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Home My WebLink AboutAPPROVED_SRTC IFB Design Drawings Book 1 of 3C ENTRAL PUGET SOUND REGIONAL TRANSIT AUTHORITY DRAWING No.: SHEET No.:REV: LOCATION ID: 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 REVIEWED BY: NAME: TITLE: DATE: 06 / 1 2 / 2 5 | 1 : 2 3 P M | Y S H E N C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - S H E N Y \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - G Z T 0 0 1 . D W G PREPARED BY: SUBMITTED BY: NAME: TITLE: DATE: STRIDE BUS RAPID TRANSIT RTA/CN 0205-24 SOUTH RENTON TRANSIT CENTER ISSUED FOR BID MAY 2025 RICARDO PARGAS PROJECT MANAGER JOEY ALTCHECH PROJECT MANAGER BT120-GZT001 BT120 S1-BT105 VOLUME 1 AND ROADWAY IMPROVEMENTS GENERAL ENGINEERING CONSULTANT SERVICES CONTRACT LOCATION MAP PROJECT LOCATION N 001 1 1 06/12/2025 06/12/2025 BOOK 1 OF 3 jding 11/05/2025 CURRENT PLANNING REGIONAL FIRE AUTHORITY cthomas 11/05/2025 APPROVED Surface Water Enginering jfarah 11/10/2025 WATER UTILITY ABDOUL GAFOUR 11/12/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 WASTEWATER UTILITY jstowell 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 PR 2 1 - 0 0 0 0 9 5 LU A 2 4 - 0 0 0 2 3 3 R-433201 CIVIL CONSTRUCTION PERMIT #C24002123: COR CONDITIONS OF APPROVAL ARE LISTED ON SHEET 007 - BT120-GZL006 TRANSPORTATION OPERATION CBarnes 12/01/2025 1 BT120-GZT001 1 GENERAL COVER SHEET 2 BT120-GZI001 A GENERAL INDEX OF DRAWINGS 3 BT120-GZI002 A GENERAL INDEX OF DRAWINGS 4 BT120-GZI003 A GENERAL INDEX OF DRAWINGS 5 BT120-GZI004 A GENERAL INDEX OF DRAWINGS 6 BT120-GZI005 A GENERAL INDEX OF DRAWINGS 7 BT120-GZI006 A GENERAL INDEX OF DRAWINGS 8 BT120-GZI701 A GENERAL INDEX OF DRAWINGS 9 BT120-GZK000 0 GENERAL PROJECT LOCATION ID PLAN 10 BT120-GZK001 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 18 BT120-RMP501 1 RIGHT OF WAY MONUMENT PLAN 19 BT120-RPP101 1 RIGHT OF WAY PROPOSED PLAN RAINIER STA 200+00 TO RAINIER STA 204+00 20 BT120-RPP102 A RIGHT OF WAY PROPOSED PLAN RAINIER STA 204+00 TO RAINIER STA 208+50 21 BT120-RPP103 1 RIGHT OF WAY PROPOSED PLAN RAINIER STA 208+50 TO RAINIER STA 214+00 22 BT120-RPP104 A RIGHT OF WAY PROPOSED PLAN GRADY STA 151+00 TO GRADY STA 156+50 23 BT120-RPP105 1 RIGHT OF WAY PROPOSED PLAN GRADY STA 156+50 TO GRADY STA 160+46 24 BT120-RPP106 1 RIGHT OF WAY PROPOSED PLAN LAKE STA 401+50 TO LAKE STA 405+55 25 BT120-RPP201 A RIGHT OF WAY PROPOSED PLAN 26 BT120-RPP202 A RIGHT OF WAY PROPOSED PLAN 27 BT120-RPP203 A RIGHT OF WAY PROPOSED PLAN 28 BT120-RPP204 A RIGHT OF WAY PROPOSED PLAN 29 BT120-RPP205 A RIGHT OF WAY PROPOSED PLAN 30 BT120-CAP100 1 CIVIL ALIGNMENT PLAN AREA PLAN 31 BT120-CAP101 1 CIVIL ALIGNMENT PLAN RAINIER STA 200+00 TO RAINIER STA 204+00 32 BT120-CAP102 1 CIVIL ALIGNMENT PLAN RAINIER STA 204+00 TO RAINIER STA 208+50 33 BT120-CAP103 1 CIVIL ALIGNMENT PLAN RAINIER STA 208+50 TO RAINIER STA 212+42.13 34 BT120-CAP104 1 CIVIL ALIGNMENT PLAN GRADY STA 151+00 TO GRADY STA 156+50 35 BT120-CAP105 1 CIVIL ALIGNMENT PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 36 BT120-CAP106 1 CIVIL ALIGNMENT PLAN LAKE STA 401+50 TO LAKE STA 405+50 37 BT120-CAP107 1 CIVIL ALIGNMENT PLAN LAKE STA 405+50 TO LAKE STA 408+28.91 38 BT120-CAP201 1 CIVIL ALIGNMENT PLAN S RENTON TRANSIT CENTER 39 BT120-CAP202 1 CIVIL ALIGNMENT PLAN S RENTON TRANSIT CENTER 40 BT120-CAP203 1 CIVIL ALIGNMENT PLAN S RENTON TRANSIT CENTER 41 BT120-CAP204 1 CIVIL ALIGNMENT PLAN S RENTON TRANSIT CENTER 43 BT120-CRY101 1 CIVIL TYPICAL SECTIONS RAINIER AVE S 44 BT120-CRY102 1 CIVIL TYPICAL SECTIONS RAINIER AVE S AND HARDIE AVE SW 45 BT120-CRY103 0 CIVIL TYPICAL SECTIONS S RENTON TRANSIT CENTER 46 BT120-CRY104 1 CIVIL TYPICAL SECTIONS GRADY WAY 47 BT120-CRY105 1 CIVIL TYPICAL SECTIONS GRADY WAY AND PARKING LOTS 48 BT120-CRY106 1 CIVIL TYPICAL SECTIONS LAKE AVE S AND RAINIER AND LAKE DRIVEWAY 66 BT120-CSP100 1 CIVIL SITE PREPARATION PLAN AREA PLAN AND GENERAL NOTES 67 BT120-CSP101 1 CIVIL SITE PREPARATION PLAN RAINIER STA 200+00 TO RAINIER STA 204+00 68 BT120-CSP102 1 CIVIL SITE PREPARATION PLAN RAINIER STA 204+00 TO RAINIER STA 208+50 69 BT120-CSP103 1 CIVIL SITE PREPARATION PLAN RAINIER STA 208+50 TO RAINIER STA 212+42.13 70 BT120-CSP104 1 CIVIL SITE PREPARATION PLAN GRADY STA 151+00 TO GRADY STA 156+50 71 BT120-CSP105 1 CIVIL SITE PREPARATION PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 72 BT120-CSP106 1 CIVIL SITE PREPARATION PLAN LAKE STA 401+50 TO LAKE STA 405+55.16 73 BT120-CSP107 1 CIVIL SITE PREPARATION PLAN LAKE STA 405+50 TO LAKE STA 408+28.91 74 BT120-CSP201 1 CIVIL SITE PREPARATION PLAN S RENTON TRANSIT CENTER 75 BT120-CSP202 1 CIVIL SITE PREPARATION PLAN S RENTON TRANSIT CENTER 76 BT120-CSP203 1 CIVIL SITE PREPARATION PLAN S RENTON TRANSIT CENTER 77 BT120-CSP204 1 CIVIL SITE PREPARATION PLAN S RENTON TRANSIT CENTER 78 BT120-CSP205 1 CIVIL SITE PREPARATION PLAN S RENTON TRANSIT CENTER 79 BT120-CSS101 1 CIVIL SITE PREP POINT TABLE 80 BT120-CSS102 1 CIVIL SITE PREP POINT TABLE 42 BT120-CHP101 0 CIVIL TRAFFIC HAUL PLAN SOUTH RENTON TRANSIT CENTTER 49 BT120-CTP100 1 CIVIL TESC PLAN AREA PLAN AND GENERAL NOTES 50 BT120-CTP101 1 CIVIL TESC PLAN RAINIER STA 200+00 TO RAINER STA 204+00 51 BT120-CTP102 1 CIVIL TESC PLAN RAINER STA 204+00 TO RAINIER STA 208+50 52 BT120-CTP103 1 CIVIL TESC PLAN RAINIER STA 208+50 TO RAINIER STA 212+42.13 53 BT120-CTP104 1 CIVIL TESC PLAN GRADY STA 151+00 TO GRADY STA 156+50 54 BT120-CTP105 1 CIVIL TESC PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 55 BT120-CTP106 1 CIVIL TESC PLAN LAKE STA 401+50 TO LAKE STA 405+50 56 BT120-CTP201 1 CIVIL TESC PLAN S RENTON TRANSIT CENTER 57 BT120-CTP202 1 CIVIL TESC PLAN S RENTON TRANSIT CENTER 58 BT120-CTP203 1 CIVIL TESC PLAN S RENTON TRANSIT CENTER 59 BT120-CTP204 1 CIVIL TESC PLAN S RENTON TRANSIT CENTER 60 BT120-CTP205 1 CIVIL TESC PLAN S RENTON TRANSIT CENTER 61 BT120-CTN101 1 CIVIL STANDARD TESC NOTES 62 BT120-CTD101 0 CIVIL STANDARD TESC DETAILS 63 BT120-CTD102 0 CIVIL STANDARD TESC DETAILS 81 BT120-CPP100 1 CIVIL PAVING PLAN AREA PLAN AND GENERAL NOTES 82 BT120-CPP101 2 CIVIL PAVING PLAN RAINIER STA 200+00 TO RAINIER STA 204+00 83 BT120-CPP102 2 CIVIL PAVING PLAN RAINIER STA 504+00 TO RAINIER STA 208+50 84 BT120-CPP103 A CIVIL PAVING PLAN RAINIER STA 208+50 TO RAINIER STA 212+42.13 85 BT120-CPP104 2 CIVIL PAVING PLAN GRADY STA 151+00 TO GRADY STA 156+50 86 BT120-CPP105 1 CIVIL PAVING PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 87 BT120-CPP106 2 CIVIL PAVING PLAN LAKE STA 401+50 TO LAKE STA 405+55.16 88 BT120-CPP201 2 CIVIL PAVING PLAN S RENTON TRANSIT CENTER 89 BT120-CPP202 2 CIVIL PAVING PLAN S RENTON TRANSIT CENTER 90 BT120-CPP203 A CIVIL PAVING PLAN S RENTON TRANSIT CENTER 91 BT120-CPP204 A CIVIL PAVING PLAN S RENTON TRANSIT CENTER 92 BT120-CPP205 1 CIVIL PAVING PLAN S RENTON TRANSIT CENTER 93 BT120-CPS101 1 CIVIL PAVING PLAN POINT TABLES 94 BT120-CPS102 1 CIVIL PAVING PLAN POINT TABLES 95 BT120-CPS103 1 CIVIL PAVING PLAN POINT TABLES 96 BT120-CPS104 1 CIVIL PAVING PLAN POINT TABLES 97 BT120-CPS105 0 CIVIL PAVING PLAN POINT TABLES 98 BT120-CPS106 1 CIVIL PAVING PLAN POINT TABLES 99 BT120-CPS107 A CIVIL PAVING PLAN POINT TABLES 100 BT120-CPS108 0 CIVIL PAVING PLANS POINT TABLES 101 BT120-CAV101 1 CIVIL VERTICAL ALIGNMENT N TRANSIT CENTER 102 BT120-CAV102 1 CIVIL VERTICAL ALIGNMENT S TRANSIT CENTER 103 BT120-CAV103 1 CIVIL VERTICAL ALIGNMENT RAINIER AND LAKE DRIVEWAY 104 BT120-CAV104 1 CIVIL VERTICAL ALIGNMENT LAKE AVE S 105 BT120-CRD101 0 CIVIL CURB RAMP PLAN AND DETAILS 106 BT120-CRD102 1 CIVIL CURB RAMP PLAN AND DETAILS 107 BT120-CRD103 0 CIVIL CURB RAMP PLAN AND DETAILS 108 BT120-CRD104 0 CIVIL CURB RAMP PLAN AND DETAILS 109 BT120-CRD105 A CIVIL CURB RAMP PLAN AND DETAILS 110 BT120-CRD106 0 CIVIL CURB RAMP PLAN AND DETAILS 111 BT120-CRD107 0 CIVIL CURB RAMP PLAN AND DETAILS 112 BT120-CRD108 0 CIVIL CURB RAMP PLAN AND DETAILS 113 BT120-CRD109 0 CIVIL CURB RAMP PLAN AND DETAILS 114 BT120-CRD110 0 CIVIL CURB RAMP PLAN AND DETAILS 115 BT120-CRD111 0 CIVIL CURB RAMP PLAN AND DETAILS 116 BT120-CRD112 0 CIVIL CURB RAMP PLAN AND DETAILS 117 BT120-CRD113 0 CIVIL CURB RAMP PLAN AND DETAILS 118 BT120-CRD114 0 CIVIL CURB RAMP PLAN AND DETAILS 119 BT120-CRD115 0 CIVIL CURB RAMP PLAN AND DETAILS 120 BT120-CRD116 0 CIVIL CURB RAMP PLAN AND DETAILS 121 BT120-CRD117 1 CIVIL CURB RAMP PLAN AND DETAILS 122 BT120-CRD118 0 CIVIL CURB RAMP PLAN AND DETAILS 123 BT120-CRD119 0 CIVIL CURB RAMP PLAN AND DETAILS 124 BT120-CRD120 0 CIVIL PAVING DETAILS 125 BT120-CRD121 0 CIVIL PAVING DETAILS 126 BT120-CRD122 0 CIVIL PAVING DETAILS 127 BT120-CRD123 0 CIVIL PAVING DETAILS 128 BT120-CRD124 0 CIVIL PAVING DETAILS VARIABLE HEIGHT DOWELED CURB 64 BT120-CTD103 0 CIVIL STANDARD TESC DETAILS 65 BT120-CTD104 0 CIVIL STANDARD TESC DETAILS GENERAL RIGHT-OF-WAY SHT. No.DWG. No.TITLEREV SHT. No.DWG. No.TITLEREV CIVIL (CONT'D) CIVIL ALIGNMENT SOUTH RENTON TRANSIT CENTER - BOOK 1 OF 3 CONSTRUCTION STAGING ROADWAY No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 7 / 2 5 | 12 : 0 1 P M | CS A X E C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - S A X E C \ D 0 4 6 8 5 1 4 \ S 1 - B T 1 2 0 - G Z I 0 0 1 - 0 0 6 . D W G S1-BT120-GZI001-006 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 TxS1-BT120-GZI001 GB-SEAL-JKH53550 TYPICAL SECTIONS EROISION AND SEDIMENT CONTROL SITE EROISION AND SEDIMENT CONTROL (CONT'D) STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 GENERAL INDEX OF DRAWINGS BT120-GZI001 BT120 002 A E. GOLLER E. GOLLER L. GILBERT J. HARPER 0 12/10/2024 EDG LDG JKH ISSUED FOR BID A 10/24/2025 LBR MS LBR COR PERMIT REVISIONS - CNWD #001 RTA/LR RTA/CN 0205-24 NTS 10/27/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433202 134 BT120-CMP100 2 CIVIL CHANNELIZATION AND SIGNING PLAN AREA PLAN AND GENERAL NOTES 135 BT120-CMP101 1 CIVIL CHANNELIZATION AND SIGNING PLAN RAINIER STA 200+00 TO RAINIER STA 204+00 136 BT120-CMP102 1 CIVIL CHANNELIZATION AND SIGNING PLAN RAINIER STA 204+00 TO RAINIER STA 208+50 137 BT120-CMP103 1 CIVIL CHANNELIZATION AND SIGNING PLAN RAINIER STA 208+50 TO RAINIER STA 212+42.13 138 BT120-CMP104 A CIVIL CHANNELIZATION AND SIGNING PLAN GRADY STA 151+00 TO GRADY STA 156+50 139 BT120-CMP105 2 CIVIL CHANNELIZATION AND SIGNING PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 140 BT120-CMP106 1 CIVIL CHANNELIZATION AND SIGNING PLAN LAKE STA 401+50 TO LAKE STA 405+50 141 BT120-CMP107 1 CIVIL CHANNELIZATION AND SIGNING PLAN LAKE STA 405+50 TO LAKE STA 408+28.91 142 BT120-CMP201 A CIVIL CHANNELIZATION AND SIGNING PLAN S RENTON TRANSIT CENTER 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 145 BT120-CMP204 A CIVIL CHANNELIZATION AND SIGNING PLAN S RENTON TRANSIT CENTER 146 BT120-CMP205 A CIVIL CHANNELIZATION AND SIGNING PLAN S RENTON TRANSIT CENTER 147 BT120-CMS101 A CIVIL SIGN SCHEDULE 148 BT120-CMS102 1 CIVIL SIGN SCHEDULE 149 BT120-CMS103 A CIVIL SIGN SCHEDULE 150 BT120-CMS104 A CIVIL CHANNELIZATION DETAILS 151 BT120-CMD101 0 CIVIL SIGN DETAILS 152 BT120-CMD102 0 CIVIL SIGN DETAILS 153 BT120-CMD103 0 CIVIL SIGN DETAILS 154 BT120-CMD104 2 CIVIL CHANNELIZATION DETAILS 155 BT120-CMD105 A CIVIL CHANNELIZATION DETAILS 156 BT120-CMD106 1 CIVIL CHANNELIZATION DETAILS 157 BT120-CMD107 1 CIVIL CHANNELIZATION DETAILS 158 BT120-CGP101 1 CIVIL GRADING PLAN RAINIER/HARDIE INTERSECTION 159 BT120-CGP102 1 CIVIL GRADING PLAN BEB CHARGING, GENERATOR & DUMPSTER LOCATIONS 160 BT120-CGP103 A CIVIL GRADING PLAN TRANSIT CENTER 161 BT120-CGS101 1 CIVIL GRADING PLAN POINT TABLES 162 BT120-CGS102 1 CIVIL GRADING PLAN POINT TABLES 163 BT120-CDP100 1 CIVIL DRAINAGE PLAN AREA PLAN AND GENERAL NOTES 164 BT120-CDP102 A CIVIL DRAINAGE PLAN RAINIER STA 204+00 TO RAINIER STA 208+50 165 BT120-CDP104 A CIVIL DRAINAGE PLAN GRADY STA 151+00 TO GRADY STA 156+50 166 BT120-CDP105 1 CIVIL DRAINAGE PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 167 BT120-CDP106 1 CIVIL DRAINAGE PLAN LAKE STA 401+50 TO LAKE STA 405+50 168 BT120-CDP201 A CIVIL DRAINAGE PLAN S RENTON TRANSIT CENTER 169 BT120-CDP202 A CIVIL DRAINAGE PLAN S RENTON TRANSIT CENTER 170 BT120-CDP203 A CIVIL DRAINAGE PLAN S RENTON TRANSIT CENTER 171 BT120-CDP204 A CIVIL DRAINAGE PLAN S RENTON TRANSIT CENTER 172 BT120-CDP205 A CIVIL DRAINAGE PLAN S RENTON TRANSIT CENTER 173 BT120-CDV201 1 CIVIL DRAINAGE PROFILE S RENTON TRANSIT CENTER 174 BT120-CDV202 1 CIVIL DRAINAGE PROFILE S RENTON TRANSIT CENTER 175 BT120-CDV203 1 CIVIL DRAINAGE PROFILE S RENTON TRANSIT CENTER 176 BT120-CDV204 1 CIVIL DRAINAGE PROFILE S RENTON TRANSIT CENTER 177 BT120-CDV205 1 CIVIL DRAINAGE PROFILE S RENTON TRANSIT CENTER 178 BT120-CDV206 1 CIVIL DRAINAGE PROFILE S RENTON TRANSIT CENTER 179 BT120-CDV207 A CIVIL DRAINAGE PROFILE 180 BT120-CDD501 1 CIVIL DRAINAGE DETAILS 181 BT120-CDD502 1 CIVIL DRAINAGE 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 186 BT120-CLN101 1 CIVIL ILLUMINATION PLAN LEGEND 187 BT120-CLP100 1 CIVIL ILLUMINATION PLAN AREA PLAN AND GENERAL NOTES 188 BT120-CLP102 1 CIVIL ILLUMINATION PLAN RAINIER STA 204+00 TO RAINIER STA 208+50 189 BT120-CLP104 1 CIVIL ILLUMINATION PLAN GRADY STA 151+00 TO GRADY STA 156+50 190 BT120-CLP105 1 CIVIL ILLUMINATION PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 191 BT120-CLP106 1 CIVIL ILLUMINATION PLAN LAKE STA 401+50 TO LAKE STA 405+50 192 BT120-CLP201 1 CIVIL ILLUMINATION PLAN S RENTON TRANSIT CENTER 193 BT120-CLP202 1 CIVIL ILLUMINATION PLAN S RENTON TRANSIT CENTER 194 BT120-CLP203 1 CIVIL ILLUMINATION PLAN S RENTON TRANSIT CENTER 195 BT120-CLP204 1 CIVIL ILLUMINATION PLAN S RENTON TRANSIT CENTER 196 BT120-CLP205 1 CIVIL ILLUMINATION PLAN S RENTON TRANSIT CENTER 197 BT120-CLS101 1 CIVIL ILLUMINATION SCHEDULES 198 BT120-CLS102 2 CIVIL ILLUMINATION SCHEDULES 199 BT120-CLS103 A CIVIL ILLUMINATION SCHEDULES 200 BT120-UCP100 A UTILITIES DEMO PLAN AREA PLAN AND GENERAL NOTES 200A BT120-UCP101 0 UTILITIES DEMO PLAN RAINIER STA 200+00 TO RAINIER STA 204+00 201 BT120-UCP102 A UTILITIES DEMO PLAN RAINIER STA 204+00 TO RAINIER STA 208+50 202 BT120-UCP104 A UTILITIES DEMO PLAN GRADY STA 151+00 TO GRADY STA 156+50 203 BT120-UCP105 1 UTILITIES DEMO PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 204 BT120-UCP106 1 UTILITIES DEMO PLAN LAKE STA 401+50 TO LAKE STA 405+50 205 BT120-UCP201 1 UTILITIES DEMO PLAN S RENTON TRANSIT CENTER 206 BT120-UCP202 1 UTILITIES DEMO PLAN S RENTON TRANSIT CENTER 207 BT120-UCP203 1 UTILITIES DEMO PLAN S RENTON TRANSIT CENTER 208 BT120-UCP204 1 UTILITIES DEMO PLAN S RENTON TRANSIT CENTER 209 BT120-UCP205 A UTILITIES DEMO PLAN S RENTON TRANSIT CENTER 210 BT120-UWP100 A UTILITIES WATER PLANS AREA PLAN AND GENERAL NOTES 211 BT120-UWP101 1 UTILITIES WATER PLANS RAINIER STA 200+00 TO RAINIER STA 204+00 212 BT120-UWP102 A UTILITIES WATER PLANS RAINIER STA 204+00 TO RAINIER STA 208+50 213 BT120-UWP104 A UTILITIES WATER PLANS GRADY STA 151+00 TO GRADY STA 156+50 214 BT120-UWP105 A