n Z Q ry H I 0 d Q ry I D m 0 I 0 co 00 d M M 0 66 M QI Cn 0 0 m LABELING SCHEME 02-MDF-R04-P2-2,3 DEVICE PORT LABELING PORT NUMBER(S) PATCH PANEL NUMBER RACK NUMBER MDF ROOM FLOOR NUMBER GENERAL SYMBOLS ROOM ROOM TAG TELECOM ROOM EQUIPMENT SYMBOLS ® 6" WIDE VERTICAL WIRE MANAGER CABLING NOTES 10" WIDE VERTICAL WIRE MANAGER FOR IP-BASED DEVICES WITHIN 295' CABLE LENGTH: PROVIDE OUTDOOR RATED CATEGORY 6A ETHERNET CABLE PROVIDE BUILDING ENTRANCE PROTECTOR TERMINAL(S). 2-POST EQUIPMENT RACK FOR IP-BASED DEVICES OUTSIDE 295" CABLE LENGTH: PROVIDE MINIMUM 6-STRAND MULTIMODE FIBER WITH MEDIA CONVERTER TO NEAREST TELECOM ROOM. INSTALL MEDIA CONVERTER IN A NEMA 4 BOX. / PROVIDE POWER TO FEED MEDIA CONVERTERS AS NEEDED. COORDINATE WITH ELECTRICAL. � WALL MOUNTED EQUIPMENT RACK REQUIREMENTS INFRASTRUCTURE RE Q - - -� TELECOM GROUNDING BUSBAR 1. PROVIDE AND INSTALL DOUBLE -GANG BACK BOX WITH SINGLE - GANG PLASTER RING AND CONDUIT STUB -UP WITH PULLSTRING FROM EACH DEVICE LOCATION TO NEAREST 0 SYSTEM PANEL: HEAD END EQUIPMENT TECHNOLOGY PATHWAY IN ACCESSIBLE CEILING. SIZE CONDUITS NOT TO EXCEED FILL RATIO TABLES ON SHEET JCN001. FIRE RESISTANT 3/4" PLYWOOD BACKBOARD MINIMUM SIZES AS FOLLOWS: 110 BLOCK WITH LEGS 1.1. 1" FOR TELECOMMUNICATIONS 1.2. 1" FOR SECURITY CHAIN LINK FENCE 2. PROVIDE AND INSTALL PATHWAYS AS FOLLOWS: 2.1. CABLE TRAYS ABOVE ACCESSIBLE CEILINGS 2.2. J-HOOKS (ONLY FOR SMALL NUMBER OF CABLES) ABOVE ACCESSIBLE CEILINGS. 2.3. CONDUITS / SLEEVES ABOVE INACCESSIBLE CEILINGS AND THROUGH WALLS, UON. 3. FIRESTOP WALL/FLOOR PENETRATIONS. 4. PROVIDE PULLSTRING TO ALL CONDUITS AND SLEEVES. 5. PROVIDE PLASTIC BUSHINGS ON ALL CONDUIT ENDS. 0 1 12/10/2024 1 DS I MF I DTF I ISSUED FOR BID No. I DATE I DSN I CHK I APP I REVISION DESIGNED BY: D. STOLTZ DRAWN BY: M. SANTO CHECKED BY: M.FREEMAN APPROVED BY: D. TAFT-FARREN ® FLOOR OR SURFACE MOUNTED 208V/120V PANELBOARD .;acobs SUBMITTED BY: 12102124 R. PARGAS 4ST)?IDE BRT General Engineering Consultant DATE: REVIEWED BY: 09/06/2024 J. ALTCHECH Q w U)cn w J Z J SOUNDTRANSIT DATE: 12/04/2024 SCALE: N.T.S. FILENAME: S1-BT120-J-BLD-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 09/06/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 TELECOM SYMBOLS AND LEGEND TRANSIT CENTER R-4332539 DEVELOPMENT ENGINEERING msippo 11 /25/2025 Ul DRAWING NO.: BT120-JCN000 FACILITY ID: BT120 SHEET No: REV: 617 0 N co co O 0 LU 0 N 0 N > 0 J m 0 N am U w 0 �I z Q Q' ~I 0 a Q rI D m of 0 co 00 2 co w nI CY)Q N 66 > Co 0 L N O O �p N cY) o � (.0 m A. TELECOMMUNICATION GENERAL NOTES: 1. ALL STRUCTURED CABLING SYSTEM (SCS) & LOW VOLTAGE (LV) CABLING USED THROUGHOUT THIS PROJECT MUST COMPLY WITH THE REQUIREMENTS AS OUTLINED IN THE STANDARDS, CODES AND LOCAL REGULATIONS FOR THE FOLLOWING: ANSI/TIA-568.0-E, 568.1-E, 568.2-E, 568.3-E, 568.4-E, 568.5, ANSI/TIA-569-E, ANSI/TIA-606-E, ANSI/TIA-607-E, ANSI/TIA-758-B, BICSI TDMM (CURRENT VERSION), NEC ARTICLE 90, ARTICLE 300, NEC ARTICLE 645, NEC ARTICLE 646, NEC ARTICLE 725, NEC ARTICLE 760, NEC ARTICLE 770, NEC ARTICLE 800, NEC ARTICLE 830. THE SCS & TELECOMMUNICATION SYSTEM(S) CABLING MUST MEET ALL LOCAL AND OTHER PREVAILING CODES. 2. ALL SCS & LV CABLING MUST BEAR UL LISTED TYPE CMP (PLENUM RATED). ALL FIBER OPTIC CABLING MUST BEAR OFNP (PLENUM RATED) AND/OR OFNR (RISER RATED) AND/OR OFN/G (GENERAL PURPOSE). THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING APPROPRIATELY RATED CABLE FOR THE ENVIRONMENT IN WHICH IT IS INSTALLED. 3. ALL INSTALLATION MUST BE DONE IN CONFORMANCE WITH ANSI/TIA-568, STANDARDS AND MANUFACTURER'S INSTALLATION GUIDELINES. THE CONTRACTOR MUST ENSURE THAT THE CABLE'S MINIMUM BEND RADIUS AND MAXIMUM PULLING TENSIONS OF THE SPECIFIED DISTRIBUTION CABLES ARE NOT EXCEEDED. THE CABLE BENDS MUST MAINTAIN THE PROPER RADIUS DURING THE PLACEMENT OF THE CABLING. FAILURE TO FOLLOW THE APPROPRIATE GUIDELINES WILL REQUIRE THE CONTRACTOR TO PROVIDE, IN A TIMELY FASHION, ANY ADDITIONAL MATERIAL AND LABOR NECESSARY TO PROPERLY RECTIFY THE SITUATION TO THE SATISFACTION AND WRITTEN APPROVAL OF THE OWNERS REPRESENTATIVE. THIS MUST ALSO APPLY TO ANY AND ALL DAMAGES SUSTAINED TO THE CABLES BY THE CONTRACTOR DURING INSTALLATION. 4. ALL SCS AND/OR LV INSTALLATIONS MUST BE PERFORMED BY TECHNICIANS QUALIFIED FOR THAT SYSTEM. THE LABOR EMPLOYED BY THE CONTRACTOR MUST BE REGULARLY EMPLOYED IN THE INSTALLATION AND REPAIR OF SCS AND/OR LV SYSTEMS AND MUST BE ACCEPTABLE TO THE OWNERS REPRESENTATIVE TO ENGAGE IN THE INSTALLATION AND SERVICE OF THIS SYSTEM. 5. THE MDF AND IDF SPACES ARE DESCRIBED BELOW, AND ENCOMPASS THE AREAS IN WHICH THE COMMUNICATIONS CABLING EXISTS. THESE AREAS INCLUDE (BUT ARE NOT LIMITED TO) THE BACKBOARDS, CABINETS, RACKS, FRAMES, LADDER RACKS, TERMINATION FIELDS, AND PATCH CORDS. THE SCS CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE STANDARDS, CODES AND LOCAL REGULATIONS FOR THESE SPACES, (E.G. ANSI/TIA-606, 607, AND 568 SERIES; NFPA 70 AND ALL APPLICABLE NEC ARTICLES; AND BICSI TDMM (CURRENT VERSION). 6. THE WIRING OF THE SYSTEM MUST BE EXECUTED IN ACCORDANCE WITH THE DRAWINGS AND THE EQUIPMENT MANUFACTURER'S WIRING DIAGRAMS. SHOULD ANY VARIATIONS IN THESE REQUIREMENTS OCCUR, THE CONTRACTOR MUST NOTIFY THE OWNERS REPRESENTATIVE BEFORE MAKING ANY CHANGES. IT MUST BE THE RESPONSIBILITY OF THE CONTRACTOR - AUTHORIZED INSTALLER OF THE APPROVED EQUIPMENT TO INSTALL THE EQUIPMENT AND GUARANTEE THE SYSTEM TO OPERATE AS PER PLANS AND SPECIFICATIONS. 7. ALL MATERIALS MUST BE NEW. NO USED OR RE -MANUFACTURED PARTS OR COMPONENTS WILL BE ACCEPTED. 8. CABLE STORAGE: THE CONTRACTOR MUST NOT ROLL OR STORE CABLE REELS WITHOUT AN APPROPRIATE UNDERLAY AND THE PRIOR WRITTEN APPROVAL OF OWNERS REPRESENTATIVE. 9. SPECIAL EQUIPMENT AND TOOLS: IN ORDER TO ENSURE THE LEAST AMOUNT OF CABLE UNTWISTING, IT IS REQUIRED THAT ALL CABLES MUST BE STRIPPED USING A CABLE MANUFACTURER'S RECOGNIZED SPECIAL TOOL. IT MUST BE THE RESPONSIBILITY OF THE CONTRACTOR TO FURNISH ANY SPECIAL INSTALLATION EQUIPMENT OR TOOLS NECESSARY TO PROPERLY COMPLETE THE SYSTEM. THIS MAY INCLUDE, BUT IS NOT LIMITED TO, TOOLS FOR TERMINATING CABLES, TESTING AND SPLICING EQUIPMENT FOR COPPER/FIBER CABLES, COMMUNICATION DEVICES, JACK STANDS FOR CABLE REELS, OR CABLE WINCHES. 10. UNDER NO CIRCUMSTANCE ARE "CHANNEL LOCKS" OR OTHER PLIERS NOT DESIGNED BY THE SCS MANUFACTURE BE USED TO TERMINATE JACKS OR INSERTS. B. TELECOMMUNICATION PATHWAY NOTES: 1. PATHWAYS CAN BE DIVIDED UP INTO TWO SEPARATE CATEGORIES, OUTSIDE PLANT (OSP) AND INSIDE PLANT (ISP). IT IS THE SCS AND/OR LV SYSTEM(S) CONTRACTOR'S RESPONSIBILITY TO IDENTIFY ALL EXISTING PATHWAYS (CONDUIT, CABLE TRAY, ETC) THAT WILL BE UTILIZED ON THE PROJECT, AND COORDINATE WITH THE ON -SITE ELECTRICAL OR GENERAL CONTRACTOR TO PROVE ALL PATHS SUBJECT TO BE USED ON THIS PROJECT BEFORE INSTALLATION. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF ALL UNDERGROUND (OSP) PATHWAYS, NON -ACCESSIBLE AND OPEN CEILING SPACE PATHWAYS AS DESCRIBED IN SECTION G, CONTRACTOR GUIDELINES OF THESE TELECOMMUNICATION GENERAL NOTES. 2. ALL PULLBOXES MUST BE SIZED AND INSTALLED PER ANSI/TIA-569-E STANDARDS. PULLBOXES FOR IN/UNDER SLAB CONDUIT RUNS ARE NOT PERMITTED UNLESS OTHERWISE NOTED. PULLBOXES FOR OVERHEAD CONDUIT RUNS MUST BE LOCATED ABOVE ACCESSIBLE CEILINGS WITHIN THE ACCESSIBLE CEILING SPACE AND SUPPORTED INDEPENDENTLY FROM THE STRUCTURE AND CONDUIT SUPPORTS. PULLBOXES FOR ROOF MOUNTED OR EXTERIOR ABOVE GRADE APPLICATIONS MUST BE NEMA 3R RATED. PULLBOXES MUST BE SIZED ACCORDING TO THE FOLLOWING: PULLBOX SIZING PER ANSI/TIA-569-E. CONDUIT SIZE WIDTH LENGTH DEPTH WIDTH INCREASE PER ADDITIONAL CONDUIT 1 " 4" 1511 3" 2" 2" 8" 36" 4" 5" 3" 6111 48" 5" 6" 4" 1 101 " 1 6011 1 8" 1 8" --CONTINUED-- 1 06/27/2025 DS MF DTF ADDENDUM #2 0 12/10/2024 DS MF DTF ISSUED FORBID No. DATE DSN CHK APP REVISION DESIGNED BY: D. STOLTZ DRAWN BY: M. SANTO CHECKED BY: M.FREEMAN APPROVED BY: D. TAFT-FARREN FOR FILL RATIO BASED CONDUIT SIZING REFER TO THE FILL RATIO TABLE 1A - 1 B BELOW AND REFERENCE TO ANSI/TIA-569-E. FILL RATIO TABLE 1A - Conduit CONDUIT SIZE .13 .18 .19 .20 .21 .22 .23 .24 .25 .26 .27 .28 .29 .30 .31 .32 .33 .34 .35 .37 .39 3/4" 16 8 7 6 6 5 5 4 4 4 3 3 3 3 2 2 2 2 2 1 1 1" 26 131 12 11 1 9 9 8 7 7 6 6 5 5 4 4 4 4 3 3 3 2 1 1 /4" 45 23 21 19 17 15 14 13 12 11 10 9 9 8 7 7 6 6 6 5 5 1 1 /2" 61 32 28 25 23 21 19 18 16 15 14 13 12 11 10 10 9 8 8 7 6 2" 101 52 47 42 38 35 32 29 27 25 23 21 20 18 17 16 15 14 13 12 11 21/2" 1761 92 82 74 67 61 56 51 47 44 40 38 35 33 31 29 27 25 24 21 19 3" 266 139 124 112 102 93 85 78 72 66 61 57 53 50 46 43 1 41 38 36 32 29 3 1 /2" 347 181 162 146 133 121 111 102 94 86 80 74 69 65 61 57 53 50 47 42 38 4" 1444 231 208 187 170 155 142 130 120,111 103 95 89 83 78 73 68 64 61 54 49 FILL RATIO TABLE 1 B - CONDUIT (EMT EXAMPLE) - 0000aaaaaaaaaaaaaaaaa ©©000000aaaaaaaaaaaaa -o©©©©©©000000aaaaaaaa o©o©©©©©©©00000aaaaaa m:oo©000©©©©©ooaaaaaa mmmmo::oo©©oo©©ooaaaa mm:mmmmmo::0000©oaaaa mmmmmmmmmmmo:o©©©©oaa FILL RATIO TABLE 2A - Cable Tray / Wire Basket / Raceway per NEC 2017 Article 725 RAY SIZE (WXD) .13 .18 .19 .20 .21 .22 .23 .24 .25 .26 .27 .28 .29 .30 .31 .32 .33 .34 .35 .37 .39 4x4 482 251 225 203 184 168 154 141 130 120 111 103 96 90 84 79 74 70 66 59 53 6x4 723 377 338 305 277 252 231 212 195 180 167 155 145 135 127 119 11211051 99 89 1 80 12x4 1447 754 677 661 554 505 462 424 391 361 335 311 290 271 254 238 224 211 199 178 160 18x4 217C11321016 917 831 758 693 636 587 542 503 467 436 407 381 358 336 317 299 267 241 24x4 289 150 135 122 1 109101C 924 849 782 732 671 623 581 543 509 477 449 423 399 357 321 6x6 108 566 508 458 415 379 346 318 293 271 251 233 218 203 190 179 168 158 149 133 120 12x6 21 7C 113 101 E 917 831 758,693 636 587 542,503 467 436,407 381,358 336,317 299 267,241 18x6 325 169 152 137 124 113 1041C955 880 814 754 701 654 611 572 537 505 476 449 401 361 24x6 341226 03 183 166 151 138 127 117 4108 100 935 872 815 763 716 673 634 598 535 482 PATHWAY SEPARATION FROM SOURCE OF ELECTROMAGNETIC ENERGY: CONDITION <2KVA 2-5 KVA >5KVA Unshielded Power Lines in 6" (In.) 12" (In.) 24" (In.) Proximity to open PVC Pathways Unshielded Power Lines in Proximity to 3" (In.) 6" (In.) 12" (In.) Grounded Metallic Pathways Power Lines enclosed in Metal Grounded Pathways in proximity to Grounded Metallic Pathways <1" (In.) 3" (In.) 6" (In.) 3. FOR ALL FIRESTOPPING OF SCS AND LV SYSTEMS PATHWAY RESPONSIBILITIES REFERENCE, PENETRATION OF WALLS, FLOOR AND CEILINGS SECTION OF THESE TELECOMMUNICATION GENERAL NOTES. 4. FOR ALL OTHER SCS AND/OR LV SYSTEMS PATHWAY RESPONSIBILITIES REFERENCE, CONTRACTOR GUIDELINES SECTION OF THESE TELECOMMUNICATION GENERAL NOTES. 5. OUTSIDE PLANT (OSP) PATHWAYS CAN BE BROKEN DOWN INTO THE FOLLOWING ITEMS, MAINTENANCE HOLES, HAND HOLES, PULLBOXES, AND CONDUITS. a. WHILE ENTERING MAINTENANCE HOLES, FOLLOW ALL CODES AND SAFETY PRACTICES OF A "CONFINED SPACE". UTILIZE NECESSARY EQUIPMENT TO MAINTAIN ALL SAFE PULLING TENSIONS FOR THE CABLES TO BE INSTALLED. THIS INFORMATION CAN BE FOUND ON THE CABLE MANUFACTURER'S SPECIFICATIONS SHEETS. b. BEFORE EXITING THE MAINTENANCE HOLE, NOTE ON PAPER OR DIGITAL MEANS THE EXISTING AND NEW CABLE(S) LOCATION(S) AND ROUTE(S), AND PROVIDE A "BUTTERFLY" PRINT TO AHJ AND OWNER'S REPRESENTATIVE. LABEL THE INSTALLED MEDIA PER SPECIFICATIONS. c. WITH DIRECTION OF OWNER OR OWNER'S REPRESENTATIVE, CHOOSE AND PROVE ALL CONDUITS BEFORE THE INSTALLATION OF THE MEDIA. MEASURE ALL PATHWAYS WITH MULE - TAPE PRIOR TO ORDERING MATERIAL. ALL LABOR AND MATERIAL COSTS ASSOCIATED WITH DISCREPANCIES BETWEEN DRAWINGS AND VERIFIABLE SITE CONDITIONS MUST BE BORNE BY CONTRACTOR. COORDINATE WITH THE ELECTRICAL OR GENERAL CONTRACTOR (EC OR GC), IF CONDUITS ARE PLUGGED OR MISSING PULL ROPE. --CONTINUED-- Pacobs SUBMITTED BY: 612 7/2 5 R. PARGAS Q w TmRIDE U) C/) 4S W J BRT General Engineering Consultant z U_ DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH B. (CONT.) TELECOMMUNICATION PATHWAY NOTES: d. TRAIL ALL BACKBONE MEDIA (I.E. COPPER, FIBER OR INNERDUCT) WITH MULE TAPE, MINIMUM 1/2-INCH WIDE AND RATED FOR 2500 LBS WITH FOOTAGE MARK, LABEL AND TIE OFF BOTH ENDS, FOR FUTURE INSTALLATIONS. e. PROVIDE AND INSTALL ALL HARDWARE NECESSARY TO SUPPORT THE CABLING TO THE WALLS OF THE MAINTENANCE HOLE (IF IT DOES NOT ALREADY EXIST). THIS HARDWARE IS TO BE CONSTRUCTED FOR THE AREA IT IS TO BE INSTALLED AND DESIGNED FOR THE PURPOSE INTENDED FOR ITS USE. f. SCS AND/OR LV CONTRACTOR TO PROVIDE EXPANSION PLUGS IN ALL DUCTS/CONDUITS ENTERING THE BUILDING. SEAL ALL UNUSED DUCTS/CONDUITS WITH PLUGS THAT ALLOW THE PULL -STRING TO BE TIED OFF ON THE INSIDE. 6. INSIDE PLANT (ISP) PATHWAYS CAN BE BROKEN DOWN INTO THE FOLLOWING ITEMS, HOLLOW WALL PENETRATION, MEMBRANE PENETRATION, ACCESSIBLE CEILING (I.E. "J" HOOKS), AND CONDUIT. 7. CABLE RACEWAYS AND CONDUITS MUST NOT BE FILLED GREATER THAN FILL RATIO TABLES SHOWN. a. CONDUIT AND PATHWAY ROUTING SHOWN FOR THE SCS AND LV SYSTEMS ARE STRICTLY DIAGRAMMATICAL FOR THE PURPOSE OF THE BID TO ILLUSTRATE GENERAL METHODOLOGY. IT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO DETERMINE THE BEST MEANS & METHODS FOR SCS & TELECOMMUNICATION CONDUIT AND PATHWAY INSTALLATION. ADDITIONALLY IT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO COORDINATE THE INSTALLATION PLAN WITH THE OWNERS REPRESENTATIVE AND ALL TRADES PRIOR TO INSTALLATION. REFER TO PLANS AND GENERAL ELECTRICAL SPECIFICATION FOR ADDITIONAL REQUIREMENTS. b. CONDUIT PATHWAYS MUST BE SUPPLIED BY THE ELECTRICAL OR GENERAL CONTRACTOR AS PER THE DRAWINGS, OTHER CONDUITS (IF ANY) MAY NEED TO BE COORDINATED WITH THE EC AND/OR GC OF THE PROJECT. c. NO CABLE IS TO BE PULLED THROUGH A CONDUIT L-BEND "LB" (CONDULETS) EXCEPT WHEN USING CATEGORY 6 RATED CONDULETS, AND ONLY WHERE SPECIFIED. d. ALL EXPOSED CONDUIT AND HARDWARE MUST BE PAINTED TO MATCH SURROUNDING SURFACES. CONTACT OWNER REPRESENTATIVE FOR PAINT COLORS. DO NOT PAINT CABLES. e. CONDUITS MUST CONTAIN PLASTIC OR NYLON PULL TAPE RATED AT 1250 LBS. WITH A MINIMUM OF 5 FEET OF EXTRA PULL TAPE COILED AT EACH END. f. TERMINATE CONDUIT STUBS AND SLEEVES THAT PROTRUDE THROUGH STRUCTURAL FLOORS 2%3" ABOVE THE FLOOR SURFACE. g. INSTALL BUSHINGS AND BELL ENDS AS REQUIRED ON ALL CONDUITS. h. FLEX CONDUIT IS UNACCEPTABLE FOR USE AS A COMMUNICATIONS CONDUIT EXCEPT AT SEISMIC JOINTS AND/OR IF APPROVED IN WRITING BY THE ENGINEER. i. ALL UNDER SLAB OR IN -SLAB CONDUITS MUST BE INSTALLED IN A MANNER THAT PREVENTS WATER INFILTRATION OF THE CONDUIT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE GROUND WATER, RAIN WATER OR CONSTRUCTION WATER IS PREVENTED FROM ENTERING AND/OR REMOVED FROM THE CONDUITS PRIOR TO PLACEMENT OF COMMUNICATIONS CABLES. SEE ELECTRICAL SPECIFICATIONS, DETAILS AND PLANS FOR ADDITIONAL CONDUIT SEALING REQUIREMENTS. j. PROVIDE LABELING OF EACH CONDUIT PER GENERAL ELECTRICAL SPECIFICATIONS. k. REINSTALL PULL -STRINGS IN ALL SCS AND LV ISP PATHWAYS AFTER USE TO FACILITATE FUTURE ADDITION OF CABLES. I. IT IS THE SCS AND/OR LV CONTRACTOR'S RESPONSIBILITY TO REPORT ANY UNUSABLE OR INADEQUATE CONDUIT RUNS TO THE OWNER PRIOR TO PULLING ANY CABLE. m. PULL BOXES ARE NOT TO BE USED IN LIEU OF A BEND, AND THE CONDUIT MUST EXIT A PULLBOX ON THE WALL OPPOSITE THE WALL ENTERED. n. CONDUITS MUST; • CONTAIN NO CONTINUOUS SECTIONS LONGER THAN 30M (98 FT.) • CONTAIN NO MORE THAN (2) 90° BENDS OR (1) REVERSE BEND WITHOUT INSTALLING A PULLBOX SIZED PER STANDARDS & CODE. o. SPLIT CONDUITS IN PLACE OF PULLBOXES ARE UNACCEPTABLE. p. CONDUIT BEND RADIUS MUST BE; • A MINIMUM OF 6 TIMES THE INTERNAL CONDUIT DIAMETER FOR CONDUITS 2" IN DIAMETER OR LESS. • A MINIMUM OF 10 TIMES THE INTERNAL CONDUIT DIAMETER FOR CONDUITS MORE THAN 2" IN DIAMETER. q. ALL CABLES MUST BE PULLED AT THE SAME TIME TO ACHIEVE THE GREATEST FILL LEVELS. r. CONDUIT RUNS SHOULD BE LESS THAN 50 FEET IN LENGTH (REDUCE THE NUMBER OF CABLES BY 15% FOR CONDUIT RUNS BETWEEN 50 AND 100 FEET. s. PULL BOXES SHOULD BE PLACED EVERY 100 FEET OR IF MORE THAN 180 DEGREES OF BENDS ARE INSTALLED IN THE CONDUIT. Fmsippo EVELOPMENT ENGINEERING --CONTINUED-- R-4332540 11 /25/2025 Ul SCALE: N.T.S. mur FILENAME: S1-BT120-J-BLD-v2020 SOUNDTRANSIT CONTRACT No.: RTA/OA 0206-19 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 STRIDE BUS RAPID TRANSIT DRAWING NO.: SOUTH RENTON TRANSIT CENTER BT120-JCN001 BT105 FACILITY ID: TELECOM BT120 SHEET No: REV: GENERAL NOTES TRANSIT CENTER 618 1 N C'7 C'7 0 LU 0 N O N 0 J m 0 N am U w 0 I Cn z ~I 0 0- ry C/)I D m of 0 co 00 M a 0 M I M >Q Cn 0 CN m B. (CONT.) TELECOMMUNICATION PATHWAY NOTES: t. POWER SEPARATION: • THE CONTRACTOR MUST NOT PLACE ANY DISTRIBUTION CABLING ALONGSIDE POWER LINES, OR SHARE THE SAME CONDUIT, CHANNEL OR SLEEVE WITH ELECTRICAL APPARATUS. AT NO POINT MUST THE COMMUNICATIONS CABLES BE TIED TO POWER CABLES OR OTHER BUILDING SERVICES. STATION CABLES AND TIE CABLES INSTALLED WITHIN CEILING SPACES MUST BE ROUTED THROUGH THESE SPACES AT RIGHT ANGLES TO ELECTRICAL POWER CIRCUITS. • AVOID ELECTROMAGNETIC INTERFERENCE (EMI) BY MAINTAINING ADEQUATE PHYSICAL SEPARATION BETWEEN TELECOMMUNICATION CABLING AND POSSIBLE SOURCES SUCH AS, BUT NOT LIMITED TO, ELECTRIC MOTORS, ELECTRIC PENCIL SHARPENERS, TRANSFORMERS, FLUORESCENT LIGHTS THAT SHARE DISTRIBUTION SPACE WITH TELECOMMUNICATIONS CABLING, COPIERS THAT SHARE WORK AREA SPACE WITH LINE CORDS AND TERMINALS, LARGE FAX MACHINES AND POWER CORDS THAT SUPPORTS SUCH EQUIPMENT. C. TELECOMMUNICATION CABLING NOTES: 1. THE USE OF LUBRICANTS SUCH AS CLEAR GLIDE, TO FACILITATE THE INSTALLATION OF CABLES IN OUTDOOR CONDUITS IS ENCOURAGED FOR FRICTION REDUCTION AND TO MAINTAIN THE REQUIRED PULL TENSION. YELLOW 77 AND POLYWATER IS NOT PERMISSIBLE FOR USE AS A LUBRICANT FOR TELECOMMUNICATION CABLING. THE USE OF OSP, LOW TEMPERATURE CABLE LUBRICANTS ARE NOT ACCEPTABLE IN AN INDOOR PLENUM ENVIRONMENT. UNDER NO CIRCUMSTANCES MUST CABLE PULLING LUBRICANT BE ALLOWED TO ACCUMULATE ON WALLS, FLOORS, BACKBOARDS, OR OTHER SURFACES OUTSIDE THE CONDUIT. 2. ANY CABLE DAMAGED OR EXCEEDING RECOMMENDED INSTALLATION PARAMETERS DURING INSTALLATION MUST BE REPLACED BY THE CONTRACTOR BEFORE FINAL ACCEPTANCE AT NO COST TO THE OWNER. 3. EACH RUN OF CABLE BETWEEN THE TERMINATION BLOCK OR PATCH PANEL AND THE STATION CONNECTOR MUST BE CONTINUOUS WITHOUT ANY JOINTS OR SPLICES. 4. ALL STATION CABLE MUST BE PLACED IN THE INTERIOR OF WALLS UNLESS OTHERWISE NOTED OR OBSTRUCTED. 5. PROVIDE BUSHINGS, GROMMETS AND STRAIN -RELIEF FOR CABLES TERMINATING AT WALL - MOUNTED OUTLETS AND PATCH PANELS TO ENSURE DURABLE AND ROBUST CONNECTIONS. THE BUSHINGS AND GROMMETS ARE INTENDED TO PROTECT THE CABLES FROM ANY SHARP EDGES THAT PRESENT A RISK TO THE CABLES. ENSURE THAT ALL SHARP EDGES ARE COVERED TO PROTECT THE CABLES FROM DAMAGE. 6. ALL CABLE BUNDLES EXITING FLOOR OR WALL PENETRATIONS AND RUNNING INTO FURNITURE OR CASEWORK MUST BE WRAPPED IN SPIRAL WRAP OR SPLIT -LOOM TUBING TO PROTECT THE CABLING AND PROVIDE A NEAT INSTALLATION. 7. ALL CABLE OR INNERDUCT MUST RUN PARALLEL OR AT RIGHT ANGLES TO BUILDING WALL STRUCTURES. 8. IN SUSPENDED CEILING AND RAISED FLOOR AREAS WHERE DUCT, CABLE TRAYS OR CONDUIT ARE NOT AVAILABLE, CABLE BUNDLES MUST BE SUPPORTED VIA "J" HOOKS ATTACHED TO THE BUILDING STRUCTURE AND FRAMEWORK AT A MAXIMUM OF FOUR (4) FOOT INTERVALS. MINIMUM 1" WIDE J-HOOKS MUST BE APPROPRIATELY SIZED TO ALLOW A MINIMUM OF 60% SPARE CAPACITY FOR FUTURE CABLE INSTALLATION. THE CONTRACTOR MUST INCLUDE ALL COSTS IN BASE BID FOR ANY ADDITIONAL SUPPORTS/SEISMIC BRACING REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION. 9. THE CONTRACTOR MUST BUNDLE, IN BUNDLES OF 24 OR LESS, STATION OR OTHER CABLING WITH 3/4" HOOK AND LOOP STRIPS SIMILAR TO VELCRO "ONE WRAP", TIGHT ENOUGH TO HOLD THE BUNDLE TOGETHER IN A CYLINDRICAL SHAPE, BUT NOT SO TIGHT AS TO DEFORM THE CABLE GEOMETRY. IT MUST BE POSSIBLE TO COMPLETELY ROTATE ALL HOOK AND LOOP TIES AROUND ALL CABLE BUNDLES. PLENUM RATED HOOK AND LOOP TIES WILL BE USED IN ANY PLENUM AREAS. 10. CABLES OR J-HOOKS MUST NOT BE ATTACHED TO LIFT OUT CEILING GRID SUPPORTS OR LAID DIRECTLY ON THE CEILING GRID. 11. CABLES OR J-HOOKS MUST NOT BE ATTACHED TO OR SUPPORTED BY FIRE SPRINKLER HEADS OR DELIVERY SYSTEMS OR ANY ENVIRONMENTAL SENSOR LOCATED IN THE CEILING AIR SPACE 12. WHERE ADDITIONAL CONDUIT(S)/SLEEVE(S) ARE REQUIRED, BUT NOT PROVIDED BY THE ELECTRICAL CONTRACTOR, THE SCS AND/OR LV CONTRACTOR MUST BE RESPONSIBLE TO PROVIDE SUCH CON DUIT(S)/SLEEVE(S). CONDUIT(S) AND SLEEVE(S) MUST BE OF SUITABLE MATERIAL, SIZED, INSTALLED, FIRE -STOPPED, AND GROUNDED AS REQUIRED BY THE NEC 2020, ANSI/TIA-569-E STANDARD AND ALL OTHER APPLICABLE CODES AND STANDARDS. SLEEVES MUST CONSIST OF METALLIC CONDUIT DE -BURRED AND GROMMETTED ON BOTH ENDS WITH FLANGES OR OTHER MEANS TO PREVENT THE SLEEVE FROM SLIPPING OR FALLING OUT OF THE PARTITION. SLEEVES MUST EXTEND A MINIMUM OF 6" ON BOTH SIDES OF THE PARTITION. OUTSIDE PERIMETER OF SLEEVES MUST BE SEALED AGAINST SOUND, AIR, WATER, HEAT, OR AS REQUIRED BY PARTITION DESIGN. INSIDE OF SLEEVE MUST BE SEALED SIMILARLY AFTER INSTALLATION OF ALL CABLING. CABLES MUST BE INDEPENDENTLY SUPPORTED ON EITHER SIDE OF THE SLEEVE. SLEEVES MUST NOT BE USED AS CABLE SUPPORTS. ANY CONDUIT(S) AND SLEEVE(S) ADDED BY THE SCS CONTRACTOR MUST BE APPROVED BY THE OWNERS REPRESENTATIVE PRIOR TO ROUGH -IN. 13. IN THE EVENT CONTRACTOR IS REQUIRED TO REMOVE CEILING TILES, SUCH WORK MUST NOT BREAK OR DISTURB GRID. REMOVAL OF THE CEILING GRID MUST BE COORDINATED WITH THE OWNERS REPRESENTATIVE. ALL INSULATION MUST BE REPLACED IN ITS ORIGINAL LOCATION. 0 12/10/2024 DS MF No. DATE DSN CHK DTF ISSUED FORBID APP REVISION --CONTINUED-- DESIGNED BY: D. STOLTZ DRAWN BY: M. SANTO CHECKED BY: M.FREEMAN APPROVED BY: D. TAFT-FARREN 14. THE NUMBER OF CABLES IN EACH CONDUIT MUST BE CONTROLLED TO ALLOW FOR FUTURE CABLE INSTALLATION AND TO STAY WITHIN THE MANUFACTURER'S MAXIMUM ALLOWABLE CABLE PULLING TENSION. CONDUIT FILL RATIOS MUST NOT EXCEED THE CURRENT REQUIREMENTS OF THE NEC 2020, ANSI/TIA-569-E, REFERENCE SECTION B.2, TABLES 1 AND 2 OF THIS DOCUMENT FOR ADDITIONAL REQUIREMENTS. 15. CONDUITS: • ALL BACKBONE CABLING WILL RUN THROUGH DEDICATED CONDUITS. • ALL NEW CONDUITS WILL BE SUPPLIED WITH A PULL STRING BY THE ELECTRICAL CONTRACTOR. • EXISTING CONDUITS MUST BE PROVEN TO BE CLEAR BY THE SCS AND/OR LV CONTRACTOR PRIOR TO PULLING OF CABLES. • SCS AND/OR LV CONTRACTOR MUST SUPPLY PULL STRING AND PULL ROPE FOR THE INSTALLATION OF ALL CABLES IN EXISTING CONDUITS. • FOR ALL CONDUITS LEFT WITH AVAILABLE CAPACITY, SCS AND/OR LV CONTRACTOR MUST REPLACE PULL STRINGS DURING THE COURSE OF WORK. • SCS AND/OR LV CONTRACTOR MUST SEAL ALL CONDUITS WITH AN APPROVED SEALING COMPOUND. D. TELECOMMUNICATION GROUNDING SYSTEM NOTES. 1. THE ELECTRICAL CONTRACTOR MUST PROVIDE A TELECOMMUNICATION GROUNDING BUSSBAR (PBB) AND TELECOMMUNICATION BONDING BACKBONE (SBB) CABLE(S) AT EACH MDF ROOM AND IDF LOCATION. TERMINATE THE SBB ON GROUND BARS LOCATED AT EACH MDF ROOM AND IDF CABINET FROM BUILDING STEEL OR MAIN ELECTRICAL GROUND, OR AS OTHERWISE INDICATED ON THE DRAWINGS. 2. THE SCS CONTRACTOR MUST UTILIZE A TELECOMMUNICATIONS BONDING BACKBONE (SBB) AS INDICATED IN THE DRAWINGS. GROUNDING MUST BE IN ACCORDANCE WITH THE NEC 2020, ANSI/TIA-607-E.1 AND ALL LOCAL CODES AND PRACTICES. 3. THE SCS CONTRACTOR MUST BE RESPONSIBLE FOR BONDING ALL METALLIC SHEATH COMMUNICATIONS CABLES ENTERING THE BUILDING PER MANUFACTURER SPECIFICATIONS AND NEC 770-33, 800-33 AND 800-40. ALL GROUNDS MUST CONSIST OF A COLOR GREEN #6-AWG COPPER WIRE AND MUST BE SUPPLIED FROM AN APPROVED BUILDING GROUND AND BONDED TO THE MAIN ELECTRICAL GROUND. ALL CABLE SHEATHS AND SPLICE CASES MUST BE GROUNDED TO A TELECOMMUNICATIONS GROUND BUS. 4. THE SCS CONTRACTOR MUST PROVIDE GROUNDING AND BONDING FROM ALL HORIZONTAL EQUIPMENT INCLUDING DISTRIBUTION AND CROSS CONNECT FRAMES, PATCH PANELS, CABLE TRAYS, EQUIPMENT RACKS, LADDER TRAYS, CONDUITS, ACTIVE TELECOMMUNICATION EQUIPMENT, SLEEVES, TEST APPARATUS. EQUIPMENT MUST BE BONDED TO THE SBB GROUND BARS UTILIZING A #6-AWG GREEN CONDUCTOR WITH 2-HOLE LONG BARREL COMPRESSION GROUNDING LUGS. a. EACH EQUIPMENT CABINET AND RACK REQUIRES ITS OWN DEDICATED RACK GROUNDING BUSBAR (RGB) WITH A BONDING CONNECTION TO THE GROUNDING INFRASTRUCTURE. THE GROUNDING INFRASTRUCTURE CONSIST OF A SBB, BY PROVIDING EVERY RACK/CABINET WITH ITS OWN DEDICATED #6 AWG (MIN.) GREEN CONDUCTORS BACK TO THE TMGB (TELECOMMUNICATIONS MAIN GROUNDING BUSBAR) / PBB (PRIMARY BUS BAR). ALL GROUND CONDUCTOR ATTACHMENTS MUST UTILIZE 2-HOLE LONG BARREL COMPRESSION LUGS. b. HORIZONTAL CABLES MUST BE GROUNDED IN COMPLIANCE WITH NFPA 70 (NEC) AND LOCAL REQUIREMENTS AND PRACTICES. c. IN RAISED -FLOOR ENVIRONMENTS, THE GROUND CONDUCTOR MUST ATTACH TO THE LOWEST HOLES ON THE FRONT RAIL OF EACH RACK/CABINET. d. RACK MOUNTED EQUIPMENT MUST BE GROUNDED VIA THE CHASSIS, IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. e. BONDING OF LADDER RACK SECTIONS: ATTACH BONDING STRAPS TO EACH LADDER RACK SECTION BY UTILIZING EITHER TWO (2) TRI- LOBULAR THREAD -FORMING SCREWS (NOT SELF -TAPPING OR SHEET METAL SCREWS) OR BY USING TWO (2) STANDARD BOLTS WITH TWO (2) "TYPE B" INTERNAL / EXTERNAL TOOTH LOCK WASHERS PER BOLT. IF THREAD -FORMING SCREWS ARE NOT USED, REMOVE PAINT AT EACH CONNECTION POINT AND USE AN APPROVED ANTI -OXIDANT PRIOR TO ATTACHING THE BONDING STRAP. E. TERMINAL BACKBOARDS NOTES. 1. WHERE INDICATED ON DRAWINGS, ELECTRICAL CONTRACTOR TO PROVIDE NEW PLYWOOD TERMINAL BACKBOARDS. USE DOUGLAS FIR PLYWOOD, INTERIOR A/C GRADE, FINISHED ONE SIDE AND PRIME COAT PAINTED ON ALL SURFACES WITH A FINISH COAT OF FIRE RETARDANT WHITE ENAMEL. ON EACH PLYWOOD SHEET LEAVE ONE (1) FIRE MARSHAL STAMP UNPAINTED FOR INSPECTION. UNLESS OTHERWISE INDICATED, USE 8'-0" HIGH X LENGTH AS SHOWN ON DRAWINGS X 3/4" THICK PLYWOOD. REFERENCE BACKBOARD ELEVATIONS FOR MORE INFORMATION. F. PENETRATIONS OF WALLS, FLOORS AND CEILINGS NOTES. 1. UNLESS SPECIFICALLY SHOWN ON THE DRAWINGS, THE CONTRACTOR MUST MAKE NO PENETRATION OF FLOORS, WALLS OR CEILING WITHOUT THE PRIOR WRITTEN APPROVAL OF THE OWNERS REPRESENTATIVE. 2. WALL PENETRATIONS: a. THE SCS AND/OR LV CONTRACTOR MUST PROVIDE FIRE STOPPING FOR ALL COMMUNICATIONS RATED (AND IN SOME CASES NON -RATED, THAT WILL BE DESCRIBED BELOW THIS SECTION) PATHWAYS AND SPACES. THESE FIRE STOPPING DEVICES MUST CONFORM TO (BUT NOT LIMITED TO) UL 1479, ASTM E814, BICSI TDMM, FIRE STOPPING, ANSI/TIA-568.0-E, ANSI/TIA-569-E, ANSI/TIA-569 ANNEX A AND TDMM 14TH EDITION - FIRESTOPPING CHAPTER, STANDARD FOR INSTALLING COMMERCIAL BUILDING TELECOMMUNICATIONS CABLING, SECTION 5, CLAUSE 5.1 THROUGH 5.2.3, MANUFACTURES GUIDELINES OR OTHER PREVAILING CODE AND MUST BE AN APPROVED UL LISTED SYSTEM. --CONTINUED-- .;acobs SUBMITTED BY: 12102124 R. PARGAS Q w _4fTmRIDE U) � W J BRT General Engineering Consultant z LL DATE: REVIEWED BY: 09/06/2024 J. ALTCHECH b. CABLE TRAY FIRE -STOPPING MUST UTILIZE THE MULTI GANG FIRE -STOPPING SYSTEM THAT WILL BE ABLE TO STACK THE UNITS HORIZONTALLY AND/OR VERTICALLY IF REQUIRED DUE TO CURRENT AND/OR FUTURE CABLING DESIGNS. c. THE CONTRACTOR MUST INSTALL PENETRATION FIRE -STOP SEAL MATERIALS IN ACCORDANCE WITH DESIGN REQUIREMENTS, AND MANUFACTURER'S INSTRUCTIONS. d. THE CONTRACTOR'S INSTALLER MUST BE CERTIFIED, LICENSED OR OTHERWISE QUALIFIED BY THE FIRE -STOPPING MANUFACTURER AS HAVING BEEN PROVIDED THE NECESSARY TRAINING TO INSTALL MANUFACTURER'S PRODUCTS PER SPECIFIED REQUIREMENTS. e. ALL THROUGH -PENETRATION MUST BE A MANUFACTURED, UL CLASSIFIED, FIRE -STOP DEVICE / SYSTEM DESIGNED TO ALLOW CABLES TO PENETRATE FIRE -RATED WALLS WITH A BUILT-IN FIRE SEALING SYSTEM THAT AUTOMATICALLY ADJUSTS TO THE AMOUNT OF CABLES INSTALLED. THE FIRE -STOPPING DEVICE MUST BE CAPABLE OF INSTALLATION IN NEW CONSTRUCTION OR RETROFIT IN EXISTING STRUCTURES. f. THE CONTRACTOR MUST NOT USE CONCRETE OR OTHER NON -REMOVABLE SUBSTANCE FOR FIRE STOPPING ON CABLE TRAYS, WIREWAYS OR CONDUITS. CONTRACTORS WHO USE THIS METHOD WILL BE REQUIRED TO REPLACE ALL CABLES AFFECTED AND PROVIDE THE ORIGINAL SPECIFIED ACCESS TO EACH EFFECTED AREA. THIS REQUIREMENT ALSO APPLIES TO MAINTAINING FIRE RATINGS OF ALL FLOORS PENETRATED BY CONDUITS OR DEVICES DESIGNATED FOR USE BY VOICE AND DATA CABLING. g. ANY PENETRATIONS THROUGH FIRE -RATED WALLS FOR CABLE PATHWAYS / CABLES MUST BE SEALED BY USE OF A NON -PERMANENT FIRE BLANKET OR OTHER METHOD IN COMPLIANCE. THE CONTRACTOR MUST USE FIRE STOPPING ON CABLE TRAYS, WIREWAYS AND CONDUITS EITHER VERTICAL OR HORIZONTAL. FOUR DIFFERENT METHODS OF FIRE -STOPPING HAVE BEEN IDENTIFIED FOR THE HORIZONTAL THROUGH PENETRATIONS BETWEEN WALLS, RATED, RATED WITH ACOUSTIC PROPERTIES, NON -RATED, AND NON -RATED WITH ACOUSTIC PROPERTIES. BELOW ARE METHODS TO ACCOMPLISH THESE DIFFERENT TYPES: • SEALING OF RATED OPENINGS BETWEEN FLOORS OR THROUGH RATED WALLS, WHETHER EXISTING OR CREATED BY THE CONTRACTOR FOR PLACEMENT OF CABLE MUST BE THE RESPONSIBILITY OF THE CONTRACTOR. SEALING MATERIAL AND APPLICATION MUST BE AN APPROVED UL LISTED SYSTEM AND MUST BE ACCOMPLISHED IN SUCH A MANNER THAT IS ACCEPTABLE TO THE LOCAL FIRE AND BUILDING AUTHORITIES HAVING JURISDICTION OVER THIS WORK. CREATION OF SUCH OPENINGS AS ARE NECESSARY FOR CABLE PASSAGE BETWEEN LOCATIONS AS SHOWN ON THE DRAWINGS MUST BE THE RESPONSIBILITY OF THE CONTRACTOR. ANY OPENINGS CREATED BY OR FOR THE CONTRACTOR AND LEFT UNUSED MUST ALSO BE SEALED AS PART OF THIS WORK. • RATED WALLS WITH THROUGH PENETRATIONS WITH ACOUSTIC PROPERTIES MUST BE INSTALLED WITH FACTORY MANUFACTURED DEVICE. SUCH AS A STI "EZ PATH" OR WIREMOLD "FLAMESTOPPER" OR EQUAL. THE TYPICAL STC RATING IS TO BE EQUAL TO OR GREATER THAN THE WALL PENETRATED, (AVG IS A RATING OF 44 STC PER UBC RATINGS). • NON -RATED PATHWAY, ALTHOUGH NOT REQUIRED TO BE FIRE -STOPPED, MUST BE A MANUFACTURED DEVICE THAT WILL ALLOW FIRE -STOPPING TO BE INSTALLED IN THE FUTURE IF REQUIRED, (I.E. WIREMOLD "FLAMESTOPPER" OR EQUAL). • A NON -RATED PATHWAY WITH ACOUSTIC PROPERTIES CAN BE FOUND IN AREAS SUCH AS, CONFERENCE ROOMS, HUMAN RESOURCE OFFICES, MEDICAL EXAMINATION ROOMS ETC. THESE ROOMS REQUIRE TO LIMIT THE AMOUNT OF AMBIENT NOISE THAT CAN TRAVEL FROM ONE ROOM TO THE OTHER THROUGH THE CEILING GRID. IF THIS WALL IS PENETRATED, INSTALL A SYSTEM THAT WILL RE-ESTABLISH THE STC RATING OF THE WALL, THE TYPICAL STC RATING IS AN AVERAGE OF 44 STC PER UBC RATINGS. SCALE: M;rmr=,, N.T.S. FILENAME: S1-BT120-J-BLD-v2020 SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: SUBMITTAL DATE: 12/04/2024 09/06/2024 -CONTINUED-- R-4332541 DEVELOPMENT ENGINEERING msippo 11 /25/2025 U1 STRIDE BUS RAPID TRANSIT DRAWING NO.: SOUTH RENTON TRANSIT CENTER BT120-JCN002 BT105 FACILITY ID: TELECOM BT120 SHEET No: REV: GENERAL NOTES TRANSIT CENTER 619 0 N C'7 co O 0 LU 0 N O N > 0 m 0 N co U w 0 �I z Q ry I 0 0- I W D m 0 I 0 co co 2 � d co �n .. QI � Cn 0 0 m G. CONTRACTOR(S) GUIDELINES. 1. ALL TELECOMMUNICATION WORK MUST COMPLY WITH APPLICABLE FEDERAL, STATE, AND LOCAL CODES. WHERE THE CONSTRUCTION DOCUMENTS INDICATE MORE RESTRICTIVE REQUIREMENTS, THE DOCUMENTS MUST GOVERN BUT THE CONSTRUCTION DOCUMENTS MUST NOT BE INTERPRETED AS AUTHORITY TO VIOLATE ANY CODE OR REGULATION. 2. IN THE EVENT OF A CONFLICT OR INCONSISTENCY BETWEEN ITEMS INDICATED ON THE PLANS AND/OR SPECIFICATIONS OR WITH CODE REQUIREMENTS, THE NOTE, CODE OR SPECIFICATION WHICH PRESCRIBES AND ESTABLISHES THE MORE COMPLETE JOB OR THE HIGHER STANDARD MUST PREVAIL. 3. OMISSIONS FROM THE DRAWINGS OR SPECIFICATIONS OR THE MIS -DESCRIPTION OF DETAILS OF WORK WHICH ARE CLEAR AND NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH ARE CUSTOMARILY PERFORMED, MUST NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS -DESCRIBED DETAILS OF THE WORK BUT THEY MUST BE PERFORMED AS IF FULLY AND CORRECTLY SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. 4. THE CONTRACTOR MUST CHECK ALL DRAWINGS FURNISHED, IMMEDIATELY UPON THEIR RECEIPT AND MUST PROMPTLY NOTIFY THE OWNER OF ANY DISCREPANCIES. 5. ALL MATERIALS AND EQUIPMENT MUST BE NEW AND MUST BEAR THE UNDERWRITERS LABEL (UL) AND MUST BE INSTALLED IN THE MANNER FOR WHICH THEY ARE DESIGNED AND APPROVED. 6. THE CONTRACTOR MUST NOT BORE, NOTCH OR IN ANY WAY CUT INTO ANY STRUCTURAL MEMBER WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT OR STRUCTURAL ENGINEER. 7. ALL CHANGES TO STRUCTURES (BUILDING, DRILLING, CORING, ETC.) NOT SHOWN ON THE DRAWINGS MUST BE APPROVED IN WRITING BY STRUCTURAL ENGINEER. 8. FOR PURPOSES OF CLEARNESS AND LEGIBILITY, THE TELECOM DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC. THE SIZE AND LOCATION OF EQUIPMENT IS SHOWN TO SCALE WHEREVER POSSIBLE. THE CONTRACTOR MUST VERIFY ALL CONDITIONS, DATA INFORMATION AS INDICATED ON THE DRAWINGS AND IN THE SPECIFICATION SECTIONS WHERE SCS AND LOW VOLTAGE WORK INTERFACES WITH OTHER TRADES. 9. THE CONTRACTOR MUST MAINTAIN AS -BUILT DRAWINGS TO REFLECT ALL CHANGES MADE DURING CONSTRUCTION AND ANY DEVIATIONS FROM THE ELECTRICAL AND TELECOMMUNICATION DRAWINGS. THIS INCLUDES DEVIATIONS FROM OUTLET NUMBERS AND ANY ADDITION, DELETION OR RELOCATION OF OUTLETS SHOWN ON WORKING DRAWINGS, PATHWAY ADDITIONS, DELETIONS OR RELOCATIONS. THE CONTRACTOR MUST AFTER COMPLETION OF JOB, PROVIDE THE OWNER AN ELECTRONIC AND HARD COPY OF AS -BUILT WORK. 10. ANY DEVIATIONS FROM PLANS OR SPECS MUST BE APPROVED IN WRITING BY THE OWNER'S REPRESENTATIVE. 11. ALL FOOTAGES ON DRAWINGS ARE ESTIMATED AND MUST BE VERIFIED BY CONTRACTOR PRIOR TO ORDERING MATERIAL. 12. ALL STATION CABLES MUST BE NEATLY DRESSED AND SECURED EVERY FIVE FEET AT A MINIMUM. 13. THE CONTRACTOR MUST BE RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF CEILING TILE INCLUDING REPLACEMENT OF BROKEN OR DAMAGED TILES. 14. ALL LOCATIONS PASSING THROUGH A FIRE OR A SMOKE BARRIER MUST BE FIRE STOPPED USING APPROVED (UL CLASSIFIED) FIRE STOP SYSTEM, INSTALLED PER THE MANUFACTURER'S INSTRUCTIONS AND PROPERLY LABELED. 15. CONDUIT MUST BE FILLED TO MAXIMUM CAPACITY (PER CODE, STANDARDS, AND NORMS) BEFORE UTILIZING ANOTHER VACANT CONDUIT. 16. ALL STATION OUTLETS AND TERMINALS MUST BE PROPERLY IDENTIFIED USING THE OWNER'S STANDARD INTERNAL DISTRIBUTION NUMBERING SCHEME. ALL LABELS MUST BE PREPRINTED OR TYPED. 17. EACH BACKBONE RISER AND/OR OSP CABLE MUST BE EQUIPPED WITH A PERMANENT LABEL INDICATING CABLE TYPE, PAIR OR OPTIC COUNTS, DISTANT ENDS, AND CABLE LENGTH. BOTH ENDS OF EACH CABLE AND AT EVERY MAINTENANCE HOLE, HAND HOLE, AND PULL BOX, MUST BE SO LABELED. 18. FIBER BACKBONE CABLE MUST BE PLACED WITH 6 FOOT MAINTENANCE LOOP AT BOTH ENDS OF THE RUN. THE MAINTENANCE LOOP MUST BE SECURED IN SUCH A MANNER TO PROVIDE PROTECTION DURING SUBSEQUENT CABLE PULLS. 19. ALL STATION CABLES/OUTLETS MUST BE TESTED AND DOCUMENTED USING A PAIR SCANNER SPECIFICALLY DESIGNED TO TEST THE TYPE OF CABLE INSTALLED (E.G. CATEGORY 6A). TEST RESULTS MUST BE ONE PAGE PER AND NOTED WITH THE STATION/JACK NUMBERING SCHEME THAT IS STANDARDIZED FOR THE OWNER. 20. ALL FIBER OPTIC STATION AND RISER CABLE MUST BE TESTED END -TO -END AND THE RESULTS (LOSS IN dB) NOTED ON A SEPARATE TYPED SHEET. 21. AFTER STATION CABLE IS TESTED AND DOCUMENTED, ONE PAIR FROM EACH VOICE STATION MUST BE CROSS CONNECTED THROUGH EACH CLOSET BACK TO THE MAIN DISTRIBUTION FRAME. TELEPHONE NUMBER ASSIGNMENTS FOR EACH JACK MUST BE APPROVED BY THE TELECOM STAFF PRIOR TO IMPLEMENTATION. A WRITTEN RECORD OF ALL CROSS CONNECT ASSIGNMENTS WILL BE PROVIDED TO THE OWNER BY THE SCS CONTRACTOR. 