UTILITIES WATER PLANS GRADY STA 156+50 TO GRADY STA 160+46.15 215 BT120-UWP106 A UTILITIES WATER PLAN LAKE STA 401+50 TO LAKE STA 405+50 216 BT120-UWP201 A UTILITIES WATER PLANS S RENTON TRANSIT CENTER 217 BT120-UWP202 A UTILITIES WATER PLANS S RENTON TRANSIT CENTER 218 BT120-UWP203 A UTILITIES WATER PLAN S RENTON TRANSIT CENTER 219 BT120-UWP204 A UTILITIES WATER PLAN S RENTON TRANSIT CENTER 220 BT120-UWP205 A UTILITIES WATER PLAN S RENTON TRANSIT CENTER 221 BT120-UWV101 A UTILITIES WATER PROFILE S RENTON TRANSIT CENTER 222 BT120-UWV102 A UTILITIES WATER PROFILE S RENTON TRANSIT CENTER 223 BT120-UWV103 A UTILITIES WATER PROFILE S RENTON TRANSIT CENTER 224 BT120-UWV104 1 UTILITIES WATER PROFILE S RENTON TRANSIT CENTER 225 BT120-UWV105 A UTILITIES WATER PROFILE S RENTON TRANSIT CENTER 226 BT120-UWD101 1 UTILITIES WATER DETAILS S RENTON TRANSIT CENTER 227 BT120-USP100 A UTILITIES SEWER PLAN AREA PLAN AND GENERAL NOTES 228 BT120-USP102 1 UTILITIES SEWER PLAN RAINIER STA 204+00 TO RAINIER STA 208+50 229 BT120-USP104 A UTILITIES SEWER PLAN GRADY STA 151+00 TO GRADY STA 156+50 230 BT120-USP105 A UTILITIES SEWER PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 231 BT120-USP201 A UTILITIES SEWER PLAN S RENTON TRANSIT CENTER 232 BT120-USP202 A UTILITIES SEWER PLAN S RENTON TRANSIT CENTER 233 BT120-USP203 A UTILITIES SEWER PLAN S RENTON TRANSIT CENTER 234 BT120-USP204 A UTILITIES SEWER PLAN S RENTON TRANSIT CENTER 235 BT120-USP205 A UTILITIES SEWER PLAN S RENTON TRANSIT CENTER 236 BT120-USV101 A UTILITIES SEWER PROFILE S RENTON TRANSIT CENTER 237 BT120-USV102 A UTILITIES SEWER PROFILE S RENTON TRANSIT CENTER 237A BT120-USD101 0 UTILITIES SEWER DETAILS 129 BT120-CRD125 1 CIVIL FENCE DETAILS 130 BT120-CRD126 0 CIVIL FENCE GATE DETAIL 131 BT120-CRD127 1 CIVIL STEEL PICKET VEHICLE GATE DETAIL 132 BT120-CRD128 0 CIVIL WHEEL STOP DETAIL 133 BT120-CRD129 0 CIVIL ROADWAY BOLLARD TYPE 1 DETAIL SHT. No.DWG. No.TITLEREV SHT. No.DWG. No.TITLEREV CIVIL (CONT'D) ILLUMINATION No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 7 / 2 5 | 4: 1 8 P M | CS A X E C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - S A X E C \ D 0 4 6 8 5 1 4 \ S 1 - B T 1 2 0 - G Z I 0 0 1 - 0 0 6 . D W G S1-BT120-GZI001-006 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 TxS1-BT120-GZI001 GB-SEAL-JKH53550 SOUTH RENTON TRANSIT CENTER - BOOK 1 OF 3 PAVEMENT MARKING GRADING DRAINAGE UTILITIES ROADWAY (CONT'D) CIVIL (CONT'D) STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 GENERAL INDEX OF DRAWINGS BT120-GZI002 BT120 003 A E. GOLLER E. GOLLER L. GILBERT J. HARPER 0 12/10/2024 EDG LDG JKH ISSUED FOR BID A 10/24/2025 LBR MS LBR COR PERMIT REVISIONS - CNWD #001 RTA/LR RTA/CN 0205-24 NTS 10/27/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433203 271 BT120-LHP100 0 LANDSCAPE HARDSCAPE PLAN AREA PLAN AND GENERAL NOTES 272 BT120-LHP102 0 LANDSCAPE HARDSCAPE PLAN RAINIER STA 504+00 TO RAINIER STA 208+50 273 BT120-LHP104 0 LANDSCAPE HARDSCAPE PLAN GRADY STA 151+00 TO GRADY STA 156+50 274 BT120-LHP105 0 LANDSCAPE HARDSCAPE PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 275 BT120-LHP106 0 LANDSCAPE HARDSCAPE PLAN LAKE STA 401+50 TO LAKE STA 405+55.16 276 BT120-LHP201 0 LANDSCAPE HARDSCAPE PLAN S RENTON TRANSIT CENTER 277 BT120-LHP202 0 LANDSCAPE HARDSCAPE PLAN S RENTON TRANSIT CENTER 278 BT120-LHP203 1 LANDSCAPE HARDSCAPE PLAN S RENTON TRANSIT CENTER 279 BT120-LHP204 0 LANDSCAPE HARDSCAPE PLAN S RENTON TRANSIT CENTER 280 BT120-LHP205 0 LANDSCAPE HARDSCAPE PLAN S RENTON TRANSIT CENTER 281 BT120-LHS101 0 LANDSCAPE HARDSCAPE PLAN WALL POINT TABLES 282 BT120-LHS102 0 LANDSCAPE HARDSCAPE BOULDER AND COBBLE POINT TABLES 283 BT120-LHS103 0 LANDSCAPE HARDSCAPE BOULDER AND COBBLE POINT TABLES 284 BT120-LHS104 0 LANDSCAPE HARDSCAPE DETAILS CURVE TABLES 285 BT120-LHD101 0 LANDSCAPE HARDSCAPE DETAILS 286 BT120-LHD102 0 LANDSCAPE HARDSCAPE DETAILS 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 326 BT120-ESP204 1 ELECTRICAL SITE PLAN - YARD TO GANTRY S RENTON TRANSIT CENTER 327 BT120-ESV201 1 ELECTRICAL DUCT BANK PROFILES S. RENTON TRANSIT CENTER 328 BT120-EPD120 1 ELECTRICAL DETAILS S RENTON TRANSIT CENTER 294 BT120-LPP100 1 LANDSCAPE PLANTING PLAN AREA PLAN AND GENERAL NOTES 295 BT120-LPP101 0 LANDSCAPE PLANTING PLAN RAINIER STA 200+00 TO RAINIER STA 204+00 296 BT120-LPP102 0 LANDSCAPE PLANTING PLAN RAINIER STA 204+00 TO RAINIER STA 208+50 297 BT120-LPP103 0 LANDSCAPE PLANTING PLAN RAINIER STA 208+50 TO RAINIER STA 212+42.13 298 BT120-LPP104 1 LANDSCAPE PLANTING PLAN GRADY STA 151+00 TO GRADY STA 156+50 299 BT120-LPP105 2 LANDSCAPE PLANTING PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 300 BT120-LPP106 0 LANDSCAPE PLANTING PLAN LAKE STA 401+50 TO LAKE STA 405+50 301 BT120-LPP201 0 LANDSCAPE PLANTING PLAN S RENTON TRANSIT CENTER 302 BT120-LPP202 0 LANDSCAPE PLANTING PLAN S RENTON TRANSIT CENTER 303 BT120-LPP203 0 LANDSCAPE PLANTING PLAN S RENTON TRANSIT CENTER 304 BT120-LPP204 2 LANDSCAPE PLANTING PLAN S RENTON TRANSIT CENTER 305 BT120-LPP205 0 LANDSCAPE PLANTING PLAN S RENTON TRANSIT CENTER 306 BT120-LPS101 1 LANDSCAPE PLANTING SCHEDULE LEGEND, NOTES & ABBREVIATIONS 307 BT120-LPD101 0 LANDSCAPE PLANTING DETAILS 308 BT120-LRP100 1 LANDSCAPE IRRIGATION PLAN AREA PLAN AND GENERAL NOTES 309 BT120-LRN101 1 LANDSCAPE IRRIGATION NOTES S RENTON TRANSIT CENTER 310 BT120-LRP101 A LANDSCAPE IRRIGATION PLAN RAINIER STA 200+00 TO RAINIER STA 204+00 311 BT120-LRP102 A LANDSCAPE IRRIGATION PLAN RAINIER STA 204+00 TO RAINIER STA 208+50 312 BT120-LRP103 A LANDSCAPE IRRIGATION PLAN RAINIER STA 208+50 TO RAINIER STA 212+42.13 313 BT120-LRP104 A LANDSCAPE IRRIGATION PLAN GRADY STA 151+00 TO GRADY STA 156+50 314 BT120-LRP105 A LANDSCAPE IRRIGATION PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 315 BT120-LRP106 A LANDSCAPE IRRIGATION PLAN LAKE STA 401+50 TO LAKE STA 405+50 316 BT120-LRP201 A LANDSCAPE IRRIGATION PLAN S RENTON TRANSIT CENTER 317 BT120-LRP202 A LANDSCAPE IRRIGATION PLAN S RENTON TRANSIT CENTER 318 BT120-LRP203 A LANDSCAPE IRRIGATION PLAN S RENTON TRANSIT CENTER 319 BT120-LRP204 A LANDSCAPE IRRIGATION PLAN S RENTON TRANSIT CENTER 320 BT120-LRP205 0 LANDSCAPE IRRIGATION PLAN S RENTON TRANSIT CENTER 321 BT120-LRD101 0 LANDSCAPE IRRIGATION DETAILS S RENTON TRANSIT CENTER 322 BT120-LRD102 0 LANDSCAPE IRRIGATION DETAILS S RENTON TRANSIT CENTER 323 BT120-LRD103 0 LANDSCAPE IRRIGATION DETAILS S RENTON TRANSIT CENTER 324 BT120-LTS101 1 LANDSCAPE TREE INVENTORY TABLE 325 BT120-LTD101 1 LANDSCAPE TREE PROTECTION DETAILS S RENTON TRANSIT CENTER 238 BT120-TSN101 A TRAFFIC SIGNAL LEGEND 239 BT120-TSD101 A TRAFFIC SIGNALIZATION DETAILS HARDIE AVE SW & RAINIER AVE S 240 BT120-TSD102 1 TRAFFIC SIGNAL DETAILS HARDIE AVE SW & RAINIER AVE S 241 BT120-TSS101 A TRAFFIC SIGNAL SCHEDULES HARDIE AVE SW & RAINIER AVE S 242 BT120-TSS102 A TRAFFIC SIGNAL SCHEDULES HARDIE AVE SW & RAINIER AVE S 243 BT120-TSS103 A TRAFFIC SIGNAL SCHEDULES HARDIE AVE SW & RAINIER AVE S 244 BT120-TSS104 A TRAFFIC SIGNAL SCHEDULES HARDIE AVE SW & RAINIER AVE S 245 BT120-TSD103 A TRAFFIC SIGNAL DETAILS S GRADY WAY & LAKE AVE S 246 BT120-TSS105 0 TRAFFIC SIGNAL SCHEDULES S GRADY WAY & LAKE AVE S 247 BT120-TSS106 1 TRAFFIC SIGNAL SCHEDULES S GRADY WAY & LAKE AVE S 248 BT120-TSD104 A TRAFFIC SIGNALIZATION DETAILS RAINIER AVE S & S GRADY WAY 249 BT120-TMN101 A TRAFFIC TRAFFIC CONTROL NOTES 250 BT120-TMP101 A TRAFFIC TRAFFIC CONTROL PLAN RAINIER AVE S 251 BT120-TMP102 1 TRAFFIC TRAFFIC CONTROL PLAN RAINIER AVE S 252 BT120-TMP103 A TRAFFIC TRAFFIC CONTROL PLAN RAINIER AVE S 253 BT120-TMP104 1 TRAFFIC TRAFFIC CONTROL PLAN RAINIER AVE S 254 BT120-TMP105 2 TRAFFIC CONTROL PLAN LAKE AVE S 255 BT120-TMP106 0 TRAFFIC CONTROL PLAN LAKE AVE S 256 BT120-TMP107 1 TRAFFIC TRAFFIC CONTROL PLAN S GRADY WAY 257 BT120-TMP108 0 TRAFFIC TRAFFIC CONTROL PLAN S GRADY WAY 258 BT120-TMP109 1 TRAFFIC TRAFFIC CONTROL PLAN S. GRADY WAY 259 BT120-TMP110 0 TRAFFIC TRAFFIC CONTROL PLAN S. GRADY WAY 260 BT120-TMP111 A TRAFFIC TRAFFIC CONTROL PLAN S. GRADY WAY 261 BT120-TMP112 0 TRAFFIC TRAFFIC CONTROL PLAN S. GRADY WAY 262 BT120-TMP113 1 TRAFFIC TRAFFIC CONTROL PLAN S. GRADY WAY 263 BT120-TMP114 0 TRAFFIC TRAFFIC CONTROL PLAN S. GRADY WAY 264 BT120-TMP115 1 TRAFFIC TRAFFIC CONTROL PLAN S. GRADY WAY 265 BT120-TDP101 1 TRAFFIC TRAFFIC DETOUR PLAN S GRADY WAY 265A BT120-TDP102 0 TRAFFIC TRAFFIC DETOUR PLAN 265B BT120-TDP103 0 TRAFFIC TRAFFIC DETOUR PLAN 269 BT120-SWP101 1 STRUCTURAL RETAINING WALL PLAN AND PROFILE 270 BT120-SWP102 1 STRUCTURAL RETAINING WALL PLAN AND PROFILE 266 BT120-TIP101 1 TRAFFIC INTELLIGENT TRANSPORTATION SYSTEMS PLAN RAINIER AVE S & HARDIE AVE SW 267 BT120-TID101 1 TRAFFIC INTELLIGENT TRANSPORTATION SYSTEMS DETAILS RAINIER AVE S & HARDIE AVE SW 268 BT120-TID102 1 TRAFFIC INTELLIGENT TRANSPORTATION SYSTEMS DETAILS RAINIER AVE S & HARDIE AVE SW 329 BT120-JCN201 0 SYSTEMS COMMUNICATION - LEGEND 330 BT120-JCP100 0 SYSTEMS SITE COMMUNICATIONS AREA PLAN 331 BT120-JCP104 0 SYSTEMS SITE COMMUNICATIONS GRADY STA 151+00 TO GRADY STA 156+50 332 BT120-JCP105 0 SYSTEMS SITE COMMUNICATIONS GRADY STA 156+50 TO GRADY STA 160+46.15 333 BT120-JCP106 0 SYSTEMS SITE COMMUNICATIONS LAKE STA 401+50 TO LAKE STA 405+50 334 BT120-JCP201 1 SYSTEMS SITE COMMUNICATION PLAN S RENTON TRANSIT CENTER 335 BT120-JCP202 1 SYSTEMS SITE COMMUNICATION PLAN S RENTON TRANSIT CENTER 336 BT120-JCP203 1 SYSTEMS SITE COMMUNICATION PLAN S RENTON TRANSIT CENTER 337 BT120-JCP204 1 SYSTEMS SITE COMMUNICATION PLAN S RENTON TRANSIT CENTER 338 BT120-JCP205 0 SYSTEMS SITE COMMUNICATION PLAN S RENTON TRANSIT CENTER 339 BT120-JCD201 0 SYSTEMS COMMUNICATION DETAILS 340 BT120-JCD202 0 SYSTEMS COMMUNICATION DETAILS 341 BT120-JCD203 0 SYSTEMS COMMUNICATIONS DETAIL 342 BT120-JFS201 0 SYSTEMS COMMUNICATION ONELINE DIAGRAM 343 BT120-JFS202 0 SYSTEMS COMMUNICATION ONELINE DIAGRAM 344 BT120-JFS203 0 SYSTEMS COMMUNICATION ONELINE DIAGRAM LANDSCAPE SHT. No.DWG. No.TITLEREV SHT. No.DWG. No.TITLEREV No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 7 / 2 5 | 12 : 0 1 P M | CS A X E C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - S A X E C \ D 0 4 6 8 5 1 4 \ S 1 - B T 1 2 0 - G Z I 0 0 1 - 0 0 6 . D W G S1-BT120-GZI001-006 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 TxS1-BT120-GZI001 GB-SEAL-JKH53550 SOUTH RENTON TRANSIT CENTER - BOOK 1 OF 3 ELECTRICAL HARDSCAPE PLANTING IRRIGATION TREE INVENTORY AND PROTECTION TRAFFIC SIGNALS MAINTENANCE OF TRAFFIC STRUCTURAL MAINTENANCE OF TRAFFIC SIGNALS TRAFFIC LANDSCAPE (CONT'D) ITS SYSTEMS COMMUNICATION STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 GENERAL INDEX OF DRAWINGS BT120-GZI003 BT120 004 A E. GOLLER E. GOLLER L. GILBERT J. HARPER 0 12/10/2024 EDG LDG JKH ISSUED FOR BID A 10/24/2025 LBR MS LBR COR PERMIT REVISIONS - CNWD #001 RTA/LR RTA/CN 0205-24 NTS 10/27/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433204 345 BT120-SZN001 1 STRUCTURAL GENERAL STRUCTURAL NOTES 346 BT120-SZN002 0 STRUCTURAL GENERAL STRUCTURAL NOTES 347 BT120-SZN003 0 STRUCTURAL GENERAL STRUCTURAL NOTES 348 BT120-SZP001 1 STRUCTURAL LOAD MAPS, DIAGRAMS, AND SCHEDULES 349 BT120-SFP001 1 STRUCTURAL OVERALL SITE PLAN 350 BT120-SFP212 1 STRUCTURAL FOUNDATION PLAN CANOPY -SECTOR A 351 BT120-SFP213 1 STRUCTURAL FOUNDATION PLAN CANOPY -SECTOR B 352 BT120-SFP214 1 STRUCTURAL FOUNDATION PLAN CANOPY -SECTOR C 353 BT120-SFP215 1 STRUCTURAL FOUNDATION PLAN CANOPY -SECTOR D 354 BT120-SFP221 1 STRUCTURAL OVERALL FOUNDATION PLAN CORE FACILITY 355 BT120-SFP231 1 STRUCTURE OVERALL FOUNDATION PLAN CHARGING GANTRY 356 BT120-SFP241 1 STRUCTURAL OVERALL FOUNDATION PLAN BEB EQUIPMENT YARD 357 BT120-SGP312 1 STRUCTURAL LEVEL 2 FRAMING PLAN CANOPY -SECTOR A 358 BT120-SGP313 1 STRUCTURAL LEVEL 2 FRAMING PLAN CANOPY -SECTOR B 359 BT120-SGP314 1 STRUCTURAL LEVEL 2 FRAMING PLAN CANOPY -SECTOR C 360 BT120-SGP321 1 STRUCTURAL MISCELLANEOUS STEEL OVERALL FRAMING PLAN CORE FACILITY 361 BT120-SGP331 1 STRUCTURE LEVEL 2 OVERALL FRAMING PLAN CHARGING GANTRY 362 BT120-SGP341 1 STRUCTURE ROOF OVERALL FRAMING PLAN BEB EQUIPMENT YARD 363 BT120-SGP421 1 STRUCTURAL LOW ROOF OVERALL FRAMING PLAN CORE FACILITY 364 BT120-SGP431 1 STRUCTURE LEVEL 3 OVERALL FRAMING PLAN CHARGING GANTRY 365 BT120-SGP521 1 STRUCTURAL HIGH ROOF OVERALL FRAMING PLAN CORE FACILITY 366 BT120-SGE111 0 STRUCTURAL FRAMING ELEVATIONS CANOPY 367 BT120-SGE121 0 STRUCTURAL FRAMING ELEVATIONS CORE FACILITY 368 BT120-SGE122 0 STRUCTURAL FRAMING ELEVATIONS CORE FACILITY 369 BT120-SGE123 0 STRUCTURAL FRAMING ELEVATIONS CORE FACILITY 370 BT120-SGE124 0 STRUCTURAL FRAMING ELEVATIONS CORE FACILITY 371 BT120-SGE131 1 STRUCTURE FRAMING ELEVATIONS CHARGING GANTRY 372 BT120-SGE141 1 STRUCTURE FRAMING ELEVATIONS BEB EQUIPMENT YARD 373 BT120-SGY401 1 STRUCTURAL TYPICAL FOUNDATION DETAILS 1 374 BT120-SGY402 2 STRUCTURAL TYPICAL FOUNDATION DETAILS 2 375 BT120-SGY403 0 STRUCTURAL TYPICAL FOUNDATION DETAILS 3 376 BT120-SGY404 0 STRUCTURAL TYPICAL CONCRETE DETAILS 1 377 BT120-SGY405 0 STRUCTURAL TYPICAL CONCRETE DETAILS 2 378 BT120-SGY406 0 STRUCTURAL TYPICAL STEEL COLUMN DETAILS 379 BT120-SGY407 0 STRUCTURAL TYPICAL STEEL BEAM DETAILS 1 380 BT120-SGY408 0 STRUCTURAL TYPICAL STEEL BEAM DETAILS 2 381 BT120-SGY409 0 STRUCTURAL TYPICAL STEEL BEAM DETAILS 3 382 BT120-SGY410 0 STRUCTURAL TYPICAL ROOF DECK DETAILS 1 383 BT120-SGY411 0 STRUCTURAL TYPICAL BRACED AND MOMENT FRAME DETAILS 1 384 BT120-SGY412 1 STRUCTURAL TYPICAL BRACED AND MOMENT FRAME DETAILS 2 385 BT120-SGD111 1 STRUCTURAL SECTIONS AND DETAILS CANOPY 386 BT120-SGD112 0 STRUCTURAL SECTIONS AND DETAILS CANOPY 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 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 1 BT120-GZT001 1 GENERAL COVER SHEET 2 BT120-GZI001 A GENERAL INDEX OF DRAWINGS 3 BT120-GZI002 A GENERAL INDEX OF DRAWINGS 4 BT120-GZI003 A GENERAL INDEX OF DRAWINGS 5 BT120-GZI004 A GENERAL INDEX OF DRAWINGS 6 BT120-GZI005 A GENERAL INDEX OF DRAWINGS 7 BT120-GZI006 A GENERAL INDEX OF DRAWINGS 8 BT120-GZI701 A GENERAL INDEX OF DRAWINGS 9 BT120-GZK000 0 GENERAL PROJECT LOCATION ID PLAN 10 BT120-GZK001 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 396 BT120-SGD163 0 STRUCTURAL PLANS AND ELEVATIONS PARATRANSIT SHELTER 1 397 BT120-SGD164 0 STRUCTURAL SECTIONS AND DETAILS PARATRANSIT SHELTER 2 396 BT120-SGD163 0 STRUCTURAL PLANS AND ELEVATIONS PARATRANSIT SHELTER 1 397 BT120-SGD164 0 STRUCTURAL SECTIONS AND DETAILS PARATRANSIT SHELTER 2 398 BT120-AZN001 0 ARCHITECTURE MATERIAL ABBREVIATIONS TRANSIT CENTER 399 BT120-ASP201 1 ARCHITECTURE SITE PLAN TRANSIT CENTER 400 BT120-ASZ201 1 ARCHITECTURE LIFE SAFETY PLAN AND CODE INFORMATION TRANSIT CENTER 401 BT120-APP211 1 ARCHITECTURE OVERALL PLAN PLATFORM 402 BT120-APP212 1 ARCHITECTURE PLATFORM PLAN PLATFORM -SECTOR A 403 BT120-APP213 1 ARCHITECTURE PLATFORM PLAN PLATFORM -SECTOR B 404 BT120-APP214 1 ARCHITECTURE PLATFORM PLAN PLATFORM -SECTOR C 405 BT120-APP215 1 ARCHITECTURE PLATFORM PLAN PLATFORM -SECTOR D 406 BT120-APP216 1 ARCHITECTURE ENLARGED SHELTER PLANS PLATFORM -SECTOR D 407 BT120-ARP311 1 ARCHITECTURE OVERALL ROOF PLAN PLATFORM 408 BT120-ARP312 1 ARCHITECTURE PLATFORM ROOF PLAN PLATFORM -SECTOR A 409 BT120-ARP313 1 ARCHITECTURE PLATFORM ROOF PLAN PLATFORM -SECTOR B 410 BT120-ARP314 1 ARCHITECTURE PLATFORM ROOF PLAN PLATFORM -SECTOR C 411 BT120-APD101 1 ARCHITECTURE ENLARGED PLATFORM PLANS & ELEVATION PLATFORM 412 BT120-ANP211 1 ARCHITECTURE OVERALL SIGNAGE PLAN PLATFORM 413 BT120-ANP212 1 ARCHITECTURE PLATFORM SIGNAGE PLAN PLATFORM -SECTOR A 414 BT120-ANP213 1 ARCHITECTURE PLATFORM SIGNAGE PLAN PLATFORM -SECTOR B 415 BT120-ANP214 1 ARCHITECTURE PLATFORM SIGNAGE PLAN PLATFORM -SECTOR C 416 BT120-ANP215 1 ARCHITECTURE PLATFORM SIGNAGE PLAN PLATFORM -SECTOR D 417 BT120-AEE811 1 ARCHITECTURE EXTERIOR ELEVATIONS PLATFORM -END 418 BT120-AEE812 0 ARCHITECTURE EXTERIOR ELEVATIONS PLATFORM -BUS BAY 1 419 BT120-AEE813 1 ARCHITECTURE EXTERIOR ELEVATIONS PLATFORM -BUS BAY 2 AND 8 420 BT120-AEE814 1 ARCHITECTURE EXTERIOR ELEVATIONS PLATFORM -BUS BAY 3 421 BT120-AEE815 1 ARCHITECTURE EXTERIOR ELEVATIONS PLATFORM -BUS BAY 6 AND 7 422 BT120-AEE816 0 ARCHITECTURE EXTERIOR ELEVATIONS PLATFORM -BUS BAY 4 423 BT120-AEX711 1 ARCHITECTURE CROSS SECTIONS PLATFORM 424 BT120-AEX712 0 ARCHITECTURE LONGITUDINAL SECTIONS PLATFORM 425 BT120-AEX713 0 ARCHITECTURE SECTIONS PLATFORM 426 BT120-AEX714 1 ARCHITECTURE SHELTER SECTION & DETAILS PLATFORM 427 BT120-AED900 0 ARCHITECTURE CANOPY DETAILS PLATFORM 428 BT120-AED901 0 ARCHITECTURE WINDSCREEN DETAILS PLATFORM 429 BT120-AED902 0 ARCHITECTURE WINDSCREEN DETAILS PLATFORM 430 BT120-AED903 0 ARCHITECTURE CONDUIT RACEWAY DETAILS PLATFORM 431 BT120-AED904 0 ARCHITECTURE CONDUIT RACEWAY DETAILS PLATFORM 432 BT120-AED912 0 ARCHITECTURE CLERESTORY DETAILS PLATFORM 433 BT120-AED914 1 ARCHITECTURE SIGNAGE DETAILS PLATFORM 434 BT120-AED915 1 ARCHITECTURE SIGNAGE DETAILS PLATFORM 435 BT120-AED916 0 ARCHITECTURE CANOPY DETAILS PLATFORM 436 BT120-ACP211 1 ARCHITECTURE REFLECTED CEILING PLAN PLATFORM 437 BT120-ACP212 1 ARCHITECTURE REFLECTED CEILING PLAN PLATFORM -SECTOR A 438 BT120-ACP213 1 ARCHITECTURE REFLECTED CEILING PLAN PLATFORM -SECTOR B 439 BT120-ACP214 1 ARCHITECTURE REFLECTED CEILING PLAN PLATFORM -SECTOR C 440 BT120-APP221 1 ARCHITECTURE OVERALL FLOOR PLAN CORE FACILITY 441 BT120-APD222 1 ARCHITECTURE ENLARGED FLOOR PLAN CORE FACILITY -SECTOR E 442 BT120-APD223 1 ARCHITECTURE ENLARGED FLOOR PLAN CORE FACILITY -SECTOR F 443 BT120-APD224 1 ARCHITECTURE ENLARGED FLOOR PLAN CORE FACILITY -SECTOR G 444 BT120-APD225 1 ARCHITECTURE ENLARGED FLOOR PLAN CORE FACILITY -SECTOR H 445 BT120-ARP321 1 ARCHITECTURE OVERALL ROOF PLAN CORE FACILITY 446 BT120-AEE821 1 ARCHITECTURE EXTERIOR ELEVATIONS CORE FACILITY 447 BT120-AEE822 0 ARCHITECTURE EXTERIOR ELEVATIONS CORE FACILITY 448 BT120-AIX721 0 ARCHITECTURE BUILDING SECTIONS I CORE FACILITY 449 BT120-AIX722 0 ARCHITECTURE BUILDING SECTIONS II CORE FACILITY 450 BT120-AIX723 0 ARCHITECTURE BUILDING SECTIONS III CORE FACILITY 451 BT120-AIX724 0 ARCHITECTURE BUILDING SECTIONS IV CORE FACILITY 452 BT120-AIX725 1 ARCHITECTURE WALL SECTIONS I CORE FACILITY SHT. No.DWG. No.TITLEREV SHT. No.DWG. No.TITLEREV No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 7 / 2 5 | 12 : 0 1 P M | CS A X E C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - S A X E C \ D 0 4 6 8 5 1 4 \ S 1 - B T 1 2 0 - G Z I 0 0 1 - 0 0 6 . D W G S1-BT120-GZI001-006 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 TxS1-BT120-GZI001 GB-SEAL-JKH53550 SOUTH RENTON TRANSIT CENTER - BOOK 2 OF 3 STRUCTURAL GENERAL STRUCTURAL (CONT'D) ARCHITECTURAL STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 GENERAL INDEX OF DRAWINGS BT120-GZI004 BT120 005 A E. GOLLER E. GOLLER L. GILBERT J. HARPER 0 12/10/2024 EDG LDG JKH ISSUED FOR BID A 10/24/2025 LBR MS LBR COR PERMIT REVISIONS - CNWD #001 RTA/LR RTA/CN 0205-24 NTS 10/27/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433205 453 BT120-AIE821 0 ARCHITECTURE INTERIOR ELEVATIONS CORE FACILITY -SECURITY ROOM 454 BT120-AIE822 0 ARCHITECTURE INTERIOR ELEVATIONS CORE FACILITY -LACTATION ROOM, JANITOR ROOM 455 BT120-AIE823 0 ARCHITECTURE INTERIOR ELEVATIONS CORE FACILITY -OPERATOR RESTROOM 456 BT120-AIE824 0 ARCHITECTURE INTERIOR ELEVATIONS CORE FACILITY -OPERATOR RESTROOM 457 BT120-ACP221 1 ARCHITECTURE OVERALL REFLECTED CEILING PLAN CORE FACILITY 458 BT120-ACP222 1 ARCHITECTURE REFLECTED CEILING PLAN CORE FACILITY -SECURITY ROOM 459 BT120-ACP223 1 ARCHITECTURE REFLECTED CEILING PLAN CORE FACILITY -PUBLIC FACILITY 460 BT120-AED905 0 ARCHITECTURE MISC DETAILS CORE FACILITY 461 BT120-AED906 0 ARCHITECTURE EXTERIOR DETAILS CORE FACILITY 462 BT120-AED907 0 ARCHITECTURE MISC DETAILS CORE FACILITY 463 BT120-AED908 0 ARCHITECTURE MISC DETAILS CORE FACILITY 464 BT120-AED909 0 ARCHITECTURE PLANTER BOX DETAIL, MISC CORE FACILITY 465 BT120-AES910 0 ARCHITECTURE PARTITION TYPES CORE FACILITY 466 BT120-AES911 0 ARCHITECTURE TRANSLUCENT WINDOW TYPES CORE FACILITY 467 BT120-AES912 0 ARCHITECTURE SCHEDULES CORE FACILITY 468 BT120-AID909 0 ARCHITECTURE DETAILS CORE FACILITY 469 BT120-APP231 1 ARCHITECTURE FLOOR PLAN GANTRY 470 BT120-AEE831 1 ARCHITECTURE OVERALL EXTERIOR ELEVATIONS GANTRY 471 BT120-AEE832 1 ARCHITECTURE EXTERIOR ELEVATIONS GANTRY 472 BT120-AEE833 1 ARCHITECTURE EXTERIOR ELEVATIONS GANTRY 473 BT120-AEE834 1 ARCHITECTURE EXTERIOR ELEVATIONS GANTRY 474 BT120-ACP231 1 ARCHITECTURE REFLECTED CEILING PLAN GANTRY 475 BT120-AED910 1 ARCHITECTURE GANTRY DETAILS GANTRY 476 BT120-APP241 1 ARCHITECTURE FLOOR PLAN BEB EQUIPMENT YARD 477 BT120-ARP341 1 ARCHITECTURE ROOF PLAN BEB EQUIPMENT YARD 478 BT120-AEE841 1 ARCHITECTURE EXTERIOR ELEVATIONS BEB EQUIPMENT YARD 479 BT120-ACP241 1 ARCHITECTURE REFLECTED CEILING PLAN BEB EQUIPMENT YARD 480 BT120-AED913 1 ARCHITECTURE MISC DETAILS BEB EQUIPMENT YARD 481 BT120-APP251 1 ARCHITECTURE FLOOR PLAN GENERATOR PAD 482 BT120-AEE851 1 ARCHITECTURE EXTERIOR ELEVATIONS GENERATOR PAD 483 BT120-APP261 1 ARCHITECTURE FLOOR PLAN REFUSE AND RECYCLING AREA 484 BT120-AEE861 1 ARCHITECTURE EXTERIOR ELEVATIONS REFUSE AND RECYCLING AREA 485 BT120-AID900 1 ARCHITECTURE DETAILS CORE FACILITY 486 BT120-AID901 0 ARCHITECTURE DETAILS CORE FACILITY 487 BT120-AID902 0 ARCHITECTURE DETAILS CORE FACILITY 488 BT120-AID903 0 ARCHITECTURE DETAILS TRANSIT CENTER 489 BT120-AID904 0 ARCHITECTURE DETAILS TRANSIT CENTER 490 BT120-AID905 0 ARCHITECTURE DETAILS TRANSIT CENTER 491 BT120-AID906 0 ARCHITECTURE DETAILS TRANSIT CENTER 492 BT120-AID907 0 ARCHITECTURE DETAILS TRANSIT CENTER 493 BT120-AID908 0 ARCHITECTURE DETAILS TRANSIT CENTER 494 BT120-AID910 0 ARCHITECTURE DETAILS CORE FACILITY 495 BT120-AID911 0 ARCHITECTURE DETAILS CORE FACILITY 496 BT120-AID912 1 ARCHITECTURE DETAILS CORE FACILITY 497 BT120-AID913 0 ARCHITECTURE DETAILS CORE FACILITY 520 BT120-EPN001 0 ELECTRICAL SYMBOLS AND LEGEND 521 BT120-EPN002 0 ELECTRICAL SYMBOLS AND LEGEND 522 BT120-EPN003 0 ELECTRICAL GENERAL NOTES AND MOUNTING 523 BT120-EPN004 2 ELECTRICAL PROJECT KEYNOTE LIST 524 BT120-ESP101 2 ELECTRICAL SITE PLAN SOUTH RENTON TRANSIT CENTER 525 BT120-ESP401 1 ELECTRICAL SITE PLAN - ENLARGED SOUTH RENTON TRANSIT CENTER 526 BT120-ELP211 1 ELECTRICAL LIGHTING PLAN -OVERALL CANOPY 527 BT120-ELP212 1 ELECTRICAL LIGHTING PLAN -SECTOR A CANOPY 528 BT120-ELP213 1 ELECTRICAL LIGHTING PLAN -SECTOR B CANOPY 529 BT120-ELP214 1 ELECTRICAL LIGHTING PLAN -SECTOR C CANOPY 530 BT120-EPP211 1 ELECTRICAL POWER PLAN CANOPY -OVERALL 531 BT120-EPP212 1 ELECTRICAL POWER PLAN -SECTOR A CANOPY 532 BT120-EPP213 1 ELECTRICAL POWER PLAN -SECTOR B CANOPY 533 BT120-EPP214 1 ELECTRICAL POWER PLAN -SECTOR C CANOPY 534 BT120-EPP215 1 ELECTRICAL POWER PLAN -SECTOR D CANOPY 535 BT120-EPE212 1 ELECTRICAL POWER ELEVATION-SECTOR A CANOPY 536 BT120-EPE213 1 ELECTRICAL POWER ELEVATION -SECTOR B CANOPY 537 BT120-EPE214 1 ELECTRICAL POWER ELEVATION -SECTOR C CANOPY 538 BT120-ELP221 1 ELECTRICAL LIGHTING PLAN CORE FACILITY 539 BT120-EPP221 1 ELECTRICAL POWER PLAN CORE FACILITY 540 BT120-EPP222 1 ELECTRICAL POWER PLAN -SECTOR F CORE FACILITY 541 BT120-EPP223 1 ELECTRICAL POWER PLAN -ENLARGED ELECTRICAL ROOM CORE FACILITY 542 BT120-EPE221 1 ELECTRICAL POWER ELEVATIONS -ELECTRICAL ROOM CORE FACILITY 543 BT120-ELP231 1 ELECTRICAL LIGHTING PLAN BEB CHARGING GANTRY 544 BT120-EPP231 1 ELECTRICAL POWER PLAN AND GROUNDING PLAN BEB CHARGING GANTRY 545 BT120-ELP241 1 ELECTRICAL LIGHTING PLAN BEB EQUIPMENT YARD 546 BT120-EPP241 1 ELECTRICAL POWER PLAN BEB EQUIPMENT YARD 547 BT120-EPP242 1 ELECTRICAL UNDERGROUND CONDUIT BEB EQUIPMENT YARD 548 BT120-EGS101 0 ELECTRICAL GROUNDING DIAGRAM -SECTOR A CANOPY 549 BT120-EGS102 0 ELECTRICAL GROUNDING DIAGRAM -CORE FACILITY CORE FACILITY 550 BT120-EGS103 1 ELECTRICAL GROUNDING PLAN BEB CHARGING GANTRY 551 BT120-EGS104 1 ELECTRICAL GROUNDING PLAN BEB EQUIPMENT YARD 552 BT120-EPD101 1 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER 553 BT120-EPD102 1 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER 554 BT120-EPD103 0 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER 555 BT120-EPD104 0 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER 556 BT120-EPD105 1 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER 557 BT120-EPD106 1 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER 558 BT120-EPD107 1 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER 559 BT120-EPD108 1 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER 560 BT120-EPD109 1 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER 561 BT120-EPD110 0 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER 562 BT120-EPD111 0 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER 563 BT120-EPD112 0 ELECTRICAL DETAILS SOUTH RENTON TRANSIT CENTER 564 BT120-EPS101 1 ELECTRICAL BEP ONE-LINE SOUTH RENTON TRANSIT CENTER 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 567 BT120-EPS104 2 ELECTRICAL SITE LIGHTING WIRING DIAGRAM NE 145TH ST TO 98TH AVE NE 568 BT120-EPS110 1 ELECTRICAL KCM PANEL SCHEDULES SOUTH RENTON TRANSIT CENTER 569 BT120-EPS111 0 ELECTRICAL KMC PANEL SCHEDULES SOUTH RENTON TRANSIT CENTER 570 BT120-EPS112 0 ELECTRICAL ST PANEL SCHEDULES SOUTH RENTON TRANSIT CENTER 571 BT120-EPS113 2 ELECTRICAL ST PANEL SCHEDULES SOUTH RENTON TRANSIT CENTER 572 BT120-EPS114 1 ELECTRICAL ST PANEL SCHEDULES SOUTH RENTON TRANSIT CENTER 573 BT120-EPS115 1 ELECTRICAL ST PANEL SCHEDULES SOUTH RENTON TRANSIT CENTER 574 BT120-EPS116 1 ELECTRICAL ST PANEL SCHEDULES SOUTH RENTON TRANSIT CENTER 575 BT120-EPS117 1 ELECTRICAL ST PANEL SCHEDULES SOUTH RENTON TRANSIT CENTER 576 BT120-EPS120 0 ELECTRICAL CONNECTION SCHEDULE SOUTH RENTON TRANSIT CENTER 577 BT120-EPS121 2 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 1 ELECTRICAL CONDUIT AND CONDUCTOR SCHEDULE 3 SOUTH RENTON TRANSIT CENTER 580 BT120-EPS130 1 ELECTRICAL EQUIPMENT MATRIX SOUTH RENTON TRANSIT CENTER 581 BT120-EPS131 1 ELECTRICAL EQUIPMENT MATRIX SOUTH RENTON TRANSIT CENTER 582 BT120-EPS132 1 ELECTRICAL EQUIPMENT MATRIX SOUTH RENTON TRANSIT CENTER 583 BT120-ELS101 1 ELECTRICAL LUMINAIRE SCHEDULE SOUTH RENTON TRANSIT CENTER 584 BT120-ELS102 1 ELECTRICAL LIGHTING CONTROL MATRIX SOUTH RENTON TRANSIT CENTER 498 BT120-MPN001 0 MECHANICAL-PLUMBING GENERAL NOTES AND LEGEND CORE FACILITY 499 BT120-MPP121 1 MECHANICAL-PLUMBING UNDERGROUND PLAN -BELOW FINISHED FLOOR CORE FACILITY 500 BT120-MPP221 1 MECHANICAL-PLUMBING FLOOR PLAN–OVERALL–AT OR ABOVE FINISHED FLOOR CORE FACILITY 501 BT120-MPP222 0 MECHANICAL-PLUMBING ENLARGED FLOOR PLANS CORE FACILITY 502 BT120-MPP321 1 MECHANICAL-PLUMBING ROOF PLAN CORE FACILITY 503 BT120-MPS001 0 MECHANICAL-PLUMBING RISER DIAGRAM -DOMESTIC WATER CORE FACILITY 504 BT120-MPS002 0 MECHANICAL-PLUMBING RISER DIAGRAM -SANITARY SEWER CORE FACILITY 505 BT120-MPS003 0 MECHANICAL-PLUMBING SCHEDULES CORE FACILITY 506 BT120-MPD001 0 MECHANICAL-PLUMBING DETAILS CORE FACILITY 507 BT120-MPD002 0 MECHANICAL-PLUMBING DETAILS CORE FACILITY 508 BT120-MHN001 0 MECHANICAL-HVAC LEGEND, ABBREVIATIONS AND ENERGY CODES CORE FACILITY 509 BT120-MHN002 0 MECHANICAL-HVAC CONSTRUCTION, GENERAL AND KEY NOTES CORE FACILITY 510 BT120-MHP221 1 MECHANICAL-HVAC FLOOR PLAN BELOW 8' AFF CORE FACILITY 511 BT120-MHP222 1 MECHANICAL-HVAC FLOOR PLAN -ABOVE 8' AFF CORE FACILITY 512 BT120-MHS001 0 MECHANICAL-HVAC SCHEMATIC, DIAGRAMS CORE FACILITY 513 BT120-MHS002 0 MECHANICAL-HVAC SCHEDULE CORE FACILITY 514 BT120-MHS003 0 MECHANICAL-HVAC SCHEDULES 515 BT120-MHS005 0 MECHANICAL-HVAC BMS POINTS LIST CORE FACILITY 516 BT120-MHS006 0 MECHANICAL-HVAC CONTROLS NETWORK DIAGRAM CORE FACILITY 517 BT120-MHS007 0 MECHANICAL-HVAC CONTROLS SCHEDULE CORE FACILITY 518 BT120-MHS010 0 MECHANICAL-HVAC CONTROLS SCHEDULE CORE FACILITY 519 BT120-MHD001 0 MECHANICAL-HVAC DETAILS CORE FACILITY SHT. No.DWG. No.TITLEREV SHT. No.DWG. No.TITLEREV No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 7 / 2 5 | 12 : 0 1 P M | CS A X E C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - S A X E C \ D 0 4 6 8 5 1 4 \ S 1 - B T 1 2 0 - G Z I 0 0 1 - 0 0 6 . D W G S1-BT120-GZI001-006 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 TxS1-BT120-GZI001 GB-SEAL-JKH53550 SOUTH RENTON TRANSIT CENTER - BOOK 2 OF 3 MECHANICAL ARCHITECTURAL (CONT'D)ELECTRICAL STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 GENERAL INDEX OF DRAWINGS BT120-GZI005 BT120 006 A E. GOLLER E. GOLLER L. GILBERT J. HARPER 0 12/10/2024 EDG LDG JKH ISSUED FOR BID A 10/24/2025 LBR MS LBR COR PERMIT REVISIONS - CNWD #001 RTA/LR RTA/CN 0205-24 NTS 10/27/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433206 585 BT120-JCN203 0 SYSTEMS COMMUNICATIONS NOTES 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 7 593 BT120-JCE209 0 SYSTEMS STRIDE BAY AREA 1 COMMUNICATIONS ELEVATION 594 BT120-JCE210 0 SYSTEMS STRIDE LAYOVER COMMUNICATIONS 595 BT120-JCE211 1 SYSTEMS STRIDE BAY 8 COMMUNICATIONS ELEVATION 596 BT120-JCE212 0 SYSTEMS KCM BAY 2 COMMUNICATIONS ELEVATION 597 BT120-JCE213 0 SYSTEMS KCM BAY 7 COMMUNICATIONS ELEVATION 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 606 BT120-JFS206 0 SYSTEMS SOUND TRANSIT OTHER BAYS RISER DIAGRAM 607 BT120-JFS207 0 SYSTEMS KCM BAY 2 AND 7 RISER DIAGRAM 608 BT120-JFS208 0 SYSTEMS KCM OTHER BAYS RISER DIAGRAM 609 BT120-JCD204 0 SYSTEMS COMMUNICATIONS DETAILS 610 BT120-JCD205 0 SYSTEMS COMMUNICATIONS DETAILS 611 BT120-JCD206 0 SYSTEMS COMMUNICATIONS DETAILS 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 640 BT120-JCP003 2 SECURITY SITE -OVERALL PLAN TRANSIT CENTER 641 BT120-JCN051 1 SECURITY SYMBOLS AND LEGEND 642 BT120-JCP222 2 SECURITY FLOOR PLAN CORE FACILITY 643 BT120-JCP223 1 SECURITY CONDUIT PLAN CORE FACILITY 644 BT120-JCS051 0 SECURITY NETWORK RISER DIAGRAM 645 BT120-JCS052 1 SECURITY NETWORK RISER DIAGRAM 646 BT120-JCD551 0 SECURITY DETAILS 647 BT120-JCD552 0 SECURITY DETAILS 648 BT120-JCD553 1 SECURITY DETAILS 649 BT120-JCD554 0 SECURITY STANDARD DETAILS 650 BT120-JCD555 0 SECURITY STANDARD DETAILS 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 636 BT120-JCD504 0 TELECOM INSTALLATION DETAILS TRANSIT CENTER 637 BT120-JCD505 0 TELECOM INSTALLATION DETAILS TRANSIT CENTER 638 BT120-JCD506 0 TELECOM INSTALLATION DETAILS TRANSIT CENTER 639 BT120-JFS001 0 TELECOM OUTLET AND MATRICES TRANSIT CENTER SHT. No.DWG. No.TITLEREV SHT. No.DWG. No.TITLEREV No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 7 / 2 5 | 12 : 0 2 P M | CS A X E C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - S A X E C \ D 0 4 6 8 5 1 4 \ S 1 - B T 1 2 0 - G Z I 0 0 1 - 0 0 6 . D W G S1-BT120-GZI001-006 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 TxS1-BT120-GZI001 GB-SEAL-JKH53550 SOUTH RENTON TRANSIT CENTER - BOOK 2 OF 3 SYSTEMS COMMUNICATION SECURITY TELECOM STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 GENERAL INDEX OF DRAWINGS BT120-GZI006 BT120 007 A E. GOLLER E. GOLLER L. GILBERT J. HARPER 0 12/10/2024 EDG LDG JKH ISSUED FOR BID A 10/24/2025 LBR MS LBR COR PERMIT REVISIONS - CNWD #001 RTA/LR RTA/CN 0205-24 NTS 10/27/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433207 cor conditions of approval: 1. Issuance of Civil Construction Permit C24002123 is for the purposes of final project final contractor procurement. Construction shall not commence until written or verbal approval for construction activities is provided by City Project Manager or Inspector upon satisfaction of Conditions 2-6. Additional information such as contractor and subcontractor business licenses and insurance naming the City as additionally insured shall be approved by City risk management and legal staff and in place prior to construction. 2. A pre-construction meeting shall be held with the Applicant, Project Contractor, City Representatives and Inspection Staff. 3. All project construction and inspection fees shall be paid prior to scheduling of pre-construction meeting. 4. All temporary project entitlements (construction easements and/or property permissions) shall be in place and copies provided to the City prior to construction activities occurring within those temporary project entitlements. 5. Project Public Agency Service Agreement shall be in place and executed. 6. All outside agency permits or approvals such as Department of Ecology or Washington 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 City’s Project Manager in the event additional outside agency permits or approvals are required or delayed. 7. Sheet BT120-CHP101 (Page 42): Detailed haul route submittal requirement. 8. Sheet BT120-CDP100 (Page 163): Pipe and easement ownership exhibit requirement. 9. Sheet BT120-CDP105 (Page 166): Remove existing upstream pipe. 10. Sheet BT120-CDP105 (Page 166): Provide letter from KCM accepting maintenance responsibility of storm drainage structure and pipe. 11. Sheet BT120-UWP201 (Page 216): 2" RPBA required. 12. Sheet BT120-TSD101 (Page 239): Per Std. plan 140. 13. Sheet BT120-TSD102 (Page 240): #itsp+2515509990. 14. Sheets BT120-TMN101 & TMP101-115 (Sheets 250-264): Traffic control plans not approved. Separate submittal required.. 15. Sheets BT120-TDP101-103 (Sheets 265-265B): Traffic detour plans not approved. Separate submittal required. 16. Sheet BT120-LRP104 (Sheet 313): Add backflow prevention notes. 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. 18. Book 3: 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. 1 BT120-GZT001 1 GENERAL COVER SHEET 2 BT120-GZI001 A GENERAL INDEX OF DRAWINGS 3 BT120-GZI002 A GENERAL INDEX OF DRAWINGS 4 BT120-GZI003 A GENERAL INDEX OF DRAWINGS 5 BT120-GZI004 A GENERAL INDEX OF DRAWINGS 6 BT120-GZI005 A GENERAL INDEX OF DRAWINGS 7 BT120-GZI006 A GENERAL INDEX OF DRAWINGS 8 BT120-GZI701 A GENERAL INDEX OF DRAWINGS 9 BT120-GZK000 0 GENERAL PROJECT LOCATION ID PLAN 10 BT120-GZK001 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 MONUMENT PLAN SECURITY STANDARD DETAILS 651 BT120-RMP701 1 RIGHT OF WAY MONUMENT PLAN 652 BT120-RPP701 0 RIGHT OF WAY PROPOSED PLAN CIVIL ALIGNMENT PLAN SR 167 STA. 997+00.00 TO STA. 1002+50.00 RIGHT OF WAY PROPOSED PLAN 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 CIVIL CIVIL HAUL PLAN SR167CIVIL ALIGNMENT PLAN SR 167 STA. 1008+00.00 TO STA. 202+00.00 656 BT120-CHP701 0 CIVIL CIVIL HAUL PLAN SR167 CIVIL TYPICAL SECTIONS SR167CIVIL CIVIL HAUL PLAN SR167 657 BT120-CRY701 1 CIVIL TYPICAL SECTIONS SR167 658 BT120-CRY702 0 CIVIL TYPICAL SECTIONS SR167 CIVIL SITE PREPARATION PLAN SR 167 STA. 1002+50.00 TO STA. 1008+00.00CIVIL TYPICAL SECTIONS SR167 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 CIVIL EROSION AND SEDIMENT CONTROL PLAN SR167 STA. 1002+50.00 TO STA. 1008+00.00CIVIL SITE PREPARATION PLAN SR 167 STA.1008+00.00 TO STA. 202+00.00 661 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 CIVIL PAVING PLAN SR 167 STA. 1002+50.00 TO STA. 1008+00.00CIVIL TESC DETAILS 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 CIVIL PAVEMENT MARKING PLAN SR 167 STA. 1002+50.00 TO STA. 1008+00.00CIVIL PAVING PLAN SR 167 STA. 1008+00.00 TO STA. 202+00.00 667 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 CIVIL ILLUMINATION NOTES SR167CIVIL PAVEMENT MARKING DETAILS 670 BT120-CLN701 0 CIVIL ILLUMINATION NOTES SR167 671 BT120-CLP701 0 CIVIL ILLUMINATION PLAN SR167 TRAFFIC SIGNAGE PLAN SR 167 STA. 997+00.00 TOP STA. 1002+50.00 CIVIL ILLUMINATION PLAN SR167 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 TRAFFIC TRAFFIC CONTROL NOTES SR167TRAFFIC SIGNAGE DETAILS SR 167 IN RENTON 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 GENERAL RIGHT-OF-WAY SHT. No.DWG. No.TITLEREV SHT. No.DWG. No.TITLEREV SOUTH RENTON TRANSIT CENTER / SR 167 ROADWAY IMPROVEMENTS - BOOK 3 OF 3 No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 7 / 2 5 | 1: 4 5 P M | CS A X E C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - S A X E C \ D 0 4 6 8 5 1 4 \ S 1 - B T 1 2 0 - G Z I 7 0 1 . D W G S1-BT120-GZI701 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 TxS1-BT120-GZI001 GB-SEAL-JKH53550 ROADWAY CIVIL ALIGNMENT CONSTRUCTION STAGING TYPICAL SECTIONS SITE PAVEMENT MARKING ILLUMINATION EROISION AND SEDIMENT CONTROL TRAFFIC SIGNAGE MAINTENANCE OF TRAFFIC STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 GENERAL INDEX OF DRAWINGS SR 167 BT120-GZI701 BT120 008 A E. GOLLER E. GOLLER L. GILBERT J. HARPER 0 12/10/2024 EDG LDG JKH ISSUED FOR BID A 10/24/2025 LBR MS LBR COR PERMIT REVISIONS - CNWD #001 RTA/LR RTA/CN 0205-24 NTS 10/27/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433208 Mountlake Terrace Transit Center (L300) Downtown Redmond SE Redmond East Main (E335) E16 Midtown Everett SW Everett Industrial Center SR 526 & Evergreen Mariner Ash Way Northgate (N160) Roosevelt (N150)Redmond Technology Center (E360) (Overlake Transit Center) Overlake Village (E360) South KirklandUniversity of Washington (U250) Capitol Hill (U240) Bellevue Downtown (E335) (Bellevue Transit Center) B e l - R e d & 130th (E340) Spring District & 120th (E335)Wilburton (E335) (Hospital) Redmond South Bellevue (E320) Eastgate Richards Rd. Issaquah Delr i d g e Mercer Island (E130) "Current" Sodo (C700) (Lander Street) Judkins Park (E130) (Rainier) West Alderwood Mount Baker (C710) (McClellan Street) Lynnwood Transit Center (L300) Columbia City (C735) (Edmonds/Columbia City) N11 Seattle Ballard Interbay Smith Cove Seattle Center South Lake Union Denny Westlake (C510) University St. (C510) Pioneer Square (C510) International District (C510) Av a l o n Alaska Junction E09 Othello (C735) C23C19 Be a c o n H i l l ( C 7 1 0 ) C07 Issaquah C05 N03 B07 C04 B09 B11 N09 E01 N13 N15 220th Street (Provisional) N19 Mercer Island Lid (WSDOT) Q03 N21 N23 N25 N27 N29 N33 N35 N37 E19 E21 Q01 K01 W07 W05 Yard O&M Facility MOW Facility Link Control Center N36 Lynnwood N30 N28 N26 N24 N22 N20 N18 N16 N14 N12 N10 Bellevue N08 N06 N04 E30 E28 E26 E24 E 2 2 E20 E10 E12 E08 C08 C02 C24 C06 C14 C12 I00 C26 C28 C2 0 C1 8 C2 2 N3 4 B16 B14 B12 B10 B08 B06 C1 6 West Seattle Ballard Y01 M01 M02 M03 E03E02E00 E04 E05 E06 Yard O&M Facility Y02 M04 M05 MOW Facility K00 Q02 W 0 6 W04 N17 E27 E25 E11 Mount Baker Lid (WSDOT) "New" Sodo B03 W00 B02 B04 B15 B13 B17 E15 N31 N32 SR 99 & Airport Rd (Provisional) S Graham St. C40 Parking (L200) W03 Parking (L200) Parking (L200) Parking (Provisional) Parking (L200) Parking (L300) Parking (E320) Parking (E360)N07 U District (U140) (Brooklyn) C25 C125 C27 E31 E42 B00 N05 N00 N02 Pine St. Ventilation Facility C01Convention Place Facility E23 E18 E29 E14 C15W01 B01C09 B05C03 NP23 NP21 NP17 NP15 NP13 NP11 EP09 EP27 Q07 Q04 Q05Lakemont (Provisional) Q06 Stadium (C700) (Royal Brougham) Shoreline South (L200) (145th St.) Shoreline North (L200) (185th St.) NE 130th St. (L200) (Provisional) C13 W02 BT310 BT312 BT314 1 5 t h A v e . N E ( S 3 ) 3 0 t h A v e . N E ( S 3 ) BT320 BT322 BT324 BT330 BT332 BT334 BT340 BT342 BT344 BT346 BT260 BT350 N E 1 5 3 r d S t . ( S 3 ) N E 1 6 5 t h S t . ( S 3 ) 6 1 s t A v e . N E ( S 3 ) Lake Forest Park Town Center (S3) 6 8 t h A v e . N E ( S 3 ) K e n m o r e P a r k - n - R i d e ( S 3 ) 1 0 4 t h A v e . N E ( S 3 ) 98th Ave. NE (S3) Canyon Park (S2) BTP324 BTP340 BTP334 Beardslee Blvd. NE 195th St. (S2) UW Bothell/Cascadia College (S3) BT350 BT240 BT230 BT220 SR 522/I-405 TRANSIT HUB (S2) BRICKYARD (S2) KINGSGATE / TOTEM LAKE (S2) BT210NE 85TH (S3) BTP101 BT100 BTP110 BT110 NE 44TH STREET (S1) NP37 NP29 NP27 New Westlake E07 EP29 BTM01 BTM02 BTM03 BTM04 Admin & Ops Parking & Service Guard Booth MOW Hilltop District (T100) Fi f e Ta c o m a D o m e Po r t l a n d A v e Union (C910) Tukwilla/ Intl Blvd. (C755) (S 154th Street) Convention Center (C910) "New" Theater District (C910) "Current" Theater District (C910) T01 T05 T07 T09 T11 T13 T17 T19 T21 T23 T2 5T27 T2 9 T3 1T33 T3 5 T3 7 Old City Hall (T100) S 4th Ave (T100) Tacoma General (T100) 6th Ave (T100) St J o s e p h ( T 1 0 0 ) Hi l l T o p S S p r a g u e A v e S U n i o n A v e S S t e v e n s S t S P e a r l S t Ta c o m a Com m u n i t y Co l l e g e T15 Stadium District (T100) S13 S11 S09 South Federal Way S07Federal Way Transit Center (F200) S05S 272nd Street (F200) (Star Lake) S03Kent/ Des Moines (F200) S01Angle Lake (S440) (S 200th Street) C37Airport Exit Loop (C430R) SeaTac Airport (C420) Tacoma C35 Rainier Beach (C735) (Henderson Street) C34 Y00 M00 Ya r d ( C 9 2 0 ) O& M ( C 9 2 0 ) C30 C32 C36 S00 S04 S02 S06 S08 S10 S12S14 T0 4 T06 T08 T10 T12 T14 T16 T18 T20 T22 T24 T3 6 T34 T3 2 T30 T28 T2 6 SeaTac S 133rd St. (C755) Boeing Access Road Parking Parking (S445) C29 C31 Federal Way Parking (F200) Parking (F200) CP31 C33 SP01 SP03 SP05 SP07 S15 Parking (F200) T03 T0 2 S 2 5 t h BTP120 BT120 SOUTH RENTON (S1) BT130 TUKWILA INTL BLVD (S1) BT140 BURIEN TRANSIT CENTER (S1) Yard O&M Facility MOW Facility LSW Storage Y03 M08 M09 M10 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 GENERAL PROJECT LOCATION ID PLAN BT120-GZK000 BT120 E. GOLLER C. SAXE M. FOLWELL J. HARPER 0 12/10/2024 EDG LDG JKH ISSUED FOR BID NTS N X##X## X## X## X## XX## LEGEND: At-Grade Station Grade Separated Station Tunnel Station Facility At-Grade Track Grade Separated Track Tunnel Track Linked Stations Tunnel Station SEE VIEW AT LEFT SEE VIEW AT RIGHT No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 11 / 1 8 / 2 4 | 10 : 2 6 A M | CS A X E C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - S A X E C \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - G Z K 0 0 0 . D W G S1-BT120-GZK000 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 GB-SEAL-JKH53550 12/04/2024 0009 RTA/CN 0205-24 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433209 SW GRA D Y W A Y SW 7TH ST / / / / / / / / / / / / / / / / / / //// / / / / / / / / / //////// // / / / / / / RA I N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRA D Y W A Y SW 7TH ST / / / / / / / / / / / / / / / / / / //// / / / / / / / / / //////// // / / / / / / RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 S W G R A D Y W A Y SW 7 T H S T / / / / / /////////////// // / / // /////////// ///////////// / / / / / / / / / / / / / / /////// /// / / / / / / / / / / // / / / / / / //////////////// / / ////// // / / / / / / HARDIE AVE SWSR-167 I- 4 0 5 N SCALE IN FEET 0150 300300 600 (1" = 300') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 GENERAL KEY PLAN BT120-GZK001 BT120 E. GOLLER C. SAXE M. FOLWELL J. HARPER 0 12/10/2024 EDG LDG JKH ISSUED FOR BID 1"=300' No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 11 / 1 8 / 2 4 | 2: 1 8 P M | CS A X E C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - S A X E C \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - G Z K 0 0 1 . D W G S1-BT120-GZK001 FACILITY ID: Xrefs: xS1-BT120-VRX001 xBRT-CUD05-TB22x34 xS1-BT120-GZK020 GB-SEAL-JKH53550 xS1-BT120-GZK701 LAKE AVE S 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 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 01 **P = DESIGN ELEMENT PLAN VIEW DESIGNATION 01 SCALE: 1" = 300' KEY MAP - ROADWAY SHEETS 02 03 04 05 06 02 03 04 05 06 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 1"=20' DRAWING SETS S1-BT120-**P201 S1-BT120-**P202 S1-BT120-**P203 S1-BT120-**P204 S1-BT120-**P205 01 **P = DESIGN ELEMENT PLAN VIEW DESIGNATION 01 SCALE: 1" = 300' KEY MAP - SITE SHEETS 02 03 04 05 02 03 04 05 SOUTH RENTON TRANSIT CENTER STATION SOUTH RENTON TRANSIT CENTER STATION SCALE: 1" = 300' KEY MAP - SR-167 SHEETS N 07 CROSS REFERENCING OF DRAWINGS BASE SHEET TITLE 1"=20' DRAWING SETS S1-BT120-**P701 S1-BT120-**P702 S1-BT120-**703 01 02 03 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 **P = DESIGN ELEMENT PLAN VIEW DESIGNATION 07 01 02 03 N N 12/04/2024 0010 RTA/CN 0205-24 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433210 #NUMBER, TYPE %PERCENT &AND *DIM REQ VERIFICATION BY OTHER DIM /OF @ AT +/-PLUS OR MINUS, DIM REQ FIELD VERIFY Δ TOTAL CENTRAL ANGLE OF SPIRAL AND CIRCULAR CURVES Δc CENTRAL ANGLE OF CIRCULAR CURVE EXTENDING FROM SC TO CS Δc1 SUFFIX (1) DENOTES DATA FOR THE FIRST CIRCULAR CURVE OF A COMPOUND CURVE Δc2 SUFFIX (2) SAME AS ABOVE - SECOND CIRCULAR CURVE OF A COMPOUND CURVE ϴs1 CENTRAL ANGLE OF SPIRAL SUFFIX (1) ϴs2 CENTRAL ANGLE OF SPIRAL SUFFIX (2) ϴs3 CENTRAL ANGLE OF SPIRAL SUFFIX (3) └SINGLE ANGLE ┘└ DOUBLE ANGLE Ø DIAMETER, PHASE (E)EXISTING (F)FUTURE (N)NEW A A AMPERE A/B AIR BRAKE A/C ASPHALTIC CONCRETE A/G AT-GRADE A/R AS REQUIRED A/S ACRYLIC-LATEX SEALANT A/T AUTO TENSION A/V AUDIO VISUAL AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS AB ANCHOR BOLT ABD ABANDON(ED) ABDV AUTOMATIC BALL DRIP VALVE ABUT ABUTMENT ABV ABOVE AC ALTERNATING CURRENT, ABOVE COUNTER, AIR COMPRESSOR, ASBESTOS CEMENT, AIR CONDITIONING ACCP AIR CONDITIONING