22. FIBER CABLES MUST BE SPLICED TOGETHER USING A FUSION SPLICE AND PLACED IN A FIBER SPLICE CASE THAT IS RE -ENTERABLE, FULLY DRESSED AND ENCLOSED TO FIT THE NUMBER AND TYPE OF CABLES TERMINATED. --CONTINUED-- 0 12/10/2024 1 DS MF DTF I ISSUED FOR BID No. DATE DSN CHK APP I REVISION DESIGNED BY: D. STOLTZ DRAWN BY: M. SANTO CHECKED BY: M.FREEMAN APPROVED BY: D. TAFT-FARREN 23. LADDER RACK MUST BE PLACED IN MDF AND IDF(S) AS SHOWN ON DRAWINGS AND AS REQUIRED TO PROPERLY SECURE CABLES AND WIRE. 24. A BACKBONE CABLE ASSIGNMENT RECORD SHEET MUST BE PREPARED (TYPED) PRIOR TO START OF ACCEPTANCE TESTING. ALL FLOOR PLANS MUST BE NEATLY HAND NOTED WITH STATION JACK NUMBER AND CABLE LENGTH. 25. ALL CABLES MUST BE CLEARLY LABELED WITH CABLE NUMBERS, PAIR ASSIGNMENTS AND DESIGNATION. 26. ALL CABLE TRAYS, LADDER RACKS, CONDUITS, EQUIPMENT RACKS, PROTECTOR PANELS, AND CABLE SHEATHS MUST BE BONDED & GROUNDED TO EQUIPMENT GROUND WITH #6 WIRE (MIN.) 27. ALL SPLICES MUST BE CONTAINED WITHIN AN APPROVED SPLICE CASE DESIGNED FOR MULTIPLE CLOSURE. 28. ALL SPLICES MUST UTILIZE 3M 710 MODULES. ALL CABLES MUST BE EQUIPPED TO PROVIDE A CONTINUOUS BOUND OF CABLE SHIELDS THROUGH ALL SPLICES. 29. PULL TAPES MUST BE PLACED IN ALL VACANT CONDUITS. 30. ALL WORK MUST BE COMPLETED IN A NEAT AND PROFESSIONAL MANNER. THE WORK SITE MUST BE KEPT CLEAN AND ALL DAMAGE TO OWNER'S PROPERTY REPAIRED. 31. THE CONTRACTOR MUST BE RESPONSIBLE FOR CONDUCTING A FINAL CLEANUP OF THE WORK SITE PRIOR TO FINAL SYSTEM ACCEPTANCE. 32. CONTRACTOR MUST REMOVE ALL COPPER, FIBER AND COAXIAL CABLES ABANDONED IN CONDUIT, CEILINGS AND WALLS PER NEC. CABLE MUST INCLUDE ALL INTRABUILDING, RISER SYSTEMS AND STATION CABLES FOR ALL LOW VOLTAGE/TELECOMMUNICATION/STRUCTURED CABLING SYSTEMS. 33. CONTRACTOR(S) MUST VERIFY ALL SITE CONDITIONS PRIOR TO BID. 34. IN ACCESSIBLE CEILING SPACES; a. THE ELECTRICAL CONTRACTOR MUST PROVIDE THE REQUIRED STUB UP(S) / OUT(S) AND BOXES WITH MUD -RINGS TO THE NEAREST ACCESSIBLE CEILING SPACE AND / OR NEAREST TELECOMMUNICATION PATHWAY INFRASTRUCTURE, REFERENCE PLANS AND SPECIFICATION FOR MORE INFORMATION. b. THE DESIGNATED SCS / TELECOMMUNICATION CONTRACTOR(S) MUST PROVIDE A J-HOOK PATHWAY SYSTEM AND REQUIRED SLEEVES. DO NOT USE CEILING TILE WIRE HANGERS, WATER OR ELECTRICAL PIPES, OR LIGHT FIXTURES TO HANG CABLE. CABLE MUST BE A MINIMUM OF 6 INCHES ABOVE THE CEILING TILE AND MUST NOT COME WITHIN TWELVE INCHES OF A LIGHT FIXTURE. • THE SCS / TELECOMMUNICATION CONTRACTOR WILL PROVIDE THE PATHWAY REQUIRED FOR THE STRUCTURE CABLING SYSTEMS. • THE DESIGNATED LOW VOLTAGE / TELECOMMUNICATION CONTRACTOR(S) FOR EACH SUB -SYSTEM WILL PROVIDE THE PATHWAY REQUIRED FOR THE SYSTEMS, OUTSIDE WHAT IS CONSIDERED THE STRUCTURED CABLING SYSTEM. 35. IN INACCESSIBLE AND HARD LID CEILING SPACES; a. THE ELECTRICAL CONTRACTOR MUST PROVIDE ALL CONDUIT PATHWAYS, BOXES ETC. FOR A COMPLETE SYSTEM FROM THE MDF ROOM, IDF ROOM(S), IDF CABINET(S), AND ALL OTHER LOW VOLTAGE / TELECOMMUNICATION SYSTEMS HEADEND, CABINETS, TERMINAL CABINETS, ETC. TO THE POINT OF TERMINATION AT THE STATION END LOCATION PER PLANS AND SPECIFICATION. pacobs SUBMITTED BY: 1210212" R. PARGAS --END-- TmRIDE 4S BRT General Engineering Consultant DATE: REVIEWED BY: 09/06/2024 J. ALTCHECH Q w U)� W J Z J SOUNDTRANSIT DATE: 12/04/2024 SCALE: N.T.S. FILENAME: S1-BT120-J-BLD-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 09/06/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 TELECOM GENERAL NOTES TRANSIT CENTER R-4332542 DEVELOPMENT ENGINEERING msippo 11 /25/2025 DRAWING NO.: BT120-JCN003 FACILITY ID: BT120 SHEET No: REV: 620 0 N co 0 W 0 N 0 N J m 0 N T_ co Cn 0 w 0 I z Q I 0 0- I Cn D m 0 I 0 co co 2 LL co co Q I T--- Cn ,zj- D 0 N o cn TELECOM GENERAL NOTES 1. THE LOCATIONS AND ELEVATIONS OF TECHNOLOGY DEVICES SHOWN ON THESE DRAWINGS ARE SCHEMATIC UNLESS ACTUAL DIMENSIONS ARE SHOWN ON THE DRAWINGS. REFER TO THE ARCHITECTURAL PLANS AND OBTAIN THE APPROVAL OF THE ARCHITECT FOR THE ACTUAL LOCATIONS AND ELEVATIONS OF ALL DEVICES. 2. CONTRACTOR MUST ENSURE THAT ALL MOUNTING HEIGHTS COMPLY WITH CURRENT ADA REQUIREMENTS. 3. ABOVE COUNTER DEVICES MUST BE MOUNTED 8" ABOVE COUNTER OR A MAXIMUM OF 44" AFF (TO TOP OF DEVICE). 4. PROVIDE SUPPORTS AND ANCHORING FOR PIPING, CONDUIT, DUCTS, EQUIPMENT, AND OTHER NON-STRUCTURAL ELEMENTS. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 5. FIRESTOPPING: ALL PENETRATIONS THROUGH RATED WALLS AND FLOORS AND CONDUIT/SLEEVE OPENINGS MUST BE SEALED WITH UL LISTED MATERIAL CAPABLE OF PREVENTING THE PASSAGE OF FLAMES, HOT GASSES AND SMOKE WHEN SUBJECTED TO THE REQUIREMENTS OF THE TEST STANDARD SPECIFIC FOR APPLICABLE CODES. 6. ALL COMMUNICATIONS CONDUIT, CABLE TRAYS, LADDER RACKS AND EQUIPMENT RACKS MUST BE BONDED TO BUILDING GROUND SYSTEM PER NEC 250 AND ANSI/TIA-607-E.1. 7. LABEL ALL CLOSETS, RACKS, FRAMES, CABINETS, TERMINATION BLOCKS, CABLES, TERMINATIONS, RACEWAYS, ETC. IN ACCORDANCE WITH ANSI/TIA-606-E. 8. ALL COMMUNICATIONS RACEWAYS AND PATHWAYS MUST BE INSTALLED TO MINIMIZE UNNECESSARY CABLE LENGTHS AND MAINTAIN INDUSTRY STANDARD LENGTH LIMITATIONS FOR HORIZONTAL CABLE DISTRIBUTION (E.G CAT.6). BASIC LINK CABLE LENGTH MUST NOT EXCEED 295 FT (90M) FOR UTP CABLE, 150 FT (45M) FOR SERIES-6 COAXIAL CABLE. 9. ALL COMMUNICATIONS CABLE MUST BE PLENUM RATED (CMP), RISER RATED (CMR) AND UNDERGROUND RATED (WATERBLOCK) ACCORDING TO USE AND ENVIRONMENTAL CONDITIONS. 10. PROVIDE PROTECTIVE BUSHINGS ON ALL COMMUNICATIONS CONDUITS AND WHERE CABLING ROUTES THROUGH METAL STUDS. 11. ALL NON -ARMORED FIBER OPTIC CABLE MUST BE INSTALLED IN APPROVED INNERDUCT. 12. ALWAYS INSTALL LOW -VOLTAGE CABLES IN CONDUITS, CABLE TRAYS, WIREWAYS OR OTHER APPROVED CABLE MANAGEMENT DEVICES OR SYSTEMS. NEVER INSTALL CABLES IN SUCH A MANNER THAT THEY ARE SUPPORTED BY CEILING SYSTEMS (CEILING TILE OR GRID, GYPSUM BOARD, LATH & PLASTER), HVAC DUCTS OR PIPES, LIGHTING FIXTURES, ELECTRICAL CONDUITS OR CABLES, PLUMBING/FIRE PROTECTION PIPES, OR ANY OTHER DEVICES NOT INTENDED FOR THE SUPPORT OF LOW -VOLTAGE CABLING. 13. EXPOSED LOW -VOLTAGE CABLES MUST NOT BE PAINTED. ANY PAINTED CABLES MUST BE REMOVED AND REPLACED WITH NEW CABLES. 14. PROVIDE WEATHERPROOF, IN -USE COVER FOR EXTERIOR DATA DEVICES. 15. ALL CABLE TRAY MOUNTING HEIGHTS INDICATED ON FLOOR PLANS ARE TO THE BOTTOM OF CABLE TRAY SUPPORTS. 16. SEISMIC BRACING FOR ALL CABLE TRAYS MUST BE PROVIDED AS REQUIRED BY CODE, LOCAL GOVERNING JURISDICTION AND CABLE TRAY MANUFACTURER SPECIFICATIONS. 17. ALL CABLE TRAY ROUTING THROUGH ELECTRICAL ROOMS MUST BE FULLY ENCLOSED. REFER TO CABLE TRAY DETAILS AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 18. CABLE TRAY AND CABLE ROUTING ARE INTENDED TO SUPPORT ALL TYPES OF TELECOMMUNICATIONS CABLING AS DEFINED IN TIA-569-E. 19. RACEWAYS AND CABLE MUST BE RUN CONCEALED IN FINISHED SPACES UNLESS OTHERWISE INDICATED. 20. ALL TELECOM CABLING IN EXPOSED CEILING SPACES MUST BE IN CONDUIT. ALL CONDUIT IN LOBBIES, VESTIBULES, OPEN OFFICE SPACES, ETC. MUST BE CONCEALED IN PIPE COLUMNS, CURTAIL -WALL MULLIONS AND RECESSED ALONG BEAMS. 21. REUSABLE VELCRO TIES MUST BE USED TO BUNDLE OR MANAGE CABLES. PLASTIC ZIP TIES ARE NOT APPROVED FOR USE. 22. SIZE AND ORIENTATION OF ALL TELECOM PULL -BOXES MUST MEET OR EXCEED THE BICSI TDMM REQUIREMENTS. 23. ALL LOW -VOLTAGE CONDUIT LARGER THAN 2" MUST HAVE A MINIMUM BEND RADIUS OF 10 TIMES THE INSIDE DIAMETER FOR ALL ELBOWS. ALL LOW -VOLTAGE CONDUIT 2" AND SMALLER MUST HAVE A MINIMUM BEND RADIUS OF 6 TIMES OF THE INSIDE DIAMETER FOR ALL ELBOWS. 24. ALL CONDUITS MUST BE INSTALLED WITH PULL -MULE TAPE, 1/2-INCH WIDE, RATED FOR 1250 LBS WITH FOOTAGE MARKS. 25. THE TELECOMMUNICATIONS CONTRACTOR RESPONSIBLE FOR ALL OF THE WORK DESCRIBED IN THESE CONTRACT DRAWINGS AND SPECIFICATIONS MUST BE REFERRED TO THROUGHOUT THESE DOCUMENTS AS THE 'CONTRACTOR'. 26. THE CONTRACTOR MUST ADHERE TO ALL BUILDING RULES AND REGULATIONS. DESIGNED BY: D. STOLTZ DRAWN BY: M. SANTO CHECKED BY: M.FREEMAN 0 12/10/2024 DS MF DTF ISSUED FORBID APPROVED BY: No. DATE DSN CHK APP REVISION D. TAFT-FARREN TELECOM GENERAL NOTES CONT. 27. THESE COMMUNICATIONS DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE COMMUNICATIONS SPECIFICATION DOCUMENTS, SHOULD THERE BE ANY DISCREPANCIES BETWEEN THE DRAWINGS AND THE SPECIFICATIONS. THE CONTRACTOR MUST BRING IT TO THE IMMEDIATE ATTENTION OF THE CONSTRUCTION MANAGER. 28. THE CONTRACTOR MUST BE RESPONSIBLE FOR REPORTING ANY DISCREPANCIES BETWEEN THESE CONTRACT DRAWINGS AND ACTUAL FIELD CONDITIONS, ANY DISCREPANCIES ARE TO BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER. 29. ALL CONDUITS AND SLEEVES DESIGNATED FOR COMMUNICATIONS USE, WHETHER THEY ARE UTILIZED BY THE CONTRACTOR OR NOT, MUST BE FIRE STOPPED. 30. THE CONTRACTOR MUST BE RESPONSIBLE FOR COORDINATION WITH OTHER TRADES AND DRAWINGS. FURTHERMORE, THE CONTRACTOR MUST COORDINATE THE SEQUENCE OF WORK WITH THE CONSTRUCTION MANAGER. 31. BACKBOXES, CONDUITS, STUB -UPS, AND CABLE TRAY OUTSIDE THE TELECOM ROOMS MUST BE PROVIDED BY ELECTRICAL CONTRACTOR. 32. CABLE TRAY INSIDE THE TELECOM ROOMS MUST BE PROVIDED BY THE SCS/LV CONTRACTOR. 33. THE ENTIRE CABLE PLANT MUST BE TESTED AS OUTLINED IN THE SPECIFICATIONS. 34. REFER TO THE SPECIFICATIONS FOR ADDITIONAL ABBREVIATIONS AND ACRONYMS. 35. THE CONTRACTOR MUST PROVIDE ALL CABLE, HARDWARE AND EQUIPMENT SHOWN ON THESE DRAWINGS EXCEPT WHERE OTHERWISE NOTED. 36. THE CONTRACT DRAWINGS OF ALL TRADES INCLUDING ARCHITECTURAL, STRUCTURAL, HVAC, ELECTRICAL, PLUMBING, COMM, SECURITY ETC ARE PART OF THIS PACKAGE. THE TELECOMMUNICATIONS CONTRACTOR MUST REVIEW THE DRAWINGS OF ALL OTHER TRADES AND OBTAIN PERTINENT INFORMATION THAT PERTAINS TO THE TELECOM WORK AND IS SHOWN OR INDICATED ON OTHER TRADE DRAWINGS. NO EXTRAS WILL BE PERMITTED DUE TO THE FAILURE OF THE CONTRACTOR TO COMPLY WITH THIS REQUIREMENT. AFTER REVIEW OF ALL DOCUMENTS IF THE CONTRACTOR FEELS SOMETHING IS NOT IN THEIR SCOPE OF WORK, CONTRACTOR MUST TAKE EXCEPTION DURING BID SUBMISSION AND CLEARLY INDICATE THE SCOPE OF WORK FOR WHICH CONTRACTOR IS TAKING THE EXCEPTION. 37. THE CONTRACTOR MUST MAINTAIN A RUNNING UPDATE OF ALL FIELD OR CONTRACT DOCUMENT CHANGES AND UPDATE THEIR "AS BUILT" DRAWINGS AS AN ONGOING PROCESS. 38. ALL EQUIPMENT, CABLING. RACEWAY, ETC, MUST BE GROUNDED IN ACCORDANCE WITH THE SPECIFICATIONS. PROVIDE GROUND CONDUCTORS, GROUND CLAMPS, COMPRESSION TAPS, LUGS, ETC, AS REQUIRED FOR CONNECTION TO THE TELECOMMUNICATIONS GROUNDING AND BONDING SYSTEM (AS REQUIRED). TELECOMMUNICATIONS GROUNDING AND BONDING SYSTEM MUST BE PROVIDED BY DIVISION 26, INCLUDING BUT NOT LIMITED TO: BONDING CONDUCTOR FOR TELECOMMUNICATIONS, TELECOMMUNICATIONS GROUNDING BUSBAR, TELECOMMUNICATIONS BONDING BACKBONE, GROUNDING EQUALIZER AND BONDING CONDUCTORS TO BUILDING STEEL (WHERE APPLICABLE), POWER PANELS (WHERE APPLICABLE) AND CONDUITS. DIVISION 27 CONTRACTOR TO PROVIDE PRIMARY AND SECONDARY BUSBARS FOR TELECOMMUNICATIONS ROOMS, AND COORDINATE WITH DIVISION 26 CONTRACTOR ON THE FINAL LOCATIONS AND BONDING. 39. CONTRACTOR TO COORDINATE WITH SECURITY DRAWINGS, CIVIL AND SITE PLANS FOR CABLING DISTRIBUTION TO SITE PLAN SECURITY CAMERAS, AND OTHER ELEMENTS. 40. USE PULLBOXES WHEREVER THE BENDS IN A CONDUIT RUN EXCEED 180-DEGREES. 41. TELECOMMUNICATION CONTRACTOR MUST COMPLY WITH ZONE 4 SEISMIC REQUIREMENTS FOR ALL EQUIPMENT RACKS, CABLE TRAYS, AND ANY OTHER EQUIPMENT THAT REQUIRES BRACING OR STRUCTURAL SUPPORT, COORDINATE WITH STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO COMMENCEMENT. 42. COORDINATE WITH BMS CONTRACTOR FOR DATA REQUIREMENTS. 43. UNLESS OTHERWISE NOTED, ALL CONDUIT MUST BE MIN. 1" ELECTROMETALLIC TUBING (EMT) AND RUN WITHIN WALLS. 44. ALL ETHERNET NETWORK CABLING IS CATEGORY 6A, CMP. pacobs SUBMITTED BY: 1210212" R. PARGAS 4fTmRIDE BRT General Engineering Consultant DATE: REVIEWED BY: 09/06/2024 J. ALTCHECH Q w cncn W J Z J SOUNDTRANSIT DATE: 12/04/2024 SCALE: N.T.S. FILENAME: S1-BT120-J-BLD-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 09/06/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 TELECOM GENERAL NOTES TRANSIT CENTER R-4332543 DEVELOPMENT ENGINEERING -r msippo 11 /25/2025 DRAWING NO.: BT120-JCN004 FACILITY ID: BT120 SHEET No: REV: 621 0 N O 0 W 0 N O N J m O N H m W U w 0 I H W Z Q ry H I 0 d ry W I D m 0 I 0 co 00 LL M �r) M QI Cn 0 CN m SECURITY GENERAL NOTES A. THE LOCAL GENERAL CONTRACTOR (GC) IS RESPONSIBLE FOR CONDUIT RACEWAYS, BACK BOXES AND TO PROVIDE AND INSTALL NECESSARY DOOR LOCKING HARDWARE (ELECTRICAL OR OTHER) ELECTRICAL LOCKING HARDWARE TO BE INSTALLED TO THE INSIDE JAMB AND TESTED PRIOR TO SECURITY CONTRACTORS ARRIVAL. ON SITE, SECURITY CONTRACTOR (SC) TO PROVIDE IP CAMERA SYSTEMS, REX DEVICES, CARD READERS. AND INSTALLATION LABOR, INCLUDING FINAL CONNECTIONS. PROGRAMMING AND TESTING. B. SECURITY CABLING SHALL BE COMPLETED BY THE SECURITY CONTRACTOR DESIGNATED VENDOR. THE CABLE SHALL BE INSTALLED FROM THE SECURITY CONTROL PANEL TO THE DOOR THAT IT SERVICES. THERE SHALL BE APPROPRIATE SERVICE LOOP AT EACH END TO REACH THE FIELD DEVICES, THE CONDUIT REQUIREMENTS ARE LISTED BELOW FOR VARIOUS DOOR TYPES. C. THE NETWORK CABLE FOR THE VIDEO CAMERAS IS TO BE TERMINATED AND TESTED PRIOR TO THE INSTALLATION OF THE CAMERAS. THE HORIZONTAL CABLING SHALL BE TERMINATED AT THE TELECOM ROOM TO THE PATCH PANEL AND LABELED. D. THE FIELD END SHALL TERMINATE ON A 8P8C RJ45 OUTLET MOUNTED IN A SINGLE GANG SURFACE MOUNT BLOCK AND BE LABELED IN THE SAME MANNER AS THE PATCH PANEL. A 10, PATCH CORD SHALL BE INSTALLED BY SECURITY CONTRACTOR, AND CONNECTED TO THE NETWORK OUTLET PROVIDED, TO ALLOW FOR THE EXACT PLACEMENT OF THE CAMERA DEVICES. E. DOOR HARDWARE AND WIRING TO THE HINGES IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. SECURITY CONTRACTOR SHALL MAKE THE INTERCONNECTIONS OF THE GENERAL CONTRACTOR PROVIDED LOCKING HARDWARE TO THE ACCESS CONTROL SYSTEM. F. ACCESS CONTROL SYSTEM & EQUIPMENT SHALL BE INSTALLED, UTILIZING OWNER IT NETWORK INFRASTRUCTURE STANDARDS, THE ACCESS CONTROL SYSTEMS SHALL BE INSTALLED IN THE TELECOM ROOM ON A PLYWOOD SHEET UTILIZING A CHASE FOR WIRE MANAGEMENT PER DRAWINGS, THE IP INFORMATION IS TO BE PROVIDED TO THE SECURITY CONTRACTOR BY OWNER. G. VIDEO CAMERAS SHALL BE CONNECTED TO RACK MOUNTED NETWORK SWITCHES IN THE TELECOM ROOM AND PROVIDED BY THE SECURITY CONTRACTOR, NETWORK SWITCHES SHALL BE CONNECTED TO THE VIDEO SURVEILLANCE SYSTEM NETWORK VIDEO SERVER IN THE TELECOMMUNICATIONS ROOM. VIDEO SURVEILLANCE SYSTEM SERVER SHALL BE CONNECTED TO THE OWNER IT NETWORK. H. CONDUIT FOR DOOR CONTACT DEVICES SHALL BE 1" EMT CONDUIT. I. CONDUIT FOR POWER TRANSFER HINGE SHALL BE 1" EMT CONDUIT. J. CONDUIT FOR SECURITY CAMERA SHALL BE 1" EMT CONDUIT. K. THE SYSTEM SHALL UTILIZE CARD READERS, BADGES SHALL BE COORDINATED WITH THE SITE OWNER BY SECURITY CONTRACTOR. ALL ACCESS CONTROL SYSTEM CABLES TO BE PLENUM RATED. L. DOOR DETAILS ARE TYPICAL FOR CONDUIT AND BACK BOX EMT REQUIREMENTS. REFER TO FLOOR PLANS FOR ACTUAL DEVICE LOCATION AT EACH DOOR. M. ALL JUNCTION BOXES SHALL BE MOUNTED ON THE PROTECTED SIDE OF THE DOOR. N. WHERE NO FINISHED CEILING EXISTS, JUNCTION BOXES OVER DOORS SHALL BE PLACED AT LEAST NINE INCHES FROM BOTTOM OF BOX TO TOP OF DOOR AS SPACE PERMITS, BOX COVER TO BE ACCESSIBLE, COORDINATE LOCATION WITH OTHER TRADES. O. RECESSED CONTACTS SHALL BE INSTALLED WITHIN SIX INCHES FROM LATCH SIDE OF DOOR. HANDBOX SHALL BE CENTERED ON CONTACT LOCATION. WIRING FOR DEVICES ON DOUBLE DOORS SHALL BE RUN THROUGH HOLLOW METAL FRAMES. P. THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL NECESSARY DOOR LOCKING HARDWARE WHICH IS TO BE INSTALLED TO THE INSIDE JAMB AND TESTED PRIOR TO THE SECURITY CONTRACTOR ARRIVAL. SECURITY CONTRACTOR TO COORDINATE AS REQUIRED. Q. FOR INSTALLATION OF ELECTROMAGNETIC LOCKS, ELECTRIFIED MORTISE LOCKS AND ELECTRICAL STRIKES, FOLLOW MANUFACTURER'S INSTRUCTIONS. 0 1 12/10/2024 1 DS I MF I DTF I ISSUED FOR BID No. I DATE I DSN I CHK I APP I REVISION DESIGNED BY: D. STOLTZ DRAWN BY: M. SANTO CHECKED BY: M.FREEMAN APPROVED BY: D. TAFT-FARREN SECURITY GENERAL NOTES CONT. R. SECURITY DEVICES SHALL BE MOUNTED ON BACKBOXES, AS SHOWN IN INSTALLATION DETAILS. UNLESS OTHERWISE NOTED, CONDUITS, PULL STRINGS, BACKBOXES AND BUSHINGS SHALL BE PROVIDED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. S. SECURITY CONTRACTOR SHALL COORDINATE FINAL QUANTITIES, LOCATIONS AND STYLES WITH ELECTRICAL CONTRACTOR AND ARCHITECT. T. PANEL COUNTS AND CONNECTIONS ARE FOR REFERENCE ONLY. CONFIRM ALL COUNTS AND PANEL LAYOUT BASED ON DEVICE COUNTS. U. ALL FIBER IS PROVIDED BY TELECOM CONTRACTOR. V. SECURITY CABLING SHALL BE COMPLETED BY THE SECURITY CONTRACTOR UNLESS OTHERWISE NOTED, CABLE SHALL BE INSTALLED FROM THE TELECOM ROOM TO THE DOOR THAT IT SERVICES WITH AN APPROPRIATE SERVICE LOOP AT EACH END TO REACH FIELD DEVICES. W. NETWORK CABLE FOR VIDEO CAMERAS SHALL BE PROVIDED BY THE TELECOM CONTRACTOR AND IS TO BE TERMINATED AND TESTED PRIOR TO THE INSTALLATION OF CAMERAS, HORIZONTAL CABLING SHALL BE TERMINATED AT THE TELECOM ROOM TO THE PATCH PANEL AND LABELED AS 'CAM#' THAT CORRELATES TO THE CAMERA NUMBER IDENTIFIED ON THE SECURITY DRAWINGS. X. THE FIELD END OF NETWORK CABLE FOR VIDEO CAMERAS SHALL TERMINATE TO A SURFACE MOUNTED BOX AND LABELED IN THE SAME MANNER AS THE PATCH PANEL. A 10, PATCH CORD SHALL BE INSTALLED IN THE OUTLET TO ALLOW EXACT PLACEMENT OF THE CAMERAS. Y. SECURITY SYSTEMS AND EQUIPMENT SHALL BE INSTALLED UTILIZING OWNER IT NETWORK INFRASTRUCTURE STANDARDS. IP INFORMATION IS TO BE PROVIDED TO THE SECURITY CONTRACTOR BY THE OWNER AND/OR THE IT STAFF. Z. VIDEO CAMERAS SHALL BE CONNECTED TO SECURITY CONTRACTOR PROVIDED RACK MOUNTED NETWORK SWITCHES IN TELECOM ROOMS. NETWORK SWITCHES SHALL BE CONNECTED TO THE VIDEO SURVEILLANCE SYSTEM SERVER IN THE MDF, VIDEO SURVEILLANCE SYSTEM SERVER SHALL BE CONNECTED TO THE OWNER IT NETWORK. .;acobs SUBMITTED BY: 12102124 R. PARGAS 4ST)?IDE BRT General Engineering Consultant DATE: REVIEWED BY: 09/06/2024 J. ALTCHECH Q w U)cn w J Z J SOUNDTRANSIT DATE: 12/04/2024 SCALE: N.T.S. FILENAME: S1-BT120-J-BLD-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 09/06/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 TELECOM GENERAL NOTES TRANSIT CENTER R-4332544 DEVELOPMENT ENGINEERING msippo 11 /25/2025 Ul DRAWING NO.: BT120-JCN005 FACILITY ID: BT120 SHEET No: REV: 622 0 N co co w 0 N 0 N J m 0 N_ H m 0 LU c� I z ~I 0 a ry I m 0 I 0 c0 00 LO � M �0 c QI N Cn � 0 L N O O �p N cy) o m OUTLET PATHWAY SCHEDULE HORIZONTAL CABLE SCHEDULE SHARED SERVICES OUTLET PORT CONFIGURATION PATCH CORDS PATCH CORDS NUMBERED SYMBOL SUBSCRIPT DESCRIPTION PATHWAY BACKBOX TYPE RING MOUNTING HEIGHT FACEPLATE REFER TO DETAIL T av sec 1 2 3 4 5 6 WORK AREA TELECOM AREA NOTES 2 2-PORT DATA WALL OUTLET (1) 1" CONDUIT 5" x 5" x 2.875" X - - 1-GANG REDUCER 18" AFF, U.O.N. A A - - - - 2-PORT, FLUSH OFOI OFOI BT120-JCD501 DETAIL 3, BT120-JCD503 DETAIL 1 W 1-PORT PHONE WALL OUTLET (1) 1" CONDUIT 5" x 5" x 2.875" X - - 1-GANG REDUCER 48" AFF, U.O.N. A - - - - - STAINLESS STEEL 1-PORT, FLUSH OFOI OFOI BT120-JCD501 DETAIL 1, BT120-JCD503 DETAIL 1 . CAM FLUSH MOUNT, SECURITY CAMERA (1) 1" CONDUIT 5" x 5" x 2.875" X - - N/A 120"+ AFF, U.O.N. A - - - - - 1-PORT, SURFACE MOUNT BOX CFCI CFCI REFER TO SECURITY DETAILS ACS ACCESS CONTROL SYSTEM (1) 1" CONDUIT 5" x 5" x 2.875" X - X 1-GANG REDUCER 48" AFF, U.O.N. A - - - - - 1-PORT, FLUSH CFCI CFCI BT120-JCD501 DETAIL 2, BT120-JCD503 DETAIL 1 CAM DATA, SECURITY CAMERA (1) 1" CONDUIT 5" x 5" x 2.875" X - X N/A CEILING HEIGHT, U.O.N. A - - - - - 1-PORT, SURFACE MOUNT BOX CFCI CFCI REFER TO SECURITY DETAILS ® WAP OUTLET, WIRELESS ACCESS POINT (1) 1" CONDUIT 5" x 5" x 2.875" X - - N/A CEILING HEIGHT, U.O.N. A - - - - - 1-PORT, SURFACE MOUNT BOX CFCI OFOI BT120-JCD502, BT120-JCD503 DETAIL 1 GENERAL NOTES: NUMBERED NOTES: CABLE SERVICE TYPES AND TERMINATIONS A. SOME SYMBOLS MAY NOT BE USED ON PLANS. 1. OWNER FURNISHED, CONTRACTOR INSTALLED (OFCI). OUTLET PORT JACKET CONNECTOR B. REFER TO PLANS FOR SYMBOL LOCATIONS AND QUANTITIES. 2. OWNER FURNISHED, OWNER INSTALLED (OFOI). DESCRIPTOR CABLE TYPE CONDUCTORS / STRANDS TERMINATION AT EQUIPMENT ROOM TERMINATION AT WORK AREA COLOR COLOR C. ROUTE HORIZONTAL CABLING IN CONDUIT AS THE PRIMARY PATHWAY AND J-HOOKS AS THE SECONDARY PATHWAY WHERE A UTP CAT6A 4 TWISTED PAIRS (23 AWG) HORIZONTAL FIELD - RACK MOUNTED MODULAR RACK PANEL MODULAR CAT6 JACK BLUE BLUE APPLICABLE. D. REFER TO THE INSTALLATION DETAILS FOR CONFIGURATION OF PATHWAYS BY OUTLET TYPE. E. PROVIDE A PULL -POINT (JUNCTION BOX) AFTER (2) 90-DEGREE CONDUIT BENDS. LOCATE PULL -POINT IN AN ACCESSIBLE LOCATION. F. PROVIDE A PULL STRING IN CONDUITS. G. LOCATE TELECOM OUTLET ADJACENT AND INLINE WITH ELECTRICAL OUTLET. COORDINATE LOW VOLTAGE OUTLETS WITH ELECTRICAL AND ARCHITECTUAL PLAN(S) FOR TRIM PLATE AND MOUNTING HEIGHTS. H. REFER TO THE LABELING DETAILS FOR CONFIGURATION OF OUTLET FACEPLATES. I. REFER TO THE WAP INSTALLATION DETAILS FOR OUTLET CONFIGURATIONS. J. PROVIDE OUTLET BOX AND CONDUIT IN FIRE -RATED WALLS AND IN ACOUSTICALLY TREATED WALLS IN A MANNER THAT MAINTAINS CLASS, RATING, AND AESTHETICS. K. CONDUIT PATHWAYS TO NOT EXCEED 40% FILL RATIO. L. SCHEDULE SHOWS STANDARD OUTLET INSTALLATION MOUNTING HEIGHT. HEIGHT FOR SPECIFIC OUTLETS MAY DIFFER AND ARE NOTED ON PLANS. S1-JCN006 - DATA CABLE SCHEDULE SUBSCRIPT Equipment ID CAT6-BT120-L1208-CR01-DATA01:01 Room No. BT120L1200 Room Name SECURITY BLDG Equipment Description Cables CAM CAMERA 1 CAM CAT6-BT120-L1208-CR01-DATA02:02 BT120L1200 SECURITY BLDG CAMERA 1 CAM CAT6-BT120-L1208-CR01-DATA03:03 BT120L1200 SECURITY BLDG CAMERA 1 CAM CAT6-BT120-L1208-CR01-DATA04:04 BT120L1201 SECURITY STORAGE CAMERA 1 CAM CAT6-BT120-L1208-CR01-DATA05:05 BT120L1205 LACTATION ROOM CAMERA 1 CAM CAT6-BT120-L1208-CR01-DATA06:06 BT120L1204 COMFORT STATION 1 CAMERA 1 CAM CAT6-BT120-L1208-CR01-DATA07:07 BT120L1208 TELECOM CAMERA 1 CAM CAT6-BT120-L1208-CR01-DATA08:08 BT120L1208 TELECOM TELECOM CAMERA 1 CAM CAT6-BT120-L1208-CRO1-DATA09:09 BT120L1208 CAMERA 1 CAM CAT6-BT120-L1208-CR01-DATA10:10 BT120L1208 TELECOM CAMERA 1 CAM CAT6-BT120-L1208-CR01-DATA11:11 BT120L1209 ELECTRICAL CAMERA 1 CAM CAT6-BT120-L1208-CR01-DATA12:12 BT120L1210 STORAGE 1 CAMERA 1 CAM CAT6-BT120-L1208-CR01-DATA13:13 BT120L1210 STORAGE 1 CAMERA 1 2 CAT6-BT120-L1208-CR02-DATA01:01-02 BT120L1200 SECURITY BLDG DATA DROP 2 2 CAT6-BT120-L1208-CR02-DATA02:03-04 BT120L1200 SECURITY BLDG DATA DROP 2 2 CAT6-BT120-L1208-CR02-DATA03:05-06 BT120L1200 SECURITY BLDG DATA DROP 2 2 CAT6-BT120-L1208-CR02-DATA04:07-08 BT120L1200 SECURITY BLDG DATA DROP 2 2 CAT6-BT120-L1208-CR02-DATA05:09-10 BT120L1200 SECURITY BLDG DATA DROP 2 2 CAT6-BT120-L1208-CR02-DATA06:11-12 BT120L1208 TELECOM DATA DROP 2 2 CAT6-BT120-L1208-CR02-DATA07:13-14 BT120L1208 TELECOM DATA DROP 2 2 CAT6-BT120-L1208-CR02-DATA08:15-16 BT120L1208 TELECOM DATA DROP 2 W CAT6-BT120-L1208-CR02-DATA09:17 BT120L1208 TELECOM WALLPHONE 1 W CAT6-BT120-L1208-CR02-DATAl0:18 BT120L1208 TELECOM WALLPHONE 1 W CAT6-BT120-L1208-CR02-DATAl1:19 BT120L1208 TELECOM WALLPHONE 1 W CAT6-BT120-L1208-CR02-DATAl2:20 BT120L1209 ELECTRICAL WALLPHONE 1 WAP CAT6-BT120-L1208-CR02-DATAl3:21-22 BT120L1200 SECURITY BLDG WIRELESS ACCESS POINT 2 WAP CAT6-BT120-L1208-CR02-DATA14:23-24 BT120L1203 JANITOR WIRELESS ACCESS POINT 2 WAP CAT6-BT120-L1208-CR02-DATA15:25-26 BT120L1208 TELECOM WIRELESS ACCESS POINT 2 BMS CAT6-BT120-L1208-CR02-DATA16:27-28 BT120L1208 TELECOM BUILDING MAINTENANCE SYSTEM 2 ACP CAT6-BT120-L1208-CR02-DATAl7:29-30 BT120L1208 TELECOM ACCESS CONTROL PANEL 2 1 106/27/20251 DS I MF I DTF I ADDENDUM #2 0 112/10/20241 DS I MF I DTF I ISSUED FORBID No. I DATE I DSN I CHK I APP I REVISION DESIGNED BY: D. STOLTZ DRAWN BY: M. SANTO CHECKED BY: M.FREEMAN APPROVED BY: D. TAFT-FARREN S1-JCN006 - CONDUIT SCHEDULE Equipment ID Equipment Description Room No Diameter (Trade Size) BT120-SC-901 CONDUIT TO SECURITY BT120L1200 2" BT120-SC-902 CONDUIT TO SECURITY BT120L1200 2" BT120-SC-903 CONDUIT TO CAM BT120L1201 1" BT120-SC-904 CONDUIT TO CAM BT120L1202 1" BT120-SC-905 CONDUIT TO WAP BT120L1203 1" BT120-SC-906 CONDUIT TO CAM BT120L1204 1" BT120-SC-907 CONDUIT TO CAM BT120L1209 1" BT120-SC-908 CONDUIT TO CAM BT120L1210 1" BT120-SC-909 CONDUIT TO CAM BT120L1210 1" BT120-SC-910 CONDUIT TO VAULT BT120L1208 4" BT120-SC-911 CONDUIT TO VAULT BT120L1208 4" BT120-SC-912 CONDUIT TO VAULT BT120L1208 4" BT120-SC-913 CONDUIT TO VAULT BT120L1208 4" BT120-SC-914 CONDUIT TO DATA DROP BT120L1200 1" BT120-SC-915 CONDUIT TO DATA DROP BT120L1200 1" BT120-SC-916 CONDUIT TO DATA DROP BT120L1200 1" BT120-SC-917 BT120-SC-918 CONDUIT TO DATA DROP CONDUIT TO DATA DROP BT120L1200 BT120L1200 BT120L1200 1" 1" 1" BT120-SC-919 CONDUIT TO WAP BT120-SC-920 CONDUIT TO DATA DROP BT120L1209 1" BT120-SC-921 CONDUIT TO DATA DROP BT120L1208 1" BT120-SC-922 CONDUIT TO DATA DROP BT120L1208 1" BT120-SC-923 CONDUIT TO DATA DROP BT120L1208 1" BT120-SC-924 CONDUIT TO DATA DROP BT120L1208 1" BT120-SC-925 BT120-SC-926 CONDUIT TO DATA DROP CONDUIT TO DATA DROP BT120L1208 BT120L1208 1" 1" BT120-SC-927 CONDUIT TO DATA DROP BT120L1208 1" BT120-SC-928 CONDUIT TO DATA DROP BT120L1208 1" BT120-SC-929 CONDUIT TO CAM BT120L1200 1" BT120-SC-930 CONDUIT TO CAM BT120L1200 1" BT120-SC-931 CONDUIT TO CAM BT120L1200 1" BT120-SC-932 CONDUIT TO CAM BT120L1208 1" BT120-SC-933 CONDUIT TO CAM CONDUIT TO CAM BT120L1208 1" BT120-SC-934 BT120L1208 1" BT120-SC-935 CONDUIT TO CAM BT120L1208 1" ; .acobs SUBMITTED BY: 612 7/2 5 R. PARGAS 4ST)?IDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH CABLE TRAY SCHEDULE EQUIPMENT NAME EQUIPMENT ID HORIZONTAL LADDER RACK SYSTEM IN ST TELECOM ROOM BT120-SC-981 VERTICAL LADDER RACK IN ST TELECOM ROOM BT120-SC-982 HORIZONTAL LADDER RACK SYSTEM IN KCM TELECOM... BT120-SC-991 VERTICAL LADDER RACK IN KCM TELECOM ROOM BT120-SC-992 Q w Q LnU) W J Z J SOUNDTRANSIT DATE: 12/10/2024 SCALE: N.T.S. FILENAME: S1-BT120-J-BLD-v2020 CONTRACT No.: RTA/OA 0206-19 SUBMITTAL DATE: 12/10/2024 EQUIPMENT NAME ST CCTV CABINET 1 EQUIPMENT ID BT120-CR-01 ST NETWORK CABINET 2 BT120-CR-02 ST SPARE CABINET 3 BT120-CR-03 ST ISP RACK BT120-CR-04 KCM ISP RACK BT120-CR-05 KCM RACK 1 KCM RACK 2 BT120-CR-06 BT120-CR-07 KCM RACK 3 FIBER PATCH PANEL IN CR01 BT120-CR-08 BT120-FPP-01 FIBER PATCH PANEL IN CR02 BT120-FPP-02 FIBER PATCH PANEL IN CR04 BT120-FPP-03 FIBER PATCH PANEL IN CR05 BT120-FPP-04 FIBER PATCH PANEL IN CR06 BT120-FPP-05 PP TC EL 01 20- 1 P A C T1 - P-0 COPPER PATCH PANEL IN CR06 BT120-CPP-04 BMS CONTROLLER BT120-BMS-01 CCTV ETHERNET SWITCH #1 BT120-ETH-01 ST ETHERNET SWITCH IN CR02 BT120-ETH-02 UPS FOR CR02 BT120-UPS-02 UPS FOR CR03 BT120-UPS-03 UPS FOR CR06 BT120-UPS-04 UPS FOR CR01 BT120-UPS-05 SECURITY DIRECTORY SERVER BT120-SVR-01 ARCHIVER SERVER BT120-NAS-01 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 TELECOM OUTLET AND MATRICES TRANSIT CENTER S R-4332545 DEVELOPMENT ENGINEERING msippo 11 /25/2025 DRAWING NO.: BT120-JCS006 FACILITY ID: BT120 SHEET No: REV: 623 1 N C'7 C'7 O 0 W 0 N O N 0 J m O N H m V) U LU C� �I V) Z Q ry H cI d Q ry c/)I m O I O co 00 LO a o � I N >Q N U) L N O O �p N cy) 0 N _ n cn 1 106/13/20251 DS MF DTF I ADDENDUM #1 0 112/10/20241 DS MF I DTF I ISSUED FORBID No. I DATE I DSN I CHK I APP I REVISION DESIGNED BY: D. STOLTZ DRAWN BY: M. SANTO CHECKED BY: M.FREEMAN APPROVED BY: D. TAFT-FARREN ELECTRICAL .;acobs 444- SUBMITTED BY: 6113125 R. PARGAS 4STmRIDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH Q w U) � W J Z J SOUNDTRANSIT DATE: 12/10/2024 SCALE: 1 „ = 40'-011 FILENAME: S1-BT120-J-BLD-v2020 CONTRACT No.: RTA/OA 0206-19 SUBMITTAL DATE: 12/10/2024 PLATFORM 4E F G H CORE FACILITY 17� KEY PLAN GENERAL NOTES: A. REFERENCE MAIN UNDERGROUND COMMUNICATIONS PATHWAYS ON COMM SITE SHEETS. B. INSTALLATION OF ALL EQUIPMENT AND WIRING SHALL MEET ALL APPLICABLE CODES AND STANDARDS INCLUDING BUT NOT LIMITED TO NEC, NFPA, ANSI/TIA AND ISO 9001. C. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REFERENCE ALL PROJECT DRAWINGS, INCLUDING BUT NOT LIMITED TO ARCH ITECTUAL,LAN DSCAPING, STRUCTURAL, CIVIL, MECHANICAL, ELECTRICAL, TELECOM, COMM, AND/OR TRADES, IN ADDITION TO ALL PROJECT SPECIFICATIONS. D. CONTRACTOR SHALL COMPLY WITH ANSI/TIA 569-C COMMERCIAL BULDING STANDARDS FOR TELECOMMUNICATIONS PATHWAYS AND SPACES. E. CONTRACTOR SHALL COMPLY WITH ANSI/TIA 569-C COMMERCIAL BUILDING STANDARDS FOR TELECOMMUNICATIONS CABLING STANDARDS. F. CONTRACTOR SHALL NOTE IN WRITING, ANY DISCREPANCIES BETWEEN DRAWINGS, RECORD DRAWINGS, AND PROJECT SPECIFICATIONS. G. CONTRACTOR SHALL UTILIZE CONDUIT(S)/SLEEVES(S) SEQUENTIALLY, MAXIMIZING THE CABLE FILL IN EACH CONDUIT. MAXIMUM ALLOWABLE FILL SHALL BE BASED ON TIA TABLES FOR CONDUIT FILL. N 40 20 0 40 80 SCALE IN FEET R-4332546 DEVELOPMENT ENGINEERING % msippo 11 /25/2025 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 TELECOM SITE - OVERALL PLAN TRANSIT CENTER DRAWING NO.: BT120-JCP001 FACILITY ID: BT120 SHEET No: REV: 624 1 N C'7 C'7 O 0 W 0 N O N 0 J m O N H m V) U LU C� I H V) Z Q ry H cI d Q ry c/)I D m O' O co 00 LO a o � I N >Q N U) L N O O �p N cy) 0 N _ n cn (2) 4" CONDUITS FROM VAULT TO ST TELECOM ROOM (2) 4" CONDUITS FROM VAULT TO KCM TELECOM ROOM ELECTRICAL 1 106/13/20251 DS MF DTF I ADDENDUM #1 0 112/10/20241 DS MF I DTF I ISSUED FORBID No. I DATE I DSN I CHK I APP I REVISION ---------- DESIGNED BY: D. STOLTZ DRAWN BY: M. SANTO CHECKED BY: M.FREEMAN APPROVED BY: D. TAFT-FARREN -ELECOM STORAGE .;acobs SUBMITTED BY: 6113125 R. PARGAS DATE: 12/10/2024 I -- --- -- -- - SECURITY BUILDING 4STm)?IDE BRT General Engineering Consultant REVIEWED BY: J. ALTCHECH Q w U) � W J Z J SOUNDTRANSIT DATE: 12/10/2024 SCALE: 1 /16" = 1'-0" FILENAME: S1-BT120-J-BLD-v2020 CONTRACT No.: RTA/OA 0206-19 SUBMITTAL DATE: 12/10/2024 PLATFORM E 4F G H CORE FACILITY GENERAL NOTES: A. REFERENCE MAIN UNDERGROUND COMMUNICATIONS PATHWAYS ON COMM SHEETS B. INSTALLATION OF ALL EQUIPMENT AND WIRING SHALL MEET ALL APPLICABLE CODES AND STANDARDS INCLUDING BUT NOT LIMITED TO NEC, NFPA, ANSI/TIA AND ISO 9001. C. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REFERENCE ALL PROJECT DRAWINGS, INCLUDING BUT NOT LIMITED TO ARCH ITECTUAL,LAN DSCAPING, STRUCTURAL, CIVIL, MECHANICAL, ELECTRICAL, TELECOM, COMM, AND/OR TRADES. D. CONTRACTOR SHALL COMPLY WITH ANSI/TIA 569-C COMMERCIAL BULDING STANDARDS FOR TELECOMMUNICATIONS PATHWAYS AND SPACES. E. CONTRACTOR SHALL COMPLY WITH ANSI/TIA 569-C COMMERCIAL BUILDING STANDARDS FOR TELECOMMUNICATIONS CABLING STANDARDS. F. CONTRACTOR SHALL NOTE IN WRITING, ANY DISCREPANCIES BETWEEN DRAWINGS, RECORD DRAWINGS, AND PROJECT SPECIFICATIONS. G. CONTRACTOR SHALL UTILIZE CONDUIT(S)/SLEEVES(S) SEQUENTIALLY, MAXIMIZING THE CABLE FILL IN EACH CONDUIT. MAXIMUM ALLOWABLE FILL SHALL BE BASED ON TIA TABLES FOR CONDUIT FILL ON SHEET JCN001. 16 8 0 16 32 SCALE IN FEET R-43DEVELOPMENT ENGINEERING 32547 msippo 11 /25/2025 U1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 TELECOM SITE - ENLARGED PLAN TRANSIT CENTER DRAWING NO.: BT120-JCP002 FACILITY ID: BT120 SHEET No: REV: 625 1 N C'7 C'7 O 0 LU 0 N O N 0 J m O N H m V) U LU I V) z Q ry 0I d Q C/)I D m OI 0 (. 00 LO a o `O I N Q N U) L N O o co N cY) 0 N _ LO m KEY NOTES: CDINSTALL AT +66" AFF. 2.1 2.3 2.4 2.5 2.6 2.7 2.8 U U CR01-DATA10:10 �CR01-DATA05:05 ELECTRICAL OPERATOR, OPERATOR OPERATOR ` OPERATOR LACTATION SEC BT120L1209 TELECOM CR02-DATA16.27-28 RESTROOM RESTROOM RESTROOM RESTROOM JANITOR ROOM STORAGE CR02-DATAl5:25-26 BT120L1208 BMS BT120L120 BT1[BT120L1206J BT120L1204 BT120L1203 BT120L1 BT120L12 WAP CR02-DATA14:23-24 CR01-DATA08:08 r1C� R02-DATA17:29-30 WA[ED CD If N N > N CAM ;CR02-DATA12:20 CAM�CR02-DATA10:18CR01IDATA11:11 _ � Fj-CR01-DATA AM CR02-DATA07:13-4 CR01-DATA07:07 708-1=5-:16F ACR02-DAT QCR02-DATA09:17 CR02-DATA06:11-12 Q Q I I U I UI U STORAGE 1 BT120L1210 CR01-DATA12:12 -dCAM 2. J CR01-DATA13:13 CAM ► i PLATFORM n C GENERAL NOTES: A. CONTRACTOR SHALL POSITION SLEEVES ADJACENT TO WALL TO WHICH THE CABLING CAN BE SUPPORTED. SLEEVES MUST NOT OBSTRUCT WALL TERMINATING SPACE. CONDUITS SHALL EXTEND A MINIMUM OF 3" ABOVE THE FLOOR AND 1" FROM THE WALL AND ADJACENT SLEEVES TO PROVIDE BUSHINGS AT EACH END OF THE CONDUIT. B. CONTRACTOR SHALL ENSURE FIRESTOPPING IS MAINTAINED AT ALL TIMES. C. CONTRACTOR SHALL COORDINATE ALL CABLE REQUIREMENTS FOR DATA LOCATIONS, CCTV, AND ACCESS CONTROL. 2.9 2.10 CR01-DATA01:01 t CAM I - rml C R02-DATA01:01-02 2► 1 CR02-DATA02:03-04 2► S EB UDR?TY C R02-DATA03:05-06 , 2 • D 2 ► �� BT120L12 CR02-DATAl3:21-22 WAP CR02-DATA04:07-08 U2E 2► 11fl N CAM ► CR01-DATA03:03 CR02-DATA05:09-10v � 2.F CAM CR01-DATA02:02 �2. H 8 4 0 8 CORE 11 FACILITY GEN SCALE IN FEET KEY PLAN FDEVELOPIMENT ENGINEERING R-4332548 o 11 /25/2025 DESIGNED BY: SCALE: DRAWING NO.: D. STOLTZ TAFT- STRIDE BUS RAPID TRANSIT �� o� AS 3/16" 1�-0" S Q w = BT120-JCP220 DRAWN BY: U FILENAME: SOUTH RENTON TRANSIT CENTER M. SANTO j w -j S1-BT120-J-BLD-v2020 BT105 FACILITY ID: Jacobs z J CHECKED BY: BRT General Engineering Consultant i U- SOUNDTRANSIT CONTRACT No.: TELECOM BT120 1 06/13/2025 DS MF DTF ADDENDUM #1 M. FREEMAN ��o� ��Gis�ERtio ��� RTA/OA 0206-19 SHEET No: REV: 0 12/10/2024 DS MF DTF ISSUED FORBID APPROVED BY: �SSIDNAL E- SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: CORE FACILITY TELECOMMUNICATIONS PLAN No. DATE DSN CHK APP REVISION D. TAFT-FARREN 6113125 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 1 TRANSIT CENTER 626 1 N Co co 0 W 0 N O N 0 J m O N H m U u1 C� I H z Q ry I 0 a Q ry I D 00 OI O 00 LO a o � I N >Q N U) L N O O �p N cy) 0 N _ n cn BT12( A C2J 1 106/13/20251 DS MF DTF I ADDENDUM #1 0 112/10/20241 DS MF I DTF I ISSUED FORBID No. I DATE I DSN I CHK I APP I REVISION 5 4 TYP. DESIGNED BY: D. STOLTZ DRAWN BY: M. SANTO CHECKED BY: M.FREEMAN APPROVED BY: D. TAFT-FARREN .;acobs SUBMITTED BY: 6113125 R. PARGAS 4STJ?IDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH KEY NOTES: OPROVIDE (2) 2" CONDUITS FROM TELECOM ROOM TO SECURITY BUILDING. 