CONTROL PANEL ACD ASBESTOS CEMENT DUCT (CONDUIT) ACI AMERICAN CONCRETE INSTITUTE ACOUS ACOUSTICAL ACOUS PNL ACOUSTICAL PANEL ACP ASBESTOS CEMENT PIPE, ASPHALT CONCRETE PAVEMENT ACPL AUXILIARY CONTROL PANEL ACR ACRYLIC, ACCESS CARD READER ACS ACCESS ACSR ALUMINUM CONDUCTOR STEEL REINFORCED ACT ACOUSTICAL CEILING TILE ACT-#ACOUSTICAL CEILING TILE - TYPE ACU AIR CONDITIONING UNIT AD ACCESS DOOR, AREA DRAIN ADA AMERICAN WITH DISABILITIES ACT ADD ADDENDUM, ADDENDA ADDL ADDITIONAL ADJ ADJACENT, ADJUST(ABLE) AESS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL AF AMP FUSE, AMP FRAME AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AGG AGGREGATE AGG B AGGREGATE BASE AGG SB AGGREGATE SUB BASE AGHA ALTERATION OF GEOLOGICAL HAZARD AREA AHCP AIR HANDLING CONTROL PANEL AHCW AUTOMATIC HIGHWAY CROSSING WARNING AHD AHEAD AHJ AUTHORITIES HAVING JURISDICTION AHU AIR HANDLING UNIT AIC AMPERE INTERRUPTING CURRENT AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION AL ALUMINUM ALIGN ALIGNMENT ALM ALARM ALT ALTERNATE ALUM ALUMINUM AMP AMPERE, AMPERAGE ANC ANCHOR(AGE) ANOD ANODIZE(D) ANS AMBIENT NOISE SENSOR ANSI AMERICAN NATIONAL STANDARDS INSTITUTE ANT ANTENNA AP ANGLE POINT, APPROACH APC-#ACOUSTICAL PANEL CEILING AP-#ACOUSTICAL PLASTER TYPE APPROX APPROXIMATELY APT AUXILIARY POWER TRANSFORMER AR ANCHOR ROD ARC ABRASION RESISTANT COATINGS ARCH ARCHITECT, ARCHITECTURAL AREMA AMERICAN RAILWAY ENGINEERING AND MAINTENANCE-OF-WAY ASSOCIATION ARV AIR RELIEF VALVE AS AIR SEPARATOR, AMPMETER SWITCH ASA AMERICAN STANDARDS ASSOCIATION ASL AIRSPACE LEASE ASPH ASPHALT ASSY ASSEMBLY ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS AT AMP TRIP ATB ASPHALT TREATED BASE ATCH ATTACH ATM ALONG TRACK MOVEMENT ATP AUTOMATIC TRAIN PROTECTION ATR ABOVE TOP RAIL ATS AUTOMATIC TRANSFER SWITCH AUTO AUTOMATIC AUX AUXILIARY AV ALARM VALVE, AUDIO VISUAL AVE AVENUE AWG AMERICAN WIRE GAUGE AWI ARCHITECTURAL WOODWORK INSTITUTE AWS AMERICAN WELDING SOCIETY AWWA AMERICAN WATER WORKS ASSOCIATION B B BRICK B&B BALLED AND BURLAPPED B-SPAN BODY SPAN B/BOTTOM/BACK OF B/B BACK TO BACK B/C BOTTOM OF CURB B/L BASE LINE B/W BALANCE WEIGHT, BACK OF WALK BAL BALANCE BAT BATTERY BCD-#BIRD CONTROL SYSTEM TYPE BCP BRANCH CIRCUIT PANEL BCR BIKE CARD READER BD BOARD, BYPASS DAMPER BDA BI-DIRECTIONAL AMPLIFIER BDD BACK DRAFT DAMPER BEG BEGINNING BF BACK FACE, BOTTOM FACE, BACKFILL BFA BY-PASS FEEDER ANCHOR BFF BELOW FINISHED FLOOR BFP BACKFLOW PREVENTER BH BORED HOLE BHP BRAKE HORSE POWER BIA BRICK INSTITUTE OF AMERICA BIJ BONDED INSULATED JOINT BIL BASIC IMPULSE LEVEL BIT BITUMINOUS BJF BITUMINOUS JOINT FILLER BK BACK BKF BACKFILL BKR BREAKER BL BASE LINE, BUILDING LINE, BOUNDARY LINE BLD BUILDING BLK BLOCK BLKG BLOCKING BLKR BICYCLE LOCKER BLST BALLAST BLVD BOULEVARD BM BEAM, BENCHMARK BMP BEST MANAGEMENT PRACTICE(S) BMS BUILDING MANAGEMENT SYSTEM BNSF BNSF RAILWAY BO BOTTOM OF, BREAK OUT, BLOCK OUT, BLOW OFF VALVE BOB BOTTOM OF BRICK BOC BACK OF CURB BOD BOTTOM OF DUCT BOF BOTTOM OF FOOTING BOH BACK OF HOUSE BOP BOTTOM OF PIPE BOS BOTTOM OF STRUCTURE BOT BOTTOM BOW BACK OF WALK BP BACKFLOW PREVENTER BPP BRANCH POWER PANEL BR BRIDGE, BARE ROOT BRD BAROMETRIC RELIEF DAMPER BRG BEARING BRG PL BEARING PLATE BRK-#BRICK MASONRY TYPE BRKT BRACKET BS BOTH SIDES, BIRD SCREEN BSMT BASEMENT BTU BRITISH THERMAL UNIT BTUH BRITISH THERMAL UNITS PER HOUR BV BALL VALVE BVL BEVELED BW BOTH WAYS, BOTTOM OF WALL BZ BRONZE C C CONDUIT, CELSIUS/CENTIGRADE, COMMUNICATIONS, CHANNEL, CLOSE C&C CUT AND COVER C&G CURB AND GUTTER C&S COMMUNICATION AND SIGNALS C/B COVE BASE C/C CENTER TO CENTER, CONCRETE CULVERT C/G CORNER GUARD C/L CURB LINE C/S COUNTERSUNK C-SPAN CROSS SPAN CAB CABINET CAL CALIPER CALC CALCULATED CANT CANTILEVER CAT CATEGORY, CATENARY CATV CABLE TELEVISION CB CATCH BASIN CBB CEMENTITIOUS BACKERBOARD CBL CABLE CC COOLING COIL, CENTER OF CIRCULAR CURVATURE, CIP INTEGRAL COLOR CC-# CCL CENTRAL CONTROL CCTB CORROSION CONTROL TEST BOX CCTV CLOSED-CIRCUIT TELEVISION CCW COUNTER CLOCKWISE CD COLD DRAWN, CONDENSATE DRAIN, CLEARANCE DISTANCE CDC COMMUNICATIONS DISTRIBUTION CABINET CDF CONTROLLED DENSITY FILL CE CONSTRUCTION EASEMENT, CLEARANCE ENVELOPE CED CONCRETE ENCASED DUCTBANK CEM CEMENT CEM BD CEMENT BOARD CEM PLAS CEMENT PLASTER CER CERAMIC CF-#CEMENTITIOUS FIREPROOFING TYPE 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) CONST CONSTRUCT(ION) CONT CONTINUOUS/CONTINUATION, CONTAINER GROWN CONT'D CONTINUED STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 GENERAL GENERAL ABBREVIATIONS BT120-GZN001 BT120 E. GOLLER C. SAXE M. FOLWELL J. HARPER 0 12/10/2024 EDG LDG JKH ISSUED FOR BID NTS ABBREVIATIONS No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 11 / 1 8 / 2 4 | 10 : 2 6 A M | CS A X E C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - S A X E C \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - G Z N 0 0 1 - 0 0 5 . D W G S1-BT120-GZN001-005 FACILITY ID: 12/04/2024 0011 RTA/CN 0205-24 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433211 F F FLAG POLE, FAHRENHEIT, FIX F'c 28 DAY CONCRETE STRENGTH F/R FIRE RATED F/T FIXED TERMINATION F TO F FACE TO FACE FA FIRE ALARM, FIXED ANCHOR, FLOOR ASSEMBLY FAAP FIRE ALARM ANNUNCIATOR PANEL FABX FIRE ALARM BOX FAC FACILITY FACP FIRE ALARM CONTROL PANEL FAF FRESH AIR FAN FAI FRESH AIR INTAKE FB FLAT BAR, FORESTED BUFFER FBO FURNISHED BY OWNER FBRGLC FIBERGLASS CONDUIT FC FACE OF CURB, FLEXIBLE CONNECTION, FARE COLLECTION FC-#FLUOROPOLYMER COATING TYPE FCC FIRE COMMAND CENTER FCO FLOOR CLEANOUT FCS FIELD CONTROL SYSTEM FCU FAN COIL UNIT FD FIBER DUCT, FLOOR DRAIN FDC FIRE DEPARTMENT CONNECTION FDCP FIRE DAMPER CONTROL PANEL FDN FOUNDATION FDP FIBER DISTRIBUTION PANEL FDR FEEDER FE-#FIRE EXTINGUISHER TYPE FEC-#FIRE EXTINGUISHER CABINET TYPE FF FINISHED FLOOR, FAR FACE FFJ FULL FEEDING JUMPER FG FINISH GRADE FH FIRE HYDRANT FHC FIRE HOSE CABINET CONTR CONTRACTOR CONTV CONTROL VALVE COR CITY OF REDMOND COORD COORDINATE CORP CORPORATION CORR CORRIDOR, CORRUGATED COV COVER(ED) CP CONCRETE PIPE, CONDUIT CPLG COUPLING CPP COMMUNICATIONS POWER PANEL CPT CONTROL POWER TRANSFORMER, CONTROL POINT CPW-#CEMENTITIOUS WALL PANEL - TYPE CR CURB RAMP, CONDUIT RISER CRL CANE RAIL CRS COLD ROLLED STEEL CS COMBINED SEWER, CURVE TO SPIRAL CSBC CRUSHED SURFACING BASE COURSE CSJ CONSTRUCTION JOINT, CLOSURE STRIP JOINT CSK CASEWORK CSL CROSSHOLE SONIC LOGGING CSM COMBINED SEWER MANHOLE CSMH COMBINED SEWER MANHOLE CSMT CASEMENT CSP CONCRETE SEWER PIPE CST CAST STONE CSTC CRUSHED SURFACING TOP COURSE CT CERAMIC TILE, CONICAL TEE, CURRENT TRANSFORMER CTB CEMENT TREATED BASE CTR CENTER(S) CTRL CONTROL CTRLR CONTROLLER CTY CABLE TRAY CU COPPER, CUBIC, CONDENSING UNIT CU YD CUBIC YARD CULV CULVERT CV CONTROL VALVE, CONSTANT VOLUME, CABLE VAULT CVLV CHECK VALVE CW CONCRETE WALK, CONTACT WIRE, CLOCKWISE, COLD WATER CWA COUNTERWEIGHT ANCHOR CWP CEMENTITIOUS WALL PANEL CWR CONTINUOUS WELDED RAIL CWT COUNTERWEIGHT CW-#CURTAIN WALL TYPE CY CUBIC YARD(S) D D DEEP, DEPTH, DUCT D/W DRIVEWAY DA DISABLED DB DRY BULB, DIRECT BURIED, DC BREAKER DB DUCT, CONDUIT, DEPTH, DUCTBANK DBA DEFORMED BAR ANCHOR DBH DIAMETER BREAST HEIGHT DBL DOUBLE Dc DEGREE OF CIRCULAR CURVE (ARC DEFINITION) DC DIRECT CURRENT, DISTRIBUTION CABINET DCDA DOUBLE CHECK DETECTOR ASSEMBLY DCM DESIGN CRITERIA MANUAL DCVA DOUBLE CHECK VALVE ASSEMBLY DCW DOMESTIC COLD WATER DDCA DOUBLE DETECTOR CHECK ASSEMBLY DEF DEFLECTION DEF JT DEFLECTION JOINT DEG DEGREE DEL DELETE DEMO DEMOLITION DESC DESCRIPTION DET, DTL,DETAIL(S) DTLS DF DIRECT FIXATION, DRINKING FOUNTAIN DGA DOWN GUY ANCHOR DH DUCT HEATER DHW DOMESTIC HOT WATER DHWC DOMESTIC HOT WATER CIRCULATION DI DROP INLET, DUCTILE IRON, DISCRETE INPUT DIA, DIAM DIAMETER DID DOOR INTRUSION DETECTOR DIFF DIFFUSER DIM DIMENSION DIP DUCTILE IRON PIPE DIR DIRECTION DISC DISCONNECT DISC SW DISCONNECT SWITCH DISCH DISCHARGE DISTR DISTRIBUTION DL DEAD LOAD DLN DRIPLINE DMP-#DECORATIVE METAL PANEL TYPE DN DOWN DO DITTO, DISCRETE OUTPUT DOC DEGREE OF CURVATURE DOE DEPARTMENT OF ECOLOGY DOIT DEPARTMENT OF INFORMATION TECHNOLOGY DOM DOMESTIC DP DAMPPROOFING, DEEP DPR DAMPER DR DRIVE, DOOR DRN DRAIN DS DOWNSPOUT, DOOR SWITCH DSP DRY STANDPIPE DWG(S)DRAWING(S) DWL DOWEL DWR DRAWER DWV DRAIN, WASTE, VENT DX DIRECT EXPANSION E E EAST/EASTING, ELECTRICAL E/P EDGE OF PAVEMENT E/S EDGE OF SHOULDER Ea ACTUAL TRACK SUPERELEVATION (INCHES) EA EACH, EXHAUST AIR EAT ENTERING AIR TEMPERATURE EB EASTBOUND EBC EMBEDDED CONDUIT EC ELECTRICAL CONTRACTOR, END CAP, ELECTRICAL CONDUIT, EPOXY-COATED, ELECTRICALLY COMMUTATED ECS ENVIRONMENTAL CONTROL SYSTEM ED ELECTRIC(AL) DUCT EDD EXHAUST DUCT DAMPER EER ENERGY EFFICIENCY RATING EF EACH FACE, EXHAUST FAN EFAN EXHAUST FAN EFC EXPOSED FINISH CONCRETE EPOXY FIBERGLASS CONDUIT EFD EXHAUST FAN DAMPER EFF EFFICIENCY EFW EFFECTIVE FLUID WEIGHT EG EXISTING GRADE EGR EMERGENCY GUARD RAIL EHC ELECTRIC HEATING COIL EHS EXTRA HIGH STRENGTH EI ELECTRICAL INTERLOCK EJ EXPANSION JOINT EJ-# / EJC-#EXPANSION JOINT COVER TYPE ELAST-#ELASTOMERIC COATING TYPE EL/ELEV ELEVATION, ELEVATOR ELAST ELASTOMERIC ELEC/ELECT ELECTRIC(AL) ELECPBD ELECTRIC PANEL BOARD ELP EMERGENCY LIGHTING PANEL EM ELECTROMAGNETIC MONITORING EMB EMBEDMENT, EMBEDDED PLATE/ITEM EMER EMERGENCY EMH ELECTRIC MANHOLE EMI ELECTROMAGNETIC INTERFERENCE EMP EMERGENCY MANAGEMENT PANEL EMR ELEVATOR MACHINE ROOM EMRF EMERGENCY REVERSIBLE FAN EMS EMERGENCY MANAGEMENT SYSTEM EMT ELECTRICAL METALLIC TUBING ENCL ENCLOSURE ENGR ENGINEER ENTR ENTRANCE EOP/EP EDGE OF PAVEMENT EPF ELEVATOR SHAFT PRESSURIZATION FAN EPO EMERGENCY POWER OFF EPP EMERGENCY POWER PANEL EQ EQUAL EQNBK STATION EQUATION BACK EQNAHD STATION EQUATION AHEAD EQPT EQUIPMENT EQUIV EQUIVALENT ERER EMERGENCY BACKPACK STORAGE ES EACH SIDE, EXTRA STRENGTH ESC ESCALATOR ESL ELECTRIC STREET LIGHT ESMT EASEMENT ESP EXTERNAL STATIC PRESSURE EST ESTIMATED ETC ET CETERA ETEL EMERGENCY TELEPHONE ETS EMERGENCY TRIP STATION ETT ELECTRIC TRANSMISSION TOWER ETW EDGE OF TRAVELED WAY Eu UNBALANCED TRACK SUPERELEVATION (INCHES) EUH ELECTRICAL UNIT HEATER EV ELECTRIC VAULT, ELECTRIC VEHICLES EVP EMERGENCY VEHICLE PREEMPTION EW EACH WAY, EASTBOUND TO WESTBOUND EWC ELECTRIC WATER COOLER EWH ELECTRIC WATER HEATER EWT ENTERING WATER TEMPERATURE EX/EXIST EXISTING EXC/EXCAV EXCAVATION EXF EXHAUST FAN EXH EXHAUST EXP EXPANSION EXPO EXPOSED EXT EXTERIOR, EXTINGUISHER, EXTERNAL FHMS FLAT HEAD MACHINE SCREW FHV FIRE HOSE VALVE FIN FINISH(ED) FIX FIXED FIXT FIXTURE FJ FEEDER JUMPER FL FLOW LINE, FLANGE FLA FULL LOAD AMPA FL-#FLOURPOLYMER COATING - TYPE FLEX FLEXIBLE FLG FLANGE FLH FLATHEAD FLR FLOOR FLSH FLASHING FLUOR FLUORESCENT FM FORCE MAIN FMP FIRE MANAGEMENT PANEL FN FENCE FND FOUNDATION, FAN DAMPER FNIC FUTURE NOT IN CONTRACT FO FACE OF, FIBER OPTIC FOB FACE OF BRICK FOC FACE OF CONCRETE, FACE OF CURB FOF FACE OF FINISH FOIC FURNISHED BY OWNER, INSTALLED BY CONTRACTOR FOIO FURNISHED BY OWNER, INSTALLED BY OWNER FOP FACE OF POLE FOS FACE OF SLAB / STUD / STRUCTURE, FACTOR OF SAFETY FOT FIBER OPTIC TRANSMISSION SYSTEM FOW FACE OF WALL FP FIRE PROTECTION FPAP FALL PROTECTION ANCHOR POST FPM FEET PER MINUTE FPP FIBER OPTIC PATCH PANEL FPRF FIRE PROOF FR FROM FREQ FREQUENCY, FREQUENTLY FRP FIBERGLASS REINFORCED PLASTIC/POLYMER FRT FIRE RESISTANT TREATED FS FAR SIDE, FIRE SERVICE, FUSED SWITCH FSD FIRE SMOKE DAMPER FT FOOT/FEET FTB FLUIDIZED THERMAL BACKFILL FTC FIRE EXTINGUISHER/TELEPHONE CABINET FTG FOOTING FUR FURRING FURN FURNISH FUT FUTURE FVE FARE VENDING EQUIPMENT FVEC FIRE VALVE & EXTINGUISHER CABINET FVNR FULL VOLTAGE NON-REVERSING FW FIELD WELD FWD FORWARD FXTR FIXTURE STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 GENERAL GENERAL ABBREVIATIONS BT120-GZN002 BT120 E. GOLLER C. SAXE M. FOLWELL J. HARPER 0 12/10/2024 EDG LDG JKH ISSUED FOR BID NTS ABBREVIATIONS (CONT'D) No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 11 / 1 8 / 2 4 | 10 : 2 6 A M | CS A X E C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - S A X E C \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - G Z N 0 0 1 - 0 0 5 . D W G S1-BT120-GZN001-005 FACILITY ID: 12/04/2024 0012 RTA/CN 0205-24 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433212 I J M K I/O INPUT/OUTPUT I/R IN-RUNNING (RIDING CONTACT WIRE) I INTERLOCK IA INTRUSION ALARM IB IMPEDANCE BONDS IBC INTERNATIONAL BUILDING CODE ICC INTERNATIONAL CODE COUNCIL ID INSIDE DIAMETER/DIMENSION IDENTIFICATION IE INVERT ELEVATION IF INSIDE FACE IJ INSULATING / ISOLATION JOINT ILLUM ILLUMINATED IM INFORMATION MONITOR IN INCH(ES) IN WC INCHES WATER COLUMN INC INCLUDE, INCOMING INCD INCANDESCENT INCL INCLUDE, INCLUDING IND INDICATE J JUMPER JAN JANITOR JB, J-BOX JUNCTION BOX JCT JUNCTION JS JANITOR SINK JST JOIST JT/JNT JOINT JT BKR JOINT BACKER K KIP (1000 POUNDS) KA KILOAMPERE KC KING COUNTY KCMIL THOUSAND CIRCULAR MILS KCWW KING COUNTY WASTE WATER KF KIP-FOOT KO KNOCK-OUT KLF KIPS PER LINEAR FOOT KSF KIPS PER SQUARE FOOT KSI KIPS PER SQUARE INCH KV KILOVOLT KVA KILOVOLT AMPERE KVAR KILOVOLT AMPERES REACTIVE KW KILOWATT KWHR KILOWATT-HOUR M METER, MOVEABLE M/L MAIN LINE M/N MODEL NUMBER M/O MOTOR OPERATED M/W MESSENGER WIRE MA MAST ARM MACH MACHINE MAINT MAINTENANCE MAS MASONRY MAT MIXED AIR TEMPERATURE MATL MATERIAL MAV MANUAL AIR VENT MAX MAXIMUM MBH 1000 BRITISH THERMAL UNITS PER HOUR MBR MEMBER G G1 GRADE SUFFIX (1) G2 GRADE SUFFIX (2) G GAS, GROUND, GRADE G/L GROUND/GRADE LINE G/R PL GUARD RAIL PLATE GA GAUGE GAL GALLON GALV GALVANIZED, HOT DIPPED GALVANIZED GALVS GALVANIZED STEEL GB GRAB BAR, GROUND BUS GB-#GLAZING BLOCK TYPE GC GENERAL CONTRACTOR GD GUIDEWAY DISPERSION, GARAGE DRAIN GDR-#GUARDRAIL SYSTEM TYPE GEN GENERATOR GFCI GROUND FAULT CIRCUIT INTERRUPTER GFI GROUND FAULT INTERRUPTER GFRP GLASS FIBER REINFORCED PLASTIC GFRP-#GLASS FIBER REINFORCED PLASTIC - TYPE GH GROUND HYDRANT GI GROUND INLET GL GLAZING GL-#GLAZING TYPE GM GAS METER GND GROUND GP GAUGE PLATE GP-#GRAFITTI COATING TYPE GPM GALLONS PER MINUTE GR GRADE, GAS REGULATOR GALVANIZED GRAN GRANITE GRD GROUNDING DEVICE, GRILLE REGISTER DIFFUSER GRL GRILLE GRL-#OVERHEAD COILING GRILLE TYPE GRS GALVANIZED RIGID STEEL GRSC GALVANIZED RIGID STEEL CONDUIT GRTG-#GRATING TYPE GRX GRADE CROSSING GS GALVANIZED STEEL GSC GALVANIZED STEEL CONDUIT GSP GALVANIZED STEEL PIPE, CONDUIT (GSC) GUY GUY LINE GV GAS VALVE, GATE VALVE, GREASE VENT GVP GAS VENT PIPE GW GREASE WASTE GWB GYPSUM WALL BOARD GYP GYPSUM H H HIGH, HORIZONTAL, HEIGHT H-SPAN HEAD SPAN H/R HEAD ROOM H/W HOT WATER HAS HEADED ANCHOR STUD HB HOSE BIBB HC HEATING COIL, HOLLOW CORE HD HARD DRAWN HDPE HIGH DENSITY POLYETHYLENE (PIPE) HDR HEADER HDW HARDWARE HEX HEXAGONAL HH HAND HOLE HI TRACK HIGHPOINT HK HOOK HM HOLLOW METAL HMA HOT MIX ASPHALT HMD HOLLOW METAL DOOR HMF HOLLOW METAL FRAME HNDRL-#HAND RAIL TYPE HO HAND OPERATED HOF HEEL OF FROG HORIZ HORIZONTAL HP HORSE POWER, HIGH PRESSURE HPC HIGH PERFORMANCE COATING