2 PROVIDE HOME -RUN 1" CONDUITS FROM TELECOM ROOM TO SECURITY CAMERAS (TYPICAL). O3 STUB CAMERA CONDUITS TO ACCESSIBLE CEILING IN SECURITY BUILDING AND RUN CABLES THROUGH 2" CONDUIT TO TELECOM ROOM. OPROVIDE (2) 4" CONDUITS TO TELECOM VAULT FOR SOUND TRANSIT. OPROVIDE (2) 4" CONDUITS TO TELECOM VAULT FOR KING COUNTY METRO. Q mw fir= cn � W J Z J SOUNDTRANSIT DATE: 12/10/2024 SCALE: 3/16" = 1'-0" FILENAME: S1-BT120-J-BLD-v2020 CONTRACT No.: RTA/OA 0206-19 SUBMITTAL DATE: 12/10/2024 GENERAL NOTES: A. CONTRACTOR SHALL POSITION SLEEVES ADJACENT TO WALL TO WHICH THE CABLING CAN BE SUPPORTED. SLEEVES MUST NOT OBSTRUCT WALL TERMINATING SPACE. CONDUITS SHALL EXTEND A MINIMUM OF 3" ABOVE THE FLOOR AND 1" FROM THE WALL AND ADJACENT SLEEVES TO PROVIDE BUSHINGS AT EACH END OF THE CONDUIT. B. CONTRACTOR SHALL ENSURE FIRESTOPPING IS MAINTAINED AT ALL TIMES. C. CONTRACTOR SHALL COORDINATE ALL CABLE REQUIREMENTS FOR DATA LOCATIONS, CCTV AND CARD READERS. D. SEE SECURITY FLOOR PLAN DRAWINGS FOR CAMERA EQUIPMENT ID's C D PLATFORM SECURITY BLDG BT120L120C 2.11 T120-SC-931 I CAM 6 2.A 3 2.B BT120-SC-918J BT120-SC-917 1 BT120-SC-916 77 BT120-SC-919 BT120-SC-915:74 BT120-SC-929—t I CAM 101 BT120-SC-930 2.D 2.E 2.F CAM 8 4 0 8 SCALE IN FEET STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 TELECOM CORE FACILITY CONDUIT PLAN TRANSIT CENTER R-4332549]_ DRAWING NO.: BT120-JCP221 FACILITY ID: BT120 SHEET No: REV: 627 1 N cy) cy) O 0 W 4- 0 N O N 0 J m 0 N_ H m U1 U w 0 I H (n Z Q ry H I 0 a Q ry I (n m of 0 co 00 LO M a 0 66 O I �Q Cn 0 0 CO N ti N Ii111■iii■ 1■� II Ln N CAM BT120-BMS-01 ELEC PNL �5� 5 f AT a �I o BT120-JCE264 TYP. ch REAR c24- L_—_ -W** J CR-02 CR-03 ~ z ry I-- 10,91 6 0 TYP. Z NT Z O A _ cn co BT120-JCE262 2 BT120-JCE264 W 4'-3" Ofz 2 O W cy_ IY U_ = ISP RACKS 1 w 0 1 L — U_ BT120-JCE263' ti CHAIN LINK FENCE Fm (*2 TELECOM BT120-JCE262 BT1201_1208 FRONT Q 6 - 10 11 <U Y CR-06 CR-07 CR-08 =W REAR c2 / CAM ELEC PNL - TYP.I TYP. �;� TYP. __1__1g TELECOM ROOM EQUIPMENT PLAN SCALE: 3/8" = 1'-0" 0 12/10/2024 DS MF DTF ISSUED FOR BID No. DATE DSN CHK APP REVISION BT120-JCP261 DESIGNED BY: D. STOLTZ DRAWN BY: M. SANTO CHECKED BY: M.FREEMAN APPROVED BY: D. TAFT-FARREN CAN TELECOM ROOM CEILING PLAN SCALE: 3/8" = 1'-0" .;acobs SUBMITTED BY: 12102124 R. PARGAS DATE: 09/06/2024 4STm)?IDE BRT General Engineering Consultant REVIEWED BY: J. ALTCHECH i TYP. C PNL BT120-JCP261 OPROVIDE (2) 4" CONDUITS FROM BT120- MHSC-04 VAULT TO TELECOM ROOM, ST SIDE SEE SITE PLAN FOR MORE DETAILS. OPROVIDE 18" LADDER RACK MOUNTED AT T-6" AFF TO BOTTOM OF TRAY. INCLUDE ASSOCIATED MOUNTING HARDWARE SUPPORT. 10 PROVIDE 18-INCH WIDE VERTICAL LADDER RACK, BLACK. INCLUDE ASSOCIATED MOUNTING HARDWARE SUPPORT. 11 PROVIDE DEDICATED 20A 120V POWER FOR ACCESS CONTROL PANEL. LOCATION TO BE COORDINATED WITH OTHER TRADES. 12 PROVIDE (2) 2" CONDUITS FROM TELECOM ROOM TO SECURITY OFFICE. SEE CORE FACILITY PATHWAYS PLAN FOR MORE DETAILS. 13 PROVIDE HOME -RUN 1" CONDUITS FROM TELECOM ROOM TO SECURITY CAMERAS (TYPICAL). 14 PROVIDE (1) 2" CONDUIT SLEEVE. 15 BMS PANEL. TERMINATE CAT6 CABLES IN SURFACE -MOUNT BLOCK INSIDE PANEL BOX. 16 MOUNT 120V 20A 5-20R QUAD RECEPTACLE, TO LADDER RACK. MOUNT 240V L6-30R RECEPTACLE TO LADDER 17 RACK. SCALE: Q w mrr AS NOTED Q FILENAME: c/)U) w S1-BT120-J-BLD-v2020 Z J J SOUNDTRANSIT . CONTRACT No.: RTA /CN 02 -24 05 DATE: SUBMITTAL DATE: 12/04/2024 09/06/2024 GENERAL NOTES: A. CONTRACTOR SHALL BOND ALL LADDER TRAY, CONDUITS, RACKS AS PER ANSI/TIA 607-D STANDARD. B. INSTALLATION OF ALL EQUIPMENT AND WIRING SHALL MEET ALL APPLICABLE CODES AND STANDARDS INCLUDING BUT NOT LIMITED TO NEC, NFPA, ANSI/TIA, AND ISO 9001. C. EQUIPMENT AND MATERIALS SHALL COMPLY WITH UL LISTING AND EACH ITEM STAMPED OR LABELED AS SUCH. D. FIRE SEAL ALL OPENINGS INCLUDING UNUSED SPARES AFTER CABLING INSTALLATION, AS REQUIRED BY ASTM El 19, UL263, NFPA 70 AND 251. KEY NOTES: OPROVIDE 4' X 8' X 3/4" FIRE RATED AC GRADE PLYWOOD ,PAINTED WITH FIRE -RETARDANT PAINT, LEAVING STAMP EXPOSED. MOUNT PLYWOOD VERTICALLY STARTING 6" A.F.F. ALL PLYWOOD PANELS SHALL BE MOUNTED IN CONTACT WITH EACH OTHER, LEAVING NO GAPS BETWEEN PANELS. (TYPICAL). (2) PROVIDE 2-POST RACK, UNIVERSAL, 84-INCH HIGH X 19-INCH WIDE X 45RU, BLACK, MARKED AND NUMBERED RACK UNITS, 1500 LB LOAD CAPACITY. REFER TO RACK ELEVATION FOR ADDITIONAL INFORMATION. OPROVIDE VERTICAL CABLE MANAGEMENT FRONT AND REAR, 84-INCH HIGH X 6-INCH WIDE X 16.4-INCH DEEP WITH DUAL HINGE METAL DOOR, 82.8-INCH HIGH X 6-INCH WIDE X 16-INCH DEEP. (4) PROVIDE VERTICAL CABLE MANAGEMENT OF FRONT AND REAR, 84-INCH HIGH X 10-INCH WIDE X 16.4-INCH DEEP WITH DUAL HINGED METAL DOOR, 82.8-INCH HIGH X 10.1-INCH WIDE X 16-INCH DEEP. OPROVIDE PRIMARY BUSBAR (PBB) MOUNTED AT 5 6'-6" AFF TO THE TOP OF THE PBB. REFER TO DETAIL Al ON BT120-JCD505. CONNECTION TO GROUND PROVIDED BY ELECTRICAL CONTRACTOR. OPROVIDE NETWORK CABINET. OPROVIDE (2) 4" CONDUITS FROM BT120- MHSC-05 VAULT TO TELECOM ROOM, KCM SIDE. SEE SITE PLAN FOR MORE DETAILS. 4 2 0 4 DEVELOPMENT ENGINEERING SCALE IN FEET %4- msippo 11/25/2025 R-4332550 STRIDE BUS RAPID TRANSIT DRAWING NO.: SOUTH RENTON TRANSIT CENTER BT120-JCP261 BT105 FACILITY ID: TELECOM BT120 SHEET No: REV: TELECOM ROOM ENLARGED PLANS TRANSIT CENTER 628 0 N cy) cy) O 0 LU 0 N 0 N 0 J m 0 N H am 0 w 0 I H (n Z Q ry H I 0 d ry I m 0 I 0 c0 00 LO � M �0 N QI Cn L N O O �p N cy) o m rCORE- FACILITY -ROOF 41' - 2" I -I -[V1 M IV CORE FACILITY 28'-211 O I8 BT120-FFP-01= I I I I I I I I I I I I i14 TYP. 15 TYP. �20 �I TYP. 1 I j BT0-CPP aBT112200--CFPPPP--002 3 i BT120-ETH-02 I I I I I CCTV BT120-CR-01 I I RESERVED FOR SECURITY EQUIPMENT I I I I I NETWORK BT120-CR-02 � I II RESERVED FOR OWNER EQUIPMENT i SPARE BT120-CR-03 I RESERVED FOR OWNER EQUIPMENT BT120-UPS-OS BT120-UPS-02 BT120-UPS-03 ST TELECOM ROOM RACK ELEVATION SCALE: 1 /2" = 1'-0" 1 06/27/2025 DS MF DTF ADDENDUM #2 0 12/10/2024 DS MF DTF ISSUED FORBID No. I DATE I DSN I CHK I APP I REVISION TYP. BT120-JCE262 DESIGNED BY: D. STOLTZ DRAWN BY: M. SANTO CHECKED BY: M.FREEMAN APPROVED BY: D. TAFT-FARREN CORE --� FACILITY -ROOF 41'-2" 8 TYP. 1 1 4'-4" 3'-4" 3'-811 7 12 6 4 10 9 1 TYP. [('5� 2 TYP N 11 BT120-SC-02 I I I I I I 14 I I I I I I I I BT120-FPP-05 I I I I I I I I 22 I I I I 1 I I I I I I I I 0 I I I I 15 L.L i i i i BT120-CPP-04 Q Y 0 N CV LJL- LL��LLjj r I I I I I I I I I I TELECOM 60 0 o O 13 BT120L1208 0 N 01 01 I I I I i I I I LL I I I J i BT120-CR-08 i i BT120-CR-07 i i BT120-CR-06 O I I I I I I I I I I I I RESERVED FORT RESERVED FOR SPARE KCM KCM EQUIPMENT j EQUIPMENT I I i I I I I 16 I I I BT120-UPS-04 I I I I ACIL11 r O CORE F 28' - 2'1 a. (17 UNUSED. KCM TELECOM ROOM SOUTH RACK ELEVATION SCALE: 1/2" = 1'-0" .;acobs SUBMITTED BY: 612 7/2 5 R. PARGAS DATE: 12/10/2024 4STm)?IDE BRT General Engineering Consultant REVIEWED BY: J. ALTCHECH BT120-JCE262 Q w U)� W J Z J SOUNDTRANSIT DATE: 12/10/2024 18 UNUSED. 19 UNUSED. A 20 48-PORT 1 RU NETWORK SWITCH OFCI 21 SEE SECURITY DETAIL DRAWINGS FOR SECURITY RACK ELEVATION. 22 PROVIDE 1 RU 19-INCH EIA HORIZONTAL CABLE MANAGER, SINGLE SIDED WITH SNAP -ON COVER THAT OPENS 180 DEGREES UP OR DOWN. TY P. SCALE: AS NOTED FILENAME: S1-BT120-J-BLD-v2020 CONTRACT No.: RTA/OA 0206-19 SUBMITTAL DATE: 12/10/2024 GENERAL NOTES: A. CONTRACTOR SHALL BOND ALL LADDER TRAY, CONDUITS, RACKS AS PER ANSI/TIA 607-D STANDARD B. INSTALLATION OF ALL EQUIPMENT AND WIRING SHALL MEET ALL APPLICABLE CODES AND STANDARDS INCLUDING BUT NOT LIMITED TO NEC, NFPA, ANSI/TIA, AND ISO 9001. C. EQUIPMENT AND MATERIALS SHALL COMPLY WITH UL LISTING AND EACH ITEM STAMPED OR LABELED AS SUCH. D. FIRE SEAL ALL OPENINGS INCLUDING UNUSED SPARES AFTER CABLING INSTALLATION, AS REQUIRED BY ASTM El 19, U L263, NFPA 70 AND 251. KEY NOTES: OPROVIDE 4' X 8' X 3/4" FIRE RATED AC GRADE PLYWOOD, PAINTED WITH FIRE -RETARDANT PAINT, LEAVING STAMP EXPOSED. MOUNT PLYWOOD VERTICALLY STARTING 6" A.F.F. ALL PLYWOOD PANELS SHALL BE MOUNTED IN CONTACT WITH EACH OTHER, LEAVING NO GAPS BETWEEN PANELS. (TYPICAL). O2 PROVIDE 2-POST RACK, UNIVERSAL, 84-INCH HIGH X 19-INCH WIDE X 45RU, BLACK, MARKED AND NUMBERED RACK UNITS, 1500 LB LOAD CAPACITY. REFER TO RACK ELEVATION FOR ADDITIONAL INFORMATION. (�)PROVIDE NETWORK CABINET. O4 PROVIDE VERTICAL CABLE MANAGEMENT FRONT AND REAR, 84-INCH HIGH X 6-INCH WIDE X 16.4-INCH DEEP WITH DUAL HINGE METAL DOOR, 82.8-INCH HIGH X 6-INCH WIDE X 16-INCH DEEP. O5 PROVIDE VERTICAL CABLE MANAGEMENT OF FRONT AND REAR, 84-INCH HIGH X 10-INCH WIDE X 16.4-INCH DEEP WITH DUAL HINGED METAL DOOR, 82.8-INCH HIGH X 10.1-INCH WIDE X 16-INCH DEEP. O6 PROVIDE 18" LADDER RACK MOUNTED AT 7'-6" AFF TO BOTTOM OF TRAY. INCLUDE ASSOCIATED MOUNTING HARDWARE SUPPORT. O7 PROVIDE 18-INCH WIDE VERTICAL LADDER RACK, BLACK. O8 3/8" THREADED ROD, CLAMPED TO BEAM ABOVE. OBUTT SPLICE KIT, BLACK. 10 STRINGER RADIUS DROP, BLACK. 11 WALL -TO -RUNWAY L-BRACKET. 12 PROVIDE 6 AWG GROUNDING CABLE BETWEEN EACH LADDER RACK SECTION, PER TIA-607. 13 PROVIDE 2RU, 19-INCH EIA UNIVERSAL HORIZONTAL CABLE MANAGER, SINGLE SIDED WITH SNAP -ON COVER THAT OPENS 180 DEGREES UP OR DOWN, 3.5-INCHES HIGH X 19- INCHES WIDE X 5.14 INCHES DEEP, CHATSWORTH CATALOG NO.30130-719. 14 PROVIDE 4RU 19-INCH FIBER ENCLOSURE 15 PROVIDE 2RU 19-INCH COPPER PATCH PANEL. 16 PROVIDE 3RU UPS MIN 6kW WITH L6-30 INPUT 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 TELECOM TELECOM ROOM ST & KCM ELEVATIONS TRANSIT CENTER R-4332551 DEVELOPMENT ENGINEERING msippo 11 /25/2025 Ul DRAWING NO.: BT120-JCE262 FACILITY ID: BT120 SHEET No: REV: 629 1 N co co O W 0 N O N J m i 0 N m Cn 0 w 0 I H (n Z Q ry H I 0 d ry I Cn m of 0 co 00 LO LL M �r) N66 QI Cn 0 0 CO 11-211FACILITY 41'-2" ORE FA 28'-2" CORE TELECOM ROOM SERVICE PROVIDER RACK ELEVATION SCALE: 3/4" = 1'-0" 0 1 12/10/2024 1 DS I MF I DTF I ISSUED FOR BID No. I DATE I DSN I CHK I APP I REVISION BT120-JCE263 DESIGNED BY: D. STOLTZ DRAWN BY: M. SANTO CHECKED BY: M.FREEMAN APPROVED BY: D. TAFT-FARREN .;acobs SUBMITTED BY: 12102124 R. PARGAS SERVICE PROVIDER RACK ISOMETRIC VIEW SCALE: NOT TO SCALE 4STJ?IDE BRT General Engineering Consultant DATE: REVIEWED BY: 09/06/2024 J. ALTCHECH Q w U)cn w J Z J SOUNDTRANSIT DATE: 12/04/2024 BT120-JCE263 SCALE: AS NOTED FILENAME: S1-BT120-J-BLD-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 09/06/2024 GENERAL NOTES: A. CONTRACTOR SHALL BOND ALL LADDER TRAY, CONDUITS, RACKS AS PER ANSI/TIA 607-D STANDARD. B. INSTALLATION OF ALL EQUIPMENT AND WIRING SHALL MEET ALL APPLICABLE CODES AND STANDARDS INCLUDING BUT NOT LIMITED TO NEC, NFPA, ANSI/TIA, AND ISO 9001. C. EQUIPMENT AND MATERIALS SHALL COMPLY WITH UL LISTING AND EACH ITEM STAMPED OR LABELED AS SUCH. D. FIRE SEAL ALL OPENINGS INCLUDING UNUSED SPARES AFTER CABLING INSTALLATION, AS REQUIRED BY ASTM E119, UL263, NFPA 70 AND 251. KEY NOTES: OPROVIDE 4' X 8' X 3/4" FIRE RATED AC GRADE PLYWOOD ,PAINTED WITH FIRE -RETARDANT PAINT, LEAVING STAMP EXPOSED. MOUNT PLYWOOD VERTICALLY STARTING 6" A.F.F. ALL PLYWOOD PANELS SHALL BE MOUNTED IN CONTACT WITH EACH OTHER, LEAVING NO GAPS BETWEEN PANELS, BY GC. (TYPICAL). (2) PROVIDE 2-POST RACK, UNIVERSAL, 84-INCH HIGH X 19-INCH WIDE X 45RU, BLACK, MARKED AND NUMBERED RACK UNITS, 1500 LB LOAD CAPACITY. REFER TO RACK ELEVATION FOR ADDITIONAL INFORMATION. OSUPPORT FROM STRUCTURE. OPROVIDE VERTICAL CABLE MANAGEMENT FRONT AND REAR, 84-INCH HIGH X 6-INCH WIDE X 16.4-INCH DEEP WITH DUAL HINGE METAL DOOR, 82.8-INCH HIGH X 6-INCH WIDE X 16-INCH DEEP. OWALL -TO -RUNWAY L-BRACKET. O6 PROVIDE 18" LADDER RACK MOUNTED AT 7'-6" AFF TO BOTTOM OF TRAY UNLESS OTHERWISE NOTED. INCLUDE ASSOCIATED MOUNTING HARDWARE SUPPORT. (7) PROVIDE HOME -RUN 1" CONDUITS FROM TELECOM ROOM TO SECURITY CAMERAS (TYPICAL). (8)3/8" THREADED ROD, CLAMPED TO BEAM ABOVE OBUTT SPLICE KIT, BLACK. 10 STRINGER RADIUS DROP, BLACK. 11 WALL -TO -RUNWAY L-BRACKET. (2) 4" CONDUITS FROM HANDHOLE VAULT TO 12 TELECOM ROOM. 13 PROVIDE 2RU 19-INCH FIBER ENCLOSURE 14 PROVIDE 2RU 19-INCH COPPER PATCH PANEL. R-4332552 DEVELOPMENT ENGINEERING � wl_�msippo 11/25/2025 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 TELECOM TELECOM ROOM SERVICE PROVIDER ELEVATIONS TRANSIT CENTER DRAWING NO.: BT120-JCE263 FACILITY ID: BT120 SHEET No: REV: 630 0 N cy) cy) O W 0 N O N 0 J m 0 N_ H m Cn 0 w 0 I H (n z ry I 0 a Q rI Cn m 0 I 0 co 00 LO LL M 0 0 66 M QI Cn 0 0 CO 0 12/10/2024 DS MF No. DATE DSN CHK DTF ISSUED FORBID APP REVISION CORE FACILITY -ROOF �Y 41' - 2" ORE FACILITY 28'-2" CORE jk FACILITY -ROOF 41' - 21' COORE FACILITY °d d DESIGNED BY: D. STOLTZ DRAWN BY: M. SANTO CHECKED BY: M.FREEMAN APPROVED BY: D. TAFT-FARREN GENERAL NOTES: A. CONTRACTOR SHALL BOND ALL LADDER TRAY, CONDUITS, RACKS AS PER ANSI/TIA 607-D STANDARD. 18 B. INSTALLATION OF ALL EQUIPMENT AND WIRING SHALL MEET ALL APPLICABLE CODES AND STANDARDS INCLUDING BUT NOT LIMITED TO + +++ ' NEC, NFPA, ANSI/TIA, AND ISO 9001. 19 C. EQUIPMENT AND MATERIALS SHALL COMPLY WITH UL LISTING AND EACH ITEM STAMPED OR �\ LABELED AS SUCH. ST TELECOM ROOM SOUTH ELEVATION SCALE: 1/2" = 1'-0" TELECOM ROOM EAST ELEVATION SCALE: 1/2" = 1'-0" .;acobs �0" SUBMITTED BY: 12102124 R. PARGAS BT120-JCE264 BT120-JCE264 4STm)?IDE BRT General Engineering Consultant DATE: REVIEWED BY: 09/06/2024 J. ALTCHECH Q w U)cn W J Z J SOUNDTRANSIT DATE: 12/04/2024 SCALE: AS NOTED FILENAME: S1-BT120-J-BLD-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 09/06/2024 D. FIRE SEAL ALL OPENINGS INCLUDING UNUSED SPARES AFTER CABLING INSTALLATION, AS REQUIRED BY ASTM E119, UL263, NFPA 70 AND 251. KEY NOTES: OPROVIDE 4' X 8' X 3/4" FIRE RATED AC GRADE PLYWOOD ,PAINTED WITH FIRE -RETARDANT PAINT, LEAVING STAMP EXPOSED. MOUNT PLYWOOD VERTICALLY STARTING 6" A.F.F. ALL PLYWOOD PANELS SHALL BE MOUNTED IN CONTACT WITH EACH OTHER, LEAVING NO GAPS BETWEEN PANELS. (TYPICAL). OPROVIDE 2-POST RACK AS REQUIRED; UNIVERSAL, 84-INCH HIGH X 19-INCH WIDE X 45RU, BLACK, MARKED AND NUMBERED RACK UNITS, 1500 LB LOAD CAPACITY. REFER TO RACK ELEVATION FOR ADDITIONAL INFORMATION. OENCLOSED EQUIPMENT CABINET, NOT SHOWN OPROVIDE VERTICAL CABLE MANAGEMENT FRONT AND REAR, 84-INCH HIGH X 6-INCH WIDE X 16.4-INCHDEEP WITH DUAL HINGE METAL DOOR, 82.8-INCH HIGH X 6-INCH WIDE X 16-INCH DEEP. OPROVIDE VERTICAL CABLE MANAGEMENT OF FRONT AND REAR, 84-INCH HIGH X 10-INCH WIDE X 16.4-INCH DEEP WITH DUAL HINGED METAL DOOR, 82.8-INCH HIGH X 10.1-INCH WIDE X 16-INCH DEEP. 6 PROVIDE 18" LADDER RACK MOUNTED AT 7'-6" AFF TO BOTTOM OF TRAY. INCLUDE ASSOCIATED MOUNTING HARDWARE SUPPORT. OPROVIDE 18-INCH WIDE VERTICAL LADDER RACK, BLACK. (8) 3/8" THREADED ROD, CLAMPED TO BEAM ABOVE. OBUTT SPLICE KIT, BLACK. 10 STRINGER RADIUS DROP, BLACK. AS REQUIRED. 11 WALL -TO -RUNWAY L-BRACKET. 12 PROVIDE 6 AWG GROUNDING CABLE BETWEEN EACH LADDER RACK SECTION, PER TIA-607. (13 PROVIDE (2) 4" CONDUITS TO ST VAULT. (14� PROVIDE (2) 4" CONDUITS TO KCM VAULT. STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 TELECOM TELECOM ROOM OVERALL ELEVATIONS TRANSIT CENTER R-4332553 DEVELOPMENT ENGINEERING U msippo 11 /25/2025 DRAWING NO.: BT120-JCE264 FACILITY ID: BT120 SHEET No: REV: 631 0 N C'7 O 0 W 0 N O N J m O N H m Cn U w C� I H (n Z Q ry H I 0 d Q ry I Cn m 0 I 0 co 00 LO LL M M r) 66 M QI Cn 0 0 CO 0 1 12/10/2024 1 DS I MF I DTF I ISSUED FOR BID No. I DATE I DSN I CHK I APP I REVISION DESIGNED BY: D. STOLTZ DRAWN BY: M. SANTO CHECKED BY: M.FREEMAN APPROVED BY: D. TAFT-FARREN .;acobs SUBMITTED BY: 12102124 R. PARGAS 4ST)?IDE BRT General Engineering Consultant DATE: REVIEWED BY: 09/06/2024 J. ALTCHECH Q w U)cn W J Z J SOUNDTRANSIT DATE: 12/04/2024 SCALE: NTS FILENAME: S1-BT120-J-BLD-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 09/06/2024 GENERAL NOTES: A. CONTRACTOR SHALL BOND ALL LADDER TRAY, CONDUITS, RACKS AS PER ANSI/TIA 607-D STANDARD. B. INSTALLATION OF ALL EQUIPMENT AND WIRING SHALL MEET ALL APPLICABLE CODES AND STANDARDS INCLUDING BUT NOT LIMITED TO NEC, NFPA, ANSI/TIA, AND ISO 9001. C. EQUIPMENT AND MATERIALS SHALL COMPLY WITH UL LISTING AND EACH ITEM STAMPED OR LABELED AS SUCH. D. FIRE SEAL ALL OPENINGS INCLUDING UNUSED SPARES AFTER CABLING INSTALLATION, AS REQUIRED BY ASTM E119, UL263, NFPA 70 AND 251. STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 TELECOM TELECOM ROOM ISOMETRIC VIEW TRANSIT CENTER R-4332554 DEVELOPMENT ENGINEERING msippo 11 /25/2025 Ul DRAWING NO.: BT120-JCE265 FACILITY ID: BT120 SHEET No: REV: 632 0 N C'7 C'7 0 W 0 N O N 0 J m O N m W U w C� I H W Z Q ry H I d ry I W D m 0 I 0 co co 2 't 0- o O I N >Q ,r-- Cn '�t —) 0 0 m O 0 WALL MOUNT VOICE OUTLET CONSISTING OF ONE CABLE WITH 4 PAIRS TERMINATED 15 INTO INSERT (1) LOCATION. PROVIDE FACEPLATE WITH WALL MOUNT PHONE o SUPPORT STUDS. O W STAINLESS STEEL FACEPLATE - WALLPHONE OUTLET DETAIL SCALE: N.T.S. TELECOMMUNICATIONS ROOM I I I .y I�I I�I DATA OUTLET LABELING SCALE: N.T.S. 0 12/10/2024 DS MF DTF I ISSUED FOR BID No. DATE DSN CHK APP I REVISION BT120-JCD501 PORT NUMBER ON PANEL BT120-JCD501 DESIGNED BY: D. STOLTZ DRAWN BY: M. SANTO CHECKED BY: M.FREEMAN APPROVED BY: D. TAFT-FARREN QUICK PORT 1- PORT FACE PLATE ONE BLUE JACK ACS v LABEL FONT SIZE 4MM BOLD, BLACK ON WHITE 3/8" LABELING TAPE. FACEPLATE - 1-PORT WALL MOUNTED SCALE: N.T.S. NOTE: TERMINAL PATCH PANELS ARE TYPICAL. SIZE, PORT COUNT AND STYLE WILL VARY BY MANUFACTURER. DIAGRAMMATIC ONLY. RACK DESIGNATION PATCH PANEL POSITION DESIGNATION TYP. OUTLET PORT LOCATION BT120-JCD501 C•� slipM. 19Pa m m m _ . . . _ . .. A M EVA . WAFA FA WA . _ . MAMMA • PATCH PANEL LABELING DETAIL TYP SCALE: N.T.S. pacobs SUBMITTED BY: 1210212" R. PARGAS BT120-JCD501 TmRIDE 4S BRT General Engineering Consultant DATE: REVIEWED BY: 09/06/2024 J. ALTCHECH Q w U) � W J Z J SOUNDTRANSIT DATE: 12/04/2024 QUICK PORT 2- PORT FACE PLATE TWO BLUE JACKS 2 LABEL FONT SIZE 4MM BOLD, BLACK ON WHITE 3/8" LABELING TAPE. FACEPLATE - 2-PORT WALL MOUNTED SCALE: N.T.S. PAIR 1 CWHITE/BLUE (TIP) BLUE (RING) PAIR 2 CWHITE/ORANGE (TIP) ORANGE (RING) PAIR 3 CWHITE/GREEN (TIP) GREEN (RING) PAIR 4 CWHITE/BROWN (TIP) BROWN (RING) PAIR 3 MODULAR JACK WIRING DIAGRAM EIA/TIA T568B WIRING LABEL DATA JACK - 568B CONNECTION DIAGRAM SCALE: N.T.S. SCALE: As indicated FILENAME: S1-BT120-J-BLD-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 09/06/2024 BT120-JCD501 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 TELECOM INSTALLATION DETAILS TRANSIT CENTER BT120-JCD501 R-4332555 DEVELOPMENT ENGINEERING msippo 11 /25/2025 DRAWING NO.: BT120-JCD501 FACILITY ID: BT120 SHEET No: REV: 633 0 N cY) cY) 0 W 0 CV O CV 0 m 0 CV H m U w c� I Cn Z 0I d ry I D m 0 I 0 co Coo LO a o N66 QI NO 0 m WAP - TO BASKET TRAY SCALE: NOT TO SCALE TO MDF/IDF WAP - TO CEILING TILE DETAIL SCALE: NOT TO SCALE BT120-JCD502 BT120-JCD502 WAP - IN OPEN CEILING SPACE SCALE: NOT TO SCALE BT120-JCD502 WAP - TO HARD LID CEILING SCALE: NOT TO SCALE BT120-JCD502 GENERAL NOTES: A. PROVIDE ALL MOUNTING HARDWARE INCLUDING BOLTS ANCHORS AND ATTACHMENTS. B. SUBMIT ANCHOR TYPE FOR SPECIFIC APPLICATION (DRYWALL, CONCRETE, BLOCK WALL ETC.,) FOR STRUCTURAL ENGINEERS APPROVAL. C. DO NOT ANCHOR EQUIPMENT UNTIL AFTER APPROVAL OF ANCHOR TYPE FROM OWNERS REPRESENTATIVE. D. PROVIDE ALL CONDUIT PATHWAYS CONNECTORS, BOXES, COVERS, AND SUPPORTING HARDWARE U.O.N. E. PAINT ALL EXPOSED CONDUIT AND TO MATCH COLOR AND SHEEN OF THE SURFACE AT INSTALLATION LOCATION. F. THE MOUNTING DETAILS ON THIS PAGE ARE DIAGRAMMATIC AND ARE ONLY INTENDED TO CONVEY THE GENERAL SCOPE INVOLVED IN MOUNTING A WIRELESS ACCESS POINT. G. PROVIDE ALL FASTENERS, BRACKETS, ATTACHMENTS, BOLT ANCHORS AND ATTACHMENTS, ETC. PER MANUFACTURER'S REQUIREMENTS. H. PROVIDE ALL CUTTING AND PATCHING OF SURROUNDING SURFACES AS REQUIRED FOR PROPER INSTALLATION. PATCHING SHALL BE OF THE SAME MATERIALS, WORKMANSHIP, AND FINISH, AND ACCURATELY MATCH THE SURROUNDING WORK TO THE SATISFACTION OF THE OWNERS REPRESENTATIVE. I. ALL SUPPORTS, BOLTS, STRAPS, AND FASTENERS INSTALLED ON EXTERIOR OF ANY STRUCTURE SHALL BE CORROSION - RESISTANT. CONNECTORS AND COUPLERS SHALL BE RAIN TIGHT THREADED FITTINGS. J. SUPPORT CABLE ABOVE CEILING USING J-HOOK. CABLE SHALL BE SUPPORTED A MAXIMUM OF EVERY 48-60 INCHES. CABLES ROUTED ABOVE CEILING SPACE SHALL NOT DRAPE ONTO CEILING TILE. CABLE SHALL NOT BE ATTACHED TO WATER PIPES, AIR DUCTS, ELECTRICAL CONDUIT OR CEILING GRID WIRE. KEY NOTES: 10 PROVIDE J-HOOK. SEE NOTE J ABOVE. OPROVIDE (2) CATEGORY 6A CABLES TO NEW MDF OR IDF ROOM AS REQUIRED PER PLANS AND SPECIFICATIONS. IF LENGTH PERMITS PROVIDE A 10' SERVICE COIL IN THE NEAREST PULL BOX OR ACCESSIBLE CEILING SPACE ABOVE THE WIRELESS ACCESS POINT SUPPORTED BY A DEDICATED J-HOOK AND COILED IN A WORKMANSHIP LIKE MANNER. PROVIDE PLENUM RATED VELCRO WRAPS FOR THE MANAGEMENT OF THE SERVICE COIL, TIE -WRAPS ARE NOT PERMITTED. REFER TO PLANS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. 3 PROVIDE 2 PORT FACEPLATE OR SURFACE MOUNTED BOX, AND CATEGORY 6A STATION CONNECTOR, REFER TO PLANS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. 4 PROVIDE (2) CATEGORY 6A PATCH CORDS TO WIRELESS ACCESS POINT. REFER TO PLAN AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. OPROVIDE WIRELESS ACCESS POINT (WAP). OMOUNTING PLATE SUPPLIED WITH WIRELESS ACCESS POINT. CONTRACTOR TO DOCUMENT AND VERIFY EACH RECEIVED. MOUNTED TO DUAL GANG RING AND 5S/DPDG BOX. OPROVIDE TILE BRIDGE FOR ALL ACCESSIBLE CEILING MOUNTED WIRELESS ACCESS POINTS. MOUNT PER MANUFACTURERS INSTALLATION GUIDELINES. (�)CEILING TILE / CEILING GRID SYSTEM (ACCESSIBLE CEILING SPACE) (9) PROVIDE 3/8" MIN. HILTI KB3 WEDGE ANCHOR FOR CONCRETE CONSTRUCTION, MIN. EMBEDMENT PER. MANUFACTURES INSTALLATION GUIDELINES. 10 PROVIDE 1-1/4" CONDUIT TO THE NEAREST WIRE BASKET PATHWAY OR ACCESSIBLE CEILING SPACE. SUPPORTED PER THE NEC, AND GENERAL ELECTRICAL SPECIFICATIONS. REFER TO ELECTRICAL DRAWINGS FOR CONDUIT ROUTING AND ADDITIONAL INFORMATION. PROVIDE 5S/DP MINIMUM OUTLET BOX, WITH DUAL GANG RING SUPPORTED PER THE NEC, AND GENERAL ELECTRICAL 11 SPECIFICATIONS. SUPPORTED BY 3/8" ALL THREAD MIN. 12 3/8" MIN THREADED ROD. 13 PROVIDE 7/8" SHALLOW SLOTTED CHANNEL UNISTRUT, MUST SPAN FOR 2 POINTS OF ATTACHMENT TO THE UNDERSIDE OF THE WIREBASKET WITH MINIMUM 1/4" MOUNTING SCREWS. VERIFY ATTACHMENT PLAN AND LOCATION WITH OWNERS REPRESENTATIVE PRIOR TO INSTALLATION. 14 SECURITY SCREWS 15 3/4" KNOCK OUT 16 WAP BRACKET (17 SCREW ANCHOR IN CEILING 18 CABLE LEVELS 19 2 CAT 6A JACKS 20 2 EA OF 10' CAT6A PATCH CORDS 21 LABEL ENDS OF PATCH CORDS R-4332556 DEVELOPMENT ENGINEERING msippo 11 /25/2025 U1 DESIGNED BY: SCALE: DRAWING NO.: D. STOLTZ �1� s Q w NOT TO SCALE STRIDE BUS RAPID TRANSIT gT120-JCD502 DRAWN BY: U FILENAME: SOUTH RENTON TRANSIT CENTER M. SANTO z vaC� S. w S1-BT120-J-BLD-v2020 BT105 FACILITY ID: CHECKED BY: 57079 BRT General Engineering Consultant z " SOUNDTRANSIT CONTRACT No.: TELECOM BT120 M. FREEMAN �o� �FcISTER� RTA/CN 0205-24 SHEET No: REV: 0 12/10/2024 DS MF DTF ISSUED FORBID APPROVED BY: �SSI�NAL ESUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: INSTALLATION DETAILS i2/oz/24 TRANSIT CENTER 634 0 No. DATE DSN CHK APP REVISION D. TAFT-FARREN R. PARGAS 09/06/2024 J. ALTCHECH 12/04/2024 09/06/2024 N C'7 co O 0 W 0 N O N 0 m 6 N m W w c� �I z Q I 0 a I W D m 0 I 0 co 00 LO a o M I N >Q ,r-- C/) ,�t -) 0 N O m BEND ANGLE MEASURED FROM VERTICAI HORIZONTAL CONDUIT TO TERMINATE AT PULL BOX, ENCLOSURE, CABLE RUNWAY OR STUB INTO ACCESSIBLE CEILING SPACE BEND RADIUS = MAXIMUM 6 x INTERNAL DIAMETER BEND SHALL BE PROVIDED TO CREATE OPTIMAI CONTINUATION OF CONDUIT AND CABLE TO DESTINATIOI` 1 - INCH CONDUI- VERTICAL CONDUIT TO BACK BOX '-'"o' ^"'-r1K11 T., r'"'"' DESTINATION ;UTIVE J-HOOKS LSEWHERE IN 12-INCH TO OOK IN SERIES J-HOOK SUPPORT MAY BE HL FROM CEILING AND/OR THE W, MOUNT CONDUIT VERTICAL TO HORIZONTAL BEND VERTICAL CONDUIT TO BEND 1-INCH CONDUIT 4 11/16 - INCH SQUARE x 2 1/8 - INCH DEEP BACK BOX PROVIDE SURFACE MOUNT HOUSING 4 - INCH MINIMUM CLEARANCE BETWEEN BOX AND CEILING ABOVE ACCESSIBLE CEILING BACK BOX VERTICAL CONDUIT TO BEND 1 - INCH CONDUIT -------------- CEILING LEVEL (REF: ARCHITECTURAL) - WALL (REF: ARCHITECTURAL) 4 11/16 - INCH SQUARE x 2 1/8 - INCH DEEP BACK BOX STANDARD OUTLET HEIGHT UNLESS - OTHERWISE NOTED EADED ROD TO JCTURAL CEILING ER ILING GRID (REF: CHITECTURAL) 1 GANG MUDRING FLOOR (REF: ARCHITECTURAL) WALL FLUSH BACK BOX 1 GANG 0 12/10/2024 DS MF DTF ISSUED FOR BID No. DATE DSN CHK APP REVISION INSULATED TF HORIZONTAL CONDI MINIMUM ABO` VERTICAL CONDUI HORIZONTAL CONDUIT STUB ABOVE ACCESSIBLE CEILING VERTICAL CONDUIT TO BEND 1 - INCH CONDUIT 4 11/16 - INCH SQUARE x 2 1/8 - INCH DEEP BACK BOX------------ BACK BOX - OPEN CEILING VERTICAL CONDUIT TO BEND 1 - INCH CONDUIT ----- CEILING LEVEL (REF: ARCHITECTURAL) WALL (REF: ARCHITECTURAL) 4 11/16 - INCH SQUARE x 2 1/8 - INCH DEEP BACK BOX STANDARD OUTLET HEIGHT UNLESS - — OTHERWISE NOTED CONDUIT - ROUGH IN AND CABLE PATHWAY SCALE: N.T.S. DESIGNED BY: D. STOLTZ DRAWN BY: M. SANTO CHECKED BY: M.FREEMAN APPROVED BY: D. TAFT-FARREN THREADED ROD TO STRUCTURAL CEILING BOTTOM OF BOX MOUNTED AT 10' AFF 2 GANG MUDRING FLOOR (REF: ARCHITECTURAL) WALL FLUSH BACK BOX 2 GANG BT120-JCD503 pacobs SUBMITTED BY: 1210212" R. PARGAS LADDER RACK BUTT SPLICE KIT LADDER RACK - BUTT SPLICE SCALE: N.T.S. LADDER RACK - WALL ANGLE BRACKET SCALE: N.T.S SCALE: Q w TmRIDE Q FILENAME: U 4Sw J S1-BT120-J-BLD-v2020 BRT General Engineering Consultant z " SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: REVIEWED BY: DATE: SUBMITTAL DATE: 09/06/2024 J. ALTCHECH 12/04/2024 09/06/2024 -- BT120-JCD503 KEY NOTES: 10 WALL ANGLE SUPPORT KIT, CHATSWORTH #11421-712 (2) #14 x 3" HEX HEAD WITH WASHER SELF TAPPING SMS SCREW INTO METAL BACKING (REFER TO 04/A9.11) OR 1/4" DIA. LAG SCREW WITH 3" MIN. EMBEDMENT INTO WOOD BLOCKING O3/4" PLYWOOD. ATTACH DIRECTLY TO STUD WITH #14 X 3" HEX OR #3/8" SCREWS AT 6" ON CENTER EACH STUD (4) METAL OR WOOD BACKING. BT120-JCD503 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 TELECOM INSTALLATION DETAILS TRANSIT CENTER R-4332557 DEVELOPMENT ENGINEERING -r msippo 11 /25/2025 DRAWING NO.: BT120-JCD503 FACILITY ID: BT120 SHEET No: REV: 635 0 N C'7 C'7 0 W 0 N 0 N > 0 m I 0 N_ H m I U w C� I z a ry I— cI a Ir c/)I m of 0 00 2 't 0- o M N >a ,r-- Cn '�t —) 0 0 m SIZE AS REQUIRED LADDER RACK - END CLOSING KIT SCALE: N.T.S. LADDER RACK - TRANSITION SCALE: N.T.S. 0 12/10/2024 1 IDS MF DTF I ISSUED FOR BID No. DATE DSN CHK APP I REVISION BT120-JCD504 ZEE RACKET \L BT120-JCD504 DESIGNED BY: D. STOLTZ DRAWN BY: M. SANTO CHECKED BY: M.FREEMAN APPROVED BY: D. TAFT-FARREN 90-DEGREE JUNCTION SPLICE KIT/BRACKET _ADDER RACK RADIUS DROP, CROSS MEMBER KIT/BRACKET LADDER RACK - JUNCTION SPLICE KIT SCALE: N.T.S. INSTALL 3" FROM JL LADDER RACK ALL -THREAD SUPPORT SCALE: N.T.S. pacobs SUBMITTED BY: 1210212" R. PARGAS BT120-JCD504 R RACK BT120-JCD504 TmRIDE 4S BRT General Engineering Consultant DATE: REVIEWED BY: 09/06/2024 J. ALTCHECH PARALLEL MOUNTING TYP. TOP PI TYP. LADDE 6" STAND-OFF ELEVATION BRACKETS 'MENT RACK LADDER RACK - STAND-OFF BRACKETS SCALE: N.T.S. # 14 x 3" HEX HEAD WITH WASHER SELF TAPPING SMS SCREW INTO METAL BACKING OR 1/4" DIA. LAG SCREW WITH 3" MIN. EMBEDMENT INTO WOOD BLOCKING I 1 RUNWAY STAND-OFF \ SPLIT LOCK WASHER FENDER WASHER - I - 1/2"0 HILTI - Kb-Tz 1/2" WITH 3-1/4" EMBEDMENT PER ICC \ ESR-1917 \ RUNWAY END SUPPORT Q w Q cn U) W J Z J SOUNDTRANSIT DATE: 12/04/2024 i LADDER RACK - WALL MOUNTED SCALE: N.T.S. SCALE: FILENAME: S1-BT120-J-BLD-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 09/06/2024 PERPENDICULAR MOUNTING BT120-JCD504 DEVELOPMENT ENGINEERING msippo 11 /25/2025 BT120-JCD504 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 TELECOM INSTALLATION DETAILS TRANSIT CENTER R-4332558 DRAWING NO.: BT120-JCD504 FACILITY ID: BT120 SHEET No: REV: 636 0 N C'7 C'7 0 W 0 N O N 0 J m O N H m W U w C� I H W Z Q ry H I 0 0- ry I W D m O I 0 co 00 LO a o � I N >Q Cn 0 0 m BONDING CONDUCTOR TO BLDG STEEL LABEL: TO BLDG STEEL BONDING CONDUCTOR TO 110 BLOCKS LABEL: TO 110 BLOCKS BONDING CONDUCTOR TO CONDUIT & OTHER PATHWAYS TO CONDUIT BONDING CONDUCTOR TO OVERHEAD CABLE SUPPORT TO TRAY/RUNWAY BONDING CONDUCTOR TO EQUIPMENT RACKS LABEL: TO EQMT RACKS O IvnTPQ 0 �0 0 J W w W c� 0 J In O IN W — LABEL: TO (NEXT TR) Z 0 EXOTHERMIC WELD TBC, INSULATED CONDUCTOR m TO TGB - LABEL: TO (PREY TR) 0 0 0 0 0 TBB, INSULATED CONDUCTOR TO TMGB GROUND BUSBAR LABEL: (CURRENT TR) 1. REFER TO ROOM PLANS FOR BUSBAR MOUNTING LOCATION 2. REFER TO GROUNDING RISER DIAGRAM FOR LIST OF EQUIPMENT REQUIRING GROUNDING. ITEMS SHOWN HERE ARE AN EXAMPLE BONDING - LABELING BUS BAR SCALE: N.T.S. 0 1 12/10/2024 I DS I MF I DTF I ISSUED FOR BID No. I DATE I DSN I CHK I APP I REVISION BT120-JCD505 DESIGNED BY: D. STOLTZ DRAWN BY: M. SANTO CHECKED BY: M.FREEMAN APPROVED BY: D. TAFT-FARREN SPLICE IN EXTERI14/ I LL 1 I I I VV/ ILI\, HEX NUT) THROUGH STRINGER .;acobs SUBMITTED BY: 12102124 R. PARGAS NOTES: V lJ l 1 \.J I 1 CABLE RUNWAY (TYP) C OR H TAPS #6 TBC TO #2 (OPEN END DRAIN) TO TGB. EQ RACKS #6 TO #2. ACTIVE EQUIP RECEIVE DEDICATED #6 TBC TO TGB. SEPARATE ACTIVE AND NON -ACTIVE GROUND BONDING PATHS TO TGB STRAP, WITH FASTENER (TYP) #2 FOR BONDING (C-H TAPS) TO NON ACTIVE EQUIPMENT LADDERS, TRAYS, EQUIPMENT FRAMES. TBC TO TGB TO RM BRANCH PANEL EQUIP GRND BUS- BUILDING STEEL AND TBB IF AVAILABLE - #2 1. PROVIDE BONDING STRAPS AT ALL RUNWAY SPLICES.WITH SINGLE ATTACHMENT TO TGB (PREVENTS GRND LOOPS). 2. PROVIDE BOND HOME RUN FROM TGB TO ACTIVE EQUIPMENT. 3. CONNECTOR, TYPE #1: TBC-TO-RUNWAY CONNECTOR, SINGLE BARREL LUG. COMPRESSION TYPE CONNECTORS ONLY. 4. CONNECTOR, TYPE #2: TBC TAP CONNECTOR, C-TYPE COMPRESSION TAP. 5. CONNECTOR, TYPE #3: TBC-TO-RACK CONNECTOR, BARREL LUG, 1-BOLT/1-HOLE. 6. FASTENER FOR STRAP SHALL CONSIST OF SELF -TAPPING SCREW WITH LOCK WASHER. FASTENER LENGTH SHALL NOT IMPEDE ON OPPOSITE SIDE OF STRINGER. 7. ABRADE THE FINISH OF THE RACK WHERE THE GROUND WIRES ARE BONDED. BONDING CABLE RUNWAY � 2 SCALE: N.T.S. BT120-JCD505 4ST)?IDE BRT General Engineering Consultant DATE: REVIEWED BY: 09/06/2024 J. ALTCHECH Q w U) cn W J Z J SOUNDTRANSIT DATE: 12/04/2024 SCALE: FILENAME: S1-BT120-J-BLD-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 09/06/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 TELECOM INSTALLATION DETAILS TRANSIT CENTER R-4332559 DEVELOPMENT ENGINEERING msippo 11 /25/2025 Ul DRAWING NO.: BT120-JCD505 FACILITY ID: BT120 SHEET No: REV: 637 0 0 N O N 0 m 0 N m W U w c� I W z a ry ~I 0 0- a ry I W D m OI O 00 LO a o LO I N66 >a Cn 0 N O m SLEEVE —i FAI SLEEVE —i ELECTRICAL ROOM L IDF ROOM IDF ROOM TBB TEBC — TBB TEBC ACEG ------ --———————— — — — — —� � — — — i I — — — — — — — — CABLE TRAY ACCESSIBLE ---- CABLE RUNWAY CEILING ----- TGB RACKS --- ------ (TYP.) TGB ----- TBB TBB ELECTRICAL PANEL(TYP ------ SLEEVE ---- SLEEVE U SLEEVE n SLEEVE ELECTRICAL MDF ROOM 1 IDF ROOM SERVICE ENTRANCE SLEEVE TEBC TBB 6 AWG BONDING STRAP / TEBC (TYP) BCT _ ----—————— — — — — —-) — — i TEBC — — — — — — — — CABLE TRAY ACCESSIBLE -- - CABLE RUNWAY CEILING e ,® TMGB RACKS/FRAMES/CABINETS/ AC GROUNDING ELECTRODE ' ENCLOSURES (TYP.) TGB SYSTEM PER DIV 26 O BEP (BUILDING ENTRANCE PROTECTION) IILJ GENERAL NOTES: --------------------i A. THIS DETAIL CONVEYS REQUIREMENTS FOR THE CONSTRUCTION OF THE GROUNDING AND BONDING SYSTEM TO PROVIDE A PERMANENT BONDING INFRASTRUCTURE FOR COMMUNICATIONS SYSTEMS, BUT IS GENERIC IN NATURE. SOME ELEMENTS SHOWN MAY NOT BE PRESENT IN THE PROJECT, BUT THOSE ELEMENTS THAT ARE PRESENT SHALL BE GROUNDED AS SHOWN. REFER TO FLOOR PLANS, ELEVATIONS, AND SPECIFICATIONS FOR EXACT LOCATIONS OF GROUNDING AND BONDING ELEMENTS. B. THE TELECOMMUNICATIONS GROUNDING AND BONDING SYSTEM IS BONDED TO THE BUILDING GROUNDING SYSTEM AND IS INTENDED TO PROVIDE A PERMANENT BONDING INFRASTRUCTURE FOR COMMUNICATIONS SYSTEMS. THE PERFORMANCE OF TELECOMMUNICATIONS GROUNDING AND BONDING SYSTEM IS DEPENDANT UPON THE INTEGRITY OF THE BUILDING GROUNDING SYSTEM. THE BUILDING GROUNDING SYSTEM IS COMPRISED OF THE AC ELECTRODE GROUNDING SYSTEM AND THE EQUIPMENT GROUNDING SYSTEM SPECIFIED IN THE DIVISION 26 SPECIFICATION SECTION ELECTRICAL - GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS. C. GROUNDING BACKBONE, ALL CONDUIT SLEEVES AND TMGB / TGB IN EACH TR PROVIDED BY ELECTRICAL CONTRACTOR. D. GROUNDING TO ELEMENTS WITHIN TR PROVIDED BY SCS CONTRACTOR. E. CABLE TRAY AND GROUNDING OF CABLE TRAY BY ELECTRICAL CONTRACTOR. F. CABLE RUNWAY AND GROUNDING OF CABLE RUNWAY BY SCS CONTRACTOR. G. GROUNDING EQUALIZERS (GEs) ARE NOT SHOWN ON THE DETAIL FOR CLARITY AND ARE NOT ALWAYS REQUIRED. REFER TO THE ELECTRICAL CONTRACTOR AND DIVISION 26 SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. H. THE CONDUIT SLEEVE(S) FOR THE ROUTING OF THE GROUNDING CONDUCTORS SHALL BE SIZED ACCORDING TO THE LATEST EDITION OF THE NEC. THE MINIMUM SIZE SHALL BE 1-INCH. 0 12/10/20241 DS MF DTF ISSUED FOR BID No. DATE DSN CHK APP REVISION GROUNDING AND BONDING SYSTEM SCALE: N.T.S. DESIGNED BY: D. STOLTZ DRAWN BY: M. SANTO CHECKED BY: M.FREEMAN APPROVED BY: D. TAFT-FARREN LEGEND BT120-JCD506 TBB CONDUCTOR SIZES INSULATED GROUND WIRE 0 TO 20 FEET = #4 AWG 6 AWG STRANDED, GREEN 20 TO 26 FEET = #3 AWG INSULATED GROUND WIRE 26 TO 33 FEET = #2 AWG OSP COPPER CABLE 33 TO 44 FEET = #1 AWG 44 TO 52 FEET = #1/0 AWG 52 TO 66 FEET = #2/0 AWG GREATER THAN 66 FEET = #3/0 AWG .;acobs SUBMITTED BY: 12102124 R. PARGAS 4STJ?IDE BRT General Engineering Consultant DATE: REVIEWED BY: 09/06/2024 J. ALTCHECH 2 U z 19 1/4-INCH - 3/4-INCH 1/4-INCH DIAMETER (TYP) 1/4-INCH x 1/2-INCH (TYP) ACCOMODATES "A" ALL BARS ARE MANUFACTURED SPACED TWO HOLE LUGS. FROM 1/4-INCH THICK ELECTROLYTIC TOUGH PITCH COPPER ALLOY 110. GROUNDING - RACK BONDING BUSBAR (RBB) SCALE: N.T.S. 1/ 5/8 PROVIDE STANDARD BICSI PATTERN CONFIGURATION 31/2_00� 1 3/4 BT120-JCD506 STAND-OFF WALL MOUNTING 20\ BRACKET ®®® INSULATOR 1/8 00 0 ®®®® ®® 0®0 5/16 DIA. HOLE 7/16 DIA. HOLE #350 KCMIL TELECOMMUNICATIONS BONDING CONDUCTOR(TBC) TO MAIN ELECTRICAL GROUND POINT 0 GROUNDING - PRIMARY BONDING BUSBAR (PBB) SCALE: N.T.S. 1/ 2 1/2 20 1 1/8 STAND-OFF ® WALL MOUNTED BRACKET INSULATOR 5/8-J ® ® 0�0 PROVIDE STANDARD BICSI PATTERN CONFIGURATION 0 5/16 DIA. HOLE 7/16 DIA. HOLE EXOTHERMIC WELD CONNECTION #4/0 TELECOMMUNICATIONS BONDING BACKBONE (TBB) TO PRIMARY BONDING BUSBAR (PBB) 1 1 3/4 MOUNT 12-INCHES AFF TO BOTTOM OF PBB. .19 BT120-JCD506 MOUNT 12-INCHES AFF TO BOTTOM OF SBB. GROUNDING - SECONDARY BONDING BUSBAR SCALE: N.T.S. SCALE: Q w FILENAME: Q U) � S1-BT120-J-BLD-v2020 w Z J J SOUNDTRANSIT . CONTRACT No.: RTA /CN 02 -24 05 DATE: SUBMITTAL DATE: 12/04/2024 09/06/2024 L VELOPMENT ENGINEERING msippo 11 /25/2025 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 TELECOM INSTALLATION DETAILS TRANSIT CENTER BT120-JCD506 R-4332560 DRAWING NO.: BT120-JCD506 FACILITY ID: BT120 SHEET No: REV: 638 0 N C'7 C'7 0 LU 0 N O N 0 J m 0 N_ H am w C�1 z Q ry ~I 0 d ry I D m O I O co 00 LO d M N 0 � QI 66 Cn 0 N O CO Note 0 12/10/2024 DS MF No. DATE DSN CHK THE BT120-CR-06 BT120-CR-07 BACKBONE SCHEDULE FROM TO BT120-CR-08 TELECOM RC (ST SIDE F------- SEE CAMERA CABLE SCHEDULE, BT120-JCS006 SUBSCRIPT cabinet or rack cabinet or rack Equipment ID Description 24SMF FOR KCM CR05 024F.SM.01A-BT120-L1208-CR05-FPP04:A-B KCM NORTH PROVIDER CONNECTION 24SMF FOR KCM 24SMF FOR KCM CR05 024F.SM.01B-BT120-L1208-CR05-FPP04:C-D 024F.SM.01C-BT120-L1208-CR05-FPP04:E-F KCM SOUTH PROVIDER CONNECTION KCM LUMEN FIBER CR05 48SMF FOR KCM CR05 CR06 048F.SM.01-BT120L1208-CR05-FPP04:G-H-1-J / CR06-FPP-05:A-B-C-D 48SMF BETWEEN KCM SP and KCM RACK 6 12SMF FOR KCM CR06 DC03 012F.SM.01-BT120-L1208-CR06-FPP05:E / DC03-FPP-01:A 012F.SM.09-BT120-L1208-CR06-FPP05:F / DC04-FPP-01:A KCM RAPID RIDE BAY 2 CABINET KCM BAY 5 CABINET 12SMF FOR KCM CR06 DC04 12SMF FOR KCM CR06 DC06 012F.SM.01-BT120-L1208-CR06-FPP05:G / DC06-FPP-01:A KCM BEB YARD 12SMF FOR ST CR04 CR02 012F.SM.02A-BT120-L1208-CR04-FPP03:A 012F.SM.05-BT120-L1208-CR04-FPP03:B-C / CR02-FPP-02:A-B ISP PROVIDER TO ST FIBER RACK 24SMF BETWEEN ST SP and ST RACK 2 24SMF FOR ST CR04 24SMF FOR ST CR04 CR01 012F.SM.05-BT120-L1208-CR04-FPP03:D-E / CR01-FPP-0I:A-B 24SMF BETWEEN ST SP and ST RACK 1 12SMF FOR ST CR04 DC01 012F.SM.03-BT120-L1208-CR04-FPP03:F / DC01-FPP-01:A ST STRIDE BAY 1 CABINET 12SMF FOR ST CR04 DCO2 012F.SM.04-BT120-L1208-CR04-FPP03:G / DCO2-FPP-01:A ST STRIDE BAY 8 CABINET 12SMF FOR ST CR04 DC05 012F.SM.08-BT120-L1208-CR04-FPP03:H / DC05-FPP-01:A ST BAY 5 CABINET VARIOUS CAT6 CAMERA CABLES FROM SITE DTF ISSUED FORBID APP REVISION DESIGNED BY: D. STOLTZ DRAWN BY: M. SANTO CHECKED BY: M.FREEMAN APPROVED BY: D. TAFT-FARREN .;acobs �0" SUBMITTED BY: 12102124 R. PARGAS Q w U 4fTmRIDE U) C/) W J BRT General Engineering Consultant z LL DATE: REVIEWED BY: 09/06/2024 J. ALTCHECH SCALE: M;rmr=,, 1211 = 1'-0„ FILENAME: S1-BT120-J-BLD-v2020 SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: SUBMITTAL DATE: 12/04/2024 09/06/2024 BT 120-CR-03 J ATA CABLE SCHEDULE, -JCS006 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 TELECOM OUTLET AND MATRICES TRANSIT CENTER R-4332561 DEVELOPMENT ENGINEERING msippo 11 /25/2025 Ul DRAWING NO.: BT120-J FS001 FACILITY ID: BT120 SHEET No: REV: 639 0 N C'7 C'7 0 LU s' 0 N O N 0 J m O N m V) U LU C� �I V) z Q ry I 0 d Q ry c/)I D m OI O 00 LO � M �o I � a Cn L N O O �p N cy) L N _ co m TELECOM ELE( 2 06/27/2025 RS FG FG ADDENDUM #2 1 06/13/2025 RS FG FG ADDENDUM #1 0 12/10/2024 RS FG FG ISSUED FORBID No. I DATE I DSN I CHK I APP I REVISION - / / DESIGNED BY: R. SHADID DRAWN BY: G. KING CHECKED BY: F. GIST APPROVED BY: F. GIST I I 10' W FA STORAGE 10' WATERLINE EASEMENT / / 1 / BT120-JCP222 / A, LIMITS OF WATER EASEMENT AFN-91-G31 T0843 EASEM 74, T AFN� 60268 .;acobs SUBMITTED BY: 6127125 R. PARGAS LOT 2 CITY OF RENTON LOT LINE ADJUSTMENT 4STm)?IDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH Q w U)� W J Z J SOUNDTRANSIT DATE: 12/10/2024 SCALE: 1 " = 20'-0" FILENAME: S1-BT120-J-BLD-v2020 CONTRACT No.: RTA/OA 0206-19 SUBMITTAL DATE: 12/10/2024 GENERAL NOTES: 1. REFER TO DRAWING BT120-JCN051 FOR LEGEND, ABBREVIATIONS AND GENERAL NOTES. PLATFORM tF CORE FACILITY KEY PLAN N 20 10 0 20 40 SCALE IN FEET DEVELOPMENT ENGINEERING msippo 11 /25/2025 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 SECURITY SITE — OVERALL PLAN TRANSIT CENTER R-4332562 DRAWING NO.: BT120-JCP003 FACILITY ID: BT120 SHEET No: REV: 640 2 cY) 0 W 0 N 0 N 0 J m 0 N H m W U w C� I H W z Q 0 a I W m 0 I 0 co 00 LO co a �I LO ti U) L N o 0 co N cY) L N _ (.0 m SECURITY GENERAL NOTES ABBREVIATIONS SECURITY LEGEND AND SYMBOLS KEY NOTES: SYMBOL DESCRIPTION 10 FURNISH AND INSTALL (1) 18 AWG 2 CONDUCTOR CABLE. 1. DO NOT SCALE FROM DRAWINGS. THESE DRAWINGS ARE REPRESENTATIVE FOR THE FLOOR PLANS. FIELD ACAMS ACCESS CONTROL & ALARM MONITOR SYSTEM 20 FURNISH AND INSTALL (1) 22 AWG 4 CONDUCTOR CABLE. VERIFY ALL REQUIRED DIMENSIONS PRIOR TO INSTALLATION. 03 FURNISH AND INSTALL (1) 22 AWG 6 CONDUCTOR SHIELDED CABLE. 2. ALL SECURITY EQUIPMENT SHALL BE APPROVED FOR INSTALLATION BY THE CITY REPRESENTATIVE. CAM CAMERA q CENTERLINE CONDUIT SURFACE MOUNTED 40 FURNISH AND INSTALL WALL MOUNT CARD READER.NDUIT 3. EXACT LOCATION AND MOUNTING REQUIREMENTS FOR ALL SECURITY EQUIPMENT SHALL BE REVIEWED IN CR CARD READER COCCO O ONLY CONDUIT UNDERGROUND OFURNISH AND INSTALL SURFACE MOUNT DOOR CONTACT. THE FIELD AND COORDINATED WITH THE OWNER. CONTROL — — — — � CONDUIT CONTINUATION 4. CONTRACTOR SHALL FIRE SEAL ALL CORES AND PENETRATIONS ASSOCIATED WITH THE SECURITY SCOPE DID DOOR INTRUSION DETECTOR FIELD ROUTE 1 INCH CONDUIT TO SECURITY CONTROL PANEL. O OF THE WORK FOR THIS PROJECT. FIRE SEAL SHALL MEET OR EXCEED THE FIRE RATING OF THE MEDIA DDOOR STATUS CONTACT — — — — CONDUIT STUB BEING PENETRATED. 07 FURNISH AND INSTALL REQUEST -TO -EXIT. (E) EXISTING SECURITY EQUIPMENT ENCLOSURE 5. ALL CONDUIT, RACEWAYS, PULLBOX AND ASSOCIATED HARDWARE TO BE INSTALLED IN ACCORDANCE WITH 08 FURNISH AND INSTALL ROLL -UP DOOR CONTACT. THE REQUIREMENTS OF THE DIVISION 26 SPECIFICATIONS. EA. EACH ELC ELECTRIFIED MORTISE LOCK Efl JUNCTION BOX SIZED PER NEC OCAMERA TYPE PER DRAWINGS AND SPECIFICATIONS. LENS SIZE AS 6. UNLESS OTHERWISE NOTED ALL SECURITY RELATED ELECTRIC LOCK HARDWARE SHALL BE PROVIDED BY EPB ELECTRICAL PULL BOX REQUIRED TO OBTAIN DESIRED VIEW. INCLUDE APPROPRIATE MOUNTING OTHERS. EXST EXISTING EPB ELECTRICAL PULLBOX HARDWARE FOR THE LOCATION. 7. REQUEST TO EXIT DEVICES DO NOT PRECLUDE EXITING FROM THE INTERIOR. ALL EXISTS ARE FREE EGRESS AND SHALL NOT REQUIRE THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT TO EXIT. FBO FURNISHED BY OTHERS SPB SECURITY PULLBOX 10 INCLUDE TILE BRIDGE AND ELECTRICAL BACKBOX FOR CAMERAS FDU FIBER OPTIC DISTRIBUTION UNIT MOUNTED IN ACOUSTICAL TILE. 8. POWER AND COMMUNICATION WIRING SHALL BE PROVIDED IN SEPARATE CONDUITS AS SHOWN. MAINTAIN FOC FIBER OPTIC MEDIA CONVERTER FOPP FIBER OPTIC PATCH PANEL SPD SURGE PROTECTION DEVICE 12" SEPARATION BETWEEN POWER AND COMMUNICATION CONDUITS WHEN PARALLEL RUNS EXCEED 10' IN 11 PROVIDE ACCESS CONTROL PANEL TO ACCOMMODATE REQUIRED LENGTH. COMPONENTS. GO GATE OPERATOR O JUNCTION BOX SIZED PER DETAIL 0 I T E R IT 9. CONTRACTOR TO PROVIDE ALL CABLING, CONNECTIONS AND DEVICES AS SHOWN ON THE DRAWINGS TO El CARD READER . PROVIDE A COMPLETE AND OPERATIONAL SYSTEM. IC INTERCOM 13 PROVIDED BY TELECOM CONTRACTOR. REFER TO SHEET BT120-JCE262 10. CONTRACTOR TO UNIQUELY TAG ALL ADDRESSABLE SECURITY SYSTEM COMMON WITH AN EQUIPMENT IFP INTELLIGENT FIELD PROCESSOR IN INPUT DS DOOR STATUS CONTACT FOR DETAILS. IDENTIFICATION TAG, PER THE SPECIFICATIONS AND EQUIPMENT NUMBERING SYSTEM NOMENCLATURE R PR ED B ECUCON CTO SHOWN ON THIS SHEET. KPD KEYPAD OE ELECTRIFIED MORTISE LOCK 15 PROVIDE HOME -RUN 1" CONDUITS FROM CARD READERS AND DOOR 11. CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING ALL WORK IN STRICT COMPLINCE WITH NATIONAL ELECTRIC CODE (NEC) 70. LMN LATCH MONITOR MP MECHANICAL PANIC CONTACT TO ACCESS CONTROL PANEL IN THE TELECOM ROOM (TYPICAL). 12. CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING ALL WORK IN STRICT COMPLINCE WITH AMERICAN MP MECHANICAL PANIC ALARM El REQUEST TO EXIT SWITCH 16 PROVIDE (1) 6" x 6" x 4" NEMA 1 JUNCTION BOX. MOUNTED ABOVE THE DISABILITY ACT (ADA). MS MOTION SENSOR CEILING ON THE SECURE SIDE, AT EACH ACCESS CONTROLLED DOOR OK KEYPAD T C 13. CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING ALL WORK IN STRICT COMPLINCE WITH INTERNATIONAL BUILDING CODE (IBC). (N) NEW 0 TAMPER SWITCH 17 O PROVIDED BY OWNER. INSTALLED BY SECURITY CONTRACTOR. 14. CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING ALL WORK IN STRICT COMPLINCE WITH OH OPPOSITE HAND ST REQUIREMENT MANUAL. OUT OUTPUT GO GATE OPERATOR PS POWER SUPPLY El INTERCOM SECURITY WIRE AND CABLE - REFERENCE RX REQUEST -TO -EXIT O LIMIT SWITCH (EXCERPT FROM SECTION 28 05 13 SECWS SECURITY WORKSTATION MS MOTION SENSOR TYPE A: SMARTWIRE MODEL 4461140 (LATEST VERSION), ONE 18 AWG FOUR CONDUCTOR NON -SHIELDED, ONE SPB SECURITY PULL BOX 22 AWG, SIX CONDUCTOR SHIELDED, ONE 22 AWG, FOUR CONDUCTOR NON -SHIELDED, AND ONE 22 El PEDESTAL AWG, TWO CONDUCTOR NON -SHIELDED, OR APPROVED EQUAL. TMP TAMPER SWITCH TX TRANSMITTER PTZ PAN -TILT -ZOOM CAMERA TYPE B: WEST PENN MODEL AQC3186 (LATEST VERSION), 18 AWG, SIX CONDUCTOR TWISTED, SHIELDED, WATERBLOCKED CONSTRUCTION OR APPROVED EQUAL. UON UNLESS OTHERWISE NOTED FIX FIXED CAMERA TYPE C: WEST PENN MODEL 224 (LATEST VERSION), 18 AWG, TWO CONDUCTOR, NON -SHIELDED, OR APPROVED EQUAL. 180 FIXED CAMERA, 180 DEGREE TYPE D: WEST PENN MODEL 4246 (BLACK JACKET) (LATEST VERSION), 23 AWG, FOUR PAIR (CAT 6), OR APPROVED EQUAL. 360 FIXED CAMERA, 360 DEGREE TYPE E: MOHAWK MODEL M57622 (BLACK JACKET) (LATEST VERSION), 24 AWG, FOUR PAIR (CAT 6), WATERBLOCKED CONSTRUCTION OR APPROVED EQUAL. TYPE F: WEST PENN MODEL 241 (LATEST VERSION), 22 AWG, FOUR CONDUCTOR, NON -SHIELDED, OR APPROVED EQUAL. TYPE J: WEST PENN MODEL AQC224 (LATEST VERSION), 18 AWG, TWO CONDUCTOR, NON -SHIELDED, WATERBLOCKED CONSTRUCTION OR APPROVED EQUAL. TYPE K: WEST PENN MODEL AQC439 (LATEST VERSION), 22 AWG, FOUR PAIR, SHIELDED, WATERBLOCKED CONSTRUCTION, OR APPROVED EQUAL. TYPE R: FIBER OPTIC CABLING: CORNING FREEDM® CABLES, SINGLE JACKET, MULTIMODE 62.5/125 dam INDOOR/OUTDOOR, 12 FIBERS PER CABLE, MINIMUM, FIBERS TIGHT -BUFFERED, NOT IN GEL -FILLED LOOSE TUBE, 900 pm GRADED -INDEX GLASS, MINIMUM TENSILE STRENGTH; 600 POUNDS. EQUIPMENT NUMBERING SYSTEM EQUIPMENT CODE INSTANCE NUMBER LOCATION CODE R-4332563 YYYY YYY ## ** REFER TO GEN-GZN006 & GEN-GZN007 ENGINEERING ' FOR ADDITIONAL SYMBOLS AND LEGEND. FDEVELOPIMENT o 11 /25/2025 DESIGNED BY: R. SHADID TAFT, A SCALE: NITS STRIDE BUS RAPID TRANSIT DRAWING NO.: �tiwAs- o 7 Jacobs4fTmRIDEw J SOUTH RENTON TRANSIT CENTER BT105 BT120-JCN051 DRAWN BY: G. KING FLENAME: S1-BT120-J-BLD-v2020 FACILITY ID: BRT General Engineering Consultant z " BT120 CHECKED BY: CONTRACT No.: F. GIST 57079 ��� RFGISTFR�° SOUNDTRANSIT RTA/OA 0206-19 SECURITY 1 06/27/2025 RS FG FG ADDENDUM #2 SHEET No: REV: �SSIONAL 6��1 SYMBOLS AND LEGEND 0 12/10/2024 RS FG FG ISSUED FORBID APPROVED BY: SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: F. GIST 6127125 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 641 1 No. DATE DSN CHK APP REVISION N C'7 C'7 0 LU 0 N O N 0 J m O N H m V) U LU C� �I V) Z ry ~I 0- ry c/)I D m OI O 00 LO � M Q_ r I 0Q Cn Ln N O O �p N cy) LO N _ co m i 2.1 2.3' \2 4 BT120-CAM-204 I 180 LL - - B20-CA T1M-203 180 FIX 2.J I I 360p BT120-CAM-201 ELECTRICAL BT120L1209 STORAGE 1 BT120L1210 — BT120-ACR-07 III BT120L1209 BT120L1210A� — U - -� BT120-ACR-08 � BT120-CAM-202 CBT12Bi 6180 2 06/27/2025 RS FG FG ADDENDUM #2 1 06/13/2025 RS FG FG ADDENDUM #1 0 12/10/2024 RS FG FG ISSUED FORBID No. DATE DSN CHK APP REVISION BT120-DID-01 TELECOM BT1 20-CAM-206 I U, DESIGNED BY: R. SHADID DRAWN BY: G. KING CHECKED BY: F. GIST APPROVED BY: F. GIST 2.5 (2.6 2.7 BT120-CAM-209 n2.8 SECURITY RACK (CCTV) RTv )n_r,D—r)1 180 X CORE FACILITY PLAN SCALE: 3/16" = 1'-0" .;acobs SUBMITTED BY: 612 712 5 R. PARGAS DATE: 12/10/2024 BT120-JCP003 4STm)?IDE BRT General Engineering Consultant REVIEWED BY: J. ALTCHECH BT120-ACR-03 BT120-CAM-210 ' SCALE: Q Lu mrr 3/16" = 1'-0" Q FILENAME: U)C/) w S1-BT120-J-BLD-v2020 Z J J � SOUNDTRANSIT CONTRACT No.: RTA/OA 0206-19 DATE: SUBMITTAL DATE: 12/10/2024 12/10/2024 GENERAL NOTES: 1. REFER TO DRAWING BT120-JCN051 FOR LEGEND, ABBREVIATIONS AND GENERAL NOTES. 2. THIS PLAN DEPICTS THE GENERAL LOCATION OF EQUIPMENT, FIELD DEVICES AND CABLE PATHWAYS. AVOID CONFLICTS WITH EXISTING EQUIPMENT AND COORDINATE FINAL MOUNTING LOCATIONS AND RACEWAY ROUTING WITH OWNER. 3. EQUIPMENT, FIELD DEVICES, CABLE AND CONDUITS SHALL BE LABELED WITH APPROPRIATE TAG NUMBERS AS SHOWN ON THE LEGEND, SPECIFICATIONS AND DETAILS. 4. REFER TO DIV 26 SPECIFICATIONS FOR CONDUIT REQUIREMENTS. 5. DETAILS AS SHOWN ON DWG BT120-JCD551 TO BT120-JCD555 SHALL BE FOLLOWED WHETHER REFERENCED ON THE PLANS OR NOT. 6. ALL FACILITY DOORS HAVE CARD KEY ACCESS EXCEPT FOR OPERATOR RESTROOM AND LACTATION ROOM, WHICH WILL BE KEYED ENTRY BY DRIVERS FROM ST AND KCM. 7. REFER TO DRAWING BT120-JCS051 FOR SECURITY NETWORK RISER DIAGRAM. 8. REFER TO TELECOM DRAWING BT120-JCP-122 FOR CAMERAS CONDUITS PATHWAY, DETAILS AND CABLES SCHEDULE. �2.9 \T q2>-(- ECURITY BLDG BT120-SECWS-03 PLATFORM BT120-CAM-21 Z A6.v BT120-SECWS-01 E nI F N G H 8 4 0 8 CORE FACILITY GEN ®SCALE IN FEET KEY PLAN N DEVELOPMENT ENGINEERING msippo 11 /25/2025 R-4332564 DRAWING NO STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT120-JCP222 BT105 FACILITY ID: SECURITY BT120 SHEET No: REV: FLOOR PLAN CORE FACILITY 642 2 N C'7 C'7 0 LU 0 N O N 0 J m 0 N H m U LU C� �I z Q ry 0I a Q ry C/)I D m OI 0 co 00 LO 00 Q ai . U) V--D Lo N O o co N cY) O N _ LO m 12.1) (2.32.4� TELECOM I ELECTRICAL BT120L1209 BT120-JCD552 SECURITY RACK (CCTV) BT120-CR-01 - TELECOM 3T120L1208 ELECO BT120-ACP-01 BT120-SC-18 BT120-SC-17 T120-SC-16 — — — — — — 1 — — —CR l CR BT120-JCD552 BT120-SC-19 _ V-�BT120-ACR-06 16 BT120-ACR-07 STORAGE I I 1 1 I I BT120-JCD552 BT120L1210 _ � � 2 _ �� .G BT120-ACR-08 BT120-SC-20 I 3 BT120-JCD551 IDS I BT120-DID-01 (2.5 OPERATOR RESTROOM BT120L1207 15 10 R \�BT120-ACR-05 2 BT120-JCD552 2.6 C OPERATOR OPERATOR RESTROOM RESTROOM BT120L1206 BT120L1205 OPERATOR RESTROOM BT120L1204 I (1 BT120-JCD552 JANITOR BT120L1203 T120-SC-15 . 1�m \-FBT120-ACR-04 \l\ LACTATION ROOM BT120LlM n2.8 1 BT120-ACR-01 16 BT1�0-J�CD552 CR SEC ..................�....L --4 STORAG RT19nI 1 gn11 1 1 BT1 BT120-SC-14 11 SECURITY BT120-ACR-03 BT120-SC-13 I BLDG BT120L1200� GENERAL NOTES: 1. REFER TO DRAWING BT120-JCN051 FOR LEGEND, ABBREVIATIONS AND GENERAL NOTES. 2. THIS PLAN DEPICTS THE GENERAL LOCATION OF EQUIPMENT, FIELD DEVICES AND CABLE PATHWAYS. AVOID CONFLICTS WITH EXISTING EQUIPMENT AND COORDINATE FINAL MOUNTING LOCATIONS AND RACEWAY ROUTING WITH OWNER. 3. EQUIPMENT, FIELD DEVICES, CABLE AND CONDUITS SHALL BE LABELED WITH APPROPRIATE TAG NUMBERS AS SHOWN ON THE LEGEND, SPECIFICATIONS AND DETAILS. 4. REFER TO DIV 26 SPECIFICATIONS FOR CONDUIT REQUIREMENTS. 5. DETAILS AS SHOWN ON DWG BT120-JCD551 TO BT120-JCD555 SHALL BE FOLLOWED WHETHER REFERENCED ON THE PLANS OR NOT. 6. ALL FACILITY DOORS HAVE CARD KEY ACCESS EXCEPT FOR OPERATOR RESTROOM AND LACTATION ROOM, WHICH WILL BE KEYED ENTRY BY DRIVERS FROM ST AND KCM. 7. REFER TO DRAWING BT120-JCS051 FOR SECURITY NETWORK RISER DIAGRAM. 8. REFER TO TELECOM DRAWING BT120-JCP-122 FOR CAMERAS CONDUITS PATHWAY, DETAILS AND CABLES SCHEDULE. BT120-JCC �2. T BT120-ACR7021 U 1 BT120-JCD552 PLATFORM E nI F N G H 8 4 0 8 CORE FACILITY GEN KEY PLAN SCALE IN FEET DEVELOPMENT ENGINEERING msippo 11 /25/2025 R-4332565 DESIGNED BY: SCALE: DRAWING NO.: R. SHADID � o wasN`9�p Q w 3/16" =1'-0° STRIDE BUS RAPID TRANSIT gT120-JCP223 DRAWN BY: Q- 7 FILENAME: SOUTH RENTON TRANSIT CENTER G. KING vaCos w S1-BT120-J-BLD-v2020 BT105 FACILITY ID: CHECKED BY: BRT General Engineering Consultant z � CONTRACT No.: BT120 1 06/13/2025 RS FG FG ADDENDUM #1 F. GIST �o�GIST VSOUNDTRANSIT SECURITY - �`�`<� RTA/OA 0206-19 SHEET No: REV: 0 12/10/2024 RS FG FG ISSUED FORBID APPROVED BY: SIGNAL G0 SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: CONDUIT PLAN No. DATE DSN CHK APP REVISION IF. GIST 1 6/13/25 1R. PARGAS 112/10/2024 J. ALTCHECH 112/10/2024 12/10/2024 1 CORE FACILITY 643 1 CONDUIT AND WIRING SCHEDULE CONDUIT TAG EQUIPMENT CONDUIT SIZE WIRE TYPE REMARK COMMENTS FROM TO BT120-SC-12 BT120-ACR-01 BT120-ACP-01 1-1" 1-TYPE'A' ST CARD READER BT120-SC-13 BT120-ACR-02 BT120-ACP-01 1-1" 1-TYPE'A' ST CARD READER BT120-SC-14 BT120-ACR-03 BT120-ACP-01 1-1" 1-TYPE'A' ST CARD READER BT120-SC-15 BT120-ACR-04 BT120-ACP-01 1-1" 1-TYPE'A' ST CARD READER BT120-SC-16 BT120-ACR-05 BT120-ACP-01 1-1" 1-TYPE'A' ST CARD READER BT120-SC-17 BT120-ACR-06 BT120-ACP-01 1-1" 1-TYPE'A' ST CARD READER BT120-SC-18 BT120-ACR-07 BT120-ACP-01 1-1" 1-TYPE'A' ST CARD READER BT120-SC-19 BT120-ACR-08 BT120-ACP-01 1-1" 1-TYPE'A' ST CARD READER BT120-SC-20 BT120-DID-01 BT120-ACP-01 1-1" 1-TYPE'C' ST DOOR CONTACT N C'7 0 W 0 N O N 0 J m 0 N m U w c� �I z a ry 0I a ry C/)I D m O I O co 00 LO a o O I N >a M N U) 0 N O cy o — m SECURITY BUILDING SECURITY WORKSTATION NO.1 BT120-SECWS-01 HDMI 0 0 USB 120V POWER CONNECT 00�0�00 TO THE NEAREST TO OWNER I CONVENIENCE RECEPTACLE SECURITY L - - — — — — — — — — — — — — NETWORK C.F. SECURITY BLDG. INTERIOR BT120-CAM-211 SECURITY WORKSTATION NO.2 SECURITY WORKSTATION NO.3 FIX BT120-SECWS-02 BT120-SECWS-03 ® ® SURGE HDMI ® HDMI PROTECTION 0 0 DEVICE 0 0 USB 0 USB 0 ® MHH 120V POWER CONNECT ® HHM 120V POWER CONNECT 00�0�00 TO THE NEAREST TO THE NEAREST CONVENIENCE RECEPTACLE CONVENIENCE RECEPTACLE b W W W W w w w w w U U U U U CORE FACILITIES BUILDING TELECOM ROOM 120V UPS POWER CONNECT TO THE RACK POWER DISTRIBUTION UNIT. N co LO 0 0 0 0 0 N CM Lf� O O O O O a a a a a w 0 w 0 w 0 w 0 w 0 } U } U } U } U } U H� H� H� H cbCD cb CD CD CD CD N N N N N U J U J U J U J U J O O O O O m m m m m co co co co co Q Q Q Q Q U U U U U L_ POE SURGE PROTECTION DEVICES BT120-ETHSPD-01 (RACK -MOUNTED) CAT6 COPPER PATCH PANEL BT120-CPP-01 (RACK -MOUNTED) 0 0 O ti O O a � a a w O w O } U } U H 6 H N N U J U J O O m m co co Q Q U U Ff IX p BT120-CAM-206 C.F. TELECOM ROOM SOUTH INTERIOR F� IX p BT120-CAM-207 C.F. TELECOM ROOM NORTH INTERIOR SECURITY NETWORK SWITCH BT120-ETH-01 (RACK -MOUNTED) 0 0 0 00 66 O O O � a a w 0 w 0 w 0 } U } U } U H� H b H b U J U J U J O O O m m m co co co H H I— U U U SURGE SURGE SURGE SURGE SURGE SURGE PROTECTION PROTECTION PROTECTION PROTECTION PROTECTION PROTECTION DEVICE DEVICE DEVICE DEVICE DEVICE DEVICE 360 k k 180 180 180 BT120-CAM-201 BT120-CAM-202 BT120-CAM-203 BT120-CAM-204 BT120-CAM-205 BT120-CAM-208 C.F. STORAGE C.F. STORAGE C.F. SOUTH C.F. C.F. ELECTRICAL & C.F. OPERATOR RM SOUTH-EAST RM ENTRIES PERIMETER SOUTH-WEST TELECOM ROOMS RESTROOM PERIMETER PERIMETER ENTRIES ENTRIES DESIGNED BY: R. SHADID DRAWN BY: G. KING CHECKED BY: F. GIST 0 12/10/2024 RS FG FG ISSUED FORBID APPROVED BY: No. DATE DSN CHK APP REVISION IF. GIST SURGE PROTECTION DEVICE 1��j BT120-CAM-209 C.F. WEST PERIMETER .;acobs SUBMITTED BY: 11/15/24 R. PARGAS SURGE PROTECTION DEVICE 3� 60 p BT1 20-CAM-21 0 C.F. NORTH-EAST PERIMETER i a 0 CD--� U 00 O N J 0 N m CO H 1 GENERAL NOTES: 1. REFER TO DWG BT120-JCN051 FOR LEGEND, ABBREVIATIONS AND GENERAL NOTES. 2. SECURITY VENDOR TO CONFIGURE NEW SECURITY SWITCHES, ACCESS CONTROL PANELS, SECURITY SERVER, AND SECURITY APPLICATIONS TO MAKE A COMPLETE AND FUNCTIONAL SYSTEM. 3. ACCESS CONTROL SERVER IS LOCATED OFFSITE THE FACILITY. 120V UPS POWER 120V UPS POWER CONNECT TO THE RACK CONNECT TO THE RACK POWER DISTRIBUTION UNIT. POWER DISTRIBUTION UNIT. SECURITY DIRECTORY SERVER BT120-NAS-01 (RACK -MOUNTED) SECURITY ARCHIVER SERVER BT120-SVR-01 (RACK -MOUNTED) 0 w 120VAC TO ELECTRICAL �j PANEL ACCESS CONTROL PANEL (16-DOOR) BT120-ACP-01 (WALL -MOUNTED) 1 "C, 2#12, #12G (TYP) " co N CM a � w 0 w o w w w w w w w w w CD CD U J U J U U U U U U U U U o o m m co co Q Q SURGE PROTECTION DEVICE 3� 60 p BT120-CAM-212 C.F. SECURITY BLDG. NORTH-WEST PERIMETER 4STmRIDE BRT General Engineering Consultant DATE: REVIEWED BY: 09/06/2024 J. ALTCHECH SURGE PROTECTION DEVICE 360 BT120-CAM-213 C.F. SECURITY BLDG. NORTH-EAST PERIMETER SCALE: Q w mrr NTS Q FILENAME: U) w C/) S1-BT120-J-BLD-v2020 Z J J SOUNDTRANSIT . CONTRACT No.: RTA /CN 02 -24 05 DATE: SUBMITTAL DATE: 12/04/2024 09/06/2024 ICRI ICRICR DS RX DS RX IDSIRXI [E_L] [E_L] [E_L] SECURITY SEC STORAGE TELECOM ENTRY ENTRY ENTRY T120-ACR-01 BT120-ACR-03 BT120-ACR-05 CR CR DS RX LL DS RX LL SECURITY JANITOR ENTRY ENTRY BT120-ACR-02 BT120-ACR-04 CR DS RX [E_L] ELECTRICAL ENTRY BT120-ACR-07 DS RX EL TELECOM ENTRY BT120-ACR-06 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 SECURITY NETWORK RISER DIAGRAM DS STORAGE 1 OVERHEAD BT120-DID-01 DS RX EL STORAGE 1 ENTRY BT120-ACR-08 R-4332566 FDEVELOPIMENT ENGINEERING 0] o 11 /25/2025 DRAWING NO.: BT120-JCS051 FACILITY ID: BT120 SHEET No: REV: 644 0 N C'7 C'7 0 W 0 N O N 0 J m i i 0 N m w C�1 z a 0 a I D m 0 I 0 Co 00 LO co a �I ai N >a .. U) V--D L N O o co N cY) O N _ iO m GENERAL NOTES: 1. REFER TO DWG BT120-JCN051 FOR LEGEND, ABBREVIATIONS AND GENERAL NOTES. 2. SECURITY VENDOR TO CONFIGURE NEW SECURITY SWITCHES, ACCESS CONTROL PANELS, SECURITY SERVER, AND SECURITY APPLICATIONS TO MAKE A COMPLETE AND FUNCTIONAL SYSTEM. 3. ACCESS CONTROL SERVER IS LOCATED OFFSITE THE FACILITY. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 7 CORE FACILITIES BUILDING 120V UPS POWER TELECOM ROOM CONNECT TO THE RACK POWER DISTRIBUTION UNIT. SECURITY NETWORK SWITCH BT120-ETH-01 (RACK -MOUNTED) POE SURGE PROTECTION DEVICES BT120-ETHSPD-01 (RACK -MOUNTED) POE POE POE POE POE POE POE EXT EXT EXT EXT EXT EXT EXT CAT6 COPPER PATCH PANEL BT120-CPP-01 (RACK -MOUNTED) U) CO co N 00 O N O N U) N N N N C6 14 Cfl c5 N 00 O N O N 6 N N N N a a a a a a a a a a a H a H a H a H a H a H a H a H a H H H a a a W W W IL W IL W IL W IL W IL W IL W IL W IL W ' CDO W� W� CDO W� W� O W� O W� O W� O W� O O O W� W� W� d U d U W U W U W U W U W U W U W W d U U U H o7 o I— 07 � o I— 07 � o I— 00 � o I— 00 � o I— 0 � o H 0 � o H 0 � o H 00 I— co I— co � o � o � o N N N N N N N N N N N J O J O J O J O J O J O J O J O J J J O O O N N N N N N N N N N N N N N N N N N N N N N H H H H H H H H H H H m m m m m m m m m m m O O O O O O O O O O O a a a a a a a a a a a U U U U U U U U U U U SURGE I SURGE I I SURGE I SURGE I SURGE I SURGE I SURGE PROTECTION PROTECTION PROTECTION PROTECTION PROTECTION PROTECTION PROTECTION DEVICE I DEVICE I I DEVICE I DEVICE I DEVICE I I DEVICE DEVICE 360 360 360 360 360 360 360 BT120-CAM-09 I BT120-CAM-10 I I BT120-CAM-12 I BT120-CAM-13 I BT120-CAM-14 I I BT120-CAM-15 BT120-CAM-16 I I I I I I LAKE AVE PARKING LOT I CENTER PARKING LOT CES BEB CHARGING AREA BEB YARD ROAD SOUTH PED ENTRANCE 2 SOUTH PED ENTRANCE 1 SOUTHWEST PARKING LOT ENTRANCE SURGE I SURGE I SURGE I SURGE PROTECTION PROTECTION PROTECTION PROTECTION DEVICE I DEVICE I DEVICE I DEVICE 1 360 360 360 360 BT120-CAM-02 I BT120-CAM-17 I BT120-CAM-18 I BT120-CAM-04 PEDESTRIAN PATH AND I LAKE AVE PARKING LOT PARKING LOT ENTRANCE S GRADY WAY ENTRANCE PARKING LOT R-4332567 FDEVELOPIMENT ENGINEERING o 11 /25/2025 DESIGNED BY: R. SHADID � oAFT_p Q- 7 �acos Q w w SCALE: NTS STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 DRAWING NO.: gT120-JCS052 DRAWN BY: G. KING FILENAME: S1-BT120-J-BLD-v2020 FACILITY ID: �o�GIST BRT General Engli`1eei11?Q Ct�YISUltAht z SOUNDTRANSIT SECURITY BT120 CHECKED BY: F. GIST CONTRACT No.: RTA/OA 0206-19 1 06/13/2025 RS FG FG ADDENDUM #1 SHEET No: REV: V_ �`�`<� SIGNAL NETWORK RISER DIAGRAM 0 12/10/2024 RS FG FG ISSUED FORBID APPROVED BY: �� SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: IF. GIST 6/13/25 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 645 1 No. DATE DSN CHK APP REVISION N C'7 C'7 O 0 W 0 N O N 0 J m 0 N H m U w C�1 z Q ry I 0 d ry C/)I m 0 I 0 co 00 LO a o `O I o>Q M N co 0 N O CO cy o — m REQUEST TO EXIT (RX), HORIZONTAL FLUSH MOUNTED ON BACKBOX FUNCTIONALITY: 6 6" x 6" x 4" N E MA 1 JUNCTION BOX, MOUNTED ON SECURE SIDE OF DOOR DOOR STATUS SWITCH (SURFACE MOUNT) DOOR STATUS MAGNET (SURFACE MOUNT) CARD READER FLUSH MOUNTED ON SINGLE GANG BACK -BOX 12 i LJ ■ TO LOCAL SECURITY - PANEL IN THE NORMAL STATE THE DOOR IS CLOSED, LOCKED ON THE OUTSIDE AND UNLOCKED ON THE INSIDE. NORMAL OPERATION IS BY CARD READER ON THE OUTSIDE AND BY MOTION DETECTOR ON THE INSIDE. THE MOTION DETECTOR WILL SHUNT AN ALARM AND ENABLE AUTHORIZED EXIT. IF THE DOOR IS OPENED WITHOUT THE OPERATION OF THE CARD READER OR MOTION DETECTOR, THE ALARM CONDITION IS MONITORED AT THE SECURITY TERMINAL. SINGLE DOOR CARD IN DOOR W/ MORTISE AND ELECTRIC STRIKE SCALE: NTS REQUEST TO EXIT (RX), HORIZONTAL FLUSH MOUNTED ON BACKBOX FUNCTIONALITY: rn .. rn ., nn "IrZMA 1 OX, N DR DOOR STATUS SWITCH (SURFACE MOUNT) DOOR STATUS SWITCH MAGNET (SURFACE MOUNT) CARD READER FLUSH MOUNTED ON SINGLE GANG BACK -BOX TO LOCAL SECURITY PANEL IN THE NORMAL STATE THE DOOR IS CLOSED, LOCKED ON THE OUTSIDE AND UNLOCKED ON THE INSIDE. NORMAL OPERATION IS BY CARD READER ON THE OUTSIDE AND BY MOTION DETECTOR ON THE INSIDE. THE MOTION DETECTOR WILL SHUNT AN ALARM AND ENABLE AUTHORIZED EXIT. IF THE DOOR IS OPENED WITHOUT THE OPERATION OF THE CARD READER OR MOTION DETECTOR, THE ALARM CONDITION IS MONITORED AT THE SECURITY TERMINAL. SINGLE DOOR CARD IN DOOR W/ PANIC HARDWARE AND ELECTRIC STRIKE SCALE: NTS DESIGNED BY: R. SHADID DRAWN BY: G. KING CHECKED BY: F. GIST 0 12/10/2024 RS FG FG ISSUED FORBID APPROVED BY: No. DATE DSN CHK APP REVISION IF. GIST .;acobs SUBMITTED BY: 11/15/24 R. PARGAS DOUBLE GANG J-BOX 01 SINGLE GANG J-BOX FUNCTIONALITY: rO LOCAL SECURITY PANEL IN THE NORMAL STATE THE DOOR IS CLOSED, LOCKED FROM THE INSIDE. IF THE DOOR IS OPENED, THE ALARM CONDITION IS MONITORED AT THE SECURITY TERMINAL. 4STmRIDE BRT General Engineering Consultant DATE: REVIEWED BY: 09/06/2024 J. ALTCHECH ROLL -UP DOOR SCALE: NTS Q w U)cn W J Z J SOUNDTRANSIT DATE: 12/04/2024 SCALE: NTS FILENAME: S1-BT120-J-BLD-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 09/06/2024 GENERAL NOTES: 1. REFER TO DRAWING BT120-JCN051 FOR LEGEND, ABBREVIATIONS AND GENERAL NOTES. 2. EQUIPMENT AND DEVICE LABELS: EQUIPMENT PANELS, FIELD DEVICES, CABLES, AND CONDUITS SHALL BE LABELED WITH THE APPROPRIATE TAG NUMBERS AS SHOWN ON THE LEGEND, SPECIFICATIONS, AND DETAILS. 3. DOOR DETAILS ARE BASED ON A RIGHT HAND REVERSE OPERATION. DOORS MAY DIFFER ON FLOOR PLANS. REFERENCE FLOOR PLANS FOR ACTUAL HANDING AND SWING OF DOOR. 4. EQUIPMENT, INTERCONNECTION CABLES, AND WIRING SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 5. SEE SPECIFICATION SECTION 08710 "DOOR HARDWARE" FOR STANDARD HARDWARE TYPES. BT120-JCP223 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 SECURITY DETAILS R-4332568 DEVELOPMENT ENGINEERING U msippo 11 /25/2025 DRAWING NO.: BT120-JCD551 FACILITY ID: BT120 SHEET No: REV: 646 0 N C'7 C'7 O 0 W 0 N O N 0 J m 0 N m U w C� �I z Q ry 0I 0- ry C/)I D m O I 0 co 00 LO Q M 0 0 >1 N Oi Cn 0 N O LO cy) m O__'' ____ REQUEST TO EXIT (RX), HORIZONTAL FLUSH r rr MOUNTED ON BACKBOX A ELECTRIFIED HINGE PANIC HARDWARE WITH ELECTRIFIED LOCKSET FUNCTIONALITY: 6" x 6" x 4" N E MA 1 JUNCTION BOX, MOUNTED ON SECURE SIDE OF DOOR 12" DOOR STATUS SWITCH (SURFACE MOUNT) DOOR STATUS SWITCH MAGNET (SURFACE MOUNT) CARD READER FLUSH MOUNTED ON SINGLE GANG BACK -BOX TO LOCAL SECURITY PANEL IN THE NORMAL STATE THE DOOR IS CLOSED, LOCKED ON THE OUTSIDE AND UNLOCKED ON THE INSIDE. NORMAL OPERATION IS BY CARD READER ON THE OUTSIDE AND BY MOTION DETECTOR ON THE INSIDE. THE MOTION DETECTOR WILL SHUNT AN ALARM AND ENABLE AUTHORIZED EXIT. IF THE DOOR IS OPENED WITHOUT THE OPERATION OF THE CARD READER OR MOTION DETECTOR, THE ALARM CONDITION IS MONITORED AT THE SECURITY TERMINAL. SINGLE DOOR CARD IN DOOR W/ PANIC HARDWARE AND ELECTRIFIED LOCKSET SCALE: NTS C�I■■■�Y CARD READER FLUSH MOUNTED ON SINGLE GANG BACK -BOX APPROX 6" U_ Q N ELECTRIFIED HINGE FUNCTIONALITY: 6" x 6" x 4" N E MA 1 JUNCTION BOX, MOUNTED ON SECURE SIDE OF DOOR REQUEST TO EXIT (RX) (HORZONTALLY SURFACE MOUN- DOOR STATUS SWITCH TO LOC SECUR PANEL PANIC HARDWARE WITH ELECTRIFIED LOCKSET (ACTIVE LEAF) IN NORMAL STATE THE DOOR IS CLOSED, LOCKED ON THE OUTSIDE AND UNLOCKED ON THE INSIDE. NORMAL OPERATION IS BY CARD READER ON THE OUTSIDE AND BY MOTION DETECTOR ON THE INSIDE. THE MOTION DETECTOR WILL SHUNT AN ALARM AND ENABLE AUTHORIZED EXIT. IF THE DOOR IS OPENED WITHOUT THE OPERATION OF THE CARD READER, THE ALARM CONDITION IS MONITORED AT THE SECURITY TERMINAL. DOUBLE DOOR CARD IN DOOR W/ PANIC HARDWARE AND ELECTRIFIED LOCKSET SCALE: NTS DESIGNED BY: R. SHADID DRAWN BY: G. KING CHECKED BY: F. GIST 0 12/10/2024 RS FG FG ISSUED FORBID APPROVED BY: No. DATE DSN CHK APP REVISION IF. GIST BT120-JCP223 BT120-JCP223 .;acobs SUBMITTED BY: 11/15/24 R. PARGAS 4STmRIDE BRT General Engineering Consultant DATE: REVIEWED BY: 09/06/2024 J. ALTCHECH Q w U)cn W J Z J SOUNDTRANSIT DATE: 12/04/2024 SCALE: NTS FILENAME: S1-BT120-J-BLD-v2020 CONTRACT No.: RTA/CN 0205-24 SUBMITTAL DATE: 09/06/2024 GENERAL NOTES: 1. REFER TO DRAWING BT120-JCN051 FOR LEGEND, ABBREVIATIONS AND GENERAL NOTES. 2. EQUIPMENT AND DEVICE LABELS: EQUIPMENT PANELS, FIELD DEVICES, CABLES, AND CONDUITS SHALL BE LABELED WITH THE APPROPRIATE TAG NUMBERS AS SHOWN ON THE LEGEND, SPECIFICATIONS, AND DETAILS. 3. DOOR DETAILS ARE BASED ON A RIGHT HAND REVERSE OPERATION. DOORS MAY DIFFER ON FLOOR PLANS. REFERENCE FLOOR PLANS FOR ACTUAL HANDING AND SWING OF DOOR. 4. EQUIPMENT, INTERCONNECTION CABLES, AND WIRING SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 5. SEE SPECIFICATION SECTION 08710 "DOOR HARDWARE" FOR STANDARD HARDWARE TYPES. STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 SECURITY DETAILS R-4332569 DEVELOPMENT ENGINEERING msippo 11 /25/2025 U1 DRAWING NO.: BT120-JCD552 FACILITY ID: BT120 SHEET No: REV: 647 0 N C'7 C'7 0 W 0 N O N 0 J m 0 N H m w C�1 z Q ry I 0 a c/)I D om O I 0 co 00 LO co �o � QI Cn L N O O �p N cy) N � N co m TO DIGITAL RECORDING EQUIPMENT TO DIGITAL CEILING MOUNT WALL/BEAM MOUNT WALL/CEILING MOUNT FIXED CAMERA SCALE: NTS TO FIELD DEVICES ACCESS CONTROL PANEL ELEVATION 3 SCALE: NTS - DESIGNED BY: R. SHADID DRAWN BY: G. KING CHECKED BY: 1 06/27/2025 RS FG FG ADDENDUM #2 F. GIST 0 12/10/2024 RS FG FG ISSUED FORBID APPROVED BY: No. DATE DSN CHK APP REVISION IF. GIST DNDUITS PER FCH (TYP) TO DIGITAL RECORDING EQUIPMENT SIDE VIEW WALL/POLE MOUNT MULTI -IMAGER CAMERA SCALE: NTS CABLE TO LOCAL SECURITY F'^"'�' CARD READER - Ct 42" AFF SINGLE GANG BACK -BOX BUFFER PL CARD READER MOUNTING DETAILS SCALE: NTS .;acobs SUBMITTED BY: 612 712 5 R. PARGAS BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH 0' BT120-CR-01 13 SECURITY RAC i SECURITY RACK CABINET SCALE: NTS Q w U)� W J Z J SOUNDTRANSIT DATE: 12/10/2024 SCALE: NTS FILENAME: S1-BT120-J-BLD-v2020 CONTRACT No.: RTA/OA 0206-19 SUBMITTAL DATE: 12/10/2024 GENERAL NOTES: 1. REFER TO DRAWING BT120-JCN051 FOR LEGEND, ABBREVIATIONS AND GENERAL NOTES. 2. EXTERIOR MOUNTED EQUIPMENT SHALL BE WATERPROOF. PENETRATIONS IN ENCLOSURES MOUNTS AND CAMERA POLES SHOULD BE FROM THE BOTTOM OR SIDE, NOT THE TOP. SEAL PENETRATIONS. 3. COORDINATE INSTALLATION OF RACEWAYS, POWER, AND FIELD DEVICES WITH OTHER TRADES. 4. EQUIPMENT, INTERCONNECTION CABLES, AND WIRING SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 5. OUTDOOR CAMERAS SHALL INCLUDE ENVIRONMENTAL HOUSINGS. BT120-FPP-01 FIBER PATCH PANEL 13 (2RU) BT120-CPP-01 COPPER PATCH PANEL 13 (2RU 1 48-PORTS) 1 HORIZONTAL CABLE MANAGE 14 TYP. BT120-ETHSPD-01 POE SURGE PROTECTION DEVICE 14 (1 RU 1 24-PORTS) BT120-ETH-01 1 SECURITY NETWORK POE SWITCH S(17 (1 RU 1 48-PORTS) BT120-SVR-01 SECURITY DIRECTORY SERVE 14 (2RU) BT120-NAS-01 SECURITY ARCHIVER SERVE 14 (2RU) POWER DISTRIBUTION UN T 14 (1 RU) BT120-UPS-05(13 UPS STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 SECURITY DETAILS R-4332570 DEVELOPMENT ENGINEERING U msippo 11 /25/2025 DRAWING NO.: BT120-JCD553 FACILITY ID: BT120 SHEET No: REV: 648 2 N co co It A W 1> 0 N 0 N > 0 m 0 N m U w C� �I z Q ry ~I a Q C/)I m of 0 co co 2 't a o rn I co Nu) o N o CO cY) 75; o - 0 m WIRING DEN OR ELECTR EQUIPMENT CONDUIT PIPE STRAF FLOOR OR PLATFORM CONCRETE OR MASONRY WALL OR COLUMN NOTES 2 AND 3 FOR CONTROL STATIONS MOUNT AT 4'-0"± NOTES: 1. ALL MOUNTING HARDWARE SHALL BE STAINLESS STEEL. USE BOTH WASHER AND LOCK WASHERS UNDER ALL NUTS. 2. ON CONCRETE WALLS USE STAINLESS STEEL CONCRETE ANCHORS. MOUNT ENCLOSURE ON SPACERS OF MIN 1/2" SCHEDULE 80 PVC CONDUIT. 3. BOXES 6 INCHES SQUARE AND SMALLER SHALL BE SUPPORTED BY TWO ANCHORS, MIN. LARGER BOXES SHALL BE SUPPORTED AS REQUIRED BY CALCULATION; FOUR ANCHORS MIN. 4. SUBMIT FINAL DESIGN AND CALCULATIONS FOR SUPPORT AND ANCHORAGE AS SPECIFIED DEVICE MOUNTING WALL OR COLUMN SCALE: NTS OR 1/2" Em TOP FRONT DRILL HOLE, AS REQUIRED FOR CONDUIT FITTING MIN 12 GAUGE SHEET METAL GALVANIZED AFTER FABRICATION FLEXIBLE CONDUIT CONDUIT CONNECT CONDUIT CONNECT SIDE FLEXIBLE CONDUIT SUPPORT(4) SCALE: NTS DESIGNED BY: R. SHADID DRAWN BY: G. KING CHECKED BY: F. GIST 0 12/10/2024 RS FG FG ISSUED FORBID APPROVED BY: No. DATE DSN CHK APP REVISION F. GIST CONDUIT CONCRETE ANCHOR SUPPORT AS SPECIFIED 00 �:peo0,01 O°o 0 O 0.'0 O � Q 0 � � • v Lill= Oo O °o. 0 O,-o 4, O O o p U.o. O O . . O .O . CONCRETE ANCHOR INSTALLATION SCALE: NTS GRADE GROUNDING CONNECTORS: "O-Z/G E D N EY" TYPE ABG, OR EC GROUND TEST WELL SCALE: NTS GROUNDING WELL •��1 CONDUI CLAMP CONCRETE ANCHOR FORMED STEEL CHANNEL NOTES: 1. SUPPORT ALL EXPOSED CONDUITS ON FORMED STEEL CHANNELS. 2. SUBMIT FINAL DESIGN AND CALCULATIONS FOR SUPPORT AND ANCHORAGE AS SPECIFIED. CONDUIT SUPPORT ON STRUCTURE SCALE: NTS EXISTING BUILDING WALL LB LB CONDULET CONDULET a 9 a <, FINISH GRADE 14 'RAVEL \� :ROUNDING — ',ONDUCTOR NOTES: ND ROD 1. INSTALL CONDUITS THROUGH EXISTING WALLS IN ACCORDANCE WITH THIS DETAIL IF NOT OTHERWISE INDICATED. .;acobs SUBMITTED BY: 11/15/24 R. PARGAS 2. DRILL HOLE USING METHODS THAT LEAVE A SMOOTH OPENING. SEAL OPENING AROUND CONDUIT, INSIDE, AND OUTSIDE, WITH ONE PART POLYURETHANE IMMERSIBLE SEALANT. CONDUIT ENTRANCE g SCALE: NTS SCALE: Q w M;rr NTS Q FILENAME: U 45T)?IDE w J S1-BT120-J-BLD-v2020 BRT General Engineering Consultant z " SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: REVIEWED BY: DATE: SUBMITTAL DATE: 09/06/2024 J. ALTCHECH 12/04/2024 09/06/2024 GALVANIZED STEEL SHEET METAL ESCUTCHEON,TYP GALVANIZED STEEL PIP SLEEVE OR CORE DRILL HOLE IN CONCRETE WA JSULATION AS REQUIRED O FILL CAVITY :ONDUIT NOTES: 1. CONDUITS WHICH INDIVIDUALLY PASS THRU AN INTERIOR WALL SHALL BE INSTALLED IN ACCORDANCE WITH THIS DETAIL. IF WALL IS A FIRE WALL, FILL CAVITY WITH FIRE STOP SEALANT AS SPECIFIED. INTERIOR WALL PENETRATION SCALE: NTS STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 SECURITY STANDARD DETAILS DEVELOPMENT ENGINEERING 4 msippo 11 /25/2025 ' R-4332571 DRAWING NO.: BT120-JCD554 FACILITY ID: BT120 SHEET No: REV: 649 0 N co co W 0 N O N 0 J m 0 N m 0 w c� �I z Q ry I 0 a ry I D m O I O c0 00 LO a o I >Q M N U) 0 N O cy o — m 4 LIFTING INSERTS LENGTH VARIES,SEE SCHEDULE INSCRIBE ° "ELECTRICAL" z 0 0 V-2" MIN LIFT BRACKETS (2-DUCTS) Q00�_--- ---_� PROVIDE A PVC SLEEVE AND — — — FILL WITH A SUITABLE PLASTIC 8" MIN o EXPANDABLE COMPOUND WHERE (1-DUCT) FINISH j CONDUIT. FOR TYPE GRADE - - CONDUIT PASSES THROUGH SLAB _ BITUMINOUS SURFACE REQUIRED, SEE 6" MIN COURSE, MATCH OR w SPECIFICATIONS -III-11I-1Ito IIIIIIIIIII III SETBACK EXCEED EXISTING � o 0 o it l li it l l III CONDITIONS COVER LOCKING 0 0 0 < 0 ` SEE TRENCH AC HOT -DIPPED GALVANIZED SCREWS 0 < 0 < J J TOPPING DETAIL STEEL TRAFFIC DUTY COVER (TYP FOR 4) 00 (IF APPLICABLE) AC AND FRAME HS-20 LOADING PLAN EXISTING FINISH HINGED COVER —COMPACTED oc�c4�Q�� �o��� PAVEMENT SURFACING N `..^ FOR � EARTH BACKFILL ° ° SHOWN CD GRADE cb o if BASE REFERENCE 0 0< 0 0` 0 z z FMI " "D" 2" o o o o GRADING RINGS 1=III=l=� 2 2 MIN PLASTIC, MAGNETIC �LbkA Gbcb��o�o 0�o(��C6 X ONLY, ACTUAL AS REQUIRED - It 3" WIDE DETECTABLE CONDITIONS ° ° ° GROUT TO FULL STRUCTURAL SLAB N `r' ��q° �° TAPE SUBGRADE WILL VARY CONDUIT OR °�. C) �WALL THICKNESS Z CONCRETE ENCASED o z � w w ' o AROUND PIPES AT DUCT BANK - w - w 0 KNOCKOUTS TYP COMPACTED � � w � � w O BEDDING AND 2'-0„ MIN (<600VOLTS) EARTH BACKFILL -= = 0 Q = -- C8 PIPE ZONE 3'-0" MIN (>600 VOLTS) -- q > -- co z g o �� TO TOP OF DUCT __ N co �� � Ao�CPCo�0o MATERIAL if -- - - - CONDUIT CABLE RACKS OR o z SUPPORT BRACKET 1-2 ALL SIDES. MAY BE ° ° EMBEDDED OR o " `0 ° ° 0 > b Oe FOR CONDUIT BOLTED �01 ENTRANCE, D = 3" MIN FOR 2" AND NOTES: o �o��°8 2605-445 COMPACTED NOTES: LARGER CONDUIT GRAVEL, 12" 4" TYP FOR CONCRETE 1. ALL CONDUITS THROUGH CONCRETE FLOOR SLABS AND D - 2" MIN FOR 1 1/2" AND 1. TYPICAL FOR EXISTING PAVEMENT AREAS THAT ARE USED BY VEHICLES. DEEP, MIN ENCASED DUCT EQUIPMENT PADS SHALL BE INSTALLED IN ACCORDANCE SMALLER CONDUIT 3/4" MINUS BANK ENTRANCE, WITH THIS DETAIL. 