HPC-#HIGH PERFORMANCE COATING TYPE HPG HIGH PRESSURE GAS HPT HIGH POINT HR HANDRAIL HRC HEAT RECOVERY COIL HRL HIGH RAIL LEVEL HS HIGH STRENGTH, HEEL OF SWITCH HSB HIGH STRENGTH BOLT HSS HOLLOW STEEL/STRUCTURAL SECTION HIGH STRENGTH STEEL HT HEIGHT(H), HAND THROW (MANUAL) HTR HEATER HV HIGH VOLTAGE HVAC HEATING, VENTILATION & AIR CONDITIONING HW HEADWALL HWT HOT WATER TANK HYD HYDRANT HZ HERTZ INFO INFORMATION INSP INSPECTION, INSPECT INST INSTANTANEOUS INSUL-#INSULATION TYPE INT INTERIOR, INTERMEDIATE INV INVERT IP IRON PIPE, INTERMEDIATE PRESSURE IPS IRON PIPE SIZE IR INSIDE RADIUS, IN RUNNING IRG, IRR,IRRIGATION IRRIG ITC INTERFACE TERMINAL CABINET ITS INFORMATION TECHNOLOGY SYSTEM, INTELLIGENT TRANSPORTATION SYSTEMS IW INDIRECT WASTE L L LEFT, LENGTH, LINED, LINING, STRUCTURAL ANGLE, LONGITUDINAL L-L LINE TO LINE VOLTAGE L/T LEFT TRACK LA LIGHTNING ARRESTOR LAD LADDER LAM LAMINATE LAT LATERAL, LEAVING AIR TEMPERATURE LAV LAVATORY LB(S)POUND(S) LB/FT POUNDS PER FOOT LBF POUNDS FORCE Lc TOTAL LENGTH OF CIRCULAR CURVE LC LIGHTING CONTROL LCP LIGHTING CONTROL PANEL LOCAL CONTROL PANEL LED LIGHT EMITTING DIODE LF LINEAR FOOT/FEET LG LENGTH LH LEFT HAND LHR LEFT HAND REVERSE LID LOW IMPACT DRAINAGE ZONE LIN LINEAR LJ LEADED JOINT LJT LONGITUDINAL JOINT LL LIVE LOAD LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LNWD LYNNWOOD LO TRACK LOWPOINT LOC LIMITS OF CONSTRUCTION, LOCATION LONG LONGITUDINAL LOP LIMIT OF PAVEMENT LR-#LEAN RAIL TYPE LP LOW PRESSURE, LIGHTING PANEL LPT LOW POINT LR LOW RAIL LRT LIGHT RAIL TRANSIT LRV LIGHT RAIL VEHICLE Ls TOTAL LENGTH OF SPIRAL Ls1 SUFFIX (1) AT SYMBOL DENOTES DATA FOR FIRST SPIRAL IN UNSYMMETRICAL SPIRALIZED CURVE Ls2 SUFFIX (2) - SAME AS ABOVE, SECOND SPIRAL Ls3 SUFFIX (3) - SAME AS ABOVE, THIRD SPIRAL LS LUMP SUM, LINE SECTION LSL LONG SLOTTED HOLES LT LEFT, LEAK TESTING, LIGHT LTG LIGHTING LV LOW VOLTAGE, LAVATORY LVC LENGTH OF VERTICAL CURVE (PVC TO PVT) LVL LEVEL LVR-#LOUVER TYPE LWT LEAVING WATER TEMPERATURE 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 MEZZ 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 MTL METAL MTR METER MUTCD MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 GENERAL GENERAL ABBREVIATIONS BT120-GZN003 BT120 E. GOLLER C. SAXE M. FOLWELL J. HARPER 0 12/10/2024 EDG LDG JKH ISSUED FOR BID NTS ABBREVIATIONS (CONT'D)ABBREVIATIONS (CONT'D) No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 11 / 1 8 / 2 4 | 10 : 2 6 A M | CS A X E C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - S A X E C \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - G Z N 0 0 1 - 0 0 5 . D W G S1-BT120-GZN001-005 FACILITY ID: 12/04/2024 0013 RTA/CN 0205-24 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433213 mV MILLIVOLT MVA MEGAVOLT AMPERE MVSS MEDIUM VOLTAGE SUBSTATION MW MEGAWATT, MESSENGER WIRE N N NORTH/NORTHING, NEUTRAL N/A NOT APPLICABLE NB NORTHBOUND NBR NON-BRIDGING NC NORMALLY CLOSED NCWD NORTH CITY WATER DISTRICT NE NORTHEAST NEC NATIONAL ELECTRICAL CODE NEG NEGATIVE NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NESC NATIONAL ELECTRIC SAFETY CODE NF NEAR FACE NFHB NON-FREEZE HOSE BIB NGPA/NGPE NATIVE GROWTH PROTECTION AREA/EASEMENT NIC NOT IN CONTRACT NL NIGHT LIGHT NMC NON-METALLIC CONDUIT NO NORMALLY OPEN NO./No.NUMBER NOM NOMINAL NPCW NON POTABLE COLD WATER NPDES NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM NPS NOMINAL PIPE SIZE NPT NATIONAL PIPE THREAD NR NOT REGISTERED NRCP NON-REINFORCED CONCRETE PIPE NS NEAR SIDE, NOT SUPPORTED NSR NOT SUPPORTED OR REGISTERED NST NOT STEEPER THAN NTS NOT TO SCALE NUM NUMBER NW NORTHWEST, NOISE WALL 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 P P PANEL, PIPE, POLE, PAINT, PILASTER OFFSET FROM INITIAL TANGENT TO PC OF THE SHIFTED CIRCLE P/C PRECAST P/S PRE-STRESSED P/T POST TENSIONED, POCKET TRACK PA PUBLIC ADDRESS PADC PUBLIC ADDRESS DISTRIBUTION CABINET (REMOTE AMPLIFIER RACK) PAN PANTOGRAPH PB-#PAVER - WAYFINDING BRAID - TYPE PB PULLBOX, PUSHBUTTON PBX PRIVATE BRANCH EXCHANGE PC POINT OF CURVATURE, POINT OF CHANGE FROM TANGENT TO CIRCULAR CURVE PC CONC PRECAST CONCRETE PC-#PRECAST CONCRETE PAVER - TYPE PCC PORTLAND CEMENT CONCRETE, POINT OF COMPOUND CURVATURE PCCP PORTLAND CEMENT CONCRETE PAVEMENT PCF POUNDS PER CUBIC FOOT PCP PLANTING CONTROL POINT PCP-#PRECAST CONCRETE PANEL - TYPE PD PLASTIC DUCT/CONDUIT, PERFORATED PE PRELIMINARY ENGINEERING, POLYETHYLENE PED PEDESTRIAN PEF PLATFORM EXHAUST FAN PERF PERFORATED PERP PERPENDICULAR PET PUBLIC EMERGENCY TELEPHONE PF POINT OF FROG PG PERFORMANCE GRADE PGL PROPOSED/PROFILE GRADE LINE PGRS PVC COATED GRS PGRSC PVC COATED GRS CONDUIT PH PHASE, POTHOLE PI POINT OF INTERSECTION OF TWO TANGENTS PIS POINT OF INTERSECTION OF TANGENTS OF A SPIRAL PIP PROTECT IN PLACE PITO POINT OF INTERSECTION OF TURNOUT STRAIGHT AND DIVERGING SIDES PIV POST INDICATOR VALVE PJP PARTIAL JOINT PENETRATION PL PLATE, PROPERTY LINE, PLACE, PLASTIC PLAM PLASTIC LAMINATE PLAM-#PLASTIC LAMINATE - TYPE PLAS PLASTER PLAT PLATFORM PLBG PLUMBING PLC PLACE(S) PLF POUNDS PER LINEAL FOOT PLP PLASTIC PIPE PLUMB PLUMBING PLYWD PLYWOOD PM PARKING METER PMJF PRE-MOLDED JOINT FILLER PNL PANEL PNT POINT PNT-#PAINT COLOR PO PUSH-ON JOINT, POWER OPERATED POB POINT OF BEGINNING POC POINT ON CURVE, POINT OF CONNECTION POE POINT OF ENDING, POWER OVER ETHERNET POH POWER OVERHEAD POS POINT OF STATIONING, POSITIVE PP PETROLEUM PRODUCTS, POWER POLE POWER PANEL PPB PEDESTRIAN PUSH BUTTON PR PAIR, PROPOSED PRC POINT OF REVERSE CURVATURE PREFAB PREFABRICATED PREFIN PREFINISHED PRELIM PRELIMINARY PROJ PROJECTION PROP PROPOSED PRV PRESSURE REDUCING VALVE PRVT PRIVATE PS-#PRECAST CONCRETE STAIR, TREAD/LANDING PS POINT OF SWITCH, PRESTRESSING PSE PUGET SOUND ENERGY PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PSIG POUNDS PER SQUARE INCH GAUGE PT POINT OF TANGENCY, POCKET TRACK, PRESSURE TREATED, POINT OF CHANGE FROM CIRCULAR CURVE TO TANGENT, POST TENSIONING PTZ PAN TILT ZOOM PT-#PORCELAIN TILE - TYPE, SURVEY POINT NUMBER PVC POLYVINYL CHLORIDE (PIPE), POINT OF VERTICAL CURVATURE PVCC POINT OF VERTICAL COMPOUND CURVE PVI POINT OF VERTICAL INTERSECTION PVMT PAVEMENT PVT POINT OF VERTICAL TANGENCY PWR POWER Q QT QUARRY TILE QTY QUANTITY QUAD QUADRANT R R - I/O REMOTE INPUT/OUTPUT R RADIUS, RISER, RANGE RESISTANCE, RIM, RELAY, RIGHT RC RADIUS OF CIRCULAR CURVE RS RADIUS OF SPIRAL R/T RIGHT TRACK RA RETURN AIR, RADIO ANTENNA RAD RADIUS, RADIAL RA-#ROOFING ASSEMBLY TYPE RAL-#ROOF ACCESS LADDER TYPE RAT RETURN AIR TEMPERATURE RB-#RESILIENT BASE - TYPE RB READER BOARD RC REINFORCED CONCRETE RCP REINFORCED CONCRETE PIPE, REFLECTED CEILING PLAN RCPR REINFORCED CONCRETE PIPE RUBBER GASKET RCPT RECEPTACLE RCV REMOTE CONTROL VALVE RCVR RECEIVER RD ROAD, ROOF DRAIN, RADIO DISTRIBUTION RDWY ROADWAY RE RIM ELEVATION, RESIDENT ENGINEER RUNNING EDGE OF RAIL RECON RECONNECT RECT RECTANGULAR, RECTIFIER REF REFERENCE REFRIG REFRIGERANT REG REGISTER REINF REINFORCE(D) (ING) (MENT) RELOC RELOCATE REQD REQUIRED RES RESERVOIR RESP-#EPOXY RESINOUS FLOORING RET RETAINING, RETURN(ED) REV REVISED/REVISION, REVERSE(IBLE) RFG ROOFING RFL-#RESILIENT FLOORING - TYPE RFLD REFLECTED RGS RIGID GALVANIZED STEEL RGSC RIGID GALVANIZED STEEL CONDUIT RH RIGHT HAND RHR RIGHT HAND REVERSE RJ RESTRAINED JOINT RLL RAIN WATER LEADER, REFRIGERANT LIQUID LINE RLUB RAIL LUBRICATOR RM ROOM RMV REMOVE RNLD RONALD WASTEWATER DISTRICT RO ROUGH OPENING ROT ROTATED VIEW ROW, R/W RIGHT-OF-WAY RP RADIUS POINT RPBP REDUCED PRESSURE BACKFLOW PREVENTER RPM REVOLUTIONS PER MINUTE RR RAILROAD 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 SF-#STORE FRONT SYSTEM TYPE SFD SUPPLY FAN DAMPER OHWM ORDINARY HIGH WATER MARK OP, OPL OIL PIPELINE, OLYMPIC PIPELINE OPNG OPENING OPP OPPOSITE OR OUTSIDE RADIUS ORD OVERFLOW ROOF DRAIN ORL OVERFLOW RAINWATER LEADER OS OCCUPANCY SENSOR OSA OUTSIDE AIR OSD OVERHEAD STORM DRAIN OTC OVERLAKE TRANSIT CENTER OTM OTHER TRACK MATERIAL OTS OPEN TO STRUCTURE STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 GENERAL GENERAL ABBREVIATIONS BT120-GZN004 BT120 E. GOLLER C. SAXE M. FOLWELL J. HARPER 0 12/10/2024 EDG LDG JKH ISSUED FOR BID NTS ABBREVIATIONS (CONT'D)ABBREVIATIONS (CONT'D) No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 11 / 1 8 / 2 4 | 10 : 2 6 A M | CS A X E C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - S A X E C \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - G Z N 0 0 1 - 0 0 5 . D W G S1-BT120-GZN001-005 FACILITY ID: 12/04/2024 0014 RTA/CN 0205-24 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433214 U X Y Z W V U/C UNDER CONSTRUCTION U/S UNDERSIDE UBC UNIFORM BUILDING CODE UD UNDERDRAIN UG UNDERGROUND, UNDERGRADE UGB UNDERGRADE BRIDGE UH UNIT HEATER UL UNDERWRITER LABORATORIES UNEX UNEXCAVATED UNK UNKNOWN UNO UNLESS NOTED OTHERWISE UP UTILITY POLE, UNION PACIFIC RR UPS UNINTERRUPTABLE POWER SUPPLY UST UNDERGROUND STORAGE TANK UTIL UTILITY UV ULTRAVIOLET, UTILITY VAULT V VALVE COVER/BOX, DESIGN VELOCITY IN MILES PER HOUR, VERTICAL, VOLT(S) VA VOLT AMPS VAC VACANT VAR VARIABLE/VARIES, VARIETY VAV VARIABLE AIR VOLUME VB VAPOR BARRIER VC VERTICAL CURVE VCD VITRIFIED CLAY DUCT, CONDUIT VCP VITRIFIED CLAY PIPE VCT VINYL COMPOSITION TILE VCZ VEGETATION CLEAR ZONE VD VOLUME DAMPER VE VENT VENT VENTILATE (ION) VERT VERTICAL VIF VERIFY IN FIELD, VERTICAL INSIDE FACE VLT VAULT VMS VARIABLE MESSAGING SYSTEMS/SIGN VP VAPOR PROOF VPF VEGETATION PROTECTION FENCING VPZ VEGETATION PROTECTION ZONE VOIP VOICE OVER IP VS VOLTMETER SWITCH VTR VENT THROUGH ROOF W WEST, WATT, WATER, WIRE, WASTE, WIDE, WIDTH, WIDE FLANGE SHAPE W.M.WILLAMETTE MERIDIAN W/WITH W/I WITHIN W/O WITHOUT WAB-#WATER AND AIR BARRIER TYPE WAT WATER WABO WASHINGTON ASSOCIATION OF BUILDING OFFICIALS WB WESTBOUND, WATER BOX, WET BULB WC WATER CLOSET, WATER COLUMN X BEARING TYPE CONN W/THREADS EXCLUDED FROM SHEAR PLANE XBM CROSSBEAM XFMR TRANSFORMER XMTR TRANSMITTER XS EXTRA STRONG X-ING CROSSING X-OVER CROSSOVER X-SPAN CROSS SPAN Y WYE, YARD, YELLOW YD YARD YL YARD LEADx Z IMPEDANCE SFRM SPRAY-APPLIED FIRE RESISTIVE MATERIAL SH SHOWER/TUB, STANDARD HYDROSEED, SYSTEM HEIGHT SHC SHOTCRETE SHT SHEET SHTHG SHEATHING SI SECTION INSULATOR SIG SIGNAL SIM SIMILAR SJO STANDARD JUNIOR OIL RESISTANT COMPOUND SJT SCORE JOINT SL STREET LIGHT, SHELTER LIGHT, SLOPE, SOUND LINED, SLEEVE SL-#SLOPED GLAZING - TYPE SLJ STREET LIGHT JUNCTION BOX SLNT SEALANT SLSM SOUND LINED SHEET METAL SM SHEET METAL SMFO SINGLE MODE FIBER OPTIC SMR SURFACE METAL RACEWAY SNS STREET NAME SIGN SOE SUPPORT OF EXCAVATION SOG SLAB ON GRADE SOP SET OUT POINT SOV SHUT OFF VALVE SP STEEL PIPE/DUCT/CONDUIT, STATIC PRESSURE, SUMP PUMP SPA, SPC SPACES, SPACING SPEB SOUTH PORTAL ELECTRICAL BUILDING SPEC SPECIFICATION(S) SPF STAIRWELL PRESSURIZATION FAN SPKR SPEAKER SPL SOLDIER PILE & LAGGING SPP SPECIES SPR SPRINKLER SPST SINGLE POLE SINGLE THROW SPU SEATTLE PUBLIC UTILITIES SQ SQUARE SQ FT SQUARE FOOT SQ IN SQUARE INCH SQHD SQUARE HEAD SREG SUPPLY REGISTER SS SANITARY SEWER, STANDARD SEED, SUBSTATION SSL SHORT SLOTTED HOLES SSMH SANITARY SEWER MANHOLE/MAINTENANCE HOLE SSS SANITARY SIDE SEWER SST STAINLESS STEEL ST-#METAL STAIRS TYPE ST STREET, SOUND TRANSIT, SPIRAL TO TANGENT STA STATION(ING) STD STANDARD, STANDARD TREE STE STEAM STIFF STIFFENER STIRR STIRRUP(S) STL STEEL, STREET LIGHT STMB STREAM BUFFER STN-#STONE PANEL TYPE STOR STORAGE STP STEEL PIPE, DUCT, CONDUIT STR STAIR STRUCT STRUCTURE(AL) STU SHOCK TRANSMISSION UNIT SU STUB UP SUB SUBSTATION SUPT SUPPORT SURF SURFACE SUSP SUSPENDED SVC,SVCS SERVICE(S) SW SHEARWALL, SIDEWALK, SOUTHWEST, SWITCH SWA SINGLE WIRE ANCHOR SWBD SWITCHBOARD SWFT SINGLE WIRE FIXED TERMINATION (OCS) SWGR SWITCH GEAR SWH SWITCH HEATER SWHT SWITCH HEATER TRANSFORMER SWPPP STORM WATER POLLUTION PREVENTION PLAN SWR SEWER SYM SYMBOL, SYMMETRICAL SYS SYSTEM T T TOP, TANGENT, TELEPHONE, TOWNSHIP, THERMOSTAT, TRANSVERSE, TRIP T&B TOP AND BOTTOM T/TOP OF T/C TRACK CENTERS, TOP OF CURB T/EMB TOP OF EMBEDMENT T/F TOE OF FROG, TOP OF FOUNDATION T/G TOP OF GROUND LINE T/L TAX LOT T/LR TOP OF LOW RAIL T/P TOP OF PAVEMENT T/R TOP OF RAIL TA-#TOILET ACCESSORY TYPE TAN TANGENT TB THRUST BLOCK, TAP BOX, TERMINAL BLOCK TBB TELECOMMUNICATIONS BACK BOARD TBD TO BE DETERMINED TBF TUNNEL BOOSTER FAN TBM TUNNEL BORING MACHINE TBR TO BE REMOVED TC-#TERRA COTTA RAINSCREEN SYSTEM Tc TANGENT DISTANCE FROM SC OR CS TO PI Tc1 SUFFIX (1) DENOTES DATA FOR FIRST TANGENT OF A COMPOUND CURVE Tc2 SUFFIX (2) - SAME AS ABOVE, SECOND TANGENT OF COMPOUND CURVE TC TOP OF CURB, TRAFFIC CONTROLLER BOX (UNDERGROUND), TRACK CIRCUIT TCAL TEMPORARY CONSTRUCTION AIRSPACE LEASE TCB TRAFFIC CONTROLLER BOX (ABOVE GROUND) TCE TEMPORARY CONSTRUCTION EASEMENT TCR TRAIN CONTROL ROOM TD TELEPHONE DUCT, TRENCH DRAIN, TRACK DAMPER TDD TELECOMMUNICATIONS DISPLAY DEVICE TDM TRANSPORTATION DESIGN MANUAL TYP TYPICAL, TYPICAL AT ALLTETRACTION ELECTRIFICATION TEL TELEPHONE TELECOMM TELECOMMUNICATION TEMP TEMPORARY, TEMPERATURE TERM TERMINAL TES TRACTION ELECTRIFICATION SYSTEM TESC TEMPORARY EROSION SEDIMENT CONTROL TF TOP FACE, TEMPERATURE FAHRENHEIT, TRACK FEET TFD TUNNEL FAN DAMPER TG TELEGRAPH, TOP OF GRADE, TRANSFER GRILLE, TOP OF GRATE TH THICKNESS, THRESHOLD THK THICK(NESS) THRD THREADED TI TENANT IMPROVEMENTS TJB TRAFFIC JUNCTION BOX TL TENSION LENGTH TMH TELEPHONE MANHOLE TO TURNOUT, TOP OF TOB TOP OF BEAM TOC TOP OF CONCRETE, TOP OF STRUCTURAL CONCRETE TOD TRANSIT ORIENTED DEVELOPMENT, TOP OF DUCT TOF TOP OF FOOTING TOG TOP OF GRADE TOP TOP OF PIPE TOR TOP OF RAIL TORW TOP OF RETAINING WALL TOS TOP OF SLAB, TOP OF STRUCTURE, TOP OF STEEL TOT TOTAL TOW TOP OF WALL TP TOTAL PRESSURE, TRAP PRIMER TPO-#THERMOPLASTIC POLYOLEFIN ROOFING TPSS TRACTION POWER SUBSTATION TR TRACK RELAY TRAC TRACTION TRANSF TRANSFORMER TRANSV TRANSVERSE TRD TREAD TRK TRACK Ts1 TANGENT DISTANCE FROM TS TO PI Ts2 TANGENT DISTANCE FROM ST TO PI TS TRAFFIC SIGNAL, TEST STATION, TANGENT TO SPIRAL, STRUCTURAL TUBING, TERMINAL STRIP TSH TOP OF SIGNAL HEAD TSOE TEMPORARY SUPPORT OF EXCAVATION TSP TOTAL STATIC PRESSURE TT TRANSFER TRIP, TRACK TRANSFORMER TTC TELEPHONE TERMINAL CABINET TV TELEVISION/CABLE TELEVISION TVF TUNNEL VENTILATION FAN TVM TICKET VENDING MACHINE TVOH TELEVISION OVERHEAD TVS TUNNEL VENTILATION SHAFT TW THERMITE WELDING, TOP OF WALL TW PR TWISTED PAIR TWA TIE WIRE ANCHOR TWC TRAIN TO WAYSIDE COMMUNICATION TWM TACTILE WARNING MATERIAL WCL WALL CONTROL LINE WCO WATER CLEANOUT, WALL CLEANOUT WE WESTBOUND TO EASTBOUND WD WOOD WF WIDE FLANGE (BEAM) WF-#WALL FINISH TYPE WG WATER GAUGE WGR-#WATER AND GRAFFITI REPELLANT - TYPE WH WATER HEATER WHDM WATT-HOUR DEMAND METER WHM WATT-HOUR METER WI WROUGHT IRON WID WIDTH WIN WINDOW WIP WROUGHT IRON PIPE WK WORK WL WORK LINE, WIND LOAD WLD WELDED WM WATER METER, WATER MAIN WMH WATER MANHOLE WOM WOMEN WP WORK POINT, WEATHERPROOF WPM WATERPROOFING MEMBRANE WP-#WATERPROOFING SYSTEM WQ WATER QUALITY WR WATER RESISTANT WRC-1 WATER REPELLANT COATING TYPE WS WATER STOP WSDOT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION WSH WASH, WASHER WSP WELDED STEEL PIPE, WET STANDPIPE RESTORED SCRUB-SHRUB WETLAND WT WIDE FLANGE STEEL "T" SECTION, WEIGHT, WARNING TIME WT-#WALL TILE TYPE WUTC WASHINGTON UTILITIES AND TRANSPORTATION COMMISSION WV WATER VALVE WWF WELDED WIRE FABRIC STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 GENERAL GENERAL ABBREVIATIONS BT120-GZN005 BT120 E. GOLLER C. SAXE M. FOLWELL J. HARPER 0 12/10/2024 EDG LDG JKH ISSUED FOR BID NTS ABBREVIATIONS (CONT'D)ABBREVIATIONS (CONT'D) No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 11 / 1 8 / 2 4 | 10 : 2 6 A M | CS A X E C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - S A X E C \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - G Z N 0 0 1 - 0 0 5 . D W G S1-BT120-GZN001-005 FACILITY ID: 12/04/2024 0015 RTA/CN 0205-24 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433215 X - # - X - DATUM NAVD '88 ALL DIMENSIONS SHOWN IN FEET UNLESS OTHERWISE DESIGNATED. SCALE BAR (SCALE AS NOTED ON SHEET) NAVD 88 DATUM N NORTH ARROW SCALE IN FEET 0 (CUSTOM) #### DETAIL TITLE SCALE: # XX ELEVATION TITLE SCALE: X XX ELEVATION TITLE SCALE: X - DETAIL TITLE SCALE: # - SECTION SCALE: X XX SECTION TITLE SCALE: X - SECTION DESIGNATION (LETTER) SECTION CUT ON THE SAME SHEET ONLY ELEVATION CUT ON THE SAME SHEET ONLY ELEVATION DESIGNATION (LETTER) ELEVATION DESIGNATION (LETTER) DRAWING NUMBER OF FIRST SHEET WHERE THE ELEVATION IS CUT FROM SECTION DESIGNATION (LETTER) # - SYMBOLS NB 000+00 27 5 . 