2605-446 6,� MIN DRAIN WITH GRATE GROUND ROD SECTION 10 CF 1" TO 1 1/2" GRAVEL, ALL AROUND SUMP INTERIOR FLOOR SLAB PENETRATION SCALE: NTS INSIDE FACE OF HANDHOLE/ MANHOLE WALL PVC END BELL .vo °� . ° ° ° ° OUTSIDE FACE 00 ov° ���- °° V. I OF HANDHOLE/ • �<D ° °� � ° 0'° I I II MANHOLE WALL °� �°IIIIIIIII °° oiiillliiil 00 v ° v v ° ° p� o O° .v V° o 0 oo° o III = PVC CONDUIT GROUT TO FULL WALL THICKNESS AROUND PIPES AT KNOCKOUTS, TYP TRENCH AND CONDUIT PLACEMENT SCALE: NTS GROUND CONDUCTOR, SIZE AS REQUIRED CONDUIT DROP, SIZE AS NOTED CABLE TRAY CLAMP 101 PARALLEL CLAMP, SIZE AS REQUIRED INSULATING GROUNDING BUSHING WITH INSULATED THROAT, SIZE AS REQUIRED CABLE TRAY 2/0 BARE COPPER STRANDED GROUND CONDUCTOR UNLESS OTHERWISE INDICATED NOTES: 1. FASTENING HARDWARE IN TRAY SHALL BE ROUNDED AND HAVE NO SHARP CORNERS. CONDUIT HANDHOLE/MANHOLE ENTRANCE 5 SCALE: NTS DESIGNED BY: R. SHADID DRAWN BY: G. KING CHECKED BY: F. GIST 0 12/10/2024 RS FG FG ISSUED FORBID APPROVED BY: No. DATE DSN CHK APP REVISION IF. GIST CONDUIT DROP INTO CABLE TRAY SCALE: NTS .;acobs SUBMITTED BY: 11/15/24 R. PARGAS TRAFFIC TRENCH AC TOPPING SCALE: NTS 4ST)?IDE BRT General Engineering Consultant DATE: REVIEWED BY: 09/06/2024 J. ALTCHECH SCALE: Q w mrr NTS Q FILENAME: U)C/) w S1-BT120-J-BLD-v2020 Z J J SOUNDTRANSIT N R TNo.: CONTRACT /CN 02 05-24 DATE: SUBMITTAL DATE: 12/04/2024 09/06/2024 HANDHOLE SCALE: NTS STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 SECURITY STANDARD DETAILS R-4332572 DEVELOPMENT ENGINEERING msippo 11 /25/2025 U1 DRAWING NO.: BT120-JCD555 FACILITY ID: BT120 SHEET No: REV: 650 0 N co co W c� 0 0 0 N U O N H m 0 N CO co It O 0 z w _ U) X w I w z CIO, m = �co } 00 O — U Q co N z Y N0 N N a o 0 r souNDTRANSIT CENTRAL PUGET SOUND REGIONAL TRANSIT AUTHORITY CONTRACT LOCATION MAP STRIDE BUS RAPID TRANSIT GENERAL ENGINEERING CONSULTANT SERVICES RTA/CN 0205=24 SOUTH RENTON TRANSIT CENTER AND ROADWAY IMPROVEMENTS Sl =BT1 05 FOR BID MAY 2025�. PREPARED BY: .Sr.RIDE BRT General Engineering Consultant SUBMITTED BY: NAME: RICARDO PARGAS TITLE: PROJECT MANAGER REVIEWED BY: i NAME: JOEY ALTCHECH TITLE: PROJECT MANAGER CONDITION OF APPROVAL # 1 8: TRAFFIC CONTROL AND DETOUR PLANS NOT APPROVED. TRAFFIC CONTROL AND DETOUR PLANS AFFECTING CITY OPERATIONS TO BE REVIEWED IN CONJUNCTION WITH WSDOT APPROVALS AND MAY REQUIRE FURTHER COORDINATION. DATE: 06/12/2025 DATE: 06/12/2025 THE PREPARATION OF THIS DOCUMENT HAS BEEN FINANCED IN PART THROUGH A GRANT FROM THE U.S. DEPARTMENT OF TRANSPORTATION FEDERAL TRANSIT ADMINISTRATION UNDER THE URBAN MASS TRANSPORTATION ACT OF 1964, AS AMENDED, AND IN PART BY THE CENTRAL PUGET SOUND REGIONAL TRANSIT AUTHORITY DISTRICT OF WASHINGTON, AND THE STATE OF WASHINGTON R-4332573 DRAWING No.: LDEVESLiOlPIMENT ENGINEERING BT120-GZT001 o 11 /25/2025 LOCATION ID: BT120 VOLUME 1 BOOK 3 OF 3 SHEET No.: REV: Xrefs: xBRT-CUD05- TxS1-BT120-C N M w 0 0 0 0 0 _o N U 0 N m L0 00 c0 IZT 0 U w X Q U) X W (D i w W 06 X m Q c/) U) U pp — O U d Q o z N Y o N N � o U SOUTH RENTON TRANSIT CENTER - BOOK 1 OF 3 SHT. No. DWG. No. REV TITLE SHT. No. DWG. No. REV TITLE GENERAL CIVIL (CONT'D) 1 BT120-GZT001 1 GENERAL COVER SHEET EROISION AND SEDIMENT CONTROL CONT'D 2 BT120-GZ1001 A GENERAL INDEX OF DRAWINGS 64 BT120-CTD103 0 CIVIL STANDARD TESC DETAILS 3 BT120-GZ1002 A GENERAL INDEX OF DRAWINGS 65 BT120-CTD104 0 CIVIL STANDARD TESC DETAILS 4 BT120-GZ1003 A GENERAL INDEX OF DRAWINGS SITE 5 BT120-GZ1004 A GENERAL INDEX OF DRAWINGS 66 BT120-CSP100 1 CIVIL SITE PREPARATION PLAN AREA PLAN AND GENERAL NOTES 6 BT120-GZ1005 A GENERAL INDEX OF DRAWINGS 67 BT120-CSP101 1 CIVIL SITE PREPARATION PLAN RAINIER STA 200+00 TO RAINIER STA 204+00 7 BT120-GZ1006 A GENERAL INDEX OF DRAWINGS 68 BT120-CSP102 1 CIVIL SITE PREPARATION PLAN RAINIER STA 204+00 TO RAINIER STA 208+50 8 BT120-GZ1701 A GENERAL INDEX OF DRAWINGS 69 BT120-CSP103 1 CIVIL SITE PREPARATION PLAN RAINIER STA 208+50 TO RAINIER STA 212+42.13 9 BT120-GZK000 0 GENERAL PROJECT LOCATION ID PLAN 70 BT120-CSP104 1 CIVIL SITE PREPARATION PLAN GRADY STA 151+00 TO GRADY STA 156+50 10 BT120-GZKO01 0 GENERAL KEY PLAN 71 BT120-CSP105 1 CIVIL SITE PREPARATION PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 11 BT120-GZN001 0 GENERAL GENERAL ABBREVIATIONS 72 BT120-CSP106 1 CIVIL SITE PREPARATION PLAN LAKE STA 401+50 TO LAKE STA 405+55.16 12 BT120-GZN002 0 GENERAL GENERAL ABBREVIATIONS 73 BT120-CSP107 1 CIVIL SITE PREPARATION PLAN LAKE STA 405+50 TO LAKE STA 408+28.91 13 BT120-GZN003 0 GENERAL GENERAL ABBREVIATIONS 74 BT120-CSP201 1 CIVIL SITE PREPARATION PLAN S RENTON TRANSIT CENTER 14 BT120-GZN004 0 GENERAL GENERAL ABBREVIATIONS 75 BT120-CSP202 1 CIVIL SITE PREPARATION PLAN S RENTON TRANSIT CENTER 15 BT120-GZN005 0 GENERAL GENERAL ABBREVIATIONS 76 BT120-CSP203 1 CIVIL SITE PREPARATION PLAN S RENTON TRANSIT CENTER 16 BT120-GZN006 0 GENERAL GENERAL SYMBOLS AND LEGEND 77 BT120-CSP204 1 CIVIL SITE PREPARATION PLAN S RENTON TRANSIT CENTER 17 BT120-GZN007 0 GENERAL GENERAL SYMBOLS AND LEGEND 78 BT120-CSP205 1 CIVIL SITE PREPARATION PLAN S RENTON TRANSIT CENTER RIGHT-OF-WAY 79 BT120-CSS101 1 CIVIL SITE PREP POINT TABLE 80 BT120-CSS102 1 CIVIL SITE PREP POINT TABLE 18 BT120-RMP501 1 RIGHT OF WAY MONUMENT PLAN ROADWAY 19 BT120-RPP101 1 RIGHT OF WAY PROPOSED PLAN RAINIER STA 200+00 TO RAINIER STA 204+00 81 BT120-CPP100 1 CIVIL PAVING PLAN AREA PLAN AND GENERAL NOTES 20 BT120-RPP102 A RIGHT OF WAY PROPOSED PLAN RAINIER STA 204+00 TO RAINIER STA 208+50 82 BT120-CPP101 2 CIVIL PAVING PLAN RAINIER STA 200+00 TO RAINIER STA 204+00 21 BT120-RPP103 1 RIGHT OF WAY PROPOSED PLAN RAINIER STA 208+50 TO RAINIER STA 214+00 83 BT120-CPP102 2 CIVIL PAVING PLAN RAINIER STA 504+00 TO RAINIER STA 208+50 22 BT120-RPP104 A RIGHT OF WAY PROPOSED PLAN GRADY STA 151+00 TO GRADY STA 156+50 84 BT120-CPP103 A CIVIL PAVING PLAN RAINIER STA 208+50 TO RAINIER STA 212+42.13 23 BT120-RPP105 1 RIGHT OF WAY PROPOSED PLAN GRADY STA 156+50 TO GRADY STA 160+46 85 BT120-CPP104 2 CIVIL PAVING PLAN GRADY STA 151+00 TO GRADY STA 156+50 24 BT120-RPP106 1 RIGHT OF WAY PROPOSED PLAN LAKE STA 401+50 TO LAKE STA 405+55 86 BT120-CPP105 1 CIVIL PAVING PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 25 BT120-RPP201 A RIGHT OF WAY PROPOSED PLAN 87 BT120-CPP106 2 CIVIL PAVING PLAN LAKE STA 401+50 TO LAKE STA 405+55.16 26 BT120-RPP202 A RIGHT OF WAY PROPOSED PLAN 88 BT120-CPP201 2 CIVIL PAVING PLAN S RENTON TRANSIT CENTER 27 BT120-RPP203 A RIGHT OF WAY PROPOSED PLAN 89 BT120-CPP202 2 CIVIL PAVING PLAN S RENTON TRANSIT CENTER 28 BT120-RPP204 A RIGHT OF WAY PROPOSED PLAN 90 BT120-CPP203 A CIVIL PAVING PLAN S RENTON TRANSIT CENTER 29 BT120-RPP205 A RIGHT OF WAY PROPOSED PLAN 91 BT120-CPP204 A CIVIL PAVING PLAN S RENTON TRANSIT CENTER CIVIL 92 BT120-CPP205 1 CIVIL PAVING PLAN S RENTON TRANSIT CENTER 93 BT120-CPS101 1 CIVIL PAVING PLAN POINT TABLES ALIGNMENT 94 BT120-CPS102 1 CIVIL PAVING PLAN POINT TABLES 30 BT120-CAP100 1 CIVIL ALIGNMENT PLAN AREA PLAN 95 BT120-CPS103 1 CIVIL PAVING PLAN POINT TABLES 31 BT120-CAP101 1 CIVIL ALIGNMENT PLAN RAINIER STA 200+00 TO RAINIER STA 204+00 96 BT120-CPS104 1 CIVIL PAVING PLAN POINT TABLES 32 BT120-CAP102 1 CIVIL ALIGNMENT PLAN RAINIER STA 204+00 TO RAINIER STA 208+50 97 BT120-CPS105 0 CIVIL PAVING PLAN POINT TABLES 33 BT120-CAP103 1 CIVIL ALIGNMENT PLAN RAINIER STA 208+50 TO RAINIER STA 212+42.13 98 BT120-CPS106 1 CIVIL PAVING PLAN POINT TABLES 34 BT120-CAP104 1 CIVIL ALIGNMENT PLAN GRADY STA 151+00 TO GRADY STA 156+50 99 BT120-CPS107 A CIVIL PAVING PLAN POINT TABLES 35 BT120-CAP105 1 CIVIL ALIGNMENT PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 100 BT120-CPS108 0 CIVIL PAVING PLANS POINT TABLES 36 BT120-CAP106 1 CIVIL ALIGNMENT PLAN LAKE STA 401+50 TO LAKE STA 405+50 101 BT120-CAV101 1 CIVIL VERTICAL ALIGNMENT N TRANSIT CENTER 37 BT120-CAP107 1 CIVIL ALIGNMENT PLAN LAKE STA 405+50 TO LAKE STA 408+28.91 102 BT120-CAV102 1 CIVIL VERTICAL ALIGNMENT S TRANSIT CENTER 38 BT120-CAP201 1 CIVIL ALIGNMENT PLAN S RENTON TRANSIT CENTER 103 BT120-CAV103 1 CIVIL VERTICAL ALIGNMENT RAINIER AND LAKE DRIVEWAY 39 BT120-CAP202 1 CIVIL ALIGNMENT PLAN S RENTON TRANSIT CENTER 104 BT120-CAV104 1 CIVIL VERTICAL ALIGNMENT LAKE AVE S 40 BT120-CAP203 1 CIVIL ALIGNMENT PLAN S RENTON TRANSIT CENTER 105 BT120-CRD101 0 CIVIL CURB RAMP PLAN AND DETAILS 41 BT120-CAP204 1 CIVIL ALIGNMENT PLAN S RENTON TRANSIT CENTER 106 BT120-CRD102 1 CIVIL CURB RAMP PLAN AND DETAILS CONSTRUCTION STAGING 107 BT120-CRD103 0 CIVIL CURB RAMP PLAN AND DETAILS 42 BT120-CHP101 0 CIVIL TRAFFIC HAUL PLAN SOUTH RENTON TRANSIT CENTTER 108 BT120-CRD104 0 CIVIL CURB RAMP PLAN AND DETAILS TYPICAL SECTIONS 109 BT120-CRD105 A CIVIL CURB RAMP PLAN AND DETAILS 43 BT120-CRY101 1 CIVIL TYPICAL SECTIONS RAINIER AVE S 110 BT120-CRD106 0 CIVIL CURB RAMP PLAN AND DETAILS 44 BT120-CRY102 1 CIVIL TYPICAL SECTIONS RAINIER AVE S AND HARDIE AVE SW 111 BT120-CRD107 0 CIVIL CURB RAMP PLAN AND DETAILS 45 BT120-CRY103 0 CIVIL TYPICAL SECTIONS S RENTON TRANSIT CENTER 112 BT120-CRD108 0 CIVIL CURB RAMP PLAN AND DETAILS 46 BT120-CRY104 1 CIVIL TYPICAL SECTIONS GRADY WAY 113 BT120-CRD109 0 CIVIL CURB RAMP PLAN AND DETAILS 47 BT120-CRY105 1 CIVIL TYPICAL SECTIONS GRADY WAY AND PARKING LOTS 114 BT120-CRD110 0 CIVIL CURB RAMP PLAN AND DETAILS 48 BT120-CRY106 1 CIVIL TYPICAL SECTIONS LAKE AVE S AND RAINIER AND LAKE DRIVEWAY 115 BT120-CRD111 0 CIVIL CURB RAMP PLAN AND DETAILS EROISION AND SEDIMENT CONTROL 116 BT120-CRD112 0 CIVIL CURB RAMP PLAN AND DETAILS 49 BT120-CTP100 1 CIVIL TESC PLAN AREA PLAN AND GENERAL NOTES 117 BT120-CRD113 0 CIVIL CURB RAMP PLAN AND DETAILS 50 BT120-CTP101 1 CIVIL TESC PLAN RAINIER STA 200+00 TO RAINER STA 204+00 118 BT120-CRD114 0 CIVIL CURB RAMP PLAN AND DETAILS 51 BT120-CTP102 1 CIVIL TESC PLAN RAINER STA 204+00 TO RAINIER STA 208+50 119 BT120-CRD115 0 CIVIL CURB RAMP PLAN AND DETAILS 52 BT120-CTP103 1 CIVIL TESC PLAN RAINIER STA 208+50 TO RAINIER STA 212+42.13 120 BT120-CRD116 0 CIVIL CURB RAMP PLAN AND DETAILS 53 BT120-CTP104 1 CIVIL TESC PLAN GRADY STA 151+00 TO GRADY STA 156+50 121 BT120-CRD117 1 CIVIL CURB RAMP PLAN AND DETAILS 54 BT120-CTP105 1 CIVIL TESC PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 122 BT120-CRD118 0 CIVIL CURB RAMP PLAN AND DETAILS 55 BT120-CTP106 1 CIVIL TESC PLAN LAKE STA 401+50 TO LAKE STA 405+50 123 BT120-CRD119 0 CIVIL CURB RAMP PLAN AND DETAILS 56 BT120-CTP201 1 CIVIL TESC PLAN S RENTON TRANSIT CENTER 124 BT120-CRD120 0 CIVIL PAVING DETAILS 57 BT120-CTP202 1 CIVIL TESC PLAN S RENTON TRANSIT CENTER 125 BT120-CRD121 0 CIVIL PAVING DETAILS 58 BT120-CTP203 1 CIVIL TESC PLAN S RENTON TRANSIT CENTER 126 BT120-CRD122 0 CIVIL PAVING DETAILS 59 BT120-CTP204 1 CIVIL TESC PLAN S RENTON TRANSIT CENTER 127 BT120-CRD123 0 CIVIL PAVING DETAILS 60 BT120-CTP205 1 CIVIL TESC PLAN S RENTON TRANSIT CENTER 128 BT120-CRD124 1 0 1 CIVIL PAVING DETAILS VARIABLE HEIGHT DOWELED CURB 61 BT120-CTN101 1 CIVIL STANDARD TESC NOTES R-4332574 DEVELOPMENT ENGINEERING ` � msippo 11/25/2025 62 BT120-CTD101 0 CIVIL STANDARD TESC DETAILS 63 BT120-CTD102 0 CIVIL STANDARD TESC DETAILS DESIGNED BY: E. GOLLER ���THs�� �sc�� ` �J��'�y �� r z 31 �o ,�, 535 �ww SS GIST ��� ZONAL 10/27/2025 rRIDEU BRT General Engineering Consultant Q JV w J z LL .. SOUNDTRANSIT SCALE: NTs STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 GENERAL INDEX OF DRAWINGS DRAWING No.: BT120-GZ1001 DRAWN BY: E. GOLLER FILENAME: S1-BT120-GZ1001-006 FACILITY ID: BT120 CHECKED BY: L. GILBERT CONTRACT No.: RTA/LR RTA/CN 0205-2 LN 10/24/2025 LBR MS LBR COR PERMIT REVISIONS - CNWD #001 SHEET No.: REV: 002 A 12/10/2024 EDG LDG JKH ISSUED FORBID APPROVED BY: I J. HARPER SUBMITTED BY: R. PARGAS DATE: 112/10/2024 REVIEWED BY: J. ALTCHECH DATE: 112/10/2024 DATE: 12/10/2024 DATE DSN CHK APP I REVISION 9 AM H H T N M M N O O O I N Q J Xrefs: xBRT-CUD05- TxS1-BT120-C N co co 0 0 0 o_ N C� 0 N m 00 Q0 0 0 U Lu X a U) w I w W °6 x m a I U m O 00 z_ Y O N N �> o U SOUTH RENTON TRANSIT CENTER - BOOK 1 OF 3 SHT. No. DWG. No. REV TITLE SHT. No. DWG. No. REV TITLE CIVIL (CONT'D) CIVIL (CONT'D) ROADWAY (CONT'D) ILLUMINATION 129 BT120-CRD125 1 CIVIL FENCE DETAILS 186 BT120-CLN101 1 CIVIL ILLUMINATION PLAN LEGEND 130 BT120-CRD126 0 CIVIL FENCE GATE DETAIL 187 BT120-CLP100 1 CIVIL ILLUMINATION PLAN AREA PLAN AND GENERAL NOTES 131 BT120-CRD127 1 CIVIL STEEL PICKET VEHICLE GATE DETAIL 188 BT120-CLP102 1 CIVIL ILLUMINATION PLAN RAINIER STA 204+00 TO RAINIER STA 208+50 132 BT120-CRD128 0 CIVIL WHEEL STOP DETAIL 189 BT120-CLP104 1 CIVIL ILLUMINATION PLAN GRADY STA 151+00 TO GRADY STA 156+50 133 BT120-CRD129 0 CIVIL ROADWAY BOLLARD TYPE 1 DETAIL 190 BT120-CLP105 1 CIVIL ILLUMINATION PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 PAVEMENT MARKING 191 BT120-CLP106 1 CIVIL ILLUMINATION PLAN LAKE STA 401+50 TO LAKE STA 405+50 134 BT120-CMP100 2 CIVIL CHANNELIZATION AND SIGNING PLAN AREA PLAN AND GENERAL NOTES 192 BT120-CLP201 1 CIVIL ILLUMINATION PLAN S RENTON TRANSIT CENTER 135 BT120-CMP101 1 CIVIL CHANNELIZATION AND SIGNING PLAN RAINIER STA 200+00 TO RAINIER STA 204+00 193 BT120-CLP202 1 CIVIL ILLUMINATION PLAN S RENTON TRANSIT CENTER 136 BT120-CMP102 1 CIVIL CHANNELIZATION AND SIGNING PLAN RAINIER STA 204+00 TO RAINIER STA 208+50 194 BT120-CLP203 1 CIVIL ILLUMINATION PLAN S RENTON TRANSIT CENTER 137 BT120-CMP103 1 CIVIL CHANNELIZATION AND SIGNING PLAN RAINIER STA 208+50 TO RAINIER STA 212+42.13 195 BT120-CLP204 1 CIVIL ILLUMINATION PLAN S RENTON TRANSIT CENTER 138 BT120-CMP104 A CIVIL CHANNELIZATION AND SIGNING PLAN GRADY STA 151+00 TO GRADY STA 156+50 196 BT120-CLP205 1 CIVIL ILLUMINATION PLAN S RENTON TRANSIT CENTER 139 BT120-CMP105 2 CIVIL CHANNELIZATION AND SIGNING PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 197 BT120-CLS101 1 CIVIL ILLUMINATION SCHEDULES 140 BT120-CMP106 1 CIVIL CHANNELIZATION AND SIGNING PLAN LAKE STA 401+50 TO LAKE STA 405+50 198 BT120-CLS102 2 CIVIL ILLUMINATION SCHEDULES 141 BT120-CMP107 1 CIVIL CHANNELIZATION AND SIGNING PLAN LAKE STA 405+50 TO LAKE STA 408+28.91 199 BT120-CLS103 A CIVIL ILLUMINATION SCHEDULES 142 BT120-CMP201 A CIVIL CHANNELIZATION AND SIGNING PLAN S RENTON TRANSIT CENTER UTILITIES 143 BT120-CMP202 A CIVIL CHANNELIZATION AND SIGNING PLAN S RENTON TRANSIT CENTER 144 BT120-CMP203 A CIVIL CHANNELIZATION AND SIGNING PLAN S RENTON TRANSIT CENTER 200 BT120-UCP100 A UTILITIES DEMO PLAN AREA PLAN AND GENERAL NOTES 145 BT120-CMP204 A CIVIL CHANNELIZATION AND SIGNING PLAN S RENTON TRANSIT CENTER 200A BT120-UCP101 0 UTILITIES DEMO PLAN RAINIER STA 200+00 TO RAINIER STA 204+00 146 BT120-CMP205 A CIVIL CHANNELIZATION AND SIGNING PLAN S RENTON TRANSIT CENTER 201 BT120-UCP102 A UTILITIES DEMO PLAN RAINIER STA 204+00 TO RAINIER STA 208+50 147 BT120-CMS101 A CIVIL SIGN SCHEDULE 202 BT120-UCP104 A UTILITIES DEMO PLAN GRADY STA 151+00 TO GRADY STA 156+50 148 BT120-CMS102 1 CIVIL SIGN SCHEDULE 203 BT120-UCP105 1 UTILITIES DEMO PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 149 BT120-CMS103 A CIVIL SIGN SCHEDULE 204 BT120-UCP106 1 UTILITIES DEMO PLAN LAKE STA 401+50 TO LAKE STA 405+50 150 BT120-CMS104 A CIVIL CHANNELIZATION DETAILS 205 BT120-UCP201 1 UTILITIES DEMO PLAN S RENTON TRANSIT CENTER 151 BT120-CMD101 0 CIVIL SIGN DETAILS 206 BT120-UCP202 1 UTILITIES DEMO PLAN S RENTON TRANSIT CENTER 152 BT120-CMD102 0 CIVIL SIGN DETAILS 207 BT120-UCP203 1 UTILITIES DEMO PLAN S RENTON TRANSIT CENTER 153 BT120-CMD103 0 CIVIL SIGN DETAILS 208 BT120-UCP204 1 UTILITIES DEMO PLAN S RENTON TRANSIT CENTER 154 BT120-CMD104 2 CIVIL CHANNELIZATION DETAILS 209 BT120-UCP205 A UTILITIES DEMO PLAN S RENTON TRANSIT CENTER 155 BT120-CMD105 A CIVIL CHANNELIZATION DETAILS 210 BT120-UWP100 A UTILITIES WATER PLANS AREA PLAN AND GENERAL NOTES 156 BT120-CMD106 1 CIVIL CHANNELIZATION DETAILS 211 BT120-UWP101 1 UTILITIES WATER PLANS RAINIER STA 200+00 TO RAINIER STA 204+00 157 BT120-CMD107 1 CIVIL CHANNELIZATION DETAILS 212 BT120-UWP102 A UTILITIES WATER PLANS RAINIER STA 204+00 TO RAINIER STA 208+50 GRADING 213 BT120-UWP104 A UTILITIES WATER PLANS GRADY STA 151+00 TO GRADY STA 156+50 158 BT120-CGP101 1 CIVIL GRADING PLAN RAINIER/HARDIE INTERSECTION 214 BT120-UWP105 A UTILITIES WATER PLANS GRADY STA 156+50 TO GRADY STA 160+46.15 159 BT120-CGP102 1 CIVIL GRADING PLAN BEB CHARGING, GENERATOR & DUMPSTER LOCATIONS 215 BT120-UWP106 A UTILITIES WATER PLAN LAKE STA 401+50 TO LAKE STA 405+50 160 BT120-CGP103 A CIVIL GRADING PLAN TRANSIT CENTER 216 BT120-UWP201 A UTILITIES WATER PLANS S RENTON TRANSIT CENTER 161 BT120-CGS101 1 CIVIL GRADING PLAN POINT TABLES 217 BT120-UWP202 A UTILITIES WATER PLANS S RENTON TRANSIT CENTER 162 BT120-CGS102 1 CIVIL GRADING PLAN POINT TABLES 218 BT120-UWP203 A UTILITIES WATER PLAN S RENTON TRANSIT CENTER DRAINAGE 219 BT120-UWP204 A UTILITIES WATER PLAN S RENTON TRANSIT CENTER 163 BT120-CDP100 1 CIVIL DRAINAGE PLAN AREA PLAN AND GENERAL NOTES 220 BT120-UWP205 A UTILITIES WATER PLAN S RENTON TRANSIT CENTER 164 BT120-CDP102 A CIVIL DRAINAGE PLAN RAINIER STA 204+00 TO RAINIER STA 208+50 221 BT120-UWV101 A UTILITIES WATER PROFILE S RENTON TRANSIT CENTER 165 BT120-CDP104 A CIVIL DRAINAGE PLAN GRADY STA 151+00 TO GRADY STA 156+50 222 BT120-UWV102 A UTILITIES WATER PROFILE S RENTON TRANSIT CENTER 166 BT120-CDP105 1 CIVIL DRAINAGE PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 223 BT120-UWV103 A UTILITIES WATER PROFILE S RENTON TRANSIT CENTER 167 BT120-CDP106 1 CIVIL DRAINAGE PLAN LAKE STA 401+50 TO LAKE STA 405+50 224 BT120-UWV104 1 UTILITIES WATER PROFILE S RENTON TRANSIT CENTER 168 BT120-CDP201 A CIVIL DRAINAGE PLAN S RENTON TRANSIT CENTER 225 BT120-UWV105 A UTILITIES WATER PROFILE S RENTON TRANSIT CENTER 169 BT120-CDP202 A CIVIL DRAINAGE PLAN S RENTON TRANSIT CENTER 226 BT120-UWD101 1 UTILITIES WATER DETAILS S RENTON TRANSIT CENTER 170 BT120-CDP203 A CIVIL DRAINAGE PLAN S RENTON TRANSIT CENTER 227 BT120-USP100 A UTILITIES SEWER PLAN AREA PLAN AND GENERAL NOTES 171 BT120-CDP204 A CIVIL DRAINAGE PLAN S RENTON TRANSIT CENTER 228 BT120-USP102 1 UTILITIES SEWER PLAN RAINIER STA 204+00 TO RAINIER STA 208+50 172 BT120-CDP205 A CIVIL DRAINAGE PLAN S RENTON TRANSIT CENTER 229 BT120-USP104 A UTILITIES SEWER PLAN GRADY STA 151+00 TO GRADY STA 156+50 173 BT120-CDV201 1 CIVIL DRAINAGE PROFILE S RENTON TRANSIT CENTER 230 BT120-USP105 A UTILITIES SEWER PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 174 BT120-CDV202 1 CIVIL DRAINAGE PROFILE S RENTON TRANSIT CENTER 231 BT120-USP201 A UTILITIES SEWER PLAN S RENTON TRANSIT CENTER 175 BT120-CDV203 1 CIVIL DRAINAGE PROFILE S RENTON TRANSIT CENTER 232 BT120-USP202 A UTILITIES SEWER PLAN S RENTON TRANSIT CENTER 176 BT120-CDV204 1 CIVIL DRAINAGE PROFILE S RENTON TRANSIT CENTER 233 BT120-USP203 A UTILITIES SEWER PLAN S RENTON TRANSIT CENTER 177 BT120-CDV205 1 CIVIL DRAINAGE PROFILE S RENTON TRANSIT CENTER 234 BT120-USP204 A UTILITIES SEWER PLAN S RENTON TRANSIT CENTER 178 BT120-CDV206 1 CIVIL DRAINAGE PROFILE S RENTON TRANSIT CENTER 235 BT120-USP205 A UTILITIES SEWER PLAN S RENTON TRANSIT CENTER 179 BT120-CDV207 A CIVIL DRAINAGE PROFILE 236 BT120-USV101 A UTILITIES SEWER PROFILE S RENTON TRANSIT CENTER 180 BT120-CDD501 1 CIVIL DRAINAGE DETAILS 237 BT120-USV102 A UTILITIES SEWER PROFILE S RENTON TRANSIT CENTER 181 BT120-CDD502 1 CIVIL DRAINAGE DETAILS 237A BT120-USD101 0 UTILITIES SEWER DETAILS 182 BT120-CDD503 1 CIVIL DRAINAGE DETAILS R-4332575 FMENT ENGINEERING o 11 /25/2025 183 BT120-CDD504 1 CIVIL DRAINAGE DETAILS 184 BT120-CDD505 1 CIVIL DRAINAGE DETAILS 185 BT120-CDD506 1 CIVIL DRAINAGE DETAILS 185A BT120-CDD507 0 CIVIL DRAINAGE DETAILS DESIGNED BY: E. GOLLER ��NTH p �C�� �t��ryy z o .531 a �,� 535 �� ww ASS GISTE�''�� ZONAL 10/27/2025 BRT General Engineering Consultont r)?IDE Q J U co w z " NDTRAN ►T Sov S SCALE: NTS STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 GENERAL INDEX OF DRAWINGS DRAWING No.: BT120-GZ1002 DRAWN BY: E. GOLLER FILENAME: S1-BT120-GZ1001-006 FACILITY ID: BT120 CHECKED BY: L. GILBERT CONTRACT No.: RTA/LR RTA/CN 0205-2 LN 10/24/2025 LBR MS LBR COR PERMIT REVISIONS - CNWD #001 SHEET No.: REV: 003 A 12/10/2024 EDG LDG JKH ISSUED FORBID APPROVED BY: J. HARPER SUBMITTED BY: R. PARGAS DATE: 112/10/2024 REVIEWED BY: J. ALTCHECH DATE: 112/10/2024 DATE: 12/10/2024 DATE DSN CHK APP REVISION co N T N 0 N U 9 AM H H T N M M N O O O N Q J Xrefs: xBRT-CUD05- TxS1-BT120-C N co co C� 0 0 0 0 _o N U 0 N m LO 00 c0 IZT 0 U w x Q U) w w W 06 x m Q CQ U) U 00 — O U d Q o z N Y o N N � o U SOUTH RENTON TRANSIT CENTER - BOOK 1 OF 3 —VI SHT. No. DWG. No. REV TITLE SHT. No. I DWG. No. I RE TITLE TRAFFIC LANDSCAPE (CONT'D) SIGNALS PLANTING 238 BT120-TSN101 A TRAFFIC SIGNAL LEGEND 294 BT120-LPP100 1 LANDSCAPE PLANTING PLAN AREA PLAN AND GENERAL NOTES 239 BT120-TSD101 A TRAFFIC SIGNALIZATION DETAILS HARDIE AVE SW & RAINIER AVE S 295 BT120-LPP101 0 LANDSCAPE PLANTING PLAN RAINIER STA 200+00 TO RAINIER STA 204+00 240 BT120-TSD102 1 TRAFFIC SIGNAL DETAILS HARDIE AVE SW & RAINIER AVE S 296 BT120-LPP102 0 LANDSCAPE PLANTING PLAN RAINIER STA 204+00 TO RAINIER STA 208+50 241 BT120-TSS101 A TRAFFIC SIGNAL SCHEDULES HARDIE AVE SW & RAINIER AVE S 297 BT120-LPP103 0 LANDSCAPE PLANTING PLAN RAINIER STA 208+50 TO RAINIER STA 212+42.13 242 BT120-TSS102 A TRAFFIC SIGNAL SCHEDULES HARDIE AVE SW & RAINIER AVE S 298 BT120-LPP104 1 LANDSCAPE PLANTING PLAN GRADY STA 151+00 TO GRADY STA 156+50 243 BT120-TSS103 A TRAFFIC SIGNAL SCHEDULES HARDIE AVE SW & RAINIER AVE S 299 BT120-LPP105 2 LANDSCAPE PLANTING PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 244 BT120-TSS104 A TRAFFIC SIGNAL SCHEDULES HARDIE AVE SW & RAINIER AVE S 300 BT120-LPP106 0 LANDSCAPE PLANTING PLAN LAKE STA 401+50 TO LAKE STA 405+50 245 BT120-TSD103 A TRAFFIC SIGNAL DETAILS S GRADY WAY & LAKE AVE S 301 BT120-LPP201 0 LANDSCAPE PLANTING PLAN S RENTON TRANSIT CENTER 246 BT120-TSS105 0 TRAFFIC SIGNAL SCHEDULES S GRADY WAY & LAKE AVE S 302 BT120-LPP202 0 LANDSCAPE PLANTING PLAN S RENTON TRANSIT CENTER 247 BT120-TSS106 1 TRAFFIC SIGNAL SCHEDULES S GRADY WAY & LAKE AVE S 303 BT120-LPP203 0 LANDSCAPE PLANTING PLAN S RENTON TRANSIT CENTER 248 BT120-TSD104 A TRAFFIC SIGNALIZATION DETAILS RAINIER AVE S & S GRADY WAY 304 BT120-LPP204 2 LANDSCAPE PLANTING PLAN S RENTON TRANSIT CENTER MAINTENANCE OF TRAFFIC 305 BT120-LPP205 0 LANDSCAPE PLANTING PLAN S RENTON TRANSIT CENTER 249 BT120-TMN101 A TRAFFIC TRAFFIC CONTROL NOTES 306 BT120-LPS101 1 LANDSCAPE PLANTING SCHEDULE LEGEND, NOTES & ABBREVIATIONS 250 BT120-TMP101 A TRAFFIC TRAFFIC CONTROL PLAN RAINIER AVE S 307 BT120-LPD101 0 LANDSCAPE PLANTING DETAILS 251 BT120-TMP102 1 TRAFFIC TRAFFIC CONTROL PLAN RAINIER AVE S IRRIGATION 252 BT120-TMP103 A TRAFFIC TRAFFIC CONTROL PLAN RAINIER AVE S 308 BT120-LRP100 1 LANDSCAPE IRRIGATION PLAN AREA PLAN AND GENERAL NOTES 253 BT120-TMP104 1 TRAFFIC TRAFFIC CONTROL PLAN RAINIER AVE S 309 BT120-LRN101 1 LANDSCAPE IRRIGATION NOTES S RENTON TRANSIT CENTER 254 BT120-TMP105 2 TRAFFIC CONTROL PLAN LAKE AVE S 310 BT120-LRP101 A LANDSCAPE IRRIGATION PLAN RAINIER STA 200+00 TO RAINIER STA 204+00 255 BT120-TMP106 0 TRAFFIC CONTROL PLAN LAKE AVE S 311 BT120-LRP102 A LANDSCAPE IRRIGATION PLAN RAINIER STA 204+00 TO RAINIER STA 208+50 256 BT120-TMP107 1 TRAFFIC TRAFFIC CONTROL PLAN S GRADY WAY 312 BT120-LRP103 A LANDSCAPE IRRIGATION PLAN RAINIER STA 208+50 TO RAINIER STA 212+42.13 257 BT120-TMP108 0 TRAFFIC TRAFFIC CONTROL PLAN S GRADY WAY 313 BT120-LRP104 A LANDSCAPE IRRIGATION PLAN GRADY STA 151+00 TO GRADY STA 156+50 258 BT120-TMP109 1 TRAFFIC TRAFFIC CONTROL PLAN S. GRADY WAY 314 BT120-LRP105 A LANDSCAPE IRRIGATION PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 259 BT120-TMP110 0 TRAFFIC TRAFFIC CONTROL PLAN S. GRADY WAY 315 BT120-LRP106 A LANDSCAPE IRRIGATION PLAN LAKE STA 401+50 TO LAKE STA 405+50 260 BT120-TMP111 A TRAFFIC TRAFFIC CONTROL PLAN S. GRADY WAY 316 BT120-LRP201 A LANDSCAPE IRRIGATION PLAN S RENTON TRANSIT CENTER 261 BT120-TMP112 0 TRAFFIC TRAFFIC CONTROL PLAN S. GRADY WAY 317 BT120-LRP202 A LANDSCAPE IRRIGATION PLAN S RENTON TRANSIT CENTER 262 BT120-TMP113 1 TRAFFIC TRAFFIC CONTROL PLAN S. GRADY WAY 318 BT120-LRP203 A LANDSCAPE IRRIGATION PLAN S RENTON TRANSIT CENTER 263 BT120-TMP114 0 TRAFFIC TRAFFIC CONTROL PLAN S. GRADY WAY 319 BT120-LRP204 A LANDSCAPE IRRIGATION PLAN S RENTON TRANSIT CENTER 264 BT120-TMP115 1 TRAFFIC TRAFFIC CONTROL PLAN S. GRADY WAY 320 BT120-LRP205 0 LANDSCAPE IRRIGATION PLAN S RENTON TRANSIT CENTER 265 BT120-TDP101 1 TRAFFIC TRAFFIC DETOUR PLAN S GRADY WAY 321 BT120-LRD101 0 LANDSCAPE IRRIGATION DETAILS S RENTON TRANSIT CENTER 265A BT120-TDP102 0 TRAFFIC TRAFFIC DETOUR PLAN 322 BT120-LRD102 0 LANDSCAPE IRRIGATION DETAILS S RENTON TRANSIT CENTER 265B BT120-TDP103 0 TRAFFIC TRAFFIC DETOUR PLAN 323 BT120-LRD103 1 0 1 LANDSCAPE IRRIGATION DETAILS S RENTON TRANSIT CENTER ITS TREE INVENTORY AND PROTECTION 266 BT120-TIP101 1 TRAFFIC INTELLIGENT TRANSPORTATION SYSTEMS PLAN RAINIER AVE S & HARDIE AVE SW 324 BT120-LTS101 1 LANDSCAPE TREE INVENTORY TABLE 267 BT120-TID101 1 TRAFFIC INTELLIGENT TRANSPORTATION SYSTEMS DETAILS RAINIER AVE S & HARDIE AVE SW 325 BT120-LTD101 1 LANDSCAPE TREE PROTECTION DETAILS S RENTON TRANSIT CENTER 268 BT120-TID102 1 TRAFFIC INTELLIGENT TRANSPORTATION SYSTEMS DETAILS RAINIER AVE S & HARDIE AVE SW ELECTRICAL STRUCTURAL 326 BT120-ESP204 1 ELECTRICAL SITE PLAN - YARD TO GANTRY S RENTON TRANSIT CENTER 269 BT120-SWP101 1 STRUCTURAL RETAINING WALL PLAN AND PROFILE 327 BT120-ESV201 1 ELECTRICAL DUCT BANK PROFILES S. RENTON TRANSIT CENTER 270 BT120-SWP102 1 STRUCTURAL RETAINING WALL PLAN AND PROFILE 328 BT120-EPD120 1 ELECTRICAL DETAILS S RENTON TRANSIT CENTER LANDSCAPE SYSTEMS HARDSCAPE COMMUNICATION 271 BT120-LHP100 0 LANDSCAPE HARDSCAPE PLAN AREA PLAN AND GENERAL NOTES 329 BT120-JCN201 0 SYSTEMS COMMUNICATION - LEGEND 272 BT120-LHP102 0 LANDSCAPE HARDSCAPE PLAN RAINIER STA 504+00 TO RAINIER STA 208+50 330 BT120-JCP100 0 SYSTEMS SITE COMMUNICATIONS AREA PLAN 273 BT120-LHP104 0 LANDSCAPE HARDSCAPE PLAN GRADY STA 151+00 TO GRADY STA 156+50 331 BT120-JCP104 0 SYSTEMS SITE COMMUNICATIONS GRADY STA 151+00 TO GRADY STA 156+50 274 BT120-LHP105 0 LANDSCAPE HARDSCAPE PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 332 BT120-JCP105 0 SYSTEMS SITE COMMUNICATIONS GRADY STA 156+50 TO GRADY STA 160+46.15 275 BT120-LHP106 0 LANDSCAPE HARDSCAPE PLAN LAKE STA 401+50 TO LAKE STA 405+55.16 333 BT120-JCP106 0 SYSTEMS SITE COMMUNICATIONS LAKE STA 401+50 TO LAKE STA 405+50 276 BT120-LHP201 0 LANDSCAPE HARDSCAPE PLAN S RENTON TRANSIT CENTER 334 BT120-JCP201 1 SYSTEMS SITE COMMUNICATION PLAN S RENTON TRANSIT CENTER 277 BT120-LHP202 0 LANDSCAPE HARDSCAPE PLAN S RENTON TRANSIT CENTER 335 BT120-JCP202 1 SYSTEMS SITE COMMUNICATION PLAN S RENTON TRANSIT CENTER 278 BT120-LHP203 1 LANDSCAPE HARDSCAPE PLAN S RENTON TRANSIT CENTER 336 BT120-JCP203 1 SYSTEMS SITE COMMUNICATION PLAN S RENTON TRANSIT CENTER 279 BT120-LHP204 0 LANDSCAPE HARDSCAPE PLAN S RENTON TRANSIT CENTER 337 BT120-JCP204 1 SYSTEMS SITE COMMUNICATION PLAN S RENTON TRANSIT CENTER 280 BT120-LHP205 0 LANDSCAPE HARDSCAPE PLAN S RENTON TRANSIT CENTER 338 BT120-JCP205 0 SYSTEMS SITE COMMUNICATION PLAN S RENTON TRANSIT CENTER 281 BT120-LHS101 0 LANDSCAPE HARDSCAPE PLAN WALL POINT TABLES 339 BT120-JCD201 0 SYSTEMS COMMUNICATION DETAILS 282 BT120-LHS102 0 LANDSCAPE HARDSCAPE BOULDER AND COBBLE POINT TABLES 340 BT120-JCD202 0 SYSTEMS COMMUNICATION DETAILS 283 BT120-LHS103 0 LANDSCAPE HARDSCAPE BOULDER AND COBBLE POINT TABLES 341 BT120-JCD203 0 SYSTEMS COMMUNICATIONS DETAIL 284 BT120-LHS104 0 LANDSCAPE HARDSCAPE DETAILS CURVE TABLES 342 BT120-JFS201 0 SYSTEMS COMMUNICATION ONELINE DIAGRAM 285 BT120-LHD101 0 LANDSCAPE HARDSCAPE DETAILS 343 BT120-JFS202 0 SYSTEMS COMMUNICATION ONELINE DIAGRAM 286 BT120-LHD102 0 LANDSCAPE HARDSCAPE DETAILS 344 BT120-JFS203 0 SYSTEMS COMMUNICATION ONELINE DIAGRAM 287 BT120-LHD103 0 LANDSCAPE HARDSCAPE DETAILS R-4332576 FMENT ENGINEERING o 11 /25/2025 288 BT120-LHD104 0 LANDSCAPE HARDSCAPE DETAILS 289 BT120-LHD105 0 LANDSCAPE HARDSCAPE DETAILS 290 BT120-LHD106 0 LANDSCAPE HARDSCAPE DETAILS 291 BT120-LHD107 0 LANDSCAPE HARDSCAPE DETAILS 292 BT120-LHD108 0 LANDSCAPE HARDSCAPE DETAILS 293 BT120-LHD109 0 LANDSCAPE HARDSCAPE DETAILS DESIGNED BY: E. GOLLER ���THs�� �sc�� ` VJ��'�y r z 31 535 ,; w SS GIST '� ZONAL 10/27/2025 SrRIDE BRT General Engineering Consultant Q J - U co w J z SOUNDTRANSIT SCALE: NTS STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 GENERAL INDEX OF DRAWINGS DRAWING No.: BT120-GZ1003 DRAWN BY: E. GOLLER FILENAME: S1-BT120-GZ1001-006 I FACILITY ID: BT120 CHECKED BY: L. GILBERT CONTRACT No.: RTA/LR RTA/CN 0205-2 10/24/2025 LBR MS LBR COR PERMIT REVISIONS - CNWD #001 SHEET No.: REV: 004 A 12/10/2024 EDG LDG JKH ISSUED FOR BID APPROVED BY: J. HARPER SUBMITTED BY: 1 R. PARGAS DATE: 112/10/2024 1 REVIEWED BY: J. ALTCHECH DATE: 12/10/2024 DATE: 112/10/2024 DATE I DSN I CHK APP REVISION co N T N 0 N U T N M M N O O O N Q J Xrefs: xBRT-CUD05- TxS1-BT120-C N M LU 0 0 0 0 0 _o N U 0 N m L0 00 c0 IZT 0 0 w x Q U) X W I (D w w 06 x m Q CQ C/) 0 00 — O U d Q o z N Y o N N � o U SOUTH RENTON TRANSIT CENTER - BOOK 2 OF 3 SHT. No. DWG. No. REV TITLE SHT. No. DWG. No. REV TITLE GENERAL STRUCTURAL (CONT'D) 1 BT120-GZT001 1 GENERAL COVER SHEET 396 BT120-SGD163 0 STRUCTURAL PLANS AND ELEVATIONS PARATRANSIT SHELTER 1 2 BT120-GZ1001 A GENERAL INDEX OF DRAWINGS 397 BT120-SGD164 0 STRUCTURAL SECTIONS AND DETAILS PARATRANSIT SHELTER 2 3 BT120-GZ1002 A GENERAL INDEX OF DRAWINGS ARCHITECTURAL 4 BT120-GZ1003 A GENERAL INDEX OF DRAWINGS 5 BT120-GZ1004 A GENERAL INDEX OF DRAWINGS 396 BT120-SGD163 0 STRUCTURAL PLANS AND ELEVATIONS PARATRANSIT SHELTER 1 6 BT120-GZ1005 A GENERAL INDEX OF DRAWINGS 397 BT120-SGD164 0 STRUCTURAL SECTIONS AND DETAILS PARATRANSIT SHELTER 2 7 BT120-GZ1006 A GENERAL INDEX OF DRAWINGS 398 BT120-AZN001 0 ARCHITECTURE MATERIAL ABBREVIATIONS TRANSIT CENTER 8 BT120-GZ1701 A GENERAL INDEX OF DRAWINGS 399 BT120-ASP201 1 ARCHITECTURE SITE PLAN TRANSIT CENTER 9 BT120-GZK000 0 GENERAL PROJECT LOCATION ID PLAN 400 BT120-ASZ201 1 ARCHITECTURE LIFE SAFETY PLAN AND CODE INFORMATION TRANSIT CENTER 10 BT120-GZKO01 0 GENERAL KEY PLAN 401 BT120-APP211 1 ARCHITECTURE OVERALL PLAN PLATFORM 11 BT120-GZN001 0 GENERAL GENERAL ABBREVIATIONS 402 BT120-APP212 1 ARCHITECTURE PLATFORM PLAN PLATFORM -SECTOR A 12 BT120-GZN002 0 GENERAL GENERAL ABBREVIATIONS 403 BT120-APP213 1 ARCHITECTURE PLATFORM PLAN PLATFORM -SECTOR B 13 BT120-GZN003 0 GENERAL GENERAL ABBREVIATIONS 404 BT120-APP214 1 ARCHITECTURE PLATFORM PLAN PLATFORM -SECTOR C 14 BT120-GZN004 0 GENERAL GENERAL ABBREVIATIONS 405 BT120-APP215 1 ARCHITECTURE PLATFORM PLAN PLATFORM -SECTOR D 15 BT120-GZN005 0 GENERAL GENERAL ABBREVIATIONS 406 BT120-APP216 1 ARCHITECTURE ENLARGED SHELTER PLANS PLATFORM -SECTOR D 16 BT120-GZN006 0 GENERAL GENERAL SYMBOLS AND LEGEND 407 BT120-ARP311 1 ARCHITECTURE OVERALL ROOF PLAN PLATFORM 17 BT120-GZN007 0 GENERAL GENERAL SYMBOLS AND LEGEND 408 BT120-ARP312 1 ARCHITECTURE PLATFORM ROOF PLAN PLATFORM -SECTOR A STRUCTURAL 409 BT120-ARP313 1 ARCHITECTURE PLATFORM ROOF PLAN PLATFORM -SECTOR B 410 BT120-ARP314 1 ARCHITECTURE PLATFORM ROOF PLAN PLATFORM -SECTOR C 345 BT120-SZN001 1 STRUCTURAL GENERAL STRUCTURAL NOTES 411 BT120-APD101 1 ARCHITECTURE ENLARGED PLATFORM PLANS & ELEVATION PLATFORM 346 BT120-SZN002 0 STRUCTURAL GENERAL STRUCTURAL NOTES 412 BT120-ANP211 1 ARCHITECTURE OVERALL SIGNAGE PLAN PLATFORM 347 BT120-SZN003 0 STRUCTURAL GENERAL STRUCTURAL NOTES 413 BT120-ANP212 1 ARCHITECTURE PLATFORM SIGNAGE PLAN PLATFORM -SECTOR A 348 BT120-SZP001 1 STRUCTURAL LOAD MAPS, DIAGRAMS, AND SCHEDULES 414 BT120-ANP213 1 ARCHITECTURE PLATFORM SIGNAGE PLAN PLATFORM -SECTOR B 349 BT120-SFP001 1 STRUCTURAL OVERALL SITE PLAN 415 BT120-ANP214 1 ARCHITECTURE PLATFORM SIGNAGE PLAN PLATFORM -SECTOR C 350 BT120-SFP212 1 STRUCTURAL FOUNDATION PLAN CANOPY -SECTOR A 416 BT120-ANP215 1 ARCHITECTURE PLATFORM SIGNAGE PLAN PLATFORM -SECTOR D 351 BT120-SFP213 1 STRUCTURAL FOUNDATION PLAN CANOPY -SECTOR B 417 BT120-AEE811 1 ARCHITECTURE EXTERIOR ELEVATIONS PLATFORM -END 352 BT120-SFP214 1 STRUCTURAL FOUNDATION PLAN CANOPY -SECTOR C 418 BT120-AEE812 0 ARCHITECTURE EXTERIOR ELEVATIONS PLATFORM -BUS BAY 1 353 BT120-SFP215 1 STRUCTURAL FOUNDATION PLAN CANOPY -SECTOR D 419 BT120-AEE813 1 ARCHITECTURE EXTERIOR ELEVATIONS PLATFORM -BUS BAY 2 AND 8 354 BT120-SFP221 1 STRUCTURAL OVERALL FOUNDATION PLAN CORE FACILITY 420 BT120-AEE814 1 ARCHITECTURE EXTERIOR ELEVATIONS PLATFORM -BUS BAY 3 355 BT120-SFP231 1 STRUCTURE OVERALL FOUNDATION PLAN CHARGING GANTRY 421 BT120-AEE815 1 ARCHITECTURE EXTERIOR ELEVATIONS PLATFORM -BUS BAY 6 AND 7 356 BT120-SFP241 1 STRUCTURAL OVERALL FOUNDATION PLAN BEB EQUIPMENT YARD 422 BT120-AEE816 0 ARCHITECTURE EXTERIOR ELEVATIONS PLATFORM -BUS BAY 4 357 BT120-SGP312 1 STRUCTURAL LEVEL 2 FRAMING PLAN CANOPY -SECTOR A 423 BT120-AEX711 1 ARCHITECTURE CROSS SECTIONS PLATFORM 358 BT120-SGP313 1 STRUCTURAL LEVEL 2 FRAMING PLAN CANOPY -SECTOR B 424 BT120-AEX712 0 ARCHITECTURE LONGITUDINAL SECTIONS PLATFORM 359 BT120-SGP314 1 STRUCTURAL LEVEL 2 FRAMING PLAN CANOPY -SECTOR C 425 BT120-AEX713 0 ARCHITECTURE SECTIONS PLATFORM 360 BT120-SGP321 1 STRUCTURAL MISCELLANEOUS STEEL OVERALL FRAMING PLAN CORE FACILITY 426 BT120-AEX714 1 ARCHITECTURE SHELTER SECTION & DETAILS PLATFORM 361 BT120-SGP331 1 STRUCTURE LEVEL 2 OVERALL FRAMING PLAN CHARGING GANTRY 427 BT120-AED900 0 ARCHITECTURE CANOPY DETAILS PLATFORM 362 BT120-SGP341 1 STRUCTURE ROOF OVERALL FRAMING PLAN BEB EQUIPMENT YARD 428 BT120-AED901 0 ARCHITECTURE WINDSCREEN DETAILS PLATFORM 363 BT120-SGP421 1 STRUCTURAL LOW ROOF OVERALL FRAMING PLAN CORE FACILITY 429 BT120-AED902 0 ARCHITECTURE WINDSCREEN DETAILS PLATFORM 364 BT120-SGP431 1 STRUCTURE LEVEL 3 OVERALL FRAMING PLAN CHARGING GANTRY 430 BT120-AED903 0 ARCHITECTURE CONDUIT RACEWAY DETAILS PLATFORM 365 BT120-SGP521 1 STRUCTURAL HIGH ROOF OVERALL FRAMING PLAN CORE FACILITY 431 BT120-AED904 0 ARCHITECTURE CONDUIT RACEWAY DETAILS PLATFORM 366 BT120-SGE111 0 STRUCTURAL FRAMING ELEVATIONS CANOPY 432 BT120-AED912 0 ARCHITECTURE CLERESTORY DETAILS PLATFORM 367 BT120-SGE121 0 STRUCTURAL FRAMING ELEVATIONS CORE FACILITY 433 BT120-AED914 1 ARCHITECTURE SIGNAGE DETAILS PLATFORM 368 BT120-SGE122 0 STRUCTURAL FRAMING ELEVATIONS CORE FACILITY 434 BT120-AED915 1 ARCHITECTURE SIGNAGE DETAILS PLATFORM 369 BT120-SGE123 0 STRUCTURAL FRAMING ELEVATIONS CORE FACILITY 435 BT120-AED916 0 ARCHITECTURE CANOPY DETAILS PLATFORM 370 BT120-SGE124 0 STRUCTURAL FRAMING ELEVATIONS CORE FACILITY 436 BT120-ACP211 1 ARCHITECTURE REFLECTED CEILING PLAN PLATFORM 371 BT120-SGE131 1 STRUCTURE FRAMING ELEVATIONS CHARGING GANTRY 437 BT120-ACP212 1 ARCHITECTURE REFLECTED CEILING PLAN PLATFORM -SECTOR A 372 BT120-SGE141 1 STRUCTURE FRAMING ELEVATIONS BEB EQUIPMENT YARD 438 BT120-ACP213 1 ARCHITECTURE REFLECTED CEILING PLAN PLATFORM -SECTOR B 373 BT120-SGY401 1 STRUCTURAL TYPICAL FOUNDATION DETAILS 1 439 BT120-ACP214 1 ARCHITECTURE REFLECTED CEILING PLAN PLATFORM -SECTOR C 374 BT120-SGY402 2 STRUCTURAL TYPICAL FOUNDATION DETAILS 2 440 BT120-APP221 1 ARCHITECTURE OVERALL FLOOR PLAN CORE FACILITY 375 BT120-SGY403 0 STRUCTURAL TYPICAL FOUNDATION DETAILS 3 441 BT120-APD222 1 ARCHITECTURE ENLARGED FLOOR PLAN CORE FACILITY -SECTOR E 376 BT120-SGY404 0 STRUCTURAL TYPICAL CONCRETE DETAILS 1 442 BT120-APD223 1 ARCHITECTURE ENLARGED FLOOR PLAN CORE FACILITY -SECTOR F 377 BT120-SGY405 0 STRUCTURAL TYPICAL CONCRETE DETAILS 2 443 BT120-APD224 1 ARCHITECTURE ENLARGED FLOOR PLAN CORE FACILITY -SECTOR G 378 BT120-SGY406 0 STRUCTURAL TYPICAL STEEL COLUMN DETAILS 444 BT120-APD225 1 ARCHITECTURE ENLARGED FLOOR PLAN CORE FACILITY -SECTOR H 379 BT120-SGY407 0 STRUCTURAL TYPICAL STEEL BEAM DETAILS 1 445 BT120-ARP321 1 ARCHITECTURE OVERALL ROOF PLAN CORE FACILITY 380 BT120-SGY408 0 STRUCTURAL TYPICAL STEEL BEAM DETAILS 2 446 BT120-AEE821 1 ARCHITECTURE EXTERIOR ELEVATIONS CORE FACILITY 381 BT120-SGY409 0 STRUCTURAL TYPICAL STEEL BEAM DETAILS 3 447 BT120-AEE822 0 ARCHITECTURE EXTERIOR ELEVATIONS CORE FACILITY 382 BT120-SGY410 0 STRUCTURAL TYPICAL ROOF DECK DETAILS 1 448 BT120-AIX721 0 ARCHITECTURE BUILDING SECTIONS I CORE FACILITY 383 BT120-SGY411 0 STRUCTURAL TYPICAL BRACED AND MOMENT FRAME DETAILS 1 449 BT120-AIX722 0 ARCHITECTURE BUILDING SECTIONS II CORE FACILITY 384 BT120-SGY412 1 STRUCTURAL TYPICAL BRACED AND MOMENT FRAME DETAILS 2 450 BT120-AIX723 0 ARCHITECTURE BUILDING SECTIONS III CORE FACILITY 385 BT120-SGD111 1 STRUCTURAL SECTIONS AND DETAILS CANOPY 451 BT120-AIX724 0 ARCHITECTURE BUILDING SECTIONS IV CORE FACILITY 386 BT120-SGD112 0 STRUCTURAL SECTIONS AND DETAILS CANOPY 452 BT120-AIX725 1 ARCHITECTURE WALL SECTIONS I CORE FACILITY 387 BT120-SGD113 0 STRUCTURAL SECTIONS AND DETAILS CANOPY R-4332577 DEVELOPMENT ENGINEERING msippo 11 /25/2025 0 388 BT120-SGD121 0 STRUCTURAL SECTIONS AND DETAILS CORE FACILITY 389 BT120-SGD122 0 STRUCTURAL SECTIONS AND DETAILS CORE FACILITY 390 BT120-SGD123 0 STRUCTURAL SECTIONS AND DETAILS CORE FACILITY 391 BT120-SGD131 1 STRUCTURE SECTIONS AND DETAILS CHARGING GANTRY 392 BT120-SGD132 1 STRUCTURE SECTIONS AND DETAILS CHARGING GANTRY 393 BT120-SGD133 1 STRUCTURE SECTIONS AND DETAILS CHARGING GANTRY 394 BT120-SGD161 0 STRUCTURAL SECTIONS AND DETAILS RETAINING WALL 395 BT120-SGD162 0 STRUCTURAL SECTIONS AND DETAILS WINDSCREEN DESIGNED BY: E. GOLLER ���THs�� �sc�� ` �J��y ��� r z ,�, �o ,�, 535 �ww SS GIST ZONAL 10/27/2025 rRIDEU BRT General Engineering Consultant Q J co w J z U_ SOUNDTRANSIT SCALE: NTs STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 GENERAL INDEX OF DRAWINGS DRAWING No.: BT120-GZ1004 DRAWN BY: E. GOLLER FILENAME: S1-BT120-GZ1001-006 FACILITY ID: BT120 CHECKED BY: L. GILBERT CONTRACT No.: RTA/LR RTA/CN 0205-2 A 10/24/2025 LBR MS LBR COR PERMIT REVISIONS - CNWD #001 SHEET No.: REV: 005 A 0 12/10/2024 EDG LDG JKH ISSUED FOR BID APPROVED BY: J. HARPER SUBMITTED BY: R. PARGAS DATE: 12/10/2024 REVIEWED BY: J. ALTCHECH DATE: 12/10/2024 DATE: 12/10/2024 No. DATE DSN CHK APP I REVISION co N T N 0 N U C", M M N O O O I N Q J Xrefs: xBRT-CUD05- TxS1-BT120-C N M w 0 0 0 0 0 _o N U 0 N m L0 00 co IZT 0 0 w x Q U) w I (D w w 06 x m Q CQ C/) 0 pp — O U d Q o z N Y o N N � o U SOUTH RENTON TRANSIT CENTER - BOOK 2 OF 3 SHT. No. DWG. No. REV TITLE SHT. No. DWG. No. REV TITLE ARCHITECTURAL (CONT'D) ELECTRICAL 453 BT120-AIE821 0 ARCHITECTURE INTERIOR ELEVATIONS CORE FACILITY -SECURITY ROOM 520 BT120-EPNO01 0 ELECTRICAL SYMBOLS AND LEGEND 454 BT120-AIE822 0 ARCHITECTURE INTERIOR ELEVATIONS CORE FACILITY -LACTATION ROOM, JANITOR ROOM 521 BT120-EPNO02 0 ELECTRICAL SYMBOLS AND LEGEND 455 BT120-AIE823 0 ARCHITECTURE INTERIOR ELEVATIONS CORE FACILITY -OPERATOR RESTROOM 522 BT120-EPNO03 0 ELECTRICAL GENERAL NOTES AND MOUNTING 456 BT120-AIE824 0 ARCHITECTURE INTERIOR ELEVATIONS CORE FACILITY -OPERATOR RESTROOM 523 BT120-EPNO04 2 ELECTRICAL PROJECT KEYNOTE LIST 457 BT120-ACP221 1 ARCHITECTURE OVERALL REFLECTED CEILING PLAN CORE FACILITY 524 BT120-ESP101 2 ELECTRICAL SITE PLAN SOUTH RENTON TRANSIT CENTER 458 BT120-ACP222 1 ARCHITECTURE REFLECTED CEILING PLAN CORE FACILITY -SECURITY ROOM 525 BT120-ESP401 1 ELECTRICAL SITE PLAN - ENLARGED SOUTH RENTON TRANSIT CENTER 459 BT120-ACP223 1 ARCHITECTURE REFLECTED CEILING PLAN CORE FACILITY -PUBLIC FACILITY 526 BT120-ELP211 1 ELECTRICAL LIGHTING PLAN -OVERALL CANOPY 460 BT120-AED905 0 ARCHITECTURE MISC DETAILS CORE FACILITY 527 BT120-ELP212 1 ELECTRICAL LIGHTING PLAN -SECTOR A CANOPY 461 BT120-AED906 0 ARCHITECTURE EXTERIOR DETAILS CORE FACILITY 528 BT120-ELP213 1 ELECTRICAL LIGHTING PLAN -SECTOR B CANOPY 462 BT120-AED907 0 ARCHITECTURE MISC DETAILS CORE FACILITY 529 BT120-ELP214 1 ELECTRICAL LIGHTING PLAN -SECTOR C CANOPY 463 BT120-AED908 0 ARCHITECTURE MISC DETAILS CORE FACILITY 530 BT120-EPP211 1 ELECTRICAL POWER PLAN CANOPY -OVERALL 464 BT120-AED909 0 ARCHITECTURE PLANTER BOX DETAIL, MISC CORE FACILITY 531 BT120-EPP212 1 ELECTRICAL POWER PLAN -SECTOR A CANOPY 465 BT120-AES910 0 ARCHITECTURE PARTITION TYPES CORE FACILITY 532 BT120-EPP213 1 ELECTRICAL POWER PLAN -SECTOR B CANOPY 466 BT120-AES911 0 ARCHITECTURE TRANSLUCENT WINDOW TYPES CORE FACILITY 533 BT120-EPP214 1 ELECTRICAL POWER PLAN -SECTOR C CANOPY 467 BT120-AES912 0 ARCHITECTURE SCHEDULES CORE FACILITY 534 BT120-EPP215 1 ELECTRICAL POWER PLAN -SECTOR D CANOPY 468 BT120-AID909 0 ARCHITECTURE DETAILS CORE FACILITY 535 BT120-EPE212 1 ELECTRICAL POWER ELEVATION -SECTOR A CANOPY 469 BT120-APP231 1 ARCHITECTURE FLOOR PLAN GANTRY 536 BT120-EPE213 1 ELECTRICAL POWER ELEVATION -SECTOR B CANOPY 470 BT120-AEE831 1 ARCHITECTURE OVERALL EXTERIOR ELEVATIONS GANTRY 537 BT120-EPE214 1 ELECTRICAL POWER ELEVATION -SECTOR C CANOPY 471 BT120-AEE832 1 ARCHITECTURE EXTERIOR ELEVATIONS GANTRY 538 BT120-ELP221 1 ELECTRICAL LIGHTING PLAN CORE FACILITY 472 BT120-AEE833 1 ARCHITECTURE EXTERIOR ELEVATIONS GANTRY 539 BT120-EPP221 1 ELECTRICAL POWER PLAN CORE FACILITY 473 BT120-AEE834 1 ARCHITECTURE EXTERIOR ELEVATIONS GANTRY 540 BT120-EPP222 1 ELECTRICAL POWER PLAN -SECTOR F CORE FACILITY 474 BT120-ACP231 1 ARCHITECTURE REFLECTED CEILING PLAN GANTRY 541 BT120-EPP223 1 ELECTRICAL POWER PLAN -ENLARGED ELECTRICAL ROOM CORE FACILITY 475 BT120-AED910 1 ARCHITECTURE GANTRY DETAILS GANTRY 542 BT120-EPE221 1 ELECTRICAL POWER ELEVATIONS -ELECTRICAL ROOM CORE FACILITY 476 BT120-APP241 1 ARCHITECTURE FLOOR PLAN BEB EQUIPMENT YARD 543 BT120-ELP231 1 ELECTRICAL LIGHTING PLAN BEB CHARGING GANTRY 477 BT120-ARP341 1 ARCHITECTURE ROOF PLAN BEB EQUIPMENT YARD 544 BT120-EPP231 1 ELECTRICAL POWER PLAN AND GROUNDING PLAN BEB CHARGING GANTRY 478 BT120-AEE841 1 ARCHITECTURE EXTERIOR ELEVATIONS BEB EQUIPMENT YARD 545 BT120-ELP241 1 ELECTRICAL LIGHTING PLAN BEB EQUIPMENT YARD 479 BT120-ACP241 1 ARCHITECTURE REFLECTED CEILING PLAN BEB EQUIPMENT YARD 546 BT120-EPP241 1 ELECTRICAL POWER PLAN BEB EQUIPMENT YARD 480 BT120-AED913 1 ARCHITECTURE MISC DETAILS BEB EQUIPMENT YARD 547 BT120-EPP242 1 ELECTRICAL UNDERGROUND CONDUIT BEB EQUIPMENT YARD 481 BT120-APP251 1 ARCHITECTURE FLOOR PLAN GENERATOR PAD 548 BT120-EGS101 0 ELECTRICAL GROUNDING DIAGRAM -SECTOR A CANOPY 482 BT120-AEE851 1 ARCHITECTURE EXTERIOR ELEVATIONS GENERATOR PAD 549 BT120-EGS102 0 ELECTRICAL GROUNDING DIAGRAM -CORE FACILITY CORE FACILITY 483 BT120-APP261 1 ARCHITECTURE FLOOR PLAN REFUSE AND RECYCLING AREA 550 BT120-EGS103 1 ELECTRICAL GROUNDING PLAN BEB CHARGING GANTRY 484 BT120-AEE861 1 ARCHITECTURE EXTERIOR ELEVATIONS REFUSE AND RECYCLING AREA 551 BT120-EGS104 1 ELECTRICAL GROUNDING PLAN BEB EQUIPMENT YARD 485 BT120-AID900 1 ARCHITECTURE DETAILS CORE FACILITY 552 BT120-EPD101 1 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER 486 BT120-AID901 0 ARCHITECTURE DETAILS CORE FACILITY 553 BT120-EPD102 1 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER 487 BT120-AID902 0 ARCHITECTURE DETAILS CORE FACILITY 554 BT120-EPD103 0 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER 488 BT120-AID903 0 ARCHITECTURE DETAILS TRANSIT CENTER 555 BT120-EPD104 0 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER 489 BT120-AID904 0 ARCHITECTURE DETAILS TRANSIT CENTER 556 BT120-EPD105 1 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER 490 BT120-AID905 0 ARCHITECTURE DETAILS TRANSIT CENTER 557 BT120-EPD106 1 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER 491 BT120-AID906 0 ARCHITECTURE DETAILS TRANSIT CENTER 558 BT120-EPD107 1 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER 492 BT120-AID907 0 ARCHITECTURE DETAILS TRANSIT CENTER 559 BT120-EPD108 1 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER 493 BT120-AID908 0 ARCHITECTURE DETAILS TRANSIT CENTER 560 BT120-EPD109 1 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER 494 BT120-AID910 0 ARCHITECTURE DETAILS CORE FACILITY 561 BT120-EPD110 0 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER 495 BT120-AID911 0 ARCHITECTURE DETAILS CORE FACILITY 562 BT120-EPD111 0 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER 496 BT120-AID912 1 ARCHITECTURE DETAILS CORE FACILITY 563 BT120-EPD112 0 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER 497 BT120-AID913 0 ARCHITECTURE DETAILS CORE FACILITY 564 BT120-EPS101 1 ELECTRICAL BEP ONE -LINE SOUTH RENTON TRANSIT CENTER MECHANICAL 565 BT120-EPS102 1 ELECTRICAL CORE FACILITES ONE -LINE NE 145TH ST TO 98TH AVE NE 566 BT120-EPS103 1 ELECTRICAL BEB CHARGING BLOCK DIAGRAM SOUTH RENTON TRANSIT CENTER 498 BT120-MPNO01 0 MECHANICAL -PLUMBING GENERAL NOTES AND LEGEND CORE FACILITY 567 BT120-EPS104 2 ELECTRICAL SITE LIGHTING WIRING DIAGRAM NE 145TH ST TO 98TH AVE NE 499 BT120-MPP121 1 MECHANICAL -PLUMBING UNDERGROUND PLAN -BELOW FINISHED FLOOR CORE FACILITY 568 BT120-EPS110 1 ELECTRICAL KCM PANEL SCHEDULES SOUTH RENTON TRANSIT CENTER 500 BT120-MPP221 1 MECHANICAL -PLUMBING FLOOR PLAN -OVERALL -AT OR ABOVE FINISHED FLOOR CORE FACILITY 569 BT120-EPS111 0 ELECTRICAL KMC PANEL SCHEDULES SOUTH RENTON TRANSIT CENTER 501 BT120-MPP222 0 MECHANICAL -PLUMBING ENLARGED FLOOR PLANS CORE FACILITY 570 BT120-EPS112 0 ELECTRICAL ST PANEL SCHEDULES SOUTH RENTON TRANSIT CENTER 502 BT120-MPP321 1 MECHANICAL -PLUMBING ROOF PLAN CORE FACILITY 571 BT120-EPS113 2 ELECTRICAL ST PANEL SCHEDULES SOUTH RENTON TRANSIT CENTER 503 BT120-MPS001 0 MECHANICAL -PLUMBING RISER DIAGRAM -DOMESTIC WATER CORE FACILITY 572 BT120-EPS114 1 ELECTRICAL ST PANEL SCHEDULES SOUTH RENTON TRANSIT CENTER 504 BT120-MPS002 0 MECHANICAL -PLUMBING RISER DIAGRAM -SANITARY SEWER CORE FACILITY 573 BT120-EPS115 1 ELECTRICAL ST PANEL SCHEDULES SOUTH RENTON TRANSIT CENTER 505 BT120-MPS003 0 MECHANICAL -PLUMBING SCHEDULES CORE FACILITY 574 BT120-EPS116 1 ELECTRICAL ST PANEL SCHEDULES SOUTH RENTON TRANSIT CENTER 506 BT120-MPDO01 0 MECHANICAL -PLUMBING DETAILS CORE FACILITY 575 BT120-EPS117 1 ELECTRICAL ST PANEL SCHEDULES SOUTH RENTON TRANSIT CENTER 507 BT120-MPDO02 0 MECHANICAL -PLUMBING DETAILS CORE FACILITY 576 BT120-EPS120 0 ELECTRICAL CONNECTION SCHEDULE SOUTH RENTON TRANSIT CENTER 508 BT120-MHN001 0 MECHANICAL-HVAC LEGEND, ABBREVIATIONS AND ENERGY CODES CORE FACILITY 577 BT120-EPS121 2 ELECTRICAL CONDUIT AND CONDUCTOR SCHEDULE SOUTH RENTON TRANSIT CENTER 509 BT120-MHN002 0 MECHANICAL-HVAC CONSTRUCTION, GENERAL AND KEY NOTES CORE FACILITY 578 BT120-EPS122 0 ELECTRICAL CONDUIT AND CONDUCTOR SCHEDULE 2 SOUTH RENTON TRANSIT CENTER 510 BT120-MHP221 1 MECHANICAL-HVAC FLOOR PLAN BELOW 8' AFF CORE FACILITY 579 BT120-EPS123 1 ELECTRICAL CONDUIT AND CONDUCTOR SCHEDULE 3 SOUTH RENTON TRANSIT CENTER 511 BT120-MHP222 1 MECHANICAL-HVAC FLOOR PLAN -ABOVE 8' AFF CORE FACILITY 580 BT120-EPS130 1 ELECTRICAL EQUIPMENT MATRIX SOUTH RENTON TRANSIT CENTER 512 BT120-MHS001 0 MECHANICAL-HVAC SCHEMATIC, DIAGRAMS CORE FACILITY 581 BT120-EPS131 1 ELECTRICAL EQUIPMENT MATRIX SOUTH RENTON TRANSIT CENTER 513 BT120-MHS002 0 MECHANICAL-HVAC SCHEDULE CORE FACILITY 582 BT120-EPS132 1 ELECTRICAL EQUIPMENT MATRIX SOUTH RENTON TRANSIT CENTER 514 BT120-MHS003 0 MECHANICAL-HVAC SCHEDULES 583 BT120-ELS101 1 ELECTRICAL LUMINAIRE SCHEDULE SOUTH RENTON TRANSIT CENTER 515 BT120-MHS005 0 MECHANICAL-HVAC BMS POINTS LIST CORE FACILITY 584 BT120-ELS102 1 ELECTRICAL LIGHTING CONTROL MATRIX SOUTH RENTON TRANSIT CENTER 516 BT120-MHS006 0 MECHANICAL-HVAC CONTROLS NETWORK DIAGRAM CORE FACILITY R-4332578 DEVELOPMENT ENGINEERING msippo 11 /25/2025 517 BT120-MHS007 0 MECHANICAL-HVAC CONTROLS SCHEDULE CORE FACILITY 518 BT120-MHS010 0 MECHANICAL-HVAC CONTROLS SCHEDULE CORE FACILITY 519 BT120-MHDO01 0 MECHANICAL-HVAC DETAILS CORE FACILITY DESIGNED BY: E. GOLLER ���THs�� �sc�� ` yJ��'�y r z ,�, 535 � �ww SS GIST � ZONAL 10/27/2025 sr)?IDEU BRT General Engineering Consultant Q J w J z SOUNDTRANSIT SCALE: NTS STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 GENERAL INDEX OF DRAWINGS DRAWING No.: BT120-GZ1005 DRAWN BY: E. GOLLER FILENAME: S1-BT120-GZ1001-006 FACILITY ID: BT120 CHECKED BY: L. GILBERT CONTRACT No.: RTA/LR RTA/CN 0205-2 A 10/24/2025 LBR MS LBR COR PERMIT REVISIONS - CNWD #001 SHEET No.: REV: 006 A 0 L 12/10/2024 EDG LDG JKH ISSUED FOR BID APPROVED BY: J. HARPER SUBMITTED BY: R. PARGAS DATE: 112/10/2024 REVIEWED BY: J. ALTCHECH DATE: 112/10/2024 DATE: 112/10/2024 No. DATE DSN CHK APP REVISION co N T N 0 N U 9 AM H H T N M M N O O O N Q J � SOUTH RENTON TRANSIT CENTER - BOOK 2 OF 3 � Cy) SHT. No. DWG. No. REV TITLE SHT. No. DWG. No. REV TITLE N xBRT-CUD05-TB xBR TxSi-BT120-GZI Nt N GB-SEAL-JKH53 o SYSTEMS (D COMMUNICATION N LLJ 585 BT120-JCN203 0 SYSTEMS COMMUNICATIONS NOTES C) 586 BT120-JCP206 2 SYSTEMS STRIDE BAY 1 COMMUNICATIONS PLAN 587 BT120-JCP207 1 SYSTEMS STRIDE BAY 2 AND 8 COMMUNICATIONS PLAN 588 BT120-JCP208 2 SYSTEMS KCM BAYS 3, 6, AND 7 COMMUNICATIONS PLAN 589 BT120-JCP209 1 SYSTEMS KCM RAPID RIDE COMMUNICATIONS PLAN BAY 4 AND 5 590 BT120-JCP210 1 SYSTEMS STRIDE BAY 1 SHELTER COMMUNICATIONS RCP 591 BT120-JCP211 1 SYSTEMS KCM RAPID RIDE BAY 2 AND STRIDE BAY 8 592 BT120-JCP212 1 SYSTEMS KCM COMMUNICATIONS RCP BAYS 3, 4, 6, AND 7 In 593 BT120-JCE209 0 SYSTEMS STRIDE BAY AREA 1 COMMUNICATIONS ELEVATION O O 594 BT120-JCE210 0 SYSTEMS STRIDE LAYOVER COMMUNICATIONS O 595 BT120-JCE211 1 SYSTEMS STRIDE BAY 8 COMMUNICATIONS ELEVATION O O 596 BT120-JCE212 0 SYSTEMS KCM BAY 2 COMMUNICATIONS ELEVATION r 597 BT120-JCE213 0 SYSTEMS KCM BAY 7 COMMUNICATIONS ELEVATION N 598 BT120-JCE214 0 SYSTEMS KCM BAY 6 COMMUNICATIONS ELEVATION 599 BT120-JCE215 0 SYSTEMS KCM BAYS 4 AND 5 COMMUNICATIONS ELEVATION 600 BT120-JCE216 1 SYSTEMS KCM BAY 3 COMMUNICATIONS ELEVATION 601 BT120-JCX210 0 SYSTEMS COMMUNICATION STRIDE BAY 1 SECTIONS 602 BT120-JCX211 1 SYSTEMS KCM COMMUNICATIONS SECTIONS 603 BT120-JCX212 1 SYSTEMS STRIDE BAY 2 AND 8 COMMUNICATIONS SECTIONS 604 BT120-JFS204 0 SYSTEMS SOUND TRANSIT BAY 1 RISER DIAGRAM 605 BT120-JFS205 0 SYSTEMS SOUND TRANSIT BAY 8 RISER DIAGRAM M 606 BT120-JFS206 0 SYSTEMS SOUND TRANSIT OTHER BAYS RISER DIAGRAM N O 607 BT120-JFS207 0 SYSTEMS KCM BAY 2 AND 7 RISER DIAGRAM O O 608 BT120-JFS208 0 SYSTEMS KCM OTHER BAYS RISER DIAGRAM I 609 BT120-JCD204 0 SYSTEMS COMMUNICATIONS DETAILS N 610 BT120-JCD205 0 SYSTEMS COMMUNICATIONS DETAILS Q 611 BT120-JCD206 0 SYSTEMS COMMUNICATIONS DETAILS J 612 BT120-JCD207 0 SYSTEMS COMMUNICATIONS DETAILS 613 BT120-JCD208 0 SYSTEMS ST COMMUNICATIONS CABINET 614 BT120-JCD209 0 SYSTEMS KCM COMMUNICATIONS CABINET 615 BT120-JCD210 0 SYSTEMS CONDUIT PENETRATION DETAIL 616 BT120-JCD211 0 SYSTEMS CCTV CAMERA DATA TELECOM 617 BT120-JCN000 0 TELECOM SYMBOLS AND LEGEND TRANSIT CENTER 618 BT120-JCN001 1 TELECOM GENERAL NOTES TRANSIT CENTER 619 BT120-JCN002 0 TELECOM GENERAL NOTES TRANSIT CENTER 620 BT120-JCN003 0 TELECOM GENERAL NOTES TRANSIT CENTER 621 BT120-JCN004 0 TELECOM GENERAL NOTES TRANSIT CENTER 622 BT120-JCN005 0 TELECOM GENERAL NOTES TRANSIT CENTER 623 BT120-JCS006 1 TELECOM OUTLET AND MATRICES TRANSIT CENTER 624 BT120-JCP001 1 TELECOM SITE -OVERALL PLAN TRANSIT CENTER 625 BT120-JCP002 1 TELECOM SITE -ENLARGED PLAN TRANSIT CENTER 626 BT120-JCP220 1 TELECOM CORE FACILITY TELECOMMUNICATIONS PLAN TRANSIT CENTER 627 BT120-JCP221 1 TELECOM CORE FACILITY CONDUIT PLAN TRANSIT CENTER 628 BT120-JCP261 0 TELECOM TELECOM ROOM ENLARGED PLANS TRANSIT CENTER 629 BT120-JCE262 1 TELECOM TELECOM ROOM ST & KCM ELEVATIONS TRANSIT CENTER 630 BT120-JCE263 0 TELECOM TELECOM ROOM SERVICE PROVIDER ELEVATIONS TRANSIT CENTER 631 BT120-JCE264 0 TELECOM TELECOM ROOM OVERALL ELEVATIONS TRANSIT CENTER 632 BT120-JCE265 0 TELECOM TELECOM ROOM ISOMETRIC VIEW TRANSIT CENTER 633 BT120-JCD501 0 TELECOM INSTALLATION DETAILS TRANSIT CENTER 634 BT120-JCD502 0 TELECOM INSTALLATION DETAILS TRANSIT CENTER 635 BT120-JCD503 0 TELECOM INSTALLATION DETAILS TRANSIT CENTER 0 636 BT120-JCD504 0 TELECOM INSTALLATION DETAILS TRANSIT CENTER 0 637 BT120-JCD505 0 TELECOM INSTALLATION DETAILS TRANSIT CENTER 0 638 BT120-JCD506 0 TELECOM INSTALLATION DETAILS TRANSIT CENTER N 639 BT120-JFS001 0 TELECOM OUTLET AND MATRICES TRANSIT CENTER (D SECURITY 0 640 BT120-JCP003 2 SECURITY SITE -OVERALL PLAN TRANSIT CENTER m 641 BT120-JCN051 1 SECURITY SYMBOLS AND LEGEND v) 642 BT120-JCP222 2 SECURITY FLOOR PLAN CORE FACILITY It LO 643 BT120-JCP223 1 SECURITY CONDUIT PLAN CORE FACILITY C00 -00 644 BT120-JCS051 0 SECURITY NETWORK RISER DIAGRAM IZT 0 645 BT120-JCS052 1 SECURITY NETWORK RISER DIAGRAM v 646 BT120-JCD551 0 SECURITY DETAILS w Q 647 BT120-JCD552 0 SECURITY DETAILS u) 648 BT120-JCD553 1 SECURITY DETAILS R-4332579 x wl 649 BT120-JCD554 0 SECURITY STANDARD DETAILS 650 BT120-JCD555 0 SECURITY STANDARD DETAILS w DEVELOPMENT ENGINEERING 3 Q m msippo 11 /25/2025 CQ U O DESIGNED BY: SCALE: STRIDE BUS RAPID TRANSIT DRAWING No.: U E. GOLLER ��,�TH s��� Q J NTS d Q DRAWN BY: �Sc�� °� ` �J�S-RIDE - U FILENAME: SOUTH RENTON TRANSIT CENTER BT120-GZ1006 N ��� o� 0 co o z E. GOLLER z w J S1-BT120-GZ1001-006 BT105 FACILITY ID: � CHECKED BY: 31 BRT General Engineering Consultant )l z LL CONTRACT No.: BT120 �p ,�,� 535 $ ��W SOUNDTRANSIT RTA/LR RTA/CN 0205-2 GENERAL SHEET No.: REV: N � A 10/24/2025 LBR MS LBR COR PERMIT REVISIONS - CNWD #001 L. GILBERT SSIGIST ��� INDEX OF DRAWINGS N a 0 12/10/2024 EDG LDG JKH ISSUED FOR BID APPROVED BY: ONAL SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: 007 A CD b No. DATE DSN CHK APP REVISION J. HARPER 10/27/2025 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 N Xrefs: M xBRT-CUD05-TB TxS1-BT120-GZI GB-SEAL-JKH53 W 0 0 ti N U 0 N m LO 00 c0 NT 0 0 U w X Q U) w w W °6 X m Q C0 Go U m O d Q Ln U LO z Y Ln O N N o U SOUTH RENTON TRANSIT CENTER / SR 167 ROADWAY IMPROVEMENTS - BOOK 3 OF 3 SHT. No. DWG. No. REV TITLE SHT. No. DWG. No. REV TITLE GENERAL R-4332580 DEVELOPMENT ENGINEERING ` IL msippo 11 /25/2025 1 BT120-GZT001 1 GENERAL COVER SHEET 2 BT120-GZ1001 A GENERAL INDEX OF DRAWINGS 3 BT120-GZ1002 A GENERAL INDEX OF DRAWINGS 4 BT120-GZ1003 A GENERAL INDEX OF DRAWINGS 5 BT120-GZ1004 A GENERAL INDEX OF DRAWINGS 6 BT120-GZ1005 A GENERAL INDEX OF DRAWINGS 7 BT120-GZ1006 A GENERAL INDEX OF DRAWINGS 8 BT120-GZ1701 A GENERAL INDEX OF DRAWINGS 9 BT120-GZK000 0 GENERAL PROJECT LOCATION ID PLAN 10 BT120-GZKO01 0 GENERAL KEY PLAN 11 BT120-GZN001 0 GENERAL GENERAL ABBREVIATIONS 12 BT120-GZN002 0 GENERAL GENERAL ABBREVIATIONS 13 BT120-GZN003 0 GENERAL GENERAL ABBREVIATIONS 14 BT120-GZN004 0 GENERAL GENERAL ABBREVIATIONS 15 BT120-GZN005 0 GENERAL GENERAL ABBREVIATIONS 16 BT120-GZN006 0 GENERAL GENERAL SYMBOLS AND LEGEND 17 BT120-GZN007 0 GENERAL GENERAL SYMBOLS AND LEGEND RIGHT-OF-WAY 651 BT120-RMP701 1 RIGHT OF WAY MONUMENT PLAN 652 BT120-RPP701 0 RIGHT OF WAY PROPOSED PLAN CIVIL ALIGNMENT 653 BT120-CAP701 0 CIVIL ALIGNMENT PLAN SR 167 STA. 997+00.00 TO STA. 1002+50.00 654 BT120-CAP702 0 CIVIL ALIGNMENT PLAN SR 167 STA. 1002+50.00 TO STA. 1008+00.00 655 BT120-CAP703 0 CIVIL ALIGNMENT PLAN SR 167 STA. 1008+00.00 TO STA. 202+00.00 CONSTRUCTION STAGING 656 BT120-CHP701 0 CIVIL CIVIL HAUL PLAN SR167 TYPICAL SECTIONS 657 BT120-CRY701 1 CIVIL TYPICAL SECTIONS SR167 658 BT120-CRY702 0 CIVIL TYPICAL SECTIONS SR167 SITE 659 BT120-CSP702 1 CIVIL SITE PREPARATION PLAN SR 167 STA. 1002+50.00 TO STA. 1008+00.00 660 BT120-CSP703 0 CIVIL SITE PREPARATION PLAN SR 167 STA.1008+00.00 TO STA. 202+00.00 EROISION AND SEDIMENT CONTROL 661 BT120-CTP702 1 CIVIL EROSION AND SEDIMENT CONTROL PLAN SR167 STA. 1002+50.00 TO STA. 1008+00.00 662 BT120-CTD701 0 CIVIL TESC DETAILS 663 BT120-CTD702 0 CIVIL TESC DETAILS 664 BT120-CTD703 0 CIVIL TESC DETAILS ROADWAY 665 BT120-CPP702 1 CIVIL PAVING PLAN SR 167 STA. 1002+50.00 TO STA. 1008+00.00 666 BT120-CPP703 0 CIVIL PAVING PLAN SR 167 STA. 1008+00.00 TO STA. 202+00.00 PAVEMENT MARKING 667 BT120-CMP702 A CIVIL PAVEMENT MARKING PLAN SR 167 STA. 1002+50.00 TO STA. 1008+00.00 668 BT120-CMP703 1 CIVIL PAVEMENT MARKING PLAN SR 167 STA. 1008+00.00 TO STA. 202+00.00 669 BT120-CMD701 A CIVIL PAVEMENT MARKING DETAILS ILLUMINATION 670 BT120-CLN701 0 CIVIL ILLUMINATION NOTES SR167 671 BT120-CLP701 0 CIVIL ILLUMINATION PLAN SR167 TRAFFIC SIGNAGE 672 BT120-TNP701 0 TRAFFIC SIGNAGE PLAN SR 167 STA. 997+00.00 TOP STA. 1002+50.00 673 BT120-TNP702 0 TRAFFIC SIGNAGE PLAN SR 167 STA. 1002+50.00 TO STA. 1008+00.00 674 BT120-TND701 0 TRAFFIC SIGNAGE DETAILS SR 167 IN RENTON MAINTENANCE OF TRAFFIC 675 BT120-TMN701 0 TRAFFIC TRAFFIC CONTROL NOTES SR167 676 BT120-TMP701 0 TRAFFIC MOTT PLAN SR167 677 BT120-TMP702 0 TRAFFIC MOTT PLAN SR167 678 BT120-TMP703 0 TRAFFIC MOTT PLAN SR167 679 BT120-TMP704 0 TRAFFIC MOTT PLAN SR167 680 BT120-TMP705 0 TRAFFIC MOTT PLAN SR167 681 BT120-TMP706 0 TRAFFIC MOTT PLAN SR167 682 BT120-TDP701 0 TRAFFIC DETOUR PLAN SR167 DESIGNED BY: E. GOLLER ���T46 ���I��r�y w ' z ° ro ,3, ® ��OSTt ti��`� �SIONAL 10/27/2025 4bV BRT General Engineering Consultant rJ?IDE Q J U -0 co w J z " SOUNDTRANSIT SCALE: NTS STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 GENERAL INDEX OF DRAWINGS SR 167 DRAWING No.: gT120-GZ1701 DRAWN BY: E. GOLLER FILENAME: S1-BT120-GZ1701 FACILITY ID: BT120 CHECKED BY: L. GILBERT CONTRACT No.: RTA/LR RTA/CN 0205-2 LN 10/24/2025 LBR MS LBR COR PERMIT REVISIONS - CNWD #001 SHEET No.: REV: 008 A 12/10/2024 EDG LDG JKH ISSUED FOR BID APPROVED BY: J. HARPER SUBMITTED BY: R. PARGAS DATE: 112/10/2024 REVIEWED BY: J. ALTCHECH DATE: 112/10/2024 DATE: 12/10/2024 DATE DSN CHK APP REVISION co N N 0 N U H H H C'7 N O 0 0 4 N Q J N Xrefs: M xBRT-CUD05-TB GB-SEAL-JKH53 LU 0 0 0 Y N C� 0 N m co 0 N co co 0 0 w Q U) w (D W 7) w06 x m Q U) C/) U pp -o U Q? co (D N z o Y O N 00 0 U N37 Everett NP37 SEE N36 SEE M � Z C SW Everett Industrial Center N33 1111 N35� SR 526 & Evergreen N 32 Tunnel Station N31 SR 99 & Airport Rd (Provisional) N30���h N28 Ash Way N27 N 2 6 ����` N P27 West Alderwood N25 N 2 4 .�At� Lynnwood Transit Center (L300) �N23 NP23 Parking (L300) N22 BT260 N29 Mariner N�� Lynnwood BTM01 Admin & Ops BTM02 Parking & Service BTM03 Guard Booth BTM04 MOW U W 220th Street (Provisional) N21 NP21 Parking (Provisional) Canyon Park (S2) BT350 Bothell/Cascadia N20 1 College (S3) MEN 98th Ave. NE (S3) Mountlake N19 BTP340 BT340 BT342 BT344 BT346 Terrace Transit Center (L300) p Lake Forest Park BTP324 N18 0Town Center (S3) BT324 BT330 BT332 BT334 h Shoreline North (L200) N17 NP17 Parking (L200) ,00 0 '9�o BT350 (185th St.) BT322 s�s� oo�� BTP334 �'�F,��0 ti BT240 N 16 MEN N P 15 BT320 Beardslee Blvd. NE 195th St. (S2) SR 522/1-405 TRANSIT HUB (S2) Shoreline South (L200) N15 Parking (L200) hs /S0 /s? / BT230 BRICKYARD (S2) (145th St.) N14 BT310 BT312 BT314 ti�,7 60 / / r NE 130th St. (L200) N13 NP13 Parking �s�h 00�h ash BT220 (Provisional) N12MEN (L200) '9`0 14, /�'�/ � .41 Redmond KINGSGATE / TOTEM LAKE (S2) Northgate (N160) N11 NP11 Parking F/ F/ Y02 (L200) S"'/ `r"'j � M 04 Ballard N10 = M05 Ballard B17 i • Roosevelt (N150) B 16 Interbay B15 N08 �1 , U District (U140) NE 85TH S3 E42 (Brooklyn) ( ) BT210 C B14 Smith Cove B13 B12 N 0 6 •�j K01 University of Washington (U250) South Kirkland Seattle Center B10 N04 4-6 South Lake Union 2ii;.Ft. B08 NO2 � Capitol Hill (U240) K00 Denny : �NOtOPine St. Ventilation Facility Wilburton (E335) � < (Hospital) Convention Place Facility CO2 E18 E19 ♦ �� B 0 6 Bellevue E16 Ak*, Westlake (C510) aelijill New Westlake BTP101 9111117 Bellevue Downtown (E335) C04 M : B04 (Bellevue Transit Center) University St. (C510) Seattle E1BT100 C06 E12 Pioneer Square (C510) tm idtown East Main (E335) E11 C08 02 Mount Baker Mercer Island E10 International District (C510) 0:l0lin Lid (WSDOT) Lid (WSDOT) South Bellevue C12 1j�� E00 E02 E03 E04 E05 ;�j� �(E320) C , �_ �/II111�1111111111 E01 �ones sell ones loss I111 E07 E09 EP09 ■ B00 Judkins Park (E130) Mercer Island = Pa ing C14 (Rainier) (E130) 11� (E ) E08 Stadium (C7001 Yard E31 Downtown Redmond O&M Facility E30 MOW Facility �E29 EP29 SE Redmond 10C E 2 8 JE26 27 Redmond Technology Center (E360) Parking (Overtake Transit Center) (E360) Overlake Village (E360) E24 E21 11 E23 110— s C .0^,- -�%o o ,po�� pis �o�h a c.- /�t•�Q J O/ 100 Issaquah C13 (Royal Brougham) Q01 Richards Rd. W00 = "Current" Sodo (C700) Eastgate "New" Sodo W01 C15 (Lander Street) Q03 �� Mount Baker (C710) �/-off 111`1 C23 (McClellan Street) Q02 W02 ��O G Q04 Alaska 1` W07 11 W05 111 W03 111 U v v C24 t� Lakemont Q05 Junction OrO�o,�` Off` e = C25 Columbia City (C735) (Provisional) PJa - 61 Yard Y01 = � (Edmonds/Columbia City) O&M Facility M01 SEE U C26 West Seattle m C125 S Graham St. NE 44TH STREET (S1) MOW Facility M02 = C40 Link Control Center M03 C27 Othello (C735) BT110 _ BTP110 = rift 12/10/2024 1 EDG I LDG I JKH I ISSUED FOR BID SEE VIEW AT RIGHT DESIGNED BY: E. GOLLER DRAWN BY: C. SAXE CHECKED BY: M. FOLWELL APPROVED BY Q06 SUBMITTED BY: 12/04/2024 R. PARGAS 917) Issaquah BURIEN TRANSIT CENTER (S1) Tacoma T16 Stadium District (T100) T17 S 4th Ave (T100) T18 T15 T14 Old City Hall (T100) Tacoma General (T100) T19 T13 T12 T20 "Current" Theater District (C910) 6th Ave (T100) T21 T11 T10 T22 "New" Theater District (C910) T09 T08 Hilltop District (T100) T23 ��q� T24 T07 Convention Center (C910) /1 T06 00,6 God P �eJ� co 5� 5� 5 Union (C910) SEE VIEW AT LEFT Rainier Beach (C735) SEE (Henderson Street) C29 C30 Boeing Access Road C31 PP31 Parking C32 S 133rd St. (C755)SEE C33 Tukwilla/ Intl Blvd. (C755) C35 11111111111111111110� (S 154th Street) C34 140 BT130 TUKWILA INTL BLVD (S1) C36 MEN Airport Exit Loop (C430R) SeaTac Airport (C420) SeaTac C37 Soo Angle Lake (S440) S01 SP01 Parking (S445) (S 200th Street) C sot Federal Way Kent/ Des Moines (F200) S03 IIIIIIIIIIII�� Parking (F200) SP03 SO4 S 272nd Street (F200) S05 SP05 Parking (F200) (Star Lake) SEE S06 Federal Way Transit Center (F200) S07 SP07 Parking (F200) Yard Y03 OEM S08 O&M Facility M08 MOW Facility M09 S09 South Federal Way LSW Storage M10 C S10 S15 1111111111111111 S13 1111111111 S11 IDS > Y00 M00 Q ii N cm U U 0 0 ., a- � g a 06 O LEGEND: X## At -Grade Station X## Grade Separated Station Tunnel Station XX# Facility X## X## Linked Stations 1■111111 Tunnel Track 111111111111111 Grade Separated Track At -Grade Track SOUTH RENTON (S1) BT120 BTP120 R-4332581 DEVELOPMENT ENGINEERING ` IL msippo 11 /25/2025 SCALE: DRAWING No.: NTs STRIDE BUS RAPID TRANSIT < I I Mj=-rw FILENAME: SOUTH RENTON TRANSIT CENTER BT120-GZK000 4S U) _jr)?IDE Uj J S1-BT120-GZK000 BT105 FACILITY ID: BRT General Engineering Consultant J LL CONTRACT No.: BT12O SovNDTRaNsIr RTA/CN 0205-24 GENERAL SHEET No.: REV: PROJECT LOCATION ID PLAN 009 0 DATE: REVIEWED BY: DATE: DATE: 12/10/2024 1 J. ALTCHECH 12/10/2024 12/10/2024 N Xrefs: M xS 1-BT 120-VRXO xBRT-CUD05-TB xS1-BT120-GZK0 GB-SEAL-JKH53 xS1-BT120-GZK7 0 w 0 0 Y N 0 N m U) 0 N coco 0 0 U w x a W w i (D w w °6 X m U� Q C/) m U O 0o Z N Y O 00 N a [No U i SW 7TH ST I I uuu I � L I i I II — I TH FkENTON I I ri i IT CENTER I J Tk I N I l i ii i t SW GRAD IZ 0: 'I � y \, r KEY MAP - ROADWAY SHEETS 07 i SW 7TH ST ■ 1 IIAA VI -LAKE AVE S --L i' I` SCALE: 1" = 300' \ I T— Q�W C I � Q, Il���i = Q I ,,j� uuu I � L El 7 l� I l i ii i I I I I /fI III I ; , „ ,,� a�; I ; , ,', SO�,;T I�TON i iiTRAN I NTER _ IISTAbON\ L F I � / ,DY WAY,�\� SW G RA (` i I\ `i Own 12/10/2024 1 EDG I LDG I JKH I ISSUED FOR BID DATE IDSN ICHK 1APP IREVISION I I I � u j; 04 I --JL- i' KEY MAP - SITE SHEETS SCALE: 1" = 300' LJ cnl V Ix cni \ SR-167 03 _ -#ARL�1 \ O VE \ 02 KEY MAP - S R-167 SHEETS SCALE: 1" = 300' DESIGNED BY: E. GOLLER DRAWN BY: C. SAXE CHECKED BY: M. FOLWELL APPROVED BY: J. HARPER l' SUBMITTED BY: 12/04/2024 R. PARGAS `L � CROSS REFERENCING OF DRAWINGS BASE SHEET TITLE o1 02 03 04 05 06 07 1"=20' DRAWING SETS S1-BT120-**P101 S1-BT120-**P102 S1-BT120-**P103 S1-BT120-**P104 S1-BT120-**P105 S1-BT120-**P106 S1-BT120-**P107 **P = DESIGN ELEMENT PLAN VIEW DESIGNATION CAP - ALIGNMENT CDP - DRAINAGE CMP - PAVEMENT MARKING CPP - PAVING CSP - SITE PREPARATION CLP - ILLUMINATION JCP - SITE COMMUNICATION LHP -HARDSCAPE LPP - PLANTING LRP - IRRIGATION RPP - PROPOSED RIGHT OF WAY TIP - INTELLIGENT TRAFFIC SYSTEM (ITS) UCP - UTILITY DEMO PLAN UWP - WATER UTILITY USP - SEWER UTILITY CROSS REFERENCING OF DRAWINGS BASE SHEET TITLE o1 02 S S S 1"=20' DRAWING SETS S1-BT120-**P201 S1-BT120-**P202 S1-BT120-**P203 S1-BT120-**P204 S1-BT120-**P205 **P = DESIGN ELEMENT PLAN VIEW DESIGNATION CAP - ALIGNMENT CDP - DRAINAGE CMP - PAVEMENT MARKING CPP - PAVING CSP - SITE PREPARATION CLP - ILLUMINATION JCP - ELECTRICAL AND COMMUNICATION LHP - HARDSCAPE LPP - PLANTING LRP - IRRIGATION RPP - PROPOSED RIGHT OF WAY TIP - INTELLIGENT TRAFFIC SYSTEM (ITS) UCP - COMPOSITE UTILITY UWP - WATER UTILITY USP - SEWER UTILITY CROSS REFERENCING OF DRAWINGS BASE SHEET TITLE o1 02 03 1"=20' DRAWING SETS S1-BT120-**P701 S1-BT120-**P702 S1-BT120-**703 N 300 150 0 300 600 SCALE IN FEET DEVELOPMENT ENGINEERING msippo 11 /25/2025 R-4332582 SCALE: DRAWING No.: STRIDE BUS RAPID TRANSIT < w 1 "=300' BT120-GZKO01 sr)?IDE U) F)l Q FILENAME: SOUTH RENTON TRANSIT CENTER w S1-BT120-GZKO01 BT105 FACILITY ID: BRT General Engineering Consultant z U- SovNDDMNS►T CONTRACT No.: GENERAL BT120 RTA/CN 0205-24 KEY PLAN SHEET No.: REV: 1DATE: REVIEWED BY: DATE: DATE: 010 0 12/10/2024 1 J. ALTCHECH 112/10/2024 112/10/2024 **P = DESIGN ELEMENT PLAN VIEW DESIGNATION CAP - ALIGNMENT CMP - PAVEMENT MARKING CPP - PAVING CTP - TESC CXP - DEMOLITION CLP - ILLUMINATION RMP - RIGHT OF WAY MONUMENTS RPP - PROPOSED RIGHT OF WAY TDP - TRAFFIC DETOUR TMP - TRAFFIC CONTROL TNP - SIGNING ABBREVIATIONS CM O LU 0 0 0 0 z N C� 0 N m U) 0 N M IZI- U w Q W X w I w w o6 x m Q I U) U) U op — 0 Q? 0 (D N z o Y O N Nco 0 U No # NUMBER, TYPE AD ACCESS DOOR, AREA DRAIN % PERCENT ADA AMERICAN WITH DISABILITIES ACT & AND ADD ADDENDUM,ADDENDA DIM REQ VERIFICATION BY OTHER DIM ADDL ADDITIONAL / OF ADJ ADJACENT, ADJUST(ABLE) @ AT AESS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL +/- PLUS OR MINUS, DIM REQ FIELD VERIFY AF AMP FUSE, AMP FRAME A TOTAL CENTRAL ANGLE OF SPIRAL AND CIRCULAR AFF ABOVE FINISHED FLOOR CURVES AFG ABOVE FINISHED GRADE Ac CENTRAL ANGLE OF CIRCULAR CURVE EXTENDING AGG AGGREGATE FROM SC TO CS AGG B AGGREGATE BASE Act SUFFIX (1) DENOTES DATA FOR THE FIRST CIRCULAR AGG SB AGGREGATE SUB BASE CURVE OF A COMPOUND CURVE AGHA ALTERATION OF GEOLOGICAL HAZARD AREA Ac2 SUFFIX (2) SAME AS ABOVE - SECOND CIRCULAR AHCP AIR HANDLING CONTROL PANEL CURVE OF A COMPOUND CURVE AHCW AUTOMATIC HIGHWAY CROSSING WARNING es1 CENTRAL ANGLE OF SPIRAL SUFFIX (1) AHD AHEAD es2 CENTRAL ANGLE OF SPIRAL SUFFIX (2) AHJ AUTHORITIES HAVING JURISDICTION es3 CENTRAL ANGLE OF SPIRAL SUFFIX (3) AHU AIR HANDLING UNIT L SINGLE ANGLE AIC AMPERE INTERRUPTING CURRENT J L AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION DOUBLE ANGLE AL ALUMINUM 0 DIAMETER, PHASE ALIGN ALIGNMENT (E) EXISTING ALM ALARM (F) FUTURE ALT ALTERNATE (N) NEW ALUM ALUMINUM A AMP AMPERE, AMPERAGE ANC ANCHOR(AGE) A AMPERE ANOD ANODIZE(D) A/B AIR BRAKE ANS AMBIENT NOISE SENSOR A/C ASPHALTIC CONCRETE ANSI AMERICAN NATIONAL STANDARDS INSTITUTE A/G AT -GRADE ANT ANTENNA A/R AS REQUIRED AP ANGLE POINT, APPROACH A/S ACRYLIC -LATEX SEALANT APC-# ACOUSTICAL PANEL CEILING A/T AUTO TENSION AP-# ACOUSTICAL PLASTER TYPE A/V AUDIO VISUAL APPROX APPROXIMATELY AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY AND APT AUXILIARY POWER TRANSFORMER TRANSPORTATION OFFICIALS AR ANCHOR ROD AB ANCHOR BOLT ARC ABRASION RESISTANT COATINGS ABD ABANDON(ED) ARCH ARCHITECT, ARCHITECTURAL ABDV AUTOMATIC BALL DRIP VALVE AREMA AMERICAN RAILWAY ENGINEERING AND ABUT ABUTMENT MAINTENANCE -OF -WAY ASSOCIATION ABV ABOVE ARV AIR RELIEF VALVE AC ALTERNATING CURRENT, ABOVE COUNTER, AIR AS AIR SEPARATOR, AMPMETER SWITCH COMPRESSOR, ASBESTOS CEMENT, AIR CONDITIONING ASA AMERICAN STANDARDS ASSOCIATION ACCP AIR CONDITIONING CONTROL PANEL ASL AIRSPACE LEASE ACD ASBESTOS CEMENT DUCT (CONDUIT) ASPH ASPHALT ACI AMERICAN CONCRETE INSTITUTE ASSY ASSEMBLY ACOUS ACOUSTICAL ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS ACOUS PNL ACOUSTICAL PANEL AT AMP TRIP ACP ASBESTOS CEMENT PIPE, ASPHALT CONCRETE ATB ASPHALT TREATED BASE PAVEMENT ATCH ATTACH ACPL AUXILIARY CONTROL PANEL ATM ALONG TRACK MOVEMENT ACR ACRYLIC, ACCESS CARD READER ATP AUTOMATIC TRAIN PROTECTION ACS ACCESS ATR ABOVE TOP RAIL ACSR ALUMINUM CONDUCTOR STEEL REINFORCED ATS AUTOMATIC TRANSFER SWITCH ACT ACOUSTICAL CEILING TILE AUTO AUTOMATIC ACT-# ACOUSTICAL CEILING TILE - TYPE AUX AUXILIARY ACU AIR CONDITIONING UNIT AV ALARM VALVE, AUDIO VISUAL DESIGNED BY: E. GOLLER DRAWN BY: C. SAXE CHECKED BY: M. FOLWELL 12/10/2024 EDG LDG JKH ISSUED FOR BID APPROVED BY: DATE DSN ICHK APP REVISION J. HARPER AVE AVENUE BOT AWG AMERICAN WIRE GAUGE BOW AWI ARCHITECTURAL WOODWORK INSTITUTE BP AWS AMERICAN WELDING SOCIETY BPP AWWA AMERICAN WATER WORKS ASSOCIATION BR BRD B BRG B B&B B-SPAN B/ B/B B/C B/L B/W BAL BAT BCD-# BCP BCR BD BDA BDD BEG BF BFA BFF BFP BH BHP BIA BIJ BIL BIT BJF BK BKF BKR BL BLD BLK BLKG BLKR BLST BLVD BM BMP BMS BNSF BO BOB BOC BOD BOF BOH BOP BOS SUBMITTED BY: 12/04/2024 R. PARGAS B RK-# BALLED AND BURLAPPED BRKT BODY SPAN BS BOTTOM/BACK OF BSMT BACK TO BACK BTU BOTTOM OF CURB BTUH BASE LINE BV BALANCE WEIGHT, BACK OF WALK BVL BALANCE BW BATTERY BZ BIRD CONTROL SYSTEM TYPE BRANCH CIRCUIT PANEL BIKE CARD READER BOARD, BYPASS DAMPER C BI-DIRECTIONAL AMPLIFIER BACK DRAFT DAMPER C&C BEGINNING C&G BACK FACE, BOTTOM FACE, BACKFILL C&S BY-PASS FEEDER ANCHOR C/B BELOW FINISHED FLOOR C/C BACKFLOW PREVENTER C/G BORED HOLE C/L BRAKE HORSE POWER C/S BRICK INSTITUTE OF AMERICA C-SPAN BONDED INSULATED JOINT CAB BASIC IMPULSE LEVEL CAL BITUMINOUS CALC BITUMINOUS JOINT FILLER CANT BACK CAT BACKFI LL CATV BREAKER CB BASE LINE, BUILDING LINE, BOUNDARY LINE CBB BUILDING CBL BLOCK CC BLOCKING BICYCLE LOCKER CCL BALLAST CCTB BOULEVARD CCTV BEAM, BENCHMARK CCW BEST MANAGEMENT PRACTICE(S) CD BUILDING MANAGEMENT SYSTEM BNSF RAILWAY CDC BOTTOM OF, BREAK OUT, BLOCK OUT, BLOW OFF VALVE CDF BOTTOM OF BRICK CE BACK OF CURB CED BOTTOM OF DUCT CEM BOTTOM OF FOOTING CEM BD BACK OF HOUSE CEM PLAS BOTTOM OF PIPE CER BOTTOM OF STRUCTURE CF-# Q J sr)?IDE U IM)l co_ co J _j BRT General Engineering Consultant J U_ DATE: REVIEWED BY: 12/10/2024 1 J. ALTCHECH BOTTOM BACK OF WALK BACKFLOW PREVENTER BRANCH POWER PANEL BRIDGE, BARE ROOT BAROMETRIC RELIEF DAMPER BEARING BEARING PLATE BRICK MASONRY TYPE BRACKET BOTH SIDES, BIRD SCREEN BASEMENT BRITISH THERMAL UNIT BRITISH THERMAL UNITS PER HOUR BALL VALVE BEVELED BOTH WAYS, BOTTOM OF WALL BRONZE C CONDUIT, CELSIUS/CENTIGRADE, COMMUNICATIONS, CHANNEL, CLOSE CUT AND COVER CURB AND GUTTER COMMUNICATION AND SIGNALS COVE BASE CENTER TO CENTER, CONCRETE CULVERT CORNER GUARD CURB LINE COUNTERSUNK CROSS SPAN CABINET CALIPER CALCULATED CANTILEVER CATEGORY, CATENARY CABLE TELEVISION CATCH BASIN CEMENTITIOUS BACKERBOARD CABLE COOLING COIL, CENTER OF CIRCULAR CURVATURE, CIP INTEGRAL COLOR CC-# CENTRAL CONTROL CORROSION CONTROL TEST BOX CLOSED-CIRCUIT TELEVISION COUNTER CLOCKWISE COLD DRAWN, CONDENSATE DRAIN, CLEARANCE DISTANCE COMMUNICATIONS DISTRIBUTION CABINET CONTROLLED DENSITY FILL CONSTRUCTION EASEMENT, CLEARANCE ENVELOPE CONCRETE ENCASED DUCTBANK CEMENT CEMENT BOARD CEMENT PLASTER CERAMIC CEMENTITIOUS FIREPROOFING TYPE SCALE: m V=—.. I NTS FILENAME: S1-BT120-GZN001-005 SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: DATE: 12/10/2024 12/10/2024 CF CUBIC FOOT/FEET CFF CAP FOR FUTURE CFLG COUNTERFLASHING CFM CUBIC FEET PER MINUTE CG CENTER OF GRAVITY, CONCRETE GUTTER CG-# CORNER GUARD TYPE CHAM CHAMFER CHD CHORD CHGR CHARGER CHK CHECK CHWS CHILLED WATER SUPPLY CI CAST IRON CIP CAST -IN -PLACE, CAST IRON PIPE CIP-# CAST -IN -PLACE TYPE CIP-S# CONCRETE SEALER TYPE CIRC CIRCULAR CIT CIRCUIT CIV CIVIL CIW CAST IRON WATER CJ CONTROL/CONTRACTION/CONSTRUCTION JOINT CJP COMPLETE JOINT PENETRATION CK CREEK CKT CIRCUIT CL CENTERLINE, CLASS CLF, CLEF CHAIN LINK FENCE CLG CEILING CLG-# CEILING TYPE CLGH CEILING HANGAR CLGS CEILING SUPPORT CLO CLOSET