2 32 0 . 1 2 PROPOSED ELEV OR PGL (T/LR) EXIST ELEV TYPICAL PROFILE ELEVATION DATA ELEVATION DESIGNATION (LETTER) DRAWING NUMBER OF SHEET WHERE THE ELEVATION IS SHOWN (DASH IF ON SAME SHEET ONLY) SECTION DESIGNATION (LETTER) DRAWING NUMBER OF SHEET WHERE THE SECTION IS SHOWN (DASH IF ON SAME SHEET ONLY) DETAIL DESIGNATION (NUMBER) DRAWING NUMBER OF SHEET WHERE THE DETAIL IS SHOWN (DASH IF ON SAME SHEET ONLY) DETAIL DESIGNATION (NUMBER) DETAIL DESIGNATION (NUMBER) DASH IF FROM SAME SHEET ONLY LEGEND NOTE: HATCH PATTERNS AND SYMBOLS MAY BE SHOWN AT DIFFERENT ORIENTATIONS AND/OR OVERLAP ON DRAWINGS. PERMANENT EASEMENT CONCRETE SIDEWALK / CONCRETE PAVEMENT GRAVEL SURFACING TEMP CONSTRUCTION EASEMENT (TCE) TEMP CONSTRUCTION AIRSPACE LEASE (TCAL) GUIDEWAY EASEMENT OVERLAY FEE ACQUISITION ACCESS EASEMENT REMOVE EXISTING STRUCTURE REMOVE CONCRETE PAVEMENT TIEBACK/SOILNAIL EASEMENT HMA PAVEMENT PERMANENT WSDOT AIRSPACE LEASE (ASL) REMOVE BY OTHERS TEMP ENVIRONMENTAL MONITORING EASEMENT AREA IMPACTED BY EXISTING EXCAVATION SUPPORT SYSTEM CONSERVATION EASEMENT WETLAND TEMPORARY CRANE SWING EASEMENT PROPOSED RESOURCE CONSERVATION AREA DRAWING NUMBER OF FIRST SHEET WHERE THE SECTION IS CUT FROM DRAWING NUMBER OF FIRST SHEET WHERE THE DETAIL IS SHOWN REMOVE ASPHALT PAVEMENT EMBANKMENT BALLAST SUBBALLAST POROUS CONCRETE NOT IN CONTRACT EXISTING CONCRETE SIDEWALK / EXISTING CONCRETE PAVEMENT EXISTING WETLAND R STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 GENERAL GENERAL SYMBOLS AND LEGEND BT120-GZN006 BT120 E. GOLLER C. SAXE M. FOLWELL J. HARPER 0 12/10/2024 EDG LDG JKH ISSUED FOR BID NTS No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 11 / 1 8 / 2 4 | 10 : 2 6 A M | CS A X E C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - S A X E C \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - G Z N 0 0 6 . D W G S1-BT120-GZN006 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 GB-SEAL-JKH53550 12/04/2024 0016 RTA/CN 0205-24 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433216 SYMBOLS UNK FACILITY TO ABANDON FACILITY TO REMOVE TRAFFIC SIGNAL POLE TRAFFIC SIGNAL POLE WITH LUMINAIRE CAMERA CABLE VAULT\INFORMATION TECHNOLOGY SERVICES DOUBLE LUMINAIRE STANDPIPE WITH HOSE VALVE WATER METER WATER MANHOLE THRUST BLOCK FIRE HYDRANT FIRE DEPARTMENT CONNECTION BUTTERFLY VALVE, M.J. GATE VALVE IRRIGATION CONTROL VALVE GAS VALVE ELECTRIC VAULT ELECTRIC MANHOLE ELECTRIC METER UTILITY POLE UTILITY POLE ANCHOR UTILITY POLE W/ LIGHT TELEPHONE RISER UTILITY VAULT UNKNOWN VAULT TELEPHONE MANHOLE CABLE TV MANHOLE FIBER OPTIC MANHOLE TELEPHONE VAULT FIBER OPTIC VAULT CABLE TV VAULT TRAFFIC CABINET SAN. SEWER CLEAN OUT SAN. SEWER MANHOLE WSDOT SYMBOLS VMS CH CV B PB T VMS/LED CABINET VARIABLE MESSAGE SIGN ADVANCED WARNING SIGN CCTV CONTROLLER CABINET COMMUNICATIONS HUB ITS CABLE VAULT INDUCTION LOOP VEHICLE DETECTOR (TYPE R1) TRAFFIC CONTROLL GATE TYPE 1 JUNCTION BOX TYPE 3 JUNCTION BOX NEMA 4X JUNCTION BOX TYPE 6 JUNCTION BOX NEMA 7 JUNCTION BOX JUNCTION BOX TYPE A JUNCTION BOX TYPE B ELECTRIC SERVICE SERVICE CABINET (SUA) MOTORIST AID TELEPHONE LIGHT STANDARD, 2-ARM, METAL LIGHT STANDARD, SINGLE ARM, METAL HIGH MAST LIGHT STANDARD, 4 ARMS, METAL HIGH MAST LIGHT STANDARD, 3 ARMS, METAL ITS PULL BOX ELECTRONIC SIGN TRANSFORMER CABINET UNDERDECK LUMINAIRE HARS CONTROLLER CABINET GUY POLE W/ ANCHOR TYPE 2 INDUCTION LOOP VEHICLE DETECTOR OVERHEAD CHANGEABLE MESSAGE SIGN (CMS) TYPE 2 JUNCTION BOX TYPE 1 SIGNAL STANDARD WITH SIGNAL HEADS CCTV CAMERA TYPE 2 SIGNAL POLE WITH 2 SIGNALS OR FO OE OE E C OC OET OETC EFO OEC OEFO TC TC OETFO CABLE TV UNDERGROUND CABLE TV OVERHEAD ELECTRIC UNDERGROUND ELECTRIC/FIBER OPTIC UNDERGROUND ELECTRIC OVERHEAD ELECTRIC/CABLE TV OVERHEAD ELECTRIC/TELEPHONE OVERHEAD ELECTRIC/TELEPHONE/CABLE OVERHEAD ELECTRIC/FIBER OPTIC OVERHEAD FIBER OPTIC TELEPHONE/CABLE/FIBER OPTIC TELEPHONE/CABLE TV ET ET ELECTRIC/TELEPHONE G GAS W SD OT OT T UD SS UTILITY LINE SANITARY SEWER STORM DRAIN TELEPHONE TELEPHONE OVERHEAD WATER TELEPHONE/FIBER OPTIC DUCT BANK WATER STORM DRAIN SANITARY SEWER ELECTRIC DUCT BANK 24" W 24" SD 24" E CONCRETE CULVERT 24" CC 24" G GAS TELEPHONE DUCT BANK T (2' W X 2' D DB) T&FO (2' W X 2' D DB) 24" SS PEDESTRIAN SIGNAL HEAD SIGNAL CONTROLLER CABINET SERVICE CABINET COUPLING AIR RELEASE VALVE PROPOSED W OR OR EFO OEC OEFO TC TCFO EXISTING E (2'W X 2'D DB) 24" SS 24" SD 24" W T&FO (2'W X 2'D DB) OC C E OE FO G T OT SD W 24" G OET 24" CC OEC T (2'W X 2'D DB) ET SS X FENCE X X C F XXX SAW CUT MAJOR CONTOUR TOP OF CUT MINOR CONTOUR GUARD RAIL TOE OF FILL CONTRACTOR WORKING LIMITS CLEARING AND GRUBBING LIMITS CONCRETE BARRIER XXX EXISTING PROPOSED EXISTING PROPOSED STORM DRAIN CASING CONSTRUCTION FENCE GRADE LINE TYPE 1, PS, OR PEDESTRIAN PUSHBUTTON POLE MODIFIED TYPE 2 INDUCTION LOOP VEHICLE DETECTOR CONTROLLER CABINET (RAMP METER OR DATA STATION) EXISTING PROPOSED WALL RAILING OCS POLE FOUNDATION OCS DOWN GUY FOUNDATION UNDERDRAIN UD IMPACT AREA LIMIT UNDERGROUND UTILITIES W/ A DIAMETER OR WIDTH 24" & GREATER ACOUSTIC PANELS NOISE WALLS AP AP NW ^^^ GUY WIRE ////// ///////// )()( || l l l NW NW UTILITY SETTLEMENT POINT SURFACE SETTLEMENT POINT USP SSP DITCH LINE ESTIMATED STREAMES MECHANICAL FIRE PIPE DSP CV ITS W ICVICV EVEV E E EMEM UTUT T C FOFO C T T FOFO C C TCBTCB CO CO JUNCTION BOX TYPE I RAILROAD CROSSING GATE TCBTCB STORM DRAIN CULVERT STORM DRAIN CLEAN OUT ROCK PROTECTION OUTFALL STORM DRAIN CATCH BASIN STORM FACILITY ACCESS LID CO STORM DRAIN GRATE INLET MAINTENANCE HOLE STORM TRENCH DRAIN STORM AERIAL DRAIN STORM DOWNSPOUT CURB CUT INLET > BALLAST WALL RETAINING WALL ALIGNMENT (REVERSIBLE CUT/FILL) ((( FDC CONNECTION MONITORING WELL OHWM Axx Axx ///////////////////////////// MISCELLANEOUS LINETYPES LANDSCAPE PROTECTION FENCING No. ST ROW NUMBER PARCEL NUMBER (TAX ACCOUNT NO.) No. SURVEY MONUMENT TREE INVENTORY NUMBER R/W NO.123 44 John Doe MISCELLANEOUS SYMBOLS WCL WCL /////////BUILDING OUTLINE ///////// STMB STMB COS INLET PIPE LABEL FLOW ARROW < //////// //////////// PERMANENT EASEMENT LINE TEMPORARY EASEMENT LINE PROPOSED RIGHT-OF-WAY/PROPERTY LINE LIGHT RAIL TRANSIT WAY FUTURE NOT-IN-CONTRACT EXISTING RIGHT-OF-WAY LINE EXISTING PROPERTY/LOT LINE SECTION LINE EXISTING CENTERLINE EXISTING EASEMENT LINE WSDOT LIMITED ACCESS LINE EXISTING ORDINARY HIGH WATER MARK EXISTING WETLAND BOUNDARY EXISTING WETLAND BUFFER WSDOT COMPATIBILITY LINE STREAM BUFFER STORM DRAIN - PIPE CASING STORM DRAIN - PROPOSED CROSSING STORM DRAIN - DITCH TOE BOUNDS STORM DRAIN - DITCH CL ABANDON UTILITY REMOVE UTILITY STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 GENERAL GENERAL SYMBOLS AND LEGEND BT120-GZN007 BT120 E. GOLLER C. SAXE M. FOLWELL J. HARPER 0 12/10/2024 EDG LDG JKH ISSUED FOR BID NTS No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 11 / 1 8 / 2 4 | 10 : 2 6 A M | CS A X E C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - S A X E C \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - G Z N 0 0 7 . D W G S1-BT120-GZN007 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 GB-SEAL-JKH53550 12/04/2024 0017 RTA/CN 0205-24 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433217 412 303 401 411 300 423 301 ///////////////////////////////////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / /////////////////////// // / / ///////////////////////////////////////////////////////////////////// ///// ///////////////// / ////////////////////////////////////////////////////////////////// / / / / / / / / / / / / / / / /////////////// / / / / // / / / / / / / / / / / / / / / ///// / / / / / / / / / / / / / / ///////////////////// / / / / / / / / / / / / / / / / / // / ///// / / / / / ////// / / / / / / / / //// / / / / / / / / // / / / / / / / / / / / / / / / ////// //// ///// / / / / / / / / / / / / / ////////////////////// //////////////////////// / / / / / / / / / / / / / / / / / / / / /// / / / / / / / //////// //// //// ////// / ////// /// /////////////////////////////// / / / / / / / / / //////////////////////////////////////////////////////////////////////////////////////////// / / // / / / / / / / / / / / / / / / / 1/ 1 6 S E C T I O N L I N E 1/16 SECTION LINE SECTION LINE CITY OF R E N T O N 1/ 4 S E C T I O N L I N E RAI N I E R A V E S S GRADY W A Y I-405 LI N D A V E S W SR - 1 6 7 TA L B O T R D S MA P L E A V E S W I-4 0 5 S 14TH ST R E E T S 7TH STREETSW 7TH STREET SW GRAD Y W A Y HA R D I E A V E S W S H A T T U C K A V E S No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 05 / 2 7 / 2 5 | 10 : 3 2 A M | AA L I M O V A C: \ P W W O R K I N G \ J A C O B S _ B & I \ E X - A L I M O V S \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - R M P 5 0 1 . D W G S1-BT120-RMP501 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-VRX001 GB-SEAL-JMB41277 Consulting Engineers FURTADO & ASSOCIATES, INC. SCALE IN FEET 0100 200200 400 (1" = 200') N 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 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). 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 I-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. 301 (GP17405-336)174016.60 130790.60 119.18 SURFACE MON 300 (GP17405-29)173646.88 1297951.23 47.67 SURFACE MON WSDOT LIMITED ACCESS PROPERTY LINE LEGEND RIGHT-OF-WAY LINE 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. 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 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. NE 1/4 NE 1/4 SEC 19, T 23 N, R 5 E; W.M. NW 1/4 NE 1/4 SEC 19, T 23 N, R 5 E; W.M. NE 1/4 NW 1/4 SEC 19, T 23 N, R 5 E; W.M. SW 1/4 NE 1/4 SEC 19, T 23 N, R 5 E; W.M. SE 1/4 NE 1/4 SEC 19, T 23 N, R 5 E; W.M. SE 1/4 NW 1/4 SEC 19, T 23 N, R 5 E; W.M. STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 RIGHT OF WAY MONUMENT PLAN BT120-RMP501 BT120 018 1 N. JONES A. ALIMOVA R. ELANGOVAN J. BECKER 0 12/10/2024 NAJ RE JMB ISSUED FOR BID 1 06/13/2025 NJ RE JB ADDENDUM #1 - LOT LINE ADJUSTMENT & UPDATES RTA/CN 0205-24 1"=200' 1 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433218 X X X X X X X X X X X 1/4 SECTION LINE RAINIER AVE S BT120-C-RAINIER N01°23'38"E 292.21' (R/W CENTERLINE) ///////////// ////// / / / / / / / / / / / / / / / / / / / / / / / N 7 7 ° 2 8 ' 1 6 " E 1 0 4 1 . 3 0 ' ( M O N - T O - M O N A L O N G R / W C E N T E R L I N E ) VA R I E S Δ=40°09'59" R=716.30' L=502.15' (R/W CENTERLINE) MON #411 (SEE MONUMENTATION PLANS FOR MON DATA) RAINIER 204+00 BEGIN RAINIER STA 200+00.00 N:174790.12 E:1297981.55 PC N=175083.34 E=1297993.29 MON IS 0.09' E AND 0.05'N OF PC N01°08'06"E 247.70' (BT120-C-RAINIER) N 7 7 ° 2 7 ' 5 9 " E 3 0 4 . 8 4 ' G R A D Y 1 4 9 + 0 0 GRADY 150+00 G R A D Y 1 5 1 + 0 0 RAINIER 200+00 RAINIER 201+00 RAINIER 202+00 RAINIER 203+00 RAINIER 2 0 4 + 0 0RAINIER STA 200+00.07 = GRADY STA 150+00.02 Δ=40°21'09" R=900.00' L=633.85' (BT120-C-RAINIER) VA R I E S 65 ' S G R A D Y W A Y S W G R A D Y W A Y 20 40 SCALE IN FEET 01020 (1" = 20') N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 05 / 2 8 / 2 5 | 2: 2 2 P M | NJ O N E S C: \ P W W O R K I N G \ J A C O B S _ B & I \ N J O N E S @ F U R T A D O A S S O C I A T E S . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - R P P 1 0 1 - 1 0 6 . D W G S1-BT120-RPP101-106 FACILITY ID: Xrefs: xS1-BT120-VSF100 xS1-BT120-CGP001 xS1-BT120-CMP001 xS1-BT120-CPP001 xS1-BT120-TNP001 xS1-BT120-TSP001 xBRT-CUD05-TB22x34 xS1-BTP120-GZK020 xS1-BT120-CAP001 xS1-BT120-RPP001 GB-Seal-JMB41277 xS1-BT120-VRX001 xS1-BT120-CDP001 xS1-BT120-RHP001 Consulting Engineers FURTADO & ASSOCIATES, INC. MA T C H L I N E : S T A 2 0 4 + 0 0 SE E D W G B T 1 2 0 - R P P 1 0 2 MATCHL I N E : S T A 1 5 1 + 0 0 SEE DWG B T 1 2 0 - R P P 1 0 4 NE 1/4 NW 1/4 SEC 19, T 23 N, R 5 E; W.M. NW 1/4 NE 1/4 SEC 19, T 23 N, R 5 E; W.M. SEE DWG BT120-RPP205 MON #401 (SEE MONUMENTATION PLANS FOR MON DATA) LEGEND: EXISTING ROW EXISTING PARCEL LINE SOUND TRANSIT R/W NO. PARCEL NO. (TAX ACCOUNT NO.)OWNERS PARCEL AREA SQ. FT.FEE TAKE SQ. FT.REMAINDER SQ. FT. GUIDEWAY/ PERMANENT ESMT SQ. FT. TEMPORARY CONSTRUCTION ESMT SQ. FT. KING CO. RECORDING NO. 1 BRI-152 (RTN-002)1923059068 SEE DWG BT120-RPP203 REC NO. 9103110844 20' PUBLIC UTILITY ESMT REC NO. 20110812001718 4' SLOPE & UTILITY ESMT (CPSRTA) SOUND TRANSIT 1923059068 R/W NO.BRI-152 (RTN-002) EASEMENTS NOT SHOWN REC NO.TYPE OF EASEMENT PARCEL NO. 9510170929 UTILITIES BRI-148, BRI-151 (RTN-001), BRI-152 (RTN-002), BRI-153 (RTN-003), BRI-154 (RTN-004) 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 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 RIGHT OF WAY PROPOSED PLAN RAINIER STA 200+00 TO RAINIER STA 204+00 BT120-RPP101 BT120 019 1 N. JONES A. ALIMOVA R. ELANGOVAN J. BECKER 0 12/10/2024 NJ RE JB ISSUED FOR BID 1 06/13/2025 NJ RE JB ADDENDUM #1 - LOT LINE ADJUSTMENT & UPDATES RTA/CN 0205-24 1"=20' 1 1 1 1 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433219 / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / // / / / / / / / / / / / / / / XX HARD I E A V E S W 1/4 SE C T I O N L I N E N41°3 3 ' 3 7 " E 7 2 6 . 6 3 ' ( R / W C E N T E R L I N E ) N01°2 3 ' 3 8 " E 279.36 ' 261.8 9 ' REC NO. 7408260266 10' WATERLINE ESMT 261.8 9 ' Δ=40° 0 9 ' 5 9 " R=716 . 3 0 ' L=502 . 