CLP CONCRETE LIGHT POLE, CLAY PIPE CLR CLEAR(ANCE) CLSM CONTROLLED LOW -STRENGTH MATERIAL CM CONSTRUCTION MANAGEMENT CMH COMMUNICATIONS MANHOLE CMP CORRUGATED METAL PIPE CMT CEMENT TREATED BASE CMU-# CONCRETE MASONRY UNIT TYPE CND CONDUIT CNTR CENTER CNR BD CORNER BEAD CO CLEAN OUT, CARBON MONOXIDE CO2 CARBON DIOXIDE COB CITY OF BOTHELL COL COLUMN COMB COMBINATION COMI CITY OF MERCER ISLAND COMM COMMUNICATIONS COMPO COMPOSITION COMPT COMPARTMENT CON CONSOLE CONC CONCRETE CONC-S# CONCRETE SEALANT TYPE COND CONDUIT, CONDENSATE, CONDUCTOR CONN CONNECT(ION) DEVELOPMENT ENGINEERING CONST CONSTRUCT(ION) msippo 11 /25/2025 ' CONT CONTINUOUS/CONTINUATION CONTAINER GROWN CONT'D CONTINUED �R-4332583 STRIDE BUS RAPID TRANSIT DRAWING No SOUTH RENTON TRANSIT CENTER BT105 GENERAL GENERAL ABBREVIATIONS BT120-GZN001 FACILITY ID: BT120 SHEET No.: REV: 011 0 ABBREVIATIONS (CONT'D) CM O W 0 0 0 0 Z N C� 0 N H m U) 0 N M IZI- w W w I w w o6 x m Q I U m -O U Q? 0 O N z O Y N O Nco 0 U N0 CONTR CONTRACTOR DCDA DOUBLE CHECK DETECTOR ASSEMBLY CONTV CONTROL VALVE DCM DESIGN CRITERIA MANUAL COR CITY OF REDMOND DCVA DOUBLE CHECK VALVE ASSEMBLY COORD COORDINATE DCW DOMESTIC COLD WATER CORP CORPORATION DDCA DOUBLE DETECTOR CHECK ASSEMBLY CORR CORRIDOR, CORRUGATED DEF DEFLECTION COV COVER(ED) DEF JT DEFLECTION JOINT CID CONCRETE PIPE, CONDUIT DEG DEGREE CPLG COUPLING DEL DELETE CPP COMMUNICATIONS POWER PANEL DEMO DEMOLITION CPT CONTROL POWER TRANSFORMER, CONTROL POINT DESC DESCRIPTION CPW-# CEMENTITIOUS WALL PANEL - TYPE DET, DTL, DETAIL(S) CR CURB RAMP, CONDUIT RISER DTLS CRL CANE RAIL DF DIRECT FIXATION, DRINKING FOUNTAIN CRS COLD ROLLED STEEL DGA DOWN GUY ANCHOR CS COMBINED SEWER, CURVE TO SPIRAL DH DUCT HEATER CSBC CRUSHED SURFACING BASE COURSE DHW DOMESTIC HOT WATER CSJ CONSTRUCTION JOINT, CLOSURE STRIP JOINT DHWC DOMESTIC HOT WATER CIRCULATION CSK CASEWORK DI DROP INLET, DUCTILE IRON, DISCRETE INPUT CSL CROSSHOLE SONIC LOGGING DIA, DIAM DIAMETER CSM COMBINED SEWER MANHOLE DID DOOR INTRUSION DETECTOR CSMH COMBINED SEWER MANHOLE DIFF DIFFUSER CSMT CASEMENT DIM DIMENSION CSP CONCRETE SEWER PIPE DIP DUCTILE IRON PIPE CST CAST STONE DIR DIRECTION CSTC CRUSHED SURFACING TOP COURSE DISC DISCONNECT CT CERAMIC TILE, CONICAL TEE, CURRENT TRANSFORMER DISC SW DISCONNECT SWITCH CTB CEMENT TREATED BASE DISCH DISCHARGE CTR CENTER(S) DISTR DISTRIBUTION CTRL CONTROL DL DEAD LOAD CTRLR CONTROLLER DLN DRIPLINE CTY CABLE TRAY DMP-# DECORATIVE METAL PANEL TYPE CU COPPER, CUBIC, CONDENSING UNIT DN DOWN CU YD CUBIC YARD DO DITTO, DISCRETE OUTPUT CULV CULVERT DOC DEGREE OF CURVATURE CV CONTROL VALVE, CONSTANT VOLUME, CABLE VAULT DOE DEPARTMENT OF ECOLOGY CVLV CHECK VALVE DOIT DEPARTMENT OF INFORMATION TECHNOLOGY CW CONCRETE WALK, CONTACT WIRE, CLOCKWISE, COLD DOM DOMESTIC WATER DP DAMPPROOFING, DEEP CWA COUNTERWEIGHT ANCHOR DPR DAMPER CWP CEMENTITIOUS WALL PANEL DR DRIVE, DOOR CWR CONTINUOUS WELDED RAIL DRN DRAIN CWT COUNTERWEIGHT DS DOWNSPOUT, DOOR SWITCH CW-# CURTAIN WALL TYPE DSP DRY STANDPIPE CY CUBIC YARD(S) DWG(S) DRAWING(S) DWL DOWEL D DWR DRAWER DWV DRAIN, WASTE, VENT D DEEP, DEPTH, DUCT DX DIRECT EXPANSION D/W DRIVEWAY DA DISABLED E DB DRY BULB, DIRECT BURIED, DC BREAKER DB DUCT, CONDUIT, DEPTH, DUCTBANK E EAST/EASTING, ELECTRICAL DBA DEFORMED BAR ANCHOR E/P EDGE OF PAVEMENT DBH DIAMETER BREAST HEIGHT E/S EDGE OF SHOULDER DBL DOUBLE Ea ACTUAL TRACK SUPERELEVATION (INCHES) Dc DEGREE OF CIRCULAR CURVE (ARC DEFINITION) EA EACH, EXHAUST AIR DC DIRECT CURRENT, DISTRIBUTION CABINET EAT ENTERING AIR TEMPERATURE DESIGNED BY: E. GOLLER DRAWN BY: C. SAXE CHECKED BY: M. FOLWELL 12/10/2024 1 EDG LDG JKH ISSUED FOR BID APPROVED BY: DATE IDSN CHK APP REVISION J. HARPER SUBMITTED BY: 12/04/2024 R. PARGAS EB EASTBOUND ETC ET CETERA FHMS FLAT HEAD MACHINE SCREW EBC EMBEDDED CONDUIT ETEL EMERGENCY TELEPHONE FHV FIRE HOSE VALVE EC ELECTRICAL CONTRACTOR, END CAP, ELECTRICAL ETS EMERGENCY TRIP STATION FIN FINISH(ED) CONDUIT, EPDXY -COATED, ELECTRICALLY ETT ELECTRIC TRANSMISSION TOWER FIX FIXED COMMUTATED ETW EDGE OF TRAVELED WAY FIXT FIXTURE ECS ENVIRONMENTAL CONTROL SYSTEM Eu UNBALANCED TRACK SUPERELEVATION (INCHES) FJ FEEDER JUMPER ED ELECTRIC(AL) DUCT EUH ELECTRICAL UNIT HEATER FL FLOW LINE, FLANGE EDD EXHAUST DUCT DAMPER EV ELECTRIC VAULT, ELECTRIC VEHICLES FLA FULL LOAD AMPA EER ENERGY EFFICIENCY RATING EVP EMERGENCY VEHICLE PREEMPTION FL-# FLOURPOLYMER COATING - TYPE EF EACH FACE, EXHAUST FAN EW EACH WAY, EASTBOUND TO WESTBOUND FLEX FLEXIBLE EFAN EXHAUST FAN EWC ELECTRIC WATER COOLER FLG FLANGE EFC EXPOSED FINISH CONCRETE EPDXY FIBERGLASS EWH ELECTRIC WATER HEATER FLH FLATHEAD CONDUIT EWT ENTERING WATER TEMPERATURE FLR FLOOR EFD EXHAUST FAN DAMPER EX/EXIST EXISTING FLSH FLASHING EFF EFFICIENCY EXC/EXCAV EXCAVATION FLUOR FLUORESCENT EFW EFFECTIVE FLUID WEIGHT EXF EXHAUST FAN FM FORCE MAIN EG EXISTING GRADE EXH EXHAUST FMP FIRE MANAGEMENT PANEL EGR EMERGENCY GUARD RAIL EXP EXPANSION FN FENCE EHC ELECTRIC HEATING COIL EXPO EXPOSED FND FOUNDATION, FAN DAMPER EHS EXTRA HIGH STRENGTH EXT EXTERIOR, EXTINGUISHER, EXTERNAL FNIC FUTURE NOT IN CONTRACT El ELECTRICAL INTERLOCK FO FACE OF, FIBER OPTIC EJ EXPANSION JOINT F FOB FACE OF BRICK EJ-# / EJC-# EXPANSION JOINT COVER TYPE FOC FACE OF CONCRETE, FACE OF CURB ELAST-# ELASTOMERIC COATING TYPE F FLAG POLE, FAHRENHEIT, FIX FOF FACE OF FINISH F'c 28 DAY CONCRETE STRENGTH EL/ELEV ELEVATION, ELEVATOR FOIC FURNISHED BY OWNER, INSTALLED BY CONTRACTOR F/R FIRE RATED ELAST ELASTOMERIC FOIO FURNISHED BY OWNER, INSTALLED BY OWNER F/T FIXED TERMINATION ELEC/ELECT ELECTRIC(AL) FOP FACE OF POLE F TO F FACE TO FACE ELECPBD ELECTRIC PANEL BOARD FOS FACE OF SLAB / STUD / STRUCTURE, FACTOR OF FA FIRE ALARM, FIXED ANCHOR, FLOOR ASSEMBLY ELP EMERGENCY LIGHTING PANEL SAFETY FAAP FIRE ALARM ANNUNCIATOR PANEL EM ELECTROMAGNETIC MONITORING FOT FIBER OPTIC TRANSMISSION SYSTEM FABX FIRE ALARM BOX EMB EMBEDMENT, EMBEDDED PLATE/ITEM FOW FACE OF WALL FAC FACILITY EMER EMERGENCY FP FIRE PROTECTION FACP FIRE ALARM CONTROL PANEL EMH ELECTRIC MANHOLE FPAP FALL PROTECTION ANCHOR POST FAF FRESH AIR FAN EMI ELECTROMAGNETIC INTERFERENCE FPM FEET PER MINUTE FAI FRESH AIR INTAKE EMP EMERGENCY MANAGEMENT PANEL FPP FIBER OPTIC PATCH PANEL FB FLAT BAR, FORESTED BUFFER EMR ELEVATOR MACHINE ROOM FPRF FIRE PROOF FBO FURNISHED BY OWNER EMRF EMERGENCY REVERSIBLE FAN FR FROM FBRGLC FIBERGLASS CONDUIT EMS EMERGENCY MANAGEMENT SYSTEM FREQ FREQUENCY, FREQUENTLY FC FACE OF CURB, FLEXIBLE CONNECTION, FARE EMT ELECTRICAL METALLIC TUBING FRP FIBERGLASS REINFORCED PLASTIC/POLYMER ENCL ENCLOSURE COLLECTION FRT FIRE RESISTANT TREATED FC-# FLUOROPOLYMER COATING TYPE ENGR ENGINEER FS FAR SIDE, FIRE SERVICE, FUSED SWITCH FCC FIRE COMMAND CENTER ENTR ENTRANCE FSD FIRE SMOKE DAMPER FCO FLOOR CLEANOUT EOP/EP EDGE OF PAVEMENT FT FOOT/FEET FCS FIELD CONTROL SYSTEM EPF ELEVATOR SHAFT PRESSURIZATION FAN FTB FLUIDIZED THERMAL BACKFILL FCU FAN COIL UNIT EPO EMERGENCY POWER OFF FTC FIRE EXTINGUISHER/TELEPHONE CABINET FD FIBER DUCT, FLOOR DRAIN EPP EMERGENCY POWER PANEL FTG FOOTING FDC FIRE DEPARTMENT CONNECTION EQ EQUAL FUR FURRING FDCP FIRE DAMPER CONTROL PANEL EQNBK STATION EQUATION BACK FURN FURNISH FDN FOUNDATION EQNAHD STATION EQUATION AHEAD FUT FUTURE FDP FIBER DISTRIBUTION PANEL EQPT EQUIPMENT FVE FARE VENDING EQUIPMENT EQUIV EQUIVALENT FDR FEEDER FVEC FIRE VALVE & EXTINGUISHER CABINET FE-# FIRE EXTINGUISHER TYPE ERER EMERGENCY BACKPACK STORAGE FVNR FULL VOLTAGE NON -REVERSING FEC-# FIRE EXTINGUISHER CABINET TYPE ES EACH SIDE, EXTRA STRENGTH FW FIELD WELD ESC ESCALATOR FF FINISHED FLOOR, FAR FACE FWD FORWARD ESL ELECTRIC STREET LIGHT FFJ FULL FEEDING JUMPER FXTR FIXTURE ESMT EASEMENT FG FINISH GRADE R-4332584 FH FIRE HYDRANT ESP EXTERNAL STATIC PRESSURE FDEVELOPMENT ENGINEERING FHC FIRE HOSE CABINET EST ESTIMATED o 11/25/2025 SCALE: DRAWING No.: NTs STRIDE BUS RAPID TRANSIT _j m V=-.. FILENAME: SOUTH RENTON TRANSIT CENTER BT120-GZN002 .5r)?IDE co U) w _j S1-BT120-GZN001-005 BT105 FACILITY ID: BRT General Engineering Consultant J SOUNDTRANSIT CONTRACT No.: GENERAL BT120 RTA/CN 0205-24 SHEET No.: REV: GENERAL ABBREVIATIONS DATE: REVIEWED BY: DATE: DATE: 012 0 12/10/2024 1 J. ALTCHECH 12/10/2024 12/10/2024 ABBREVIATIONS (CONT'D) CM O LU 0 0 0 0 Z N C� 0 N m U) 0 N M IZI- 0 LU W w I LU LU o6 x m Q I U) U) U op — O Q? 0 O N z O Y O Nco 0 U No HD HARD DRAWN INFO INFORMATION Lc TOTAL LENGTH OF CIRCULAR CURVE MC MECHANICAL CONTRACTOR, MISCELLANEOUS G HDPE HIGH DENSITY POLYETHYLENE (PIPE) INSP INSPECTION, INSPECT LC LIGHTING CONTROL CHANNEL, MAGNETIC CONTACT SWITCH G1 GRADE SUFFIX (1) HDR HEADER INST INSTANTANEOUS LCP LIGHTING CONTROL PANEL LOCAL CONTROL PANEL MC-# METAL CEILING TYPE G2 GRADE SUFFIX (2) HDW HARDWARE INSUL-# INSULATION TYPE LED LIGHT EMITTING DIODE MCA MINIMUM CIRCUIT AMPPACITY G GAS, GROUND, GRADE HEX HEXAGONAL INT INTERIOR, INTERMEDIATE LF LINEAR FOOT/FEET MCB MAIN CIRCUIT BREAKER G/L GROUND/GRADE LINE HH HAND HOLE INV INVERT LG LENGTH MCC MOTOR CONTROL CENTER G/R PL GUARD RAIL PLATE HI TRACK HIGHPOINT IP IRON PIPE, INTERMEDIATE PRESSURE LH LEFT HAND MCD MULTIPLE CONCRETE DUCTS, CONDUITS GA GAUGE HK HOOK IPS IRON PIPE SIZE LHR LEFT HAND REVERSE MD-# STRUCTURAL METAL DECK GAL GALLON HM HOLLOW METAL IR INSIDE RADIUS, IN RUNNING LID LOW IMPACT DRAINAGE ZONE MD MEASURE DOWN, MOTORIZED DAMPER GALV GALVANIZED, HOT DIPPED GALVANIZED HMA HOT MIX ASPHALT IRG, IRR, IRRIGATION LIN LINEAR MDE MAXIMUM DESIGN EARTHQUAKE GALVS GALVANIZED STEEL HMD HOLLOW METAL DOOR IRRIG LJ LEADED JOINT MDF MEDIUM DENSITY FIBERBOARD GB GRAB BAR, GROUND BUS HMF HOLLOW METAL FRAME ITC INTERFACE TERMINAL CABINET LJT LONGITUDINAL JOINT MDG MOLDING GB-# GLAZING BLOCK TYPE HNDRL-# HAND RAIL TYPE ITS INFORMATION TECHNOLOGY SYSTEM, INTELLIGENT LL LIVE LOAD MDP MAIN DISTRIBUTION PANEL GC GENERAL CONTRACTOR HO HAND OPERATED TRANSPORTATION SYSTEMS LLH LONG LEG HORIZONTAL MDPR MOTORIZED DAMPER GD GUIDEWAY DISPERSION, GARAGE DRAIN HOF HEEL OF FROG IW INDIRECT WASTE LLV LONG LEG VERTICAL MECH MECHANICAL GDR-# GUARDRAIL SYSTEM TYPE HORIZ HORIZONTAL LNWD LYNNWOOD MED MEDIUM GEN GENERATOR HP HORSE POWER, HIGH PRESSURE LO TRACK LOWPOINT MEMB MEMBRANE GFCI GROUND FAULT CIRCUIT INTERRUPTER HPC HIGH PERFORMANCE COATING LOC LIMITS OF CONSTRUCTION, LOCATION MEP MECHANICAL ELECTRICAL PLUMBING J JUMPER GFI GROUND FAULT INTERRUPTER HPC-# HIGH PERFORMANCE COATING TYPE LONG LONGITUDINAL MEZZ MEZZANINE JAN JANITOR GFRP GLASS FIBER REINFORCED PLASTIC HPG HIGH PRESSURE GAS LOP LIMIT OF PAVEMENT MFR MANUFACTURER JB, J-BOX JUNCTION BOX GFRP-# GLASS FIBER REINFORCED PLASTIC - TYPE HPT HIGH POINT LR-# LEAN RAIL TYPE MH MAINTENANCE HOLE, MANHOLE JCT JUNCTION GH GROUND HYDRANT HR HANDRAIL LP LOW PRESSURE, LIGHTING PANEL MIL EQUAL TO 1/1000TH OF AN INCH (0.001") JS JANITOR SINK GI GROUND INLET HRC HEAT RECOVERY COIL LPT LOW POINT MIN MINIMUM JST JOIST GL GLAZING HRL HIGH RAIL LEVEL LR LOW RAIL MISC MISCELLANEOUS JT/JNT JOINT GL-# GLAZING TYPE HS HIGH STRENGTH, HEEL OF SWITCH LRT LIGHT RAIL TRANSIT MJ MECHANICAL JOINT, MOVEMENT JOINT JT BKR JOINT BACKER GM GAS METER HSB HIGH STRENGTH BOLT LRV LIGHT RAIL VEHICLE MLT MOUNTLAKE TERRACE GND GROUND HSS HOLLOW STEEL/STRUCTURAL SECTION HIGH K Ls TOTAL LENGTH OF SPIRAL MLO MAIN LUGS ONLY GP GAUGE PLATE STRENGTH STEEL Ls1 SUFFIX (1) AT SYMBOL DENOTES DATA FOR FIRST MM MILLIMETER GP-# GRAFITTI COATING TYPE HT HEIGHT(H), HAND THROW (MANUAL) K KIP (1000 POUNDS) SPIRAL IN UNSYMMETRICAL SPIRALIZED CURVE MO MASONRY OPENING GPM GALLONS PER MINUTE HTR HEATER KA KILOAMPERE Ls2 SUFFIX (2) - SAME AS ABOVE, SECOND SPIRAL MOD MODULAR, MOTOR OPERATED DAMPER, MODULATING, GR GRADE, GAS REGULATOR GALVANIZED HV HIGH VOLTAGE KC KING COUNTY Ls3 SUFFIX (3) - SAME AS ABOVE, THIRD SPIRAL MODIFIED GRAN GRANITE HVAC HEATING, VENTILATION & AIR CONDITIONING KCMIL THOUSAND CIRCULAR MILS LS LUMP SUM, LINE SECTION MON MONUMENT GRD GROUNDING DEVICE, GRILLE REGISTER DIFFUSER HW HEADWALL KCWW KING COUNTY WASTE WATER LSL LONG SLOTTED HOLES MOP MOTOR OPERATED GRL GRILLE HWT HOT WATER TANK KF KIP -FOOT LT LEFT, LEAK TESTING, LIGHT MOT MAINTENANCE OF TRAFFIC GRL-# OVERHEAD COILING GRILLE TYPE HYD HYDRANT KO KNOCK -OUT LTG LIGHTING MOV MOVABLE GRS GALVANIZED RIGID STEEL HZ HERTZ KLF KIPS PER LINEAR FOOT LV LOW VOLTAGE, LAVATORY MP MILE POST, MEDIUM PRESSURE, MID -POINT, MORE GRSC GALVANIZED RIGID STEEL CONDUIT KSF KIPS PER SQUARE FOOT LVC LENGTH OF VERTICAL CURVE (PVC TO PVT) PERMISSIVE SPEED GRTG-# GRATING TYPE I KSI KIPS PER SQUARE INCH LVL LEVEL MP-# METAL PANEL TYPE GRX GRADE CROSSING KV KILOVOLT LVR-# LOUVER TYPE MPA MID -POINT ANCHOR 1/0 INPUT/OUTPUT GS GALVANIZED STEEL KVA KILOVOLT AMPERE LWT LEAVING WATER TEMPERATURE MPB MAIN POWER SWITCHBOARD I/R IN -RUNNING (RIDING CONTACT WIRE) GSC GALVANIZED STEEL CONDUIT KVAR KILOVOLT AMPERES REACTIVE MPH MILES PER HOUR I INTERLOCK m GSP GALVANIZED STEEL PIPE, CONDUIT (GSC) IA INTRUSION ALARM KW KILOWATT MR MOISTURE RESISTANT GUY GUY LINE KWHR KILOWATT-HOUR MRP-# METAL ROOF PANEL TYPE IB IMPEDANCE BONDS M METER, MOVEABLE GV GAS VALVE, GATE VALVE, GREASE VENT IBC INTERNATIONAL BUILDING CODE M/L MAIN LINE MRSS MOTOR RATED SNAP SWITCH GVP GAS VENT PIPE ICC INTERNATIONAL CODE COUNCIL L M/N MODEL NUMBER MRT MORTAR GW GREASE WASTE ID INSIDE DIAMETER/DIMENSION IDENTIFICATION L LEFT, LENGTH, LINED, LINING, STRUCTURAL ANGLE, M/O MOTOR OPERATED MS MOTOR STARTER GWB GYPSUM WALL BOARD IE INVERT ELEVATION LONGITUDINAL M/W MESSENGER WIRE MSB MAIN SWITCHBOARD GYP GYPSUM MSE MECHANICALLY STABILIZED EARTH IF INSIDE FACE L-L LINE TO LINE VOLTAGE MA MAST ARM MSFS METAL STRUT FRAMING SYSTEM IJ INSULATING /ISOLATION JOINT L/T LEFT TRACK MACH MACHINE H MSL MEAN SEA LEVEL ILLUM ILLUMINATED LA LIGHTNING ARRESTOR MAINT MAINTENANCE MSP MOTOR STARTER PANEL H HIGH, HORIZONTAL, HEIGHT IM INFORMATION MONITOR LAD LADDER MAS MASONRY MT MAGNETIC TESTING, MISCELLANEOUS TEE H-SPAN HEAD SPAN IN INCH(ES) LAM LAMINATE MAT MIXED AIR TEMPERATURE MTB MAIN TERMINAL BOARD H/R HEAD ROOM IN WC INCHES WATER COLUMN LAT LATERAL, LEAVING AIR TEMPERATURE MATL MATERIAL MTD MULTIPLE TILE DUCT/CONDUIT, MOUNTED H/W HOT WATER INC INCLUDE, INCOMING LAV LAVATORY MAV MANUAL AIR VENT MTG MOUNTING HAS HEADED ANCHOR STUD INCD INCANDESCENT LB S ( ) POUNDS ( ) MAX MAXIMUM HB HOSE BIBB INCL INCLUDE, INCLUDING LB/FT POUNDS PER FOOT MBH 1000 BRITISH THERMAL UNITS PER HOUR MTL MTR METAL METER R-4332585 HC HEATING COIL, HOLLOW CORE IND INDICATE LBF POUNDS FORCE MBR MEMBER DEVELOPMENT ENGINEERING MUTCD MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES I msippo 11/25/2025 12/10/2024 1 EDG I LDG I JKH I ISSUED FOR BID DATE IDSN ICHK 1APP IREVISION DESIGNED BY: E. GOLLER DRAWN BY: C. SAXE CHECKED BY: M. FOLWELL APPROVED BY: J. HARPER SUBMITTED BY: 12/04/2024 R. PARGAS SCALE: STRIDE BUS RAPID TRANSIT DRAWING No.: w NTs BT120-GZN003 FILENAME: SOUTH RENTON TRANSIT CENTER r)?IDE w _j S1-BT120-GZN001-005 BT105 FACILITY ID: BRT General Engineering Consultant J SOUNDPMNSIT CONTRACT No.: GENERAL BT120 RTA/CN 0205-24 SHEET No.: REV: GENERAL ABBREVIATIONS DATE: REVIEWED BY: DATE: DATE: 013 0 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 N co M mV MILLIVOLT p MVA MEGAVOLT AMPERE QMVSS MEDIUM VOLTAGE SUBSTATION MW MEGAWATT, MESSENGER WIRE LU N N/A NB NBR NC NCWD NE NEC NEG NEMA NESC NF NFHB NGPA/NGPE NIC NL NMC NO NO./No. NOM NPCW NPDES NPS NPT NR NRCP NS NSR NST NTS NUM NW N NORTH/NORTHING, NEUTRAL NOT APPLICABLE NORTHBOUND NON -BRIDGING NORMALLY CLOSED NORTH CITY WATER DISTRICT NORTHEAST NATIONAL ELECTRICAL CODE NEGATIVE _ NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION P NATIONAL ELECTRIC SAFETY CODE IHWM OS OSA OSD OTC OTM OTS ORDINARY HIGH WATER MARK )P, OPL OIL PIPELINE, OLYMPIC PIPELINE IPNG OPENING )PP OPPOSITE IR OUTSIDE RADIUS IRD OVERFLOW ROOF DRAIN IRL OVERFLOW RAINWATER LEADER OCCUPANCY SENSOR OUTSIDE AIR OVERHEAD STORM DRAIN OVERLAKE TRANSIT CENTER OTHER TRACK MATERIAL OPEN TO STRUCTURE NEAR FACE P/C NON -FREEZE HOSE BIB P/S NATIVE GROWTH PROTECTION AREA/EASEMENT P/T NOT IN CONTRACT PA NIGHT LIGHT PADC NON-METALLIC CONDUIT NORMALLY OPEN PAN NUMBER PB-# NOMINAL PB NON POTABLE COLD WATER PBX NATIONAL POLLUTION DISCHARGE ELIMINATION PC SYSTEM NOMINAL PIPE SIZE PC CONC NATIONAL PIPE THREAD PC-# NOT REGISTERED PCC NON -REINFORCED CONCRETE PIPE NEAR SIDE, NOT SUPPORTED P NOT SUPPORTED OR REGISTERED P NOT STEEPER THAN P NOT TO SCALE P NUMBER P NORTHWEST, NOISE WALL P X O OPEN, OIL O/L OVERLAP (D O/R OUT -OF -RUNNING (NON -RIDING CONTACT WIRE) q O/S OFFSET 0 OA OUTSIDE AIR, OVERALL z OBD OPPOSED BLADE DAMPER OC ON CENTER I- 0° OCS OVERHEAD CATENARY/CONTACT SYSTEM U) o OD OUTSIDE DIAMETER/DIMENSION M ODE OPERATIONAL DESIGN EARTHQUAKE 0 OF OIL FILLED, OUTSIDE FACE w OFCI OWNER FURNISHED CONTRACTOR INSTALLED X cn OH OVERHEAD, OPPOSITE HAND LxI OHB OVERHEAD BRIDGE w OHE OVERHEAD ELECTRICAL X m OHP OVERHEAD POWER Q I U) U U) m —O Q? N (D z o Y o [No N co 12/10/2024 EDG LDG JKH ISSUED FOR BID U DATE DSN CHK APP REVISION CCP CF CID C P-# D E ED EF ERF ERP ET F G GL GRS GRSC H IS IP ITO PIV PJP A PANEL, PIPE, POLE, PAINT, PILASTER OFFSET FROM INITIAL TANGENT TO PC OF THE SHIFTED CIRCLE PRECAST PRE -STRESSED POST TENSIONED, POCKET TRACK PUBLIC ADDRESS PUBLIC ADDRESS DISTRIBUTION CABINET (REMOTE AMPLIFIER RACK) PANTOGRAPH PAVER - WAYFINDING BRAID - TYPE PULLBOX, PUSHBUTTON PRIVATE BRANCH EXCHANGE POINT OF CURVATURE, POINT OF CHANGE FROM TANGENT TO CIRCULAR CURVE PRECAST CONCRETE PRECAST CONCRETE PAVER - TYPE PORTLAND CEMENT CONCRETE, POINT OF COMPOUND CURVATURE PORTLAND CEMENT CONCRETE PAVEMENT POUNDS PER CUBIC FOOT PLANTING CONTROL POINT PRECAST CONCRETE PANEL - TYPE PLASTIC DUCT/CONDUIT, PERFORATED PRELIMINARY ENGINEERING, POLYETHYLENE PEDESTRIAN PLATFORM EXHAUST FAN PERFORATED PERPENDICULAR PUBLIC EMERGENCY TELEPHONE POINT OF FROG PERFORMANCE GRADE PROPOSED/PROFILE GRADE LINE PVC COATED GRS PVC COATED GRS CONDUIT PHASE, POTHOLE POINT OF INTERSECTION OF TWO TANGENTS POINT OF INTERSECTION OF TANGENTS OF A SPIRAL PROTECT IN PLACE POINT OF INTERSECTION OF TURNOUT STRAIGHT AND DIVERGING SIDES POST INDICATOR VALVE PARTIAL JOINT PENETRATION DESIGNED BY: E. GOLLER DRAWN BY: C. SAXE CHECKED BY: M. FOLWELL APPROVED BY: J. HARPER ABBREVIATIONS (CONT'D) PL PLATE, PROPERTY LINE, PLACE, PLASTIC R PLAM PLASTIC LAMINATE PLAM-# PLASTIC LAMINATE - TYPE R - 1/0 REMOTE INPUT/OUTPUT PLAS PLASTER R RADIUS, RISER, RANGE RESISTANCE, RIM, RELAY, PLAT PLATFORM RIGHT PLBG PLUMBING RC RADIUS OF CIRCULAR CURVE PLC PLACE(S) RS RADIUS OF SPIRAL PLF POUNDS PER LINEAL FOOT R/T RIGHT TRACK PLP PLASTIC PIPE RA RETURN AIR, RADIO ANTENNA PLUMB PLUMBING RAD RADIUS, RADIAL PLYWD PLYWOOD RA-# ROOFING ASSEMBLY TYPE PM PARKING METER RAL-# ROOF ACCESS LADDER TYPE PMJF PRE -MOLDED JOINT FILLER RAT RETURN AIR TEMPERATURE PNL PANEL RB-# RESILIENT BASE - TYPE PNT POINT RB READER BOARD PNT-# PAINT COLOR RC REINFORCED CONCRETE PO PUSH -ON JOINT, POWER OPERATED RCP REINFORCED CONCRETE PIPE, REFLECTED CEILING POB POINT OF BEGINNING PLAN POC POINT ON CURVE, POINT OF CONNECTION RCPR REINFORCED CONCRETE PIPE RUBBER GASKET POE POINT OF ENDING, POWER OVER ETHERNET RCPT RECEPTACLE POH POWER OVERHEAD RCV REMOTE CONTROL VALVE POS POINT OF STATIONING, POSITIVE RCVR RECEIVER PP PETROLEUM PRODUCTS, POWER POLE POWER PANEL RD ROAD, ROOF DRAIN, RADIO DISTRIBUTION PPB PEDESTRIAN PUSH BUTTON RDWY ROADWAY PR PAIR, PROPOSED RE RIM ELEVATION, RESIDENT ENGINEER RUNNING EDGE PRC POINT OF REVERSE CURVATURE OF RAIL PREFAB PREFABRICATED RECON RECONNECT PREFIN PREFINISHED RECT RECTANGULAR, RECTIFIER PRELIM PRELIMINARY REF REFERENCE PROJ PROJECTION REFRIG REFRIGERANT PROP PROPOSED REG REGISTER PRV PRESSURE REDUCING VALVE REINF REINFORCE(D) (ING) (MENT) PRVT PRIVATE RELOC RELOCATE PS-# PRECAST CONCRETE STAIR, TREAD/LANDING READ REQUIRED PS POINT OF SWITCH, PRESTRESSING RES RESERVOIR PSE PUGET SOUND ENERGY RESP-# EPDXY RESINOUS FLOORING PSF POUNDS PER SQUARE FOOT RET RETAINING, RETURN(ED) PSI POUNDS PER SQUARE INCH REV REVISED/REVISION, REVERSE(IBLE) PSIG POUNDS PER SQUARE INCH GAUGE RFG ROOFING PT POINT OF TANGENCY, POCKET TRACK, PRESSURE RFL-# RESILIENT FLOORING - TYPE TREATED, POINT OF CHANGE FROM CIRCULAR CURVE RFLD REFLECTED TO TANGENT, POST TENSIONING RGS RIGID GALVANIZED STEEL PTZ PAN TILT ZOOM RGSC RIGID GALVANIZED STEEL CONDUIT PT-# PORCELAIN TILE - TYPE, SURVEY POINT NUMBER RH RIGHT HAND PVC POLYVINYL CHLORIDE (PIPE), POINT OF VERTICAL RHR RIGHT HAND REVERSE CURVATURE RJ RESTRAINED JOINT PVCC POINT OF VERTICAL COMPOUND CURVE RLL RAIN WATER LEADER, REFRIGERANT LIQUID LINE PVI POINT OF VERTICAL INTERSECTION RLUB RAIL LUBRICATOR PVMT PAVEMENT RM ROOM PVT POINT OF VERTICAL TANGENCY RMV REMOVE PWR POWER RNLD RONALD WASTEWATER DISTRICT RO ROUGH OPENING Q ROT ROTATED VIEW QT QUARRY TILE ROW, R/W RIGHT-OF-WAY QTY QUANTITY RP RADIUS POINT QUAD QUADRANT RPBP REDUCED PRESSURE BACKFLOW PREVENTER RPM REVOLUTIONS PER MINUTE RR RAILROAD SUBMITTED BY: 12/04/2024 R. PARGAS SCALE: Q LU J NTS - Q FILENAME: .5r)?IDE Ln U IM)l ICO J S1-BT120-GZN001-005 BRT General Engineering Consultant J CONTRACT No.: SOUNDTRANSIT RTA/CN 0205-24 DATE: REVIEWED BY: DATE: DATE: 12/10/2024 1 J. ALTCHECH 12/10/2024 12/10/2024 RRX RAILROAD GRADE CROSSING RS-A RIPARIAN SHRUB BUFFER'A' RS-B RIPARIAN SHRUB BUFFER'B' RSC RIGID STEEL CONDUIT RSCL RAILROAD SIGNAL AND COMMUNICATIONS LINE RSD-# RESINOUS STATIC DISSIPATIVE FLOORING - TYPE RSL REFRIGERANT SUCTION LINE RT-# ROOF SYSTEM TYPE RT RIGHT RTD RESISTANCE TEMPERATURE DETECTOR RTU REMOTE TERMINAL UNIT RVS REVERSE RW RETAINING WALL S S SOUTH, SLOPE, SINK, S-SHAPE S-SPAN STEADY SPAN S-T SELF TAPPING S/C SIGNAL/COMMUNICATION S/DW SINK WITH ATTACHED DISHWASHER S/S SERVICE SINK S/W SIDEWALK SA SUPPLY AIR, SURGE ARRESTOR SAF SUPPLY AIR FAN SAFF SELF -ADHERED FLEXIBLE FLASHING SAFTP STAND-ALONE FARE TRANSACTION PROCESSOR SAN SANITARY SEWER SAP SUBSTATION ALARM PANEL SAT SUPPLY AIR TEMPERATURE, SPRAYED ACOUSTIC TREATMENT SB SOUTHBOUND, STRADDLE BENT SBR SEALANT AND BACKER ROD Sc SPIRAL TO CURVE SIGNAL/COMMUNICATION SCADA SUPERVISORY CONTROL AND DATA ACQUISITION SCAT SIMPLE CATENARY AUTO TENSION SCFT SIMPLE CATENARY FIXED TERMINATION SCH/SCHED SCHEDULE SCL SEATTLE CITY LIGHT SCR SMART CARD READER, SCREW SCRN SCREEN SD STORM DRAIN, SMOKE DETECTOR SDD SUPPLY DUCT DAMPER SDMH STORM DRAIN MAINTENANCE HOLE, STORM DRAIN MANHOLE SDT SMOKE DETECTOR SE SOUTHEAST SEC SECOND, SECURITY, SECTION SECT SECTION SEER SEASONAL ENERGY EFFICIENCY RATIO SEG SEGMENT(AL) SEM SEQUENTIAL EXCAVATION METHOD SENS SENSIBLE SEQ SEQUENCE DEVELOPMENT ENGINEERINGAF% IL SERV SERVICE msippo 11 /25/2025 SF SQUARE FOOT/FEET, SUPPLY FAN SF-# STORE FRONT SYSTEM TYPE SFD SUPPLY FAN DAMPER STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 GENERAL GENERAL ABBREVIATIONS R-433?586 DRAWING No.: BT120-GZN004 FACILITY ID: BT120 SHEET No.: REV: 014 0 co co N O O O N Q J ABBREVIATIONS (CONT'D) CM O LU 0 0 0 0 Z N C� 0 N m U) 0 N M IZI- 0 U w Q W w I w w o6 x m Q I U) U) U op — O Q? 0 CD N z O Y 0-1 O Nco 0 U N0 SFRM SPRAY -APPLIED FIRE RESISTIVE MATERIAL STP STEEL PIPE, DUCT, CONDUIT TE TRACTION ELECTRIFICATION SH SHOWER/TUB, STANDARD HYDROSEED, SYSTEM STR STAIR TEL TELEPHONE HEIGHT STRUCT STRUCTURE(AL) TELECOMM TELECOMMUNICATION SHC SHOTCRETE STU SHOCK TRANSMISSION UNIT TEMP TEMPORARY, TEMPERATURE SHT SHEET SU STUB UP TERM TERMINAL SHTHG SHEATHING SUB SUBSTATION TES TRACTION ELECTRIFICATION SYSTEM SI SECTION INSULATOR SUPT SUPPORT TESC TEMPORARY EROSION SEDIMENT CONTROL SIG SIGNAL SURF SURFACE TF TOP FACE, TEMPERATURE FAHRENHEIT, TRACK FEET SIM SIMILAR SUSP SUSPENDED TFD TUNNEL FAN DAMPER SJO STANDARD JUNIOR OIL RESISTANT COMPOUND SVC,SVCS SERVICE(S) TG TELEGRAPH, TOP OF GRADE, TRANSFER GRILLE, TOP SJT SCORE JOINT SW SHEARWALL, SIDEWALK, SOUTHWEST, SWITCH OF GRATE SL STREET LIGHT, SHELTER LIGHT, SLOPE, SOUND LINED, SWA SINGLE WIRE ANCHOR TH THICKNESS, THRESHOLD SLEEVE SWBD SWITCHBOARD THK THICK(NESS) SL-# SLOPED GLAZING - TYPE SWFT SINGLE WIRE FIXED TERMINATION (OCS) THRD THREADED SLJ STREET LIGHT JUNCTION BOX SWGR SWITCH GEAR TI TENANT IMPROVEMENTS SLNT SEALANT SWH SWITCH HEATER TJB TRAFFIC JUNCTION BOX SLSM SOUND LINED SHEET METAL SWHT SWITCH HEATER TRANSFORMER TL TENSION LENGTH SM SHEET METAL SWPPP STORM WATER POLLUTION PREVENTION PLAN TMH TELEPHONE MANHOLE SMFO SINGLE MODE FIBER OPTIC SWR SEWER TO TURNOUT, TOP OF SMR SURFACE METAL RACEWAY SYM SYMBOL, SYMMETRICAL TOB TOP OF BEAM SNS STREET NAME SIGN SYS SYSTEM TOC TOP OF CONCRETE, TOP OF STRUCTURAL CONCRETE SOE SUPPORT OF EXCAVATION T TOD TRANSIT ORIENTED DEVELOPMENT, TOP OF DUCT SOG SLAB ON GRADE TOF TOP OF FOOTING T TOP, TANGENT, TELEPHONE, TOWNSHIP, THERMOSTAT, SOP SET OUT POINT TOG TOP OF GRADE TRANSVERSE, TRIP SOV SHUT OFF VALVE TOP TOP OF PIPE T&B TOP AND BOTTOM SP STEEL PIPE/DUCT/CONDUIT, STATIC PRESSURE, SUMP TOR TOP OF RAIL T/ TOP OF PUMP TORW TOP OF RETAINING WALL T/C TRACK CENTERS, TOP OF CURB SPA, SPC SPACES, SPACING TOS TOP OF SLAB, TOP OF STRUCTURE, TOP OF STEEL T/EMB TOP OF EMBEDMENT SPEB SOUTH PORTAL ELECTRICAL BUILDING TOT TOTAL T/F TOE OF FROG, TOP OF FOUNDATION SPEC SPECIFICATION(S) TOW TOP OF WALL T/G TOP OF GROUND LINE SPF STAIRWELL PRESSURIZATION FAN TP TOTAL PRESSURE, TRAP PRIMER T/L TAX LOT SPKR SPEAKER TPO-# THERMOPLASTIC POLYOLEFIN ROOFING T/LR TOP OF LOW RAIL SPL SOLDIER PILE & LAGGING TPSS TRACTION POWER SUBSTATION T/P TOP OF PAVEMENT SPP SPECIES TR TRACK RELAY T/R TOP OF RAIL SPR SPRINKLER TRAC TRACTION TA-# TOILET ACCESSORY TYPE SPST SINGLE POLE SINGLE THROW TRANSF TRANSFORMER TAN TANGENT SPU SEATTLE PUBLIC UTILITIES TRANSV TRANSVERSE TB THRUST BLOCK, TAP BOX, TERMINAL BLOCK SQ SQUARE TRD TREAD TBB TELECOMMUNICATIONS BACK BOARD SQFT SQUAREFOOT TRK TRACK TBD TO BE DETERMINED SQ IN SQUARE INCH Ts1 TANGENT DISTANCE FROM TS TO PI TBF TUNNEL BOOSTER FAN SQHD SQUARE HEAD Ts2 TANGENT DISTANCE FROM ST TO PI TBM TUNNEL BORING MACHINE SREG SUPPLY REGISTER TS TRAFFIC SIGNAL, TEST STATION, TANGENT TO SPIRAL, TBR TO BE REMOVED SS SANITARY SEWER, STANDARD SEED, SUBSTATION STRUCTURAL TUBING, TERMINAL STRIP TC-# TERRA COTTA RAINSCREEN SYSTEM SSL SHORT SLOTTED HOLES TSH TOP OF SIGNAL HEAD Tc TANGENT DISTANCE FROM SC OR CS TO PI SSMH SANITARY SEWER MANHOLE/MAINTENANCE HOLE TSOE TEMPORARY SUPPORT OF EXCAVATION Tc1 SUFFIX (1) DENOTES DATA FOR FIRST TANGENT SSS SANITARY SIDE SEWER TSP TOTAL STATIC PRESSURE OF A COMPOUND CURVE SST STAINLESS STEEL TT TRANSFER TRIP, TRACK TRANSFORMER Tc2 SUFFIX (2) - SAME AS ABOVE, SECOND TANGENT ST-# METAL STAIRS TYPE TTC TELEPHONE TERMINAL CABINET OF COMPOUND CURVE ST STREET, SOUND TRANSIT, SPIRAL TO TANGENT TV TELEVISION/CABLE TELEVISION TC TOP OF CURB, TRAFFIC CONTROLLER BOX STA STATION(ING) TVF TUNNEL VENTILATION FAN (UNDERGROUND), TRACK CIRCUIT STD STANDARD, STANDARD TREE TVM TICKET VENDING MACHINE TCAL TEMPORARY CONSTRUCTION AIRSPACE LEASE STE STEAM TVOH TELEVISION OVERHEAD TCB TRAFFIC CONTROLLER BOX (ABOVE GROUND) STIFF STIFFENER TVS TUNNEL VENTILATION SHAFT TCE TEMPORARY CONSTRUCTION EASEMENT STIRR STIRRUP(S) TW THERMITE WELDING, TOP OF WALL TCR TRAIN CONTROL ROOM STL STEEL, STREET LIGHT TW PR TWISTED PAIR TD TELEPHONE DUCT, TRENCH DRAIN, TRACK DAMPER STMB STREAM BUFFER TWA TIE WIRE ANCHOR TDD TELECOMMUNICATIONS DISPLAY DEVICE STN-# STONE PANEL TYPE TWC TRAIN TO WAYSIDE COMMUNICATION TDM TRANSPORTATION DESIGN MANUAL STOR STORAGE TWM TACTILE WARNING MATERIAL DESIGNED BY: E. GOLLER DRAWN BY: C. SAXE CHECKED BY: M. FOLWELL 12/10/2024 1 EDG LDG JKH ISSUED FOR BID APPROVED BY: DATE IDSN CHK APP REVISION J. HARPER SUBMITTED BY: 12/04/2024 R. PARGAS TYP TYPICAL, TYPICAL AT ALL WCL WALL CONTROL LINE U WCO WATER CLEANOUT, WALL CLEANOUT WE WESTBOUND TO EASTBOUND U/C UNDER CONSTRUCTION WD WOOD U/S UNDERSIDE WF WIDE FLANGE (BEAM) UBC UNIFORM BUILDING CODE WF-# WALL FINISH TYPE LID UNDERDRAIN WG WATER GAUGE UG UNDERGROUND,UNDERGRADE WGR-# WATER AND GRAFFITI REPELLANT - TYPE UGB UNDERGRADE BRIDGE WH WATER HEATER UH UNIT HEATER WHDM WATT-HOUR DEMAND METER UL UNDERWRITER LABORATORIES WHM WATT-HOUR METER UNEX UNEXCAVATED WI WROUGHT IRON UNK UNKNOWN WID WIDTH UNO UNLESS NOTED OTHERWISE WIN WINDOW UP UTILITY POLE, UNION PACIFIC RR WIP WROUGHT IRON PIPE UPS UNINTERRUPTABLE POWER SUPPLY WK WORK UST UNDERGROUND STORAGE TANK WL WORK LINE, WIND LOAD UTIL UTILITY WLD WELDED UV ULTRAVIOLET, UTILITY VAULT V WM WATER METER, WATER MAIN WMH WATER MANHOLE V VALVE COVER/BOX, DESIGN VELOCITY IN MILES PER WOM WOMEN HOUR, VERTICAL, VOLT(S) WP WORK POINT, WEATHERPROOF VA VOLT AMPS WPM WATERPROOFING MEMBRANE VAC VACANT WP-# WATERPROOFING SYSTEM VAR VARIABLE/VARIES, VARIETY WQ WATER QUALITY VAV VARIABLE AIR VOLUME WR WATER RESISTANT VB VAPOR BARRIER WRC-1 WATER REPELLANT COATING TYPE VC VERTICAL CURVE WS WATER STOP VCD VITRIFIED CLAY DUCT, CONDUIT WSDOT WASHINGTON STATE DEPARTMENT OF VCP VITRIFIED CLAY PIPE TRANSPORTATION VCT VINYL COMPOSITION TILE WSH WASH, WASHER VCZ VEGETATION CLEAR ZONE WSP WELDED STEEL PIPE, WET STANDPIPE RESTORED VD VOLUME DAMPER SCRUB -SHRUB WETLAND VE VENT WT WIDE FLANGE STEEL "T" SECTION, WEIGHT, WARNING VENT VENTILATE (ION) TIME VERT VERTICAL WT-# WALL TILE TYPE VIF VERIFY IN FIELD, VERTICAL INSIDE FACE WUTC WASHINGTON UTILITIES AND TRANSPORTATION VLT VAULT COMMISSION VMS VARIABLE MESSAGING SYSTEMS/SIGN WV WATER VALVE VP VAPOR PROOF WWF WELDED WIRE FABRIC VPF VEGETATION PROTECTION FENCING X VPZ VEGETATION PROTECTION ZONE X BEARING TYPE CONN W/THREADS EXCLUDED FROM SHEAR VOIP VOICE OVER IP PLANE VS VOLTMETER SWITCH XBM CROSSBEAM VTR VENT THROUGH ROOF W XFMR TRANSFORMER XMTR TRANSMITTER W WEST, WATT, WATER, WIRE, WASTE, WIDE, WIDTH, WIDE XS EXTRA STRONG FLANGE SHAPE X-ING CROSSING W.M. WILLAMETTE MERIDIAN X-OVER CROSSOVER W/ WITH X-SPAN CROSS SPAN W/1 WITHIN Y W/O WITHOUT Y WYE, YARD, YELLOW WAB-# WATER AND AIR BARRIER TYPE YD YARD WAT WATER YL YARD LEA WABO WASHINGTON ASSOCIATION OF BUILDING OFFICIALS Z R-4332587 WB WESTBOUND, WATER BOX, WET BULB WC WATER CLOSET, WATER COLUMN Z IMPEDANCE DEVELOPMENT ENGINEERING ` msippo 11 /25/2025 SCALE: STRIDE BUS RAPID TRANSIT DRAWING No.: w NTs BT120-GZN005 FILENAME: SOUTH RENTON TRANSIT CENTER co .5r)?IDE cn IM)lw S1-BT120-GZN001-005 BT105 FACILITY ID: BRT General Engineering Consultant J SOUNDPMNSIT CONTRACT No.: GENERAL BT120 RTA/CN 0205-24 SHEET No.: REV: GENERAL ABBREVIATIONS DATE: REVIEWED BY: DATE: DATE: 015 0 12/10/2024 1 J. ALTCHECH 12/10/2024 12/10/2024 N Xrefs: co xBRT-CUD05-TB GB-SEAL-JKH53 O w 0 0 Z N C� 0 N m U) 0 N Q0 O 0 U LLI x Q U) X w 9 W C16 Q m U) U CO —0 U Q N z o Y O co U SYMBOLS LEGEND NOTE: HATCH PATTERNS AND SYMBOLS MAY BE SHOWN AT DIFFERENT ORIENTATIONS AND/OR OVERLAP ON DRAWINGS. ELEVATION ELEVATION DESIGNATION DESIGNATION ELEVATION TITLErx-�� (LETTER) (LETTER) SCALE: XX X PERMANENT EASEMENT WETLAND REMOVE EXISTING DRAWING NUMBER OF STRUCTURE N FIRST SHEET WHERE THE _ ELEVATION IS CUT FROM / / / / / / Y Y W Y W •Y •Y Y W NORTH ARROW ELEVATION DRAWING NUMBER OF SHEET TEMP CONSTRUCTION EASEMENT (TCE) EXISTING WETLAND REMOVE CONCRETE PAVEMENT DESIGNATION WHERE THE ELEVATION IS SHOWN TEMP CONSTRUCTION AIRSPACE LEASE (TCAL) ELEVATION TITLE X (LETTER) (DASH IF ON SAME SHEET ONLY) SCALE: - --4 . a a. a # # 0 # # ELEVATION CUT ON 4. • • • • • • • • THE SAME SHEET ONLY PERMANENT WSDOT CONCRETE SIDEWALK / REMOVE BY OTHERS AIRSPACE LEASE (ASL) CONCRETE PAVEMENT SCALE IN FEET SCALE BAR (SCALE AS NOTED ON SHEET) 7 .A 4' '•. ,�• _ SECTION DESIGNATION SECTION rx (LETTER) CONSERVATION EXISTING CONCRETE SIDEWALK / REMOVE ASPHALT PAVEMENT SECTION EASEMENT EXISTING CONCRETE PAVEMENT SCALE: XX DESIGNATION (LETTER) DRAWING NUMBER OF FIRST SHEET WHERE THE SECTION IS CUT FROM DATUM GUIDEWAY EASEMENT GRAVEL SURFACING SECTION DESIGNATION NAVD '88 SECTION TITLE rx— (LETTER) ALL DIMENSIONS SHOWN IN FEET DRAWING NUMBER OF SHEET UNLESS OTHERWISE SCALE: - WHERE THE SECTION IS SHOWN ACCESS EASEMENT OVERLAY DESIGNATED. (DASH IF ON SAME SHEET ONLY) SECTION CUT ON THE NAVD 88 DATUM SAME SHEET ONLY O TIEBACK/SOILNAIL EASEMENT HMA PAVEMENT DETAIL DESIGNATION DETAIL DETAIL TITLE # (NUMBER) DESIGNATION O O O (NUMBER) SCALE: XX TEMP ENVIRONMENTAL EMBANKMENT • DRAWING NUMBER OF # MONITORING EASEMENT ® FIRST SHEET WHERE THE DETAIL IS SHOWN - o000000000000 �----� o000000000000 Know whairsbelow. Call before you dig. DETAIL # TEMPORARY CRANE BALLAST DESIGNATION SWING EASEMENT DETAIL TITLE # (NUMBER) _ SCALE: - DASH IF FROM DRAWING NUMBER OF SHEET PROPOSED RESOURCE 0 SUBBALLAST SAME SHEET ONLY WHERE THE DETAIL IS SHOWN CONSERVATION AREA (DASH IF ON SAME SHEET ONLY) a a 4 - FEE ACQUISITION POROUS CONCRETE EXIST ELEV PROPOSED ELEV OR PGL (T/LR) C"I AREA IMPACTED BY EXISTING NOT IN CONTRACT N ri o EXCAVATION SUPPORT SYSTEM N M NB 000+00 TYPICAL PROFILE R-4332588 ELEVATION DATA DEVELOPMENT ENGINEERING ` msippo 11 /25/2025 DESIGNED BY: SCALE: NTS STRIDE BUS RAPID TRANSIT DRAWING No.: E. GOLLER ATHL�� ��C��vt� Q J U co co SOUTH RENTON TRANSIT CENTER BT105 gT120-GZN006 DRAWN BY: C. SAXE FILENAME: S1-BT120-GZN006 FACILITY ID: ® BRT General Engineering Consultant w z " BT120 CHECKED BY: CONTRACT No.: M. FOLWELL �GISTEg� ti� SSIONAL SOUNDTRANSIT RTA/CN 0205-24 GENERAL GENERAL SYMBOLS AND LEGEND SHEET No.: REV: APPROVED BY: SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: 0 12/10/2024 EDG LDG JKH ISSUED FOR BID J. HARPER 12/04/2024 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 016 0 No. DATE DSN CHK APP REVISION co T N O O N U M M O O O N Q J N Xrefs: M xBRT-CUD05-TB GB-SEAL-JKH53 w ti 0 0 z N 0 N m U) 0 N Q0 C`7 0 0 U w Q U) X w 9 w C16 Q m U) U M —0 U Q N z o Y O co N > U SYMBOLS EXISTING PROPOSED EXISTING PROPOSED EXISTING UTILITY LINE PROPOSED EXISTING PROPOSED FACILITY TO ABANDON JUNCTION BOX TYPE I m --G CABLE TV UNDERGROUND C GRADE LINE FACILITY TO REMOVE TYPE 1, PS, OR PEDESTRIAN --- OC CABLE TV OVERHEAD OC RETAINING WALL ALIGNMENT A A A — TRAFFIC SIGNAL POLE PUSHBUTTON POLE ----E ELECTRIC UNDERGROUND E (REVERSIBLE CUT/FILL) COS INLET 1 0 PEDESTRIAN SIGNAL HEAD N—H-► ----EFO ELECTRIC/FIBER OPTIC UNDERGROUND EFO BALLAST WALL �- - - TRAFFIC SIGNAL POLE WITH LUMINAIRE ONO— RAILROAD CROSSING GATE ---OE----OE— ELECTRIC OVERHEAD OE ACOUSTIC PANELS — AP -- AP 04 CAMERA 04 rca ® SIGNAL CONTROLLER CABINET TCB m ----OEC- ELECTRIC/CABLE TV OVERHEAD OEC -- NW-- NW— NOISE WALLS NW Cv CABLE VAULT\INFORMATION ® SERVICE CABINET ® ---- ET---- ET ELECTRIC/TELEPHONE ET x FENCE x x ITS TECHNOLOGY SERVICES # COUPLING ---oET ELECTRIC/TELEPHONE OVERHEAD OET SAW CUT DOUBLE LUMINAIRE S AIR RELEASE VALVE ----OETC ELECTRIC/TELEPHONE/CABLE OVERHEAD OEC — —XXX— MAJOR CONTOUR XXX OCS POLE FOUNDATION 0 ----OEFO ELECTRIC/FIBER OPTIC OVERHEAD OEFO — — MINOR CONTOUR q STANDPIPE WITH HOSE VALVE i OCS DOWN GUY FOUNDATION c — — — FO FIBER OPTIC FO n n n n GUARD RAIL ® WATER METER UTILITY SETTLEMENT POINT O — — — OETFO TELEPHONE/CABLE/FIBER OPTIC TCFO CONTRACTOR WORKING LIMITS © WATER MANHOLE �w - usP SURFACE SETTLEMENT POINT --TC— — — — TC— TELEPHONE/CABLE TV TC TOP OF CUT C THRUST BLOCK ST ROW NUMBER R/W NO. 123 SSP —G GAS G TOE OF FILL F FIRE HYDRANT PARCEL NUMBER 44 — — — SS SANITARY SEWER SS CLEARING AND GRUBBING LIMITS TAX ACCOUNT NO. () John Doe — — — SD STORM DRAIN SD DITCH LINE — > FIRE DEPARTMENT CONNECTION uD � BUTTERFLY VALVE, M.J. yt SURVEY MONUMENT O -- LID UNDERDRAIN ---- Es ESTIMATED STREAM D4 GATE VALVE N MONITORING WELL ----T TELEPHONE T MECHANICAL FIRE PIPE DSP iCv IRRIGATION CONTROL VALVE ICv TELEPHONE OVERHEAD �? CONSTRUCTION FENCE 0- WSDOT SYMBOLS —OT-- WATER (� GAS VALVE WALL RAILING PIPE LABEL FLOW ARROW IT11 VMS/LED CABINET GUY WIRE �� �� CONCRETE BARRIER Ev ------ ------ M� VARIABLE MESSAGE SIGN STORM DRAIN CASING Ev ELECTRIC VAULT 0 ELECTRIC MANHOLE 0 ADVANCED WARNING SIGN IMPACT AREA LIMIT ---------------- �� v CONTROLLER CABINET BUILDING OUTLINE IFM ELECTRIC METER EM (RAMP METER OR DATA STATION) -0- UTILITY POLE f L+. CCTV CONTROLLER CABINET UTILITY POLE ANCHOR OR UTILITY POLE W/ LIGHT OR COMMUNICATIONS HUB ITS CABLE VAULT TELEPHONE RISER ■ \0 INDUCTION LOOP VEHICLE DETECTOR (TYPE R1) MISCELLANEOUS LINETYPES PERMANENT EASEMENT LINE — — — — — — — — — — —— UTILITY VAULT uT Q TRAFFIC CONTROLL GATE UNDERGROUND UTILITIES W/ A DIAMETER OR WIDTH 24" & GREATER U UNKNOWN VAULT '�x�' TYPE 1 JUNCTION BOX T TELEPHONE MANHOLE r a TYPE 2 JUNCTION BOX TEMPORARY EASEMENT LINE ------------------------ 0c CABLE TV MANHOLE © L ; TYPE 3 JUNCTION BOX 24"E ELECTRIC DUCT BANK — E (2'W x 2'D DB) PROPOSED RIGHT-OF-WAY/PROPERTY LINE — — — 0 FIBER OPTIC MANHOLE Fo NEMA 4X JUNCTION BOX 24" == = — GAS LIGHT RAIL TRANSIT WAY — — — — — — — — — T TELEPHONE VAULT � LVJ TYPE 6 JUNCTION BOX "" _ 24 SS _ SANITARY SEWER 24" SS FUTURE NOT -IN -CONTRACT Fo FIBER OPTIC VAULT FO LiJ NEMA 7 JUNCTION BOX 24 SD 24" SD © CABLE TV VAULT © JUNCTION BOX TYPE A — _ STORM DRAIN — EXISTING RIGHT-OF-WAY LINE — — — — 24" w 24" W TCa TRAFFIC CABINET TCB OR m LBO JUNCTION BOX TYPE B = — WATER EXISTING PROPERTY/LOT LINE �1y ELECTRIC SERVICE SERVICE CABINET SUA ( ) r(2'wx2'D��� _ - TELEPHONE DUCT BANK T(2'wx2'DDB) 0 co SAN. SEWER CLEAN OUT CO ell SECTION LINE --- --- MOTORIST AID TELEPHONE r&FO (2' wx2'D DB) T&FO (2'W X 2'D DB) 0 11 SAN. SEWER MANHOLE d — - TELEPHONE/FIBER OPTIC DUCT BANK EXISTING CENTERLINE y� 7 -�- �� LIGHT STANDARD, 2-ARM, METAL 24 CC 24" CC STORM DRAIN CLEAN OUT o -� LIGHT STANDARD, SINGLE ARM, METAL _ — - CONCRETE CULVERT EXISTING EASEMENT LINE O STORM DRAIN CATCH BASIN ® In T\x//T HIGH MAST LIGHT STANDARD, 4 ARMS, METAL WSDOT LIMITED ACCESS LINE O O ® lip ��l T TIC T EXISTING ORDINARY HIGH WATER MARK OHWM B 13 b.,��Y HIGH MAST LIGHT STANDARD, 3 ARMS, METAL Axx Axx MISCELLANEOUS SYMBOLS y1 . STORM DRAIN CULVERT �� r j LPBJ ITS PULL BOX EXISTING WETLAND BOUNDARY - ® STORM FACILITY ACCESS LID O MODIFIED TYPE 2 INDUCTION LOOP TREE INVENTORY EXISTING WETLAND BUFFER — — — — — — — — — — — — — -- ROCK PROTECTION OUTFALL o o o o VEHICLE DETECTOR NUMBER WSDOT COMPATIBILITY LINE WCL WCL d ELECTRONIC SIGN STORM DRAIN GRATE INLET r LTA TRANSFORMER CABINET LANDSCAPE PROTECTION FENCING No. No. STREAM BUFFER STMB STMB MAINTENANCE HOLE O LJ UNDERDECK LUMINAIRE / STORM DRAIN - PIPE CASING ® HARS CONTROLLER CABINET STORM DRAIN -PROPOSED CROSSING STORM TRENCH DRAIN -0 GUY POLE W/ ANCHOR STORM AERIAL DRAIN v F TYPE 2 INDUCTION LOOP VEHICLE DETECTOR STORM DRAIN - DITCH TOE BOUNDS L J STORM DOWNSPOUT OVERHEAD CHANGEABLE MESSAGE SIGN (CMS) STORM DRAIN - DITCH CL — > CURB CUT INLET 4 �> TYPE 1 SIGNAL STANDARD WITH SIGNAL HEADS ABANDON UTILITY FDC CONNECTION 0 F-T CCTV CAMERA DEVELOPMENT ENGINEERING o REMOVE UTILITY msippo 11/25/2025 R-4332589 -4-� TYPE 2 SIGNAL POLE WITH 2 SIGNALS DESIGNED BY: , SCALE: NTs STRIDE BUS RAPID TRANSIT DRAWING No.: E. GOLLER ��ATHL�� ��C��vt���y w z "° F)l rRIDE Q LU U co SOUTH RENTON TRANSIT CENTER BT105 gT120-GZN007 DRAWN BY: C. SAXE FILENAME: S1-BT120-GZN007 FACILITY ID: ® BRT General Engineering Consultant w =) z " BT120 CHECKED BY: CONTRACT No.: M. FOLWELL �p � 535 0 O ��' �GISTEg� ti� SSIONaL ��� SOUNDTRANSIT RTA/CN 0205-24 GENERAL GENERAL SYMBOLS AND LEGEND SHEET No.: REV: APPROVED BY: SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: 0 12/10/2024 EDG LDG JKH ISSUED FOR BID J. HARPER 12/04/2024 R. PARGAS 12/10/2024 J. ALTCHECH 112/10/2024 12/10/2024 017 0 No. DATE DSN CHK APP REVISION H H H T N co O O N Q J N Xrefs: CO GB-SEAL-JMB41 xS1-BT120-VRXO 0 w 0 ti a 0 N m rn co r` O 0 0 U U) w Q 0 O U) O 0 Q ILL U) w z 0 z LU 06 w m z i 0 U) z m 0 Q co z O N � Cr, 1 N_ 00 0 N a o 0 No. ____1 __ -SW 7TH STREET- - - L— -SON L I � OF EN 1 I � -- --- G� I y -� ,z, ► W , --- QK01 _ I I NE 1/4 NW 1/4 SEC 19 �o w ' I �lco I T23N 05E•WM Ql�:!!t — — — �S 7TH STREET 303 � L_ J I --- --- --- --- SECTION LINE — — — I X co 14 NW 1/4 NE / C 193 _ NE 1/4 NE 1/4 SEC 19, T 23 N R 5 E• T 2 N R E• W.M. '� - - -- =1/ 3 5 , — ---- --� 411 � — — — I • 423 1 WA J II II:U Y "Ili� AD I � I \ m T �I T—� I _ _ __ --- --- --- --- ---- --- --- - 1/16 SECTION LINE --- --- --- _j_L W Lj--L:: '� \ I " T/ l/ coI _ I LLJ _ IT 1 1 � , 301 \ SE1/4NW1/4SEC 19, SW1/4NE1/4SEC19, /7//// ;,i T 23 N, R 5 E; W.M. y T 23 N, R 5 E; W. M . ; ,—, , i17 iiiTREET THS S�4 /ii////i/iii iil 7 7—/77i///iiii/illl _ I I - - 1-405 1 = I - (►X300 — —� i 11 \\ 412 1 MONUMENT COORDINATE TABLE POINT NO. NORTHING EASTING ELEVATION DESC 303 175885.41 1299146.18 24.27 MON IN CASE 401 174791.24 1297986.27 28.10 MON IN CASE 411 175083.39 1297993.38 28.13 MON IN CASE 412 175891.26 1298012.95 25.46 MON IN CASE 423 175017.14 1299002.77 25.50 MON IN CASE 06/13/2025 NAJ RE JJMB ADDENDUM #1 -LOT LINE ADJUSTMENT 12/10/2024 NAJ RE JMB ISSUED FORBID DATE DSN CHK APP REVISION DESIGNED BY: N. JONES DRAWN BY: A. ALIMOVA CHECKED BY: R. ELANGOVAN APPROVED BY: J. BECKER SE 1/4 NE 1/4 SEC 193 --T�--- T 23 N, R 5 E; W. M . _F I \ \_ 1 J HORIZONTAL DATUM: BEARINGS ARE REFERENCED TO THE STATE PLANE GRID OF THE WASHINGTON COORDINATE SYSTEM OF 1983, 2011 ADJUSTMENT (NAD83/2011) NORTH ZONE, AND THE UNIT OF MEASURE IS THE U.S. SURVEY FOOT. PROJECT GRID COORDINATES BASED UPON THE WSDOT MONUMENTS GP17405-29 AND GP17405-336, OBSERVED BY CONVENTIONAL TOTAL STATION OBSERVATIONS. SCALE FACTOR = 1, WHERE GRID = GROUND MEASUREMENTS FOR PROJECT LIMITS. VERTICAL DATUM: ELEVATIONS SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88), DERIVED FROM FIELD TRAVERSE TIES TO THE WSDOT MONUMENTS GP17405-29 AND GP17405-336. Q Q Men .5r.RIDE co U) W J FURTADO & ASSOCIATES, INC. BRT General Engineering Consultant z LLL Consulting Engineers SUBMITTED BY: DATE: REVIEWED BY: R. PARGAS 12/10/2024 1 J. ALTCHECH HORIZONTAL CONTROL PRECISION: LEGEND — — RIGHT-OF-WAY LINE WSDOT LIMITED ACCESS PROPERTY LINE MONUMENT NOTE: 1. THE HORIZONTAL AND VERTICAL CONTROL MONUMENTS LISTED ON THIS DRAWING ARE FOR THE PURPOSE OF ESTABLISHING LINE AND GRADE FOR THE CONSTRUCTION OF THE 1-405 BUS RAPID TRANSIT PROJECT. SECONDARY SURVEY CONTROL POINTS SHOULD BE ESTABLISHED USING THOSE MONUMENTS. 2. THE MONUMENTS SHOWN ON THIS DRAWING MAY HAVE BEEN UTILIZED TO DETERMINE EXISTING STREET R/W LINES AND PROPERTY LINES, OR MAY BE IN THE VICINITY OF THE CONSTRUCTION ZONE AND THEREFORE IN POSSIBLE DANGER OF BEING DESTROYED OR MOVED. IN ACCORDANCE WITH RCW 58.09.130, ANY MONUMENT SHOWN HEREON AND ANY OTHER MONUMENTS THAT MAY BE FOUND NEAR THE CONSTRUCTION ZONE (SUCH AS PROPERTY CORNERS), EVEN IF NOT CURRENTLY KNOWN ABOUT AND SHOWN HEREON, SHALL BE PRESERVED THROUGH THE PROCESS OF AN APPLICATION FOR PERMIT TO REMOVE OR DESTROY A SURVEY MONUMENT" SUBMITTED TO THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES. THE PRECISION OF THE HORIZONTAL CONTROL SURVEY PERFORMED FOR THIS NETWORK AND SHOWN HEREON HAS MET A MINIMUM OF 1:50,000, SECOND ORDER, CLASS I AS DEFINED BY THE FEDERAL GEODETIC CONTROL COMMITTEE AND PUBLISHED UNDER THE TITLE, "STANDARDS AND SPECIFICATIONS FOR GEODETIC CONTROL NETWORKS", AUTHORED BY THE FEDERAL GEODETIC CONTROL COMMITTEE IN SEPTEMBER 1984. N VERTICAL CONTROL PRECISION: THE PRECISION OF THE VERTICAL CONTROL AND OF SUPPORTING VERTICAL GROUND 200 100 0 200 400 SURVEYS HAS MET THE MINIMUM SECOND ORDER, CLASS II LOOP CLOSURE, AS DEFINED BY THE FEDERAL GEODETIC CONTROL COMMITTEE AND PUBLISHED UNDER THE TITLE SCALE IN FEET "STANDARDS AND SPECIFICATIONS FOR GEODETIC CONTROL NETWORKS", AUTHORED BY THE FEDERAL GEODETIC CONTROL COMMITTEE IN SEPTEMBER 1984. DEVELOPMENT ENGINEERING msippo 11/25/2025 R-43325:0 SCALE: STRIDE BUS RAPID TRANSIT DRAWING No.: 1 ��=200� FILENAME: SOUTH RENTON TRANSIT CENTER RDWY IMP BT120-RM P701 S1-BT120-RMP701 BT120 FACILITY ID: SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: DATE: 12/10/2024 12/10/2024 RIGHT OF WAY MONUMENT PLAN BT120 SHEET No.: REV: 651 1 N Xrefs: M xS 1-BT120-VRX1 xBRT-CUD05-TB GB-SEAL-JMB41 O xS1-BT120-CAP7 xS1-BT120-VSF7 xS1-BT120-CRP7 xS1-BT120-CDP7 Q xS1-BT120-CGP W xS 1-BT120-CM P xS1-BT120-CPP7 xS1-BT120-TNP7 xS1-BT120-TSP701 * SR167. 0 CD r- ry 0 N H m 7— c/) NOTES: m 00 if"" +00 SR167 LINE 1004+00 B LINE 1+00 SR 167AL NB ►1 2+00— Ez /V iCi 76jn �\ \ 64 R/W NO. BRI-500 9999999999 WSDOT SE1/4NW1/4SEC 19,T23N,R5E;W.M. NE1/4NW1/4SEC 19,T23N,R5E;W.M. 0 : \ i a _ � ° O -311 ° 0 �. I 9' iiiiiiiiiii iiiiiiiiiiiiiiii 'SR167 LINE 1006+00 1/4 SECTION LINE 9 a /y O � O v L 00 Uj O _z J SW 1/4 NE 1/4 � 1. DETAILED INFORMATION ABOUT THE PROPERTY ACQUISITIONS IS SHOWN ON THE INDIVIDUAL PARCEL MAPS, NOT IN THIS SET. 0 0 2. RECORD PARCEL AREAS ARE BASED ON ASSESSOR'S PUBLISHED AREAS UNLESS OTHERWISE NOTED. O U Ui 3. THIS DRAWING SHOWS THE LATEST ROW REQUIREMENTS AND IS FOR ROW USE ONLY. REFER TO THE APPROPRIATE w DISCIPLINE DRAWINGS FOR IMPROVEMENTS. Q U O 4. FOR A COMPLETE LIST OF MONUMENTS SEE DRAWING BT120-RMP701. Q 5. FOR LINETYPES AND HATCHES SHOWN ON THIS SHEET REFER TO THE GENERAL LEGEND SHEETS BT100-GZN006 THROUGH O 0 BT100-GZN007. Q 6. NOT ALL EXISTING EASEMENTS SHOWN. LL U� 7. WSDOT TEMPORARY CONSTRUCTION AIRSPACE LEASE IS NOT PROPOSED. WORK WITHIN THE WSDOT R/W IS TO BE U) COMPLETED UNDER A NO -COST WSDOT PERMIT. z O z U) 06 w z m i zm DESIGNED BY: — 0 N. JONES Q Q DRAWN BY: �"', z A. ALIMOVA 00 2 CHECKED BY: N R. ELANGOVAN rn 0 12/10/2024 NAJ RE JJMB ISSUED FOR BID APPROVED BY: CD a No. DATE DSN CHK APP REVISION CD U J. BECKER N a SEC r SR167 LINE 1008+0 R167DL LINE 84+05 kO� a h i 19, T 23 N, R 5 E; W.M. FURTADO & ASSOCIATES, INC. Consulting Engineers SUBMITTED BY: 01 /24/2025 R. PA GAS Sr.RIDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 1 J. ALTCHECH co o� I SR-167 SB I I SR-167 NB O I 0 I I i s RAINIERS LINE 200+00.00 +— SR167 LINE 1010+00=C-IRADY LINE 15 +00.00 _ a GRADY LINE 150+03.68 GRADY LINE 150+00 =SR167 LINE 1011+46.97 ENTON C1?1 OF R \ co NW 1/4 NE 1/4 SEC 19, T 23 N, R 5 E; W.M. — — EX. ROW EX. PARCEL LINE WSDOT LIMITED ACCESS SCALE: 1 "=40' QJ FILENAME: - Q U co U) w J S1-BT120-RPP701 z w SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: DATE: 12/10/2024 12/10/2024 40 20 0 40 80 SCALE IN FEET DEVELOPMENT ENGINEERING 191msippo 11/25/2025 R-4332591 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER RDWY IMP BT120-RPP701 BT120 FACILITY ID: RIGHT OF WAY BT120 SHEET No.: REV: PROPOSED PLAN 652 0 N Xrefs: M xBRT-CUD05-TB xS1-BTSL1-VRX1 xS1-BT120-CAP7 O xS1-BT120-GZK7 xS1-BT100-140- GB-SEAL-MR463 xS1-BT120-VSF7 Q W M O ti O ti n Q U 0 N H m U) O') 00 ti ti O O U U Z_ ry 0 2 U D O ry C� 06 O m Go 00 — O U Q Q rn O Z Y O N O M � o U Xrefs: xBRT-CL xS1-BTS xS1-BT1 xS1-BT1 xS1-BT1 GB -SEAT xS1-BT1 N Xrefs: M xBRT-CUD05-TB xS1-BTSL1-VRX1 xS1-BT120-CAP7 Q xS1-BT120-GZK7 xS1-BT100-140- GB-SEAL-MR463 xS1-BT120-VSF7 Q W CD 0 M 0 ti 0 ti d Q U 0 N H m U) O') 00 ti ti O 0 2 O U Z_ 0 Q (D D m o �U) 00 — O a Q o U �? z Y �o N o 0 o a U No. O 0+0 O O G F. ct)Q W V Z N J T- C~ fl m W � Z IW J � V CQ G /7� S , N� \ =su=sex-� 41L7W ± X. PARCEL LINE (TYP) W3-e-o-- CR CR-797 --- SD---- D ---- SD---- SD---- SD---- SD---- SD---- SD NB SR-' �� i m i �-- � ► �I d)o0I 0 E—---E--E— o OBEo RAINIERS LINE 200+00.00 =GRADY LINE 150+00.00 � GRADY LINE 150+03.68=SR167 LINE 1011+46.97 o END ALIGNMENTSR167 LINE 1011+46.97' o N: 174790.9226 \E: 1297985.1490co \7r- W3,T- - W3-4B-9- -o-----F00-10--Foo-���--goo-----E-----E-----E� s lo---4 ►-►�— —-e-►-�— —-e-►-�— L-►3— - �a— —-a-►-►�— — -0— —-a-►-►� GENERAL NOTES: 1. SEE SHEETS BT120-RMP701 FOR ROW MONUMENTS AND HORIZONTAL AND VERTICAL CONTROLS. 12/10/2024 MR JJK IMR JISSUEDFORBID DATE I DSN I CHK I APP I REVISION LEGEND: EX. ROW ----- EX. PARCEL LINE EX. EASEMENT WSDOT LIMITED ACCESS DESIGNED BY: M. ROUGH DRAWN BY: M. ROUGH CHECKED BY: J. KEYES APPROVED BY: M. ROUGH SUBMITTED BY: 12/02/2024 R. PARGAS O j EGIN ALIGNMENT R AINIERS LINE 200+00.00— k- A\ --- N : 174790.1236 \ 1297981.5537 0 1 ' m I� I � \ m \ , RAINIER AVE S, , � RAINIERS LINE m I Irn RAINIERS LINE 202+00 \ N01 008'06"E GRADY LINE 150+00 \ I rm I END OF ALIGNMENT \gym \ I I I RAINIERS LINE 202+00.00 \ \ \ I jam— o N : 174990.0843 o \\ j E: 1297985.5150 I I —\-----E--� --E-- �Q m \ Q \ ss i oo, r ss EX. EASEMENT (TYP) r 20 10 0 20 40 DEVELOPMENT ENGINEERING SCALE IN FEET msippo 11/25/2025 R-4332594 SCALE: DRAWING No.: STRIDE BUS RAPID TRANSIT w 1 "=20' BT120-CAP703 Q FILENAME: SOUTH RENTON TRANSIT CENTER RDWY IMP 4S w -j J S1-BT120-CAP701-703 BT120 FACILITY ID: BRT General Engineering Consultant z CONTRACT No.: BT120 SOUNDTRANSIT RTA/CN 0205-24 CIVIL ALIGNMENT PLAN SHEET No.: REV: DATE: REVIEWED BY: DATE: DATE: SR 167 STA. 1008+00.00 TO STA. 202+00.00 655 0 12/10/2024 1 J. ALTCHECH 12/10/2024 12/10/2024 N Xrefs: M xS 1-BT120-TH P2 xBRT-CUD05-TB GB-SEAL-RA554 O I w C� 0 0 I` a U 0 N H m O� co I` ti 0 O U U z 0 c� z Q z O O N m� _U) N m O �a co z N — N Y O N N U GENERAL NOTES: 1. ARROWS INDICATE POSSIBLE TRUCK HAUL ROUTES TO BE USED DURING CONSTRUCTION. 2. THE CONTRACTOR SHALL EXECUTE A HAUL ROUTE AGREEMENT WITH APPLICABLE AHJs PRIOR TO MODIFYING HAUL ROUTES. 0 12/10/2024 ZW IJS IRA JISSUEDFORBID No. I DATE DSN CHK APP REVISION DESIGNED BY: Z. WANG DRAWN BY: Z. WANG CHECKED BY: J. SEYER APPROVED BY: R.ACEVEDO SUBMITTED BY: R. PARGAS SCALE: I 4.5rqIDE 10 Q J NTS - Q FILENAME: co w J IM)l S1-BT120-CHP701 BRT General Engineering Consultant z " SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: REVIEWED BY: DATE: DATE: 12/10/2024 J. ALTCHECH 112/10/2024 12/10/2024 DEVELOPMENT ENGINEERING msippo 11 /25/2025 N NOT TO SCALE R-4332595 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER RDWY IMP BT120 CIVIL CIVIL HAUL PLAN SR167 BT120-CHP701 FACILITY ID: BT120 SHEET No.: REV: 656 0 T N rr n N Xrefs: xS 1-BT120-CM P xS1-BT120-CPP7 xS1-BT120-VRX7 xBRT-CUD05-TB xS1-BT100-140- xS1-BTSL1-VRX GB-SEAL-MR463 Q xS1-BT120-VSF7 xS1-BT120-CRP7 N 0 0 ti ry U 0 N H m CO O') 00 ti ti 0 73 O U U Z_ ry 0 2 U D O ry 7-3 D 7-5 = Q C� D 06 O m 00 — O U Q Q L Z Y u7 O N co o a o 0 Xrefs: xS1-BT120- xS1-BT120- xS1-BT120- xBRT-CUD( xS1-BT100- xS1-BTSL1- GB-SEAL-N xS1-BT120- N Xrefs: M xBRT-CUD05-TB xS1-BTSL1-VRX1 xS1-BT120-CAP7 xS1-BT120-GZK7 xS1-BT120-CPP7 xS1-BT120-CSP7 xS1-BT140-CZN0 Q xS1-BT120-VSF7 xS1-BT120-VCN7ffUj GB-SEAL-MR463 CD 0 M 0 ti N 0 ti a U 0 N H m U) rn co ti ti 0 0 2 O U z 0 = Q (D =) m O �U) 00 — O U Qa U z Y CN 1 N ci 0 o a CO U No. 06/13/2025 MR 12/10/2024 MR DATE DSN LU Fx LU 2 F- LU F- O Z W Z 2 V F- Q 1 07 cn I I SR167 LINE 1003+68.93, 32.36' R, 35.02' R _ END PAEMENT MARKING REMOVAL BEGIN ASPHALT PAVEMENT REMOVAL SR167 LINE 1004+92.79, 56.65' R NOTES: CONSTRUCTION NOTES: LEGEND: 1 SEE SHEETS BT120-CPP702 - BT120-CPP703 FOR PAVING PLANS 19 PROTECT IN PLACE 2 SEE SHEETS BT120-CRY701 - BT120-CRY702 FOR TYPICAL 24 REMOVE AND RESET EXISTING SIGN SECTIONS 25 REMOVING MISCELLANEOUS TRAFFIC ITEM 3 SEE SHEETS BT120-CLP701 FOR ILLUMINATION PLANS 4 EXISTING FACILITIES TO BE PROTECTED -IN -PLACE UNLESS OTHERWISE NOTED 5 DEMOLITION OF EXISTING ASPHALT PAVEMENT SHALL BE FULL DEPTH REMOVALS, AND INCLUDE BASE COURSE, IF PRESENT. 6 SEE SHEETS BT120-CMP702 - BT120-CMP703 FOR PAVEMENT MARKING PLAN 7 SEE SHEETS BT120-TNP701 - TNP702 FOR SIGNAGE PLAN DP MR ADDENDUM#1 JK MR ISSUED FORBID CHK APP REVISION DESIGNED BY: M. ROUGH DRAWN BY: M. ROUGH CHECKED BY: J. KEYES APPROVED BY: M. ROUGH SUBMITTED BY: 6/12/2025 R. PARGAS cr .B SR-167 SR167 LINE 1006+00 I n NB SR-167 REMOVING ASPHALT CONC. PAVEMENT CLEARING AND GRUBBING REMOVING PAINT LINE SR167 LINE I ¢vPY y� / ,)o TWEE SR167 LINE 1007+13.28, 32.56' R, 33.98' R ,(' Y SR167DL LINE 84+05 P / WSDO1�s—i�— /--r.-" / cis c+n4c-71 inir 4nnc.-7-7-74 nn "1n1 n FSR167 19SR167DL LINE 85+16.20, 12.27' RI' / �SR167 LINE 1006+23.83, 63.14'R LINE 1006+21.72, 60.58' R I / SR167 LINE 1005+99.95, 86.91' R / I SR167 LINE 1005+81.45, 92.36' R 0 / Lc� k d/ O O o M 0 Ha U) U) W V Z_ O J C'4 ti F- tfl m r �0 W Z_ LU J LU V F- a 20 10 0 20 40 - F SCALE IN FEET VELOPMENT ENGINEERING msippo 11 /25/2025 R-4332598 SCALE: STRIDE BUS RAPID TRANSIT DRAWING No.: LU 1"=20' BT120-CSP702 Q < FILENAME: SOUTH RENTON TRANSIT CENTER RDWY IMP ,sr.RIDE coU)J S1-BT120-CSP702-703 BT120 FACILITY ID: BRT General Engineering Consultant z CONTRACT No.: BT120 SOUNDTRANSIT RTA/CN 0205-24 CIVIL SHEET No.: REV: DATE: REVIEWED BY: DATE: DATE: SITE PREPARATION PLAN 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 SR 167 STA. 1002+50.00 TO STA. 1008+00.00 659 1 N xBRXrefs BRT-CUD05-TB M ` \ m xS1-BTSL1-VRX1 Nt \ xS1-BT120-CAP7 m \ \ xS1-BT120-GZK7 0 `\ \ xS1-BT120-CPP7 V xS1-BT120-CSP7 xS1BT100-140- Q g � \ • , � WSDOT LIMITED ACCESS, TYP xS1--BT120-VSF7 xS1-BT120-VCN7 ► _----M1S-e-�-- GB-SEAL-MR463 --- -���-0p! 00 �--- -- � �� O \\ O , \� O W_ o CD 00 CD o N - a CD SR167 DINE 1008+00.47, 6.96' L 23 SR167 LINE 1008+84.04, 6.00' L 23 � a BEGII�Y� END cl) cl) U , W zo !SBSR 167 E 1008+00 SR167 LINE Coco SID NB SR-167 W � • Z LU s J � SR167 LINE 10 0.50, 7.48' R 23 R I = BEGIN m Q SR167 LINE 1010+00 ,gyp/ • • ii � Aff m— -----W---- �'---- W—l—� W— -- W---- — M---11--/A, p \ I \\ o\ i RAINIER AVE S j i cok/� RAINIERS LINE 200+00.00 I I I 1 �// 1 1 \ =G RADY LINE 150+00.00 \ \ \ I I \ FAIN ERS LINE RAINIERS LIB 02+00 G RADY LINE 150+00 \ m I o — GRADY LINE 150+03.68 =SR167 LINE 1011+46.97 m \ m \ • I m o / o \\ \ 0 O FA �` '1■1 . , , ��i���� �- :2 ����������_=1. --- ---- — - —ter . ����� III /C -�`►� \ • �� v o �----VJ3-41--B------ram- IF.W+-6-11-----W3-8-9----- COMCAST Y I \ o CONSTRUCTION NOTES: LEGEND: 1 SEE SHEETS BT120-CPP702 - BT120-CPP703 FOR PAVING PLANS 23 REMOVING PAINT LINE REMOVING ASPHALT CONC. PAVEMENT (D 0 2 SEE SHEETS BT120-CRY701 - BT120-CRY702 FOR TYPICAL + + + + CLEARING AND GRUBBING o SECTIONS �~', REMOVING PAINT LINE CD 3 SEE SHEETS BT120-CLP701 FOR ILLUMINATION PLANS a U 4 EXISTING FACILITIES TO BE PROTECTED -IN -PLACE UNLESS o OTHERWISE NOTED m 5 DEMOLITION OF EXISTING ASPHALT PAVEMENT SHALL BE c/) FULL DEPTH REMOVALS, AND INCLUDE BASE COURSE, IF rn °° PRESENT. ti 0 6 SEE SHEETS BT120-CMP702 - BT120-CMP703 FOR PAVEMENT MARKING PLAN O U 7 SEE SHEETS BT120-TNP701 - TNP702 FOR SIGNAGE PLAN z 0 Q (D o6 D m O m DESIGNED BY: — 0 M. ROUGH I R011� Q DRAWN BY: oF wASHI��ofY ~o z M. ROUGHS^4S N CHECKED BY: a w BRT General Engineering Consultant N O J. KEYES ��OISTE Mo >a 0 12/10/2024 MR JK MR ISSUED FOR BID APPROVED BY: NAL SUBMITTED BY: DATE: REVIEWED BY: 04 �j No. DATE DSN CHK I APP I REVISION M. ROUGH 12/02/2024 R. PARGAS 12/10/2024 J. ALTCHECH 0 m\c 10 -n SS o SCALE: 1 "=20' Q LU FILENAME: - Q U co U) w J S1-BT120-CSP702-703 z w SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: DATE: 12/10/2024 12/10/2024 m... ►— wo I— _ ► _ _ ss \ f I I � 20 10 0 20 40 SCALE IN FEET DEVELOPMENT ENGINEERING msippo 11 /25/2025 R-4332599 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER RDWY IMP BT120-CSP703 BT120 FACILITY ID: CIVIL BT120 SHEET No.: REV: SITE PREPARATION PLAN 660 0 SR 167 STA.1008+00.00 TO STA. 202+00.00 N Xrefs: M xBRT-CUD2-TB2 xS1-BTSL1-VRX1 xS1-BT120-CAP7 xS1-BT120-GZK7 Q xS1BT120-CDP1 xS1-BT120-CSP7 xS1-BT120-CPP7 Q xS1-BT120-VSF7 xS1-BT120-CTP7 GB-SEAL-SS563 xS1-BT120-CTN7 cn w R cn cn H w cn Z Lii J V a SR-167 SB SR-167 NB SB WA-167 NB WA-167 SR167AL_NB LINE 2+00 I — BT 120-C_SR 167 i A`_NB LINE V —SL1-1=S--1---SL1-1—� ESP �SL1-1� HVS —su_1� HVS C� o GENERAL NOTES: N CD 1. CONTRACTOR SHALL MAINTAIN AND ADJUST U TEMPORARY EROSION AND SEDIMENT CONTROL o (TESC), AS NEEDED. 2. PROTECT EXISTING TREES AND SHRUBS UNLESS m NOTED FOR REMOVAL. FOR SITE PREPARATION co PLANS, SEE DRAWINGS BT120-CXP701-703. m 3. PROTECT EXISTING DRAINAGE STRUCTURES SUCH 00 rl- AS CATCH BASINS, MANHOLES AND PIPES UNLESS NOTED FOR REMOVAL. SEE DRAWINGS o BT120-CXP701-703. 4. REFER TO COR STD PLAN 220.20 FOR TRENCHING O U AND SAWCUT LIMITS C� 5. AT A MINIMUM, DISTURBED AREAS SHALL BE z SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY U) AFTER FINAL APPROVAL. z O 6. SEE SITE PREPARATION PLANS, DRAWINGS U z BT120-CXP701-703, FOR FLOODPLAIN EXCAVATION IY m AREA INFORMATION. 7. AN ADMINISTRATIVE ORDER WAS ISSUED WITH THE O NPDES CONSTRUCTION PERMIT FOR THE PROJECT. @) STORMWATER TREATMENT AND SAMPLING IS (D REQUIRED AS PART OF THE PERMIT. SEE NPDES U) Y PERMIT WAR314062 FOR DETAILS. (D — v¢) _ U) 06 m Y I Q U) U) m —O U a CV (D z Y Lo N 1 06/13/2025 SS RP SS ADDENDUM #1 " 0 12/10/2024 SS RP SS ISSUED FOR BID o o U No. DATE DSN CHK APP REVISION 3Y-00 "at1,1\ •y VS , "*- -, EROSION AND SEDIMENT CONTROL NOTES: 1O INSTALL HIGH VISIBILITY SILT FENCE PER WSDOT STD PLAN 1-30.17-01 SEE SHEET BT120-CTD701, HVF SHALL BE PLACED AROUND THE TRENCH AREA WHILE MAINTAINING PUBLIC ACCESS PER WSDOT STANDARD PLAN 1-10.10-01. 2O INSTALL INLET PROTECTION PER WSDOT STD PLAN 1-40.20-00 SEE SHEET BT120-CTD702. FOR ADDITIONAL INLET PROTECTION, A SANDBAG BARRIER SHALL BE PLACED UPSTREAM OF CATCH BASIN PER CITY OF RENTON STANDARD PLAN 216.50 SEE SHEET BT120-CTD703. DESIGNED BY: S. SRIDHARAN DRAWN BY: H. ONG CHECKED BY: R. PARISH APPROVED BY: S. SRIDHARAN fa- SUBMITTED BY: 6-9-2025 R. PARGAS I I I cn 0 I I SR-167 SB I cn cn I SR-167 NB bb' SR-1 b r l i SR167 LINE 1006+00 / R 67 LI --- --- --- --- --- ---==EF± --- -- - / �o _r7/ �i y� SR167DL LINE 84+05:-167 NB �/ + + 4 + + + + 4 + 4 + 4 + 4 + 4 + + + / + + his#�+ ++++++++++ +++++++++ �+++ ++++++ + + + + + + + + + + + + + + + s+ + / + + + + + + + + + + + + + + + + + + + + + + + �e*+ + / / 1— + + + + + + + + + + + + +++++++++++++ +++++++ + nN ++++++++ ++ s b / + + + + + + + + + ++ + + + + + + + + + + + + + + + + ++++++++++ +++++++++++++ + Q Nb / S cn +++++++++++++++++ 100 / 2 /� — S _ * * * * * * + ' + ' + ' + + + + FLOOD, LAIN EXCAV ION ARE � � _. 1. + + + + + + + + + + + + + + + + J Ci �-f'M� ++++++++++++++ +*+++++++++++ +++++++++++++ /' u5,t' ++++++++++++ ++++++++++ ++++++++ ++++ INV , o / II 0 W / / Z /O � �O / cv o?7 ^Q"d / JVSDOT LIMITED ACCESS co / / 0 co / 0 /0 p INLET PROTECTION HVS HVS HIGH VISIBILITY SILT FENCE RIGHT-OF-WAY LINE WSDOT LIMITED ACCESS PROPERTY LINE REMOVE ASPHALT PAVEMENT ++++++++++ ` * ` * ` * ` * ` * ` CLEARING AND GRUBBING +++++++++++ +++++++++++ ++++++++++ S rRIDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH SCALE: 1 "=20' Q J FILENAME: - U r=—w U) c/) w _j S1-BT120-CTP702 z SouNDTRANSIT CONTRACT No.: ,11 RTA/CN 0205-24 DATE: DATE: 12/10/2024 12/10/2024 U) w 2 Lu w O Z Lii Z_ J V a 20 10 0 20 40 SCALE IN FEET DEVELOPMENT ENGINEERING msippo 11 /25/2025 R-4332600 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER RDWY IMP BT120-CTP702 BT120 FACILITY ID: CIVIL BT120 SHEET No.: REV: EROSION AND SEDIMENT CONTROL PLAN SR167 STA. 1002+50.00 TO STA. 1008+00.00 661 1 Xrefs: xBRT-CUD05- GB-SEAL-SS5 0 ti 0 ti 0 U 0 N m Cn rn ti 0 0 2E 0 d z J Z) i) z 0 U z 0 00 U) 0 _ (n Y 0 m I U) m ---- - 0 ---- Q ---- 14? z - --- o Y rn 0 o No. U (D POST -SEE STANDARD w SPECIFICATION, SECTION 8-01.3(9)A W m J J_ �y m z GEOTEXTILE BACKFILLED & COMPACTED NATIVE SOIL vvvvv�� BURY GEOTEXTILE IN TRENCH FASTEN GEOTEXTILE TO POST EVERY 6" (IN.) O.C. 0 SELF-LOCKING TIE -NYLON 6/6 (MIN. GRADE), 120# MIN. TENSILE STRENGTH, UV STABILIZED I � I � � I � I � l N I 4 A I �I ti I �I NOTE DURING EXCAVATION, MINIMIZE DISTURBING THE GROUND AROUND TRENCH AS MUCH AS IS FEASIBLE, AND SMOOTH SURFACE FOLLOWING EXCAVATION TO AVOID CONCENT- RATING FLOWS. COMPACTION MUST BE ADEQUATE TO / PREVENT UNDERCUTTING FLOWS. TYPICAL INSTALLATION DETAIL (STEEL POSTS SHOWN) SEE NOTE 1 Q4` 12/10/2024 SS RP SS ISSUED FOR BID DATE DSN CHK APP REVISION DESIGNED BY: S. SRIDHARAN DRAWN BY: H. ONG CHECKED BY: R. PARISH APPROVED BY: S. SRIDHARAN 12 SUBMITTED BY: 4 R. PARGAS sh- �F� O� N�� / Iln flu / / / / II / / / II � II / II / / / TYPICAL HIGH VISIBILITY SILT FENCE WITHOUT BACKUP SUPPORT ISOMETRIC (STEEL POSTS SHOWN) NOTES 1. Angle Terminal end uphill 24" (in) to 48" (in) to prevent flow around fence (Typical). 2. Perform maintenance in accordance with Standard Specification, Sections 8-01.3(9)A and 8-01.3(15). 3. Splices shall never be placed in low spots or sump locations. If splices are located in low or sump areas, the fence may need to be reinstalled unless the Project Engineer approves the installation. 4. Install silt fencing parallel to mapped contour lines. SEE NOTE 1 I� I / II II I GEOTEXTILE FOR HIGH VISIBILITY SILT FENCE COLOR - ORANGE — SEE STANDARD SPECIFICATION SECTION 9-33.2 (1), TABLE 6 POST WOOD OR STEEL (TYPICAL) FASTEN GEOTEXTILE TO POST EVERY 6" (IN.) O.C. FABRIC (GEOTEXTILE) (TYPICAL) SPLICED FENCE SECTIONS SHALL BE CLOSE ENOUGH TOGETHER TO PREVENT SILT LADEN WATER FROM ESCAPING THROUGH THE FENCE AT THE OVERLAP. JOINING SECTIONS SHALL NOT BE PLACED IN LOW SPOTS OR IN SUMP LOCATIONS. DEVELOPMENT ENGINEERING * �IL SPLICE DETAIL msippo 11 /25/2025 %j (WOOD POSTS SHOWN) R-4332601 SCALE: Q J NTS Q U FILENAME: U) Cn J S 1-BT120-CTD701-703 BRT General Engineering Consultant z CONTRACT No.: sovN�TRaNs�r RTA/CN 0205-24 DATE: REVIEWED BY: DATE: DATE: 12/10/2024 1 J. ALTCHECH 12/10/2024 12/10/2024 of WAS pE E H,q ',� o C , % Q 2 � 0 oN '9 7 ►�V g 6 0' OS ?2 EX p c4 P E A�G� Hartwig, Juli _ k 7 ` Jun 4 2019 10:48 AM cosi8n HIGH VISIBILITY SILT FENCE STANDARD PLAN 1-30.17-01 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Roark, Steve Jun 12 2019 7:42 AM cosi8n STATE DESIGN ENGINEER Washington State Department of Transportation TrAf STRIDE BUS RAPID TRANSIT CENTER SOUTH RENTON TRANSIT CNTER RDWY IMP BT120 CIVIL TESC DETAILS DRAWING No.: BT120-CTD701 FACILITY ID: BT120 SHEET No.: REV: 662 0 Xrefs: xBRT-CUD05- GB-SEAL-SS5 M 2 cn Y Q cn 75 a ai `I N Co N O N co co W M O ti O ti U 0 N m cn m O ti O O U C� Z_ I— Z) U) Z O U Z ry O m U) O C� Y Q m I Cl) 0o O U Q C� Z_ Y ry O n U Xrefs: xBRT-CUD05- GB-SEAL-SS5 N co co w 1 M CD ti CD ti 0 U 0 N m rn 0 O U z J U) z O U z m �O V Y Q C� U) U) m Y � Q(n ---- U) Go U ---- �, z 6i Y N 0 o U No. l `MILM q 3 THE gpNTRIBUT( PRAINAGE PR A MUST NC7T F o �5'a. 1 i�cd. 7E j[-�",r. f•.� a. h•�e!! "x :. `'S� �S • IFAIq YEe oil AGS Or BUFtL�P' f�'INOVEN - til L- it, SHALL'E ItILLED 1NITH 6RAwltl- LA1'�F�ED . CKE& TiG"HTLY, — Y • y 33'. `� ivy c _. d + 11111111 ,. �M c._ &ii_ ii�Y'a.. 'I - }S:.•. y ---- ---- ---- ---- ---- 12/10/2024 SS RP ICHK SS 1APP ISSUED FORBID DATE DSN IREVISION DESIGNED BY: S. SRIDHARAN DRAWN BY: H. ONG CHECKED BY: R. PARISH APPROVED BY: S. SRIDHARAN 1' SUBMITTED BY: 12-02-2024 R. PARGAS 9 k QLu J U co 4Sr)?IDE U) W J BRT General Engineering Consultant J LL SOUNDTRANSIT DATE: REVIEWED BY: DATE: 12/10/2024 1 J. ALTCHECH 12/10/2024 SCALE: NTS FILENAME: S 1-BT120-CTD701-703 CONTRACT No.: RTA/CN 0205-24 DATE: 12/10/2024 R-4332603 DEVELOPMENT ENGINEERING msippo 11 /25/2025 STRIDE BUS RAPID TRANSIT CENTER DRAWING No.: SOUTH RENTON TRANSIT CNTER RDWY IMP BT120-CTD703 BT120 FACILITY ID: CIVIL BT120 SHEET No.: REV: TESC DETAILS 664 0 C'7 N T N 0O It N U Xrefs: M xBRT-CUD05-TB xS1-BTSL1-VRX1 xS 1-BT120-CAP7 Q xS1-BT120-GZK7 xS1-BT120-CGP xS1-BT120-CMP xS1-BT120-CPN7 Q xS1-BT120-CPP7 xS1-BT120-ELP7 xS1-BT120-TNP7 xS1-BT120-TSP7 xS1-BT140-CZN001 xS1-BT120-CRP701 dS1-BT120-CGS001 xS1-BT120-VSF700 GB-SEAL-MR46378 dS1-BT120-CGS700 SB SR-167 SR167 LINE SR167 LINE 1004+00 NB SR-167 SR167 LINE 1003+68.93, 32.35' R 11 BEGIN MATCH EXISTING 1 2 3 ��� / p n S R 167 LINE 1005+70.07, 52.30' RT 11 / AP - -27- E/P 27.28'- �~ � / �O SR167 LINE 1005+72.57, 52.30' RT 27 y/ / END ANCHOR f If END 2:1 SLOPE BEHIND GUARDRAIL p BEGIN 4:1 SLOPE SR167 LINE 1007+13.28, 32.56' R�11 FG 27.26' END MATCH EXISTING dL / - R167 LIN - I _ SR167 LINE 1006+34.40, 56.32' RT PC, FL SR167 LINE 1007+13.28, 33.98' R 11 O E/P 27.29' MATCH EXISTING + -77� 00 / / O 7 /0 �M GO /j Q� I o 8 0 / H� SR167AL_Ng LINE 2+00 N g 10:1 MAX o 0 0-SR167DL LINE 84+05 �° a SLOPE �" <� - / I - o o W SR167AL_NB LINE 11 `� o I o o / Z_ O o o \ 101 MAX 0 N o - _, _ LI?/'AQ, o o SLOPE 27 15 N 22 / N 1CV Q O lOdS 6%,q4 �r��� - - - - F �Ac / F x0 � Q � � � / to t NF - ��- Q0n 17 O - �, - �Ci-1 - rs-,-�- WSDO1Ts-i�/--r.�,-� w 0 8 -E c 4:1 SLOPE Off' `� i 4 2:1 MAX - �� SR167 LINE 1006+77.71, 44.29 R 11 _�s�`" Lii 0 SR167 LINE 1003+68.93, 35.02 R SR/ 2:1 SL E 1 / c,� 14 PC '=' s i _- _ W \ 6 SLOPE _ - ,MATCH EXISTING =� Z MATCH EXISTING 10 ��� 6 23 26 / 16 C r - �' �.LLJ _ F �- 2 24 S 20 �SR167 LINE 1004+40.72, 63.85' R Y PC, E/P MATCH EXISTING SR167 LINE 1004+57.73, 56.72' RT 25 • BEGIN GUARDRAIL TYPE 31 -NON-FLARED TERMINAL FG 27.02' SR167 LINE 1004+61.49, 56.30' RT 11 AP E/P 27.07' SR167 LINE 1004+87.72, 53.28' RT 24 C25 [END GUARDRAIL TYPE 31 NON -FLARED TERMINAL BEGIN GUARDRAIL FG 27.38' SR167 LINE 1004+97.27, 52.30' RT 11 AP E/P 27.42' I 07 0 R167 LINE 1006+00 I 12 13 o,, I Q SR167 LINE 1005+60.07, 52.30' RT 18 ,�O / 21 // 7 24 END GUARDRAIL 19 ��0 / -�° / /• 28 O BEGIN ANCHOR / 0 05 � FG 27.38' 0' R167 LINE 1005+74.17, 56.31' RTC / ( SR167 LINE 1006+36.72, 63.60' S�A oz /` PT /� E P 27.17' � 1 r J / ��O / 1 w END 4:1 SLOPE I ' � � MATCH EXISTING -' SR167 LINE 1004+42.56, 56.30' RT11 i/ = I / MA� �1�0 co / / I I ./ PT ' N , _ I v FLOODPLAIN EXCAVATION AREA E/P 27.27' / `� ^ ti \ /' CONTRACTOR SHALL PROVIDE 15 CY OF 4 � o f COMPENSATORY FLOOD PLAIN STORAGE I co EXCAVATION AS IDENTIFIED BY THE SPOT ELEVATIONS SHOWN FOR THIS AREA NOTES: CONSTRUCTION NOTES: 1 SEE SHEETS BT120-CRY701 - BT120-CRY702 FOR TYPICAL ROADWAY SECTIONS 11 INSTALL HMA ROADWAY PAVEMENT PER TYPICAL SECTIONS SHEETS x 2 SEE SHEETS BT120-CXP702 - BT120-CXP703 FOR SITE PREPARATION PLANS 24 INSTALL BEAM GUARDRAIL TYPE 31 PER WSDOT STD O PLAN C-20.10-09. SEE NOTE 5 ON THIS SHEET. 0 3 SEE SHEETS BT120-CMP702 - BT120-CMP703 FOR PAVEMENT o MARKING PLAN 25 INSTALL BEAM GUARDRAIL TYPE 31 NON -FLARED N TERMINAL (POSTED SPEED 45MPH AND BELOW), CD 4 SEE SHEETS BT120-RPP701 FOR RIGHT-OF-WAY PLAN MAX -TENSION (TL-2), PER WSDOT STD PLAN C-22.45-07. a SEE NOTE 5 ON THIS SHEET 0 5 POTHOLE PRIOR TO THE INSTALLATION OF GUARDRAIL TO `" IDENTIFY LOCATION OF UNDERGROUND ELECTRICAL AND 27 INSTALL BEAM GUARDRAIL TYPE 31 ANCHOR TYPE 11 m ENSURE THERE ARE NO CONFLICTS BETWEEN THE PER WSDOT STD PLAN C-23.70-01 PROPOSED GUARDRAIL POSTS AND THE EXISTING m UNDERGROUND ELECTRICAL LEGEND: co 6 ALL THE SLOPE RATIOS SHOWN ARE HORIZONTAL TO C CUT LINE o VERTICAL O U U z 0 U (D D = Q (D O Go �U) Go -O U as 00 (D z N Y N 1 06/13/2025 MR DP MR ADDENDUM#1 o a 0 12/10/2024 MR JK MR ISSUED FORBID o U No. DATE DSN CHK APP REVISION F FILL LINE GUARDRAIL - - - - - - - GRADING LINE HMA PER TYPICAL SECTIONS BT120-CRY701 DESIGNED BY: M. ROUGH DRAWN BY: M. ROUGH CHECKED BY: J. KEYES APPROVED BY: M. ROUGH SUBMITTED BY: 6/12/2025 R. PARGAS FINISHED GROUND POINT TABLE POINT NO. SR 167 LINE STA./OFFSET ELEVATION DESCRIPTION 1 1004+25.85, 44.30 R 27.38' FG 2 1004+42.62, 44.30 R 27.39' FG 3 1004+57.96, 44.30 R 27.29' FG 4 1004+58.01, 59.21 R 26.78' FG 5 1004+70.26, 63.08 R 26.40' MATCH EXISTING/FL 6 1004+58.42, 62.68 R 26.59' FL 7 1006+68.00, 44.31 R 27.49' FG 8 1004+92.47, 55.35 R 27.15' FG 9 1004+87.99, 57.36 R 27.05' AP 10 1004+29.79, 56.37 R 27.32' FG 11 1004+25.81, 56.39 R 27.31' FG 12 1006+34.04, 44.30 R 27.42' FG 13 1006+47.21, 48.30 R 27.38' FL 14 1006+68.00, 46.30 R 27.48' FL 15 1006+14.40, 56.30 R 27.05' GRADE BREAK 16 1006+46.63, 44.30 R 27.46' FG FINISHED GROUND POINT TABLE POINT NO. SR 167 LINE STA./OFFSET ELEVATION DESCRIPTION 17 1005+66.87, 68.08 R 25.23' MATCH EXISTING 18 1005+69.97, 87.51 R 25.45' MATCH EXISTING 19 1005+81.45, 92.36 R 26.29' MATCH EXISTING 20 1005+99.95, 86.91 R 26.99' MATCH EXISTING 21 1006+23.83, 63.14 R 26.59' MATCH EXISTING 22 1006+21.72, 60.58 R 26.54' MATCH EXISTING 23 1005+70.83, 65.41 R 25.62' MATCH EXISTING 24 1005+67.99, 80.53 R 25.00' MATCH EXISTING 25 1005+80.70, 78.54 R 25.10' FG 26 1005+96.53, 73.02 R 25.20' FG 27 1006+10.33, 67.72 R 25.30' FG 28 1006+23.01, 62.14 R 26.57' MATCH EXISTING SCALE: Q LU 1 "=20' Q FILENAME: 4S w U co w J S1-BT120-CPP702-703 BRT General Engineering Consultant z SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: REVIEWED BY: DATE: DATE: 12/10/2024 1 J. ALTCHECH 12/10/2024 12/10/2024 N 20 10 0 20 40 SCALE IN FEET DEVELOPMENT ENGINEERING msippo 11 /25/2025 R-4332604 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER RDWY IMP BT120-CPP702 BT120 FACILITY ID: CIVIL BT120 SHEET No.: REV: PAVING PLAN SR 167 STA. 1002+50.00 TO STA. 1008+00.00 665 1 N Xrefs: M xBRT-CUD05-TB xS1-BTSL1-VRX1 xS1-BT120-CAP7 Q xS1-BT120-GZK7 xS1-BT120-CGP xS1-BT120-CMP xS1-BT120-CPN7 Q xS1-BT120-CPP7 Uj xS1-BT120-ELP7 xS1-BT120-TNP7 xS1-BT120-TSP7 xS 1-BT100-140-CZN001 xS1-BT120-CRP701 dS1-BT120-CGS001 xS1-BT120-VSF700 GB-SEAL-MR46378 \ I I \o WSDOT LIMITED ACCESS, TYP I \ J O ' 1SW00 - - - - -- -- , o \ ///% /%%% / / / /%%% //// %/% %// /// I \ l.�► _ _ 0 24 %- \ �i-i-ii7;714'�i-i1-u_�ir�iLii i iiiiii i�.i--i iii 25 E .26 •` 1" 0 I D I CD / — — -27 - \ 0 \ + / \ I \ \ 00 — o / \---- W----W— — W—l—�W— o N �a ; \ Q / \ O \ \ O \ RAINIER A VE S a \ W SB SR-167 \�'p RAINIERS LINE 200+00.00 ' Z_ O \ \ =GRADY LINE 150+00.00 o\ J N SR167 LINE \ \ RAINIERS LINE - E 1908+00 SR167 LINE 1010+00 \ o --89 --- -- --- --- �, m n> s GRADY LINE 150+00 \ C7 GRADY LINE 150+03.68 r cf) / NB SR-167 = o r =SR167 LINE 1011+46.97 \ \ �` \ • lLl p LLJ / a I 7 DE J W o Z\ � _� R m \ J o I— I O \ \ \ +�- 3�- \O --- -27 _ - _-_3__�-3----- \ WSDOTFO \ J-Eb-1 --E2-1-9- -�-�-� - --et-t-o- - - - - 3 - - 3 - \ -n _ �� I F \ G O O __ iS �-&D - --8 — —�S —SD a-- SD --- SD -- D — - r a wa-1 ^ -26 /01 �` �25,-1 = Sp >-s \ \ Dp� \O o �o - — wz-e-9— - — TO-8-9— - - — rrs-e-o-- - e 9, SR167 LINE 1009+10.50, 9.51' R 9 SR167 LINE 1010+78.50, 10.20' R ' ` / Q \ J/ ss \ / ---Foo-1-9— COFFO--o-_BE-GIN F� - _--a-t-L3— END _----PSEE \� \ \� \ s lo-�---- N-- PSE O \ NOTES: 1 SEE SHEETS BT120-CRY701 - BT120-CRY702 FOR TYPICAL ROADWAY SECTIONS CD 0 2 SEE SHEETS BT120-CXP702 - BT120-CXP703 FOR SITE c-i PREPARATION PLANS 0 ti 0 3 SEE SHEETS BT120-CMP702 - BT120-CMP703 FOR PAVEMENT a MARKING PLAN a U 0 4 SEE SHEETS BT120-RPP701 FOR RIGHT-OF-WAY PLAN °0 5 POTHOLE PRIOR TO THE INSTALLATION OF GUARDRAIL TO U) IDENTIFY LOCATION OF UNDERGROUND ELECTRICAL AND 00 ENSURE THERE ARE NO CONFLICTS BETWEEN THE PROPOSED GUARDRAIL POSTS AND THE EXISTING o UNDERGROUND ELECTRICAL 0 6 ALL THE SLOPE RATIOS SHOWN ARE HORIZONTAL TO VERTICAL z 0 D Q _ c� 06 D m Ui �m _o �a O Z in Y —0 a 0 12/10/2024 MR JJK MR JISSUEDFORBID �j No. DATE DSN I CHK I APP I REVISION CONSTRUCTION NOTES: O9 INSTALL PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64-03 DESIGNED BY: M. ROUGH I R011� DRAWN BY: �� of wASHI��ofY M. ROUGH 4S CHECKED BY: o Qz: BRT General Engineering Consultant J. KEYES �� IST0R APPROVED BY: s�IONAL ' � SUBMITTED BY: DATE: REVIEWED BY: M. ROUGH 12/02/2024 R. PARGAS 12/10/2024 J. ALTCHECH SCALE: 1 "=20' Q J FILENAME: - Q U cf) U) w J S1-BT120-CPP702-703 z w SOUNDTmNSIT CONTRACT No.: RTA/CN 0205-24 DATE: DATE: 12/10/2024 12/10/2024 ��' o I Irml/ I 1 C I I 1 0 2 INIERS LSE 202+00 ---L-- m I o _/ 1► — ,n rn -W-i- I 20 10 0 20 40 SCALE IN FEET DEVELOPMENT ENGINEERING Is msippo 11 /25/2025 mmmj R-4332605 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER RDWY IMP BT120-CPP703 BT120 FACILITY ID: CIVIL BT120 SHEET No.: REV: PAVING PLAN SIR 167 STA. 1008+00.00 TO STA. 202+00.00 666 0