1 5 ' (R/W C E N T E R L I N E ) Δ=40°09'59" R=716.30' L=502.15' (R/W CENTERLINE) REC NO. 20110812001718 SLOPE & UTILITY ESMT RAINI E R 2 0 4 + 0 0 MON I S 0 . 0 9 ' E A N D 0 . 0 5 ' N BT120-C-RAINIER ∆=40°21'09" R=900.00' L=633.85' (BT120-C-RAINIER) RAINIER AVE S HA R D I E 3 1 0 + 0 0 HA R D I E 3 0 9 + 0 0 HA R D I E 3 1 0 + 0 0 RAINIER 2 0 4 + 0 0 RAINIER 205+ 0 0 RAINIER 206+00 RAINIER 207+00 RAINIER 2 0 8 + 0 0 RAINI E R 2 0 9 + 0 0 WATER EASEMENT PT N=175541.12 E=1298173.40 6 5 ' VA R I E S 50 ' VA R I E S DRAINAGE EASEMENT 20 40 SCALE IN FEET 01020 (1" = 20') No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 1 6 / 2 5 | 3: 1 5 P M | NJ O N E S C: \ P W W O R K I N G \ J A C O B S _ B & I \ N J O N E S @ F U R T A D O A S S O C I A T E S . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - R P P 1 0 1 - 1 0 6 . D W G S1-BT120-RPP101-106 FACILITY ID: Xrefs: xS1-BT120-VSF100 xS1-BT120-CGP001 xS1-BT120-CMP001 xS1-BT120-CPP001 xS1-BT120-TNP001 xS1-BT120-TSP001 xBRT-CUD05-TB22x34 xS1-BTP120-GZK020 xS1-BT120-CAP001 xS1-BT120-RPP001 GB-Seal-JMB41277 xS1-BT120-VRX001 xS1-BT120-CDP001 xS1-BT120-RHP001 Consulting Engineers FURTADO & ASSOCIATES, INC. M A T C H L I N E : S T A 2 0 4 + 0 0 S E E D W G B T 1 2 0 - R P P 1 0 1 MA T C H L I N E : S T A 2 0 8 + 5 0 SE E D W G B T 1 2 0 - R P P 1 0 3 No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 1 6 / 2 5 | 3: 1 5 P M | NJ O N E S C: \ P W W O R K I N G \ J A C O B S _ B & I \ N J O N E S @ F U R T A D O A S S O C I A T E S . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - R P P 1 0 1 - 1 0 6 . D W G S1-BT120-RPP101-106 FACILITY ID: Xrefs: xS1-BT120-VSF100 xS1-BT120-CGP001 xS1-BT120-CMP001 xS1-BT120-CPP001 xS1-BT120-TNP001 xS1-BT120-TSP001 xBRT-CUD05-TB22x34 xS1-BTP120-GZK020 xS1-BT120-CAP001 xS1-BT120-RPP001 GB-Seal-JMB41277 xS1-BT120-VRX001 xS1-BT120-CDP001 xS1-BT120-RHP001 Consulting Engineers FURTADO & ASSOCIATES, INC. NE 1/4 NW 1/4 SEC 19, T 23 N, R 5 E; W.M. NW 1/4 NE 1/4 SEC 19, T 23 N, R 5 E; W.M. SEE DWG BT120-RPP201 N LEGEND: EXISTING ROW EXISTING PARCEL LINE SEE DWG BT120-RPP203 SOUND TRANSIT R/W NO. PARCEL NO. (TAX ACCOUNT NO.)OWNERS PARCEL AREA SQ. FT.FEE TAKE SQ. FT.REMAINDER SQ. FT. GUIDEWAY/ PERMANENT ESMT SQ. FT. TEMPORARY CONSTRUCTION ESMT SQ. FT. KING CO. RECORDING NO. 1 BRI-151 (RTN-001)1923059035 SEE DWG BT120-RPP203 2 BRI-154 (RTN-004)1923059063 SEE DWG BT120-RPP201 1923059035 R/W NO.BRI-151 (RTN-001) (CPSRTA) SOUND TRANSIT 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. EASEMENTS NOT SHOWN REC NO.TYPE OF EASEMENT PARCEL NO. 9510170929 UTILITIES BRI-148, BRI-151 (RTN-001), BRI-152 (RTN-002), BRI-153 (RTN-003), BRI-154 (RTN-004) STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 RIGHT OF WAY PROPOSED PLAN RAINIER STA 204+00 TO RAINIER STA 208+50 BT120-RPP102 BT120 020 A N. JONES A. ALIMOVA R. ELANGOVAN J. BECKER 0 12/10/2024 NJ RE JB ISSUED FOR BID 1 06/13/2025 NJ RE JB ADDENDUM #1 - LOT LINE ADJUSTMENT & UPDATES A 10/24/2025 NJ RE JB COR PERMIT REVISIONS - CNWD #001 RTA/CN 0205-24 1"=20' 1923059063 R/W NO.BRI-154 (RTN-004) (CPSRTA) SOUND TRANSIT A DEVELOPMENT ENGINEERING msippo 11/25/2025 R-433220 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 /// / // N41°33'37"E 726.63' (R/W CENTERLINE)N41°33'37"E 726.63' (R/W CENTERLINE)RAINIER AVE S 279.36'279.36'185.38' S W 7 T H S T S E C T I O N L I N E VA R I E S VA R I E S 43 ' 30 ' Δ=48°44'00" R=409.30' L=348.13' (R/W CENTERLINE) PC N=175750.15 E=1298358.73 REC NO 8502040500: ELECTRICAL ESMT 10' CENTERED ON BURIED UTILITIES IN THE WEST 20' OF PARCEL. UTILITY LOCATIONS UNKNOWN. REC NO. 7408260266 10' WATERLINE ESMT S W 7 T H S T 2 4 9 + 0 0 SW 7TH ST 250+00 S W 7 T H S T 2 5 1 + 0 0 RAINIER 208+00 RAINIER 209+00 RAINIER 210+00 RAINIER 211+00 RAINIER 212+00 RAINIER 213+00 RAINIER 214+00 SW 7TH ST STA 249+99.98 = RAINIER STA 212+42.13 N41°29'14"E 360.58' (BT120-C-RAINIER)N41°29'14"E (BT120-C-RAINIER) 20 40 SCALE IN FEET 01020 (1" = 20') N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 05 / 2 8 / 2 5 | 2: 2 6 P M | NJ O N E S C: \ P W W O R K I N G \ J A C O B S _ B & I \ N J O N E S @ F U R T A D O A S S O C I A T E S . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - R P P 1 0 1 - 1 0 6 . D W G S1-BT120-RPP101-106 FACILITY ID: Xrefs: xS1-BT120-VSF100 xS1-BT120-CGP001 xS1-BT120-CMP001 xS1-BT120-CPP001 xS1-BT120-TNP001 xS1-BT120-TSP001 xBRT-CUD05-TB22x34 xS1-BTP120-GZK020 xS1-BT120-CAP001 xS1-BT120-RPP001 GB-Seal-JMB41277 xS1-BT120-VRX001 xS1-BT120-CDP001 xS1-BT120-RHP001 Consulting Engineers FURTADO & ASSOCIATES, INC. MA T C H L I N E : S T A 2 0 8 + 5 0 SE E D W G BT 1 2 0 - R P P 1 0 2 1923059053 AIR LOCKER, INC. R/W NO. BRI-148 NW 1/4 NE 1/4 SEC 19, T 23 N, R 5 E; W.M. S E E D W G B T 1 2 0 - R P P 2 0 1 SOUND TRANSIT R/W NO. PARCEL NO. (TAX ACCOUNT NO.)OWNERS PARCEL AREA SQ. FT.FEE TAKE SQ. FT.REMAINDER SQ. FT. GUIDEWAY/ PERMANENT ESMT SQ. FT. TEMPORARY CONSTRUCTION ESMT SQ. FT. KING CO. RECORDING NO. 1 BRI-148 1923059053 AIR LOCKER, INC.37,702 2,784 20231005000613 2 BRI-149 1923059031 SEE DWG BT120-RPP106 LEGEND: EXISTING ROW EXISTING PARCEL LINE RENTON PROPERTY HOLDING, LLC 1923059031 R/W NO. BRI-149 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 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 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 RIGHT OF WAY PROPOSED PLAN RAINIER STA 208+50 TO RAINIER STA 214+00 BT120-RPP103 BT120 021 1 N. JONES A. ALIMOVA R. ELANGOVAN J. BECKER 0 12/10/2024 NJ RE JB ISSUED FOR BID 1 06/13/2025 NJ RE JB ADDENDUM #1 - LOT LINE ADJUSTMENT & UPDATES RTA/CN 0205-24 1"=20' 11 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433221 X X X XXXXXXXXXX X X X X X S GRADY WAY ////////////////////// 50 ' 50 ' REC. NO. 8702250475 LIMITS OF PUBLIC UTILITY EASEMENT 50 ' GRADY 151+00 GRADY 152+00 GRADY 153+00 GRADY 154+00 GRADY 155+00 GRADY 156+00N77°28'16"E 1041.30' (MON-TO-MON ALONG R/W CENTERLINE) REC NO. 7408260268 10' WATERLINE ESMT TO BE EXTINGUISHED PROPOSED 6.6' R/W DEDICATION REC NO. 7407300476 ELECTRICAL TRANSMISSION/DISTRIBUTION ESMT RESERVED IN DEED ACROSS PARCEL SEWER EASEMENT 20 40 SCALE IN FEET 01020 (1" = 20') N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 1 4 / 2 5 | 5: 5 7 P M | NJ O N E S C: \ P W W O R K I N G \ J A C O B S _ B & I \ N J O N E S @ F U R T A D O A S S O C I A T E S . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - R P P 1 0 1 - 1 0 6 . D W G S1-BT120-RPP101-106 FACILITY ID: Xrefs: xS1-BT120-VSF100 xS1-BT120-CGP001 xS1-BT120-CMP001 xS1-BT120-CPP001 xS1-BT120-TNP001 xS1-BT120-TSP001 xBRT-CUD05-TB22x34 xS1-BTP120-GZK020 xS1-BT120-CAP001 xS1-BT120-RPP001 GB-Seal-JMB41277 xS1-BT120-VRX001 xS1-BT120-CDP001 xS1-BT120-RHP001 Consulting Engineers FURTADO & ASSOCIATES, INC. (CPSRTA) SOUND TRANSIT 1923059074 R/W NO.BRI-153 (RTN -003) NW 1/4 NE 1/4 SEC 19, T 23 N, R 5 E; W.M. LEGEND: EXISTING ROW EXISTING PARCEL LINE SEE DWG BT120-RPP205 SOUND TRANSIT R/W NO. PARCEL NO. (TAX ACCOUNT NO.)OWNERS PARCEL AREA SQ. FT.FEE TAKE SQ. FT.REMAINDER SQ. FT. GUIDEWAY/ PERMANENT ESMT SQ. FT. TEMPORARY CONSTRUCTION ESMT SQ. FT. KING CO. RECORDING NO. 1 BRI-153 (RTN-003)1923059074 (CPSRTA) SOUND TRANSIT *43,234 MA T C H L I N E : S T A 1 5 1 + 0 0 SE E D W G BT 1 2 0 - R P P 1 0 1 MA T C H L I N E : S T A 1 5 6 + 5 0 SE E D W G BT 1 2 0 - R P P 1 0 5 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. REC NO. 9103110843 15' PUBLIC UTILITY EASEMENT STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 RIGHT OF WAY PROPOSED PLAN GRADY STA 151+00 TO GRADY STA 156+50 BT120-RPP104 BT120 022 A N. JONES A. ALIMOVA R.ELANGOVAN J. BECKER 0 12/10/2024 NJ RE JB ISSUED FOR BID 1 06/13/2025 NJ RE JB ADDENDUM #1 - LOT LINE ADJUSTMENT & UPDATES A 10/24/2025 NJ RE JB COR PERMIT REVISIONS - CNWD #001 RTA/CN 0205-24 1"=20' EASEMENTS NOT SHOWN REC NO.TYPE OF EASEMENT PARCEL NO. 9510170929 UTILITIES BRI-148, BRI-151 (RTN-001), BRI-152 (RTN-002), BRI-153 (RTN-003), BRI-154 (RTN-004) * PARCEL AREA PER ALTA SURVEY FOR SOUND TRANSIT, DATED 1/19/18 (KING COUNTY RECORDING NUMBER 20180208900004) A DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433222 X X ///////////////// / / / / / / / // / X X X X X X X X X X X X / / ////////////////// / / / ////////////// / // S GRADY WAY LAK E A V E S 50 ' 50 ' RE C N O . 7 9 1 0 2 6 0 7 5 0 , 2 7 ' x 8 0 ' ES M T F O R T R A N S M I S S I O N LI N E S T R U C T U R E S MON #423 (SEE MONUMENTATION PLANS FOR MON DATA) 50 ' 50 ' LAKE 399+48 LAKE 400+00 LAK E 4 0 1 + 0 0 GRADY 160+46GRADY 157+00 GRADY 158+00 GRADY 159+00 GRADY 160+00 RAILAKDW 722+12 RAILAK D W 7 1 9 + 0 0 RAILAKDW 7 2 0 + 0 0 RAILA K D W 7 2 1 + 0 0 PC = R A I L A K D W 7 1 9 + 6 1 . 2 2 P T = R A I L A K D W 7 2 0 + 1 6 . 0 5 RAILAKDW STA 722+12.21 = LAKE STA 401+91.32 N77°28'16"E 1041.30' (MON-TO-MON ALONG R/W CENTERLINE) PROPOSED 6.6' R/W DEDICATION LAKE STA 400+00.005 = GRADY STA 158+70.91 REC NO. 7407300476 ELECTRICAL TRANSMISSION/DISTRIBUTION ESMT RESERVED IN DEED ACROSS PARCEL TO BE FULLY RELINQUISHED BY PSE REC NO. 7407300476 ELECTRICAL TRANSMISSION/DISTRIBUTION ESMT RESERVED IN DEED ACROSS PARCEL REC NO. 86030200379 OVERHEAD POWER EASMENT RE C N O . 86 0 3 0 2 0 0 3 7 9 OV E R H E A D PO W E R E S M T 20 40 SCALE IN FEET 01020 (1" = 20') N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 05 / 2 8 / 2 5 | 2: 2 7 P M | NJ O N E S C: \ P W W O R K I N G \ J A C O B S _ B & I \ N J O N E S @ F U R T A D O A S S O C I A T E S . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - R P P 1 0 1 - 1 0 6 . D W G S1-BT120-RPP101-106 FACILITY ID: Xrefs: xS1-BT120-VSF100 xS1-BT120-CGP001 xS1-BT120-CMP001 xS1-BT120-CPP001 xS1-BT120-TNP001 xS1-BT120-TSP001 xBRT-CUD05-TB22x34 xS1-BTP120-GZK020 xS1-BT120-CAP001 xS1-BT120-RPP001 GB-Seal-JMB41277 xS1-BT120-VRX001 xS1-BT120-CDP001 xS1-BT120-RHP001 Consulting Engineers FURTADO & ASSOCIATES, INC. MA T C H L I N E : S T A 1 5 6 + 5 0 SE E D W G B T 1 2 0 - R P P 1 0 4 M A T C H L I N E : S T A 4 0 1 + 5 0 S E E D W G B T 1 2 0 - R P P 1 0 6 REC NO. 9103110843 15' PUBLIC UTILITY EASEMENT NW 1/4 NE 1/4 SEC 19, T 23 N, R 5 E; W.M. STATE OF WASHINGTON 1923059032 R/W NO. BRI-150 SEE DWG BT120-RPP204 BEGIN LAKE STA 399+47.70 N:174926.94 E:1298827.59 SOUND TRANSIT R/W NO. PARCEL NO. (TAX ACCOUNT NO.)OWNERS PARCEL AREA SQ. FT.FEE TAKE SQ. FT.REMAINDER SQ. FT. GUIDEWAY/ PERMANENT ESMT SQ. FT. TEMPORARY CONSTRUCTION ESMT SQ. FT. KING CO. RECORDING NO. 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 LEGEND: EXISTING ROW EXISTING PARCEL LINE (CPSRTA) SOUND TRANSIT 1923059074 R/W NO.BRI-153 (RTN -003) 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.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) STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 RIGHT OF WAY PROPOSED PLAN GRADY STA 156+50 TO GRADY STA 160+46 BT120-RPP105 BT120 023 1 N. JONES A. ALIMOVA R. ELANGOVAN J. BECKER 0 12/10/2024 NJ RE JB ISSUED FOR BID 1 06/13/2025 NJ RE JB ADDENDUM #1 - LOT LINE ADJUSTMENT & UPDATES RTA/CN 0205-24 1"=20' 1 1923059063 R/W NO.BRI-154 (RTN-004) (CPSRTA) SOUND TRANSIT 1 1 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433223 X X X XX X X X X X X X X XXXXXXXXXX / / / / / / / / / / / / / / / F F F F C C REC NO. 86030200379 OVERHEAD POWER ESMT REC NO. 7910260750, 27'x80' ESMT FOR TRANSMISSION LINE STRUCTURES REC NO. 9103110844 20' PUBLIC UTILITY ESMT REC NO. 5292274 10' SEWER ESMT END N TC STA 518+75.07 N:175338.57 E:1298957.53 END N TC STA 619+03.75 N:175272.57 E:1298956.44 LAKE 402+00 LAKE 403+00 LAKE 404+00 LA K E 4 0 5 + 0 0 N T C 5 1 8 + 7 5 N T C 5 1 8 + 0 0 S TC 619+04 S T C 6 1 8 + 0 0 S T C 6 1 9 + 0 0 RAILAKDW 722+12 R A I L A K D W 7 2 1 + 0 0 RAILAKDW 722+00 RAILAKDW STA 722+12.21 = LAKE STA 401+91.32 REC NO. 86030200379, 27'x80' ESMT FOR ONE SINGLE-CIRCUIT SUPPORT STRUCTURE WATER EASEMENT LAKE AVE S LATE STA 403+23.01 = S TC STA 618+80.42 REC NO. 86030200379 OVERHEAD POWER ESMT 20 40 SCALE IN FEET 01020 (1" = 20') N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 05 / 2 8 / 2 5 | 2: 2 7 P M | NJ O N E S C: \ P W W O R K I N G \ J A C O B S _ B & I \ N J O N E S @ F U R T A D O A S S O C I A T E S . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - R P P 1 0 1 - 1 0 6 . D W G S1-BT120-RPP101-106 FACILITY ID: Xrefs: xS1-BT120-VSF100 xS1-BT120-CGP001 xS1-BT120-CMP001 xS1-BT120-CPP001 xS1-BT120-TNP001 xS1-BT120-TSP001 xBRT-CUD05-TB22x34 xS1-BTP120-GZK020 xS1-BT120-CAP001 xS1-BT120-RPP001 GB-Seal-JMB41277 xS1-BT120-VRX001 xS1-BT120-CDP001 xS1-BT120-RHP001 Consulting Engineers FURTADO & ASSOCIATES, INC. M A T C H L I N E : S T A 4 0 1 + 5 0 S E E D W G B T 1 2 0 - R P P 1 0 5 SEE DWG BT120-RPP202 NW 1/4 NE 1/4 SEC 19, T 23 N, R 5 E; W.M. 1923059063 R/W NO.BRI-154 (RTN-004)RENTON PROPERTY HOLDING, LLC 1923059031 R/W NO. BRI-149 STATE OF WASHINGTON 1923059032 R/W NO. BRI-150 SOUND TRANSIT R/W NO. PARCEL NO. (TAX ACCOUNT NO.)OWNERS PARCEL AREA SQ. FT.FEE TAKE SQ. FT.REMAINDER SQ. FT. GUIDEWAY/ PERMANENT ESMT SQ. FT. TEMPORARY CONSTRUCTION ESMT SQ. FT. KING CO. RECORDING NO. 1 BRI-149 1923059031 RENTON PROPERTY HOLDING, LLC 189,237 6,594 20240618001023 2 BRI-150 1923059032 SEE DWG BT120-RPP105 3 BRI-154 (RTN-004)1923059063 SEE DWG BT120-RPP201 LEGEND: EXISTING ROW EXISTING PARCEL LINE (CPSRTA) SOUND TRANSIT 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. 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 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 RIGHT OF WAY PROPOSED PLAN LAKE STA 401+50 TO LAKE STA 405+55 BT120-RPP106 BT120 024 1 N. JONES A. ALIMOVA R. ELANGOVAN J. BECKER 0 12/10/2024 NJ RE JB ISSUED FOR BID 1 06/13/2025 NJ RE JB ADDENDUM #1 - LOT LINE ADJUSTMENT & UPDATES RTA/CN 0205-24 1"=20' 1 1 1 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433224 / / // / / / // / / / / / / / / / / // / / / / / / / / / / // / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /// / / / / / / / / / / / / / / / / / /// / / / / / / / / / / / / / / / / / / REC NO. 7408260266 10' WATERLINE ESMT REC NO. 8506060564 10' WATERLINE ESMT REC NO. 20110812001718 SLOPE & UTILITY ESMT REC NO 8502040500: 10' ELECTRICAL ESMT CENTERED ON BURIED UTILITIES SOMEWHERE WITHIN THE WEST 20' OF PARCEL AS CONSTRUCTED. UTILITY LOCATIONS UNKNOWN. WATER EASEMENT BEGIN S TC STA 609+52.91 N:175461.51 E:1298045.14 BEGIN S TC STA 509+53.23 N:175497.78 E:1298065.20 RA I N I E R A V E S SEWER EASEMENT DRAINAGE EASEMENT N TC 509+53 N TC 510+00 N TC 511+00 N TC 512+00 N TC 513+00 N TC 514+00 PC = S T C 6 1 3 + 7 6 . 7 9 P T = S T C 6 1 4 + 2 9 . 8 5 S TC 609+53S TC 610+00 S TC 611+00 S TC 612+00 S TC 613+00 S TC 614+00 HARDIE 310+00HARDIE 310+00 RAINIER 207+00 RA I N I E R 2 0 8 + 0 0 N TC STA 510+04.91 = RAINIER STA 207+16.93 S TC STA 610+02.99 = RAINIER STA 206+67.81 20 40 SCALE IN FEET 01020 (1" = 20') N SE E D W G B T 1 2 0 - R P P 2 0 2 No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 1 6 / 2 5 | 1: 3 0 P M | NJ O N E S C: \ P W W O R K I N G \ J A C O B S _ B & I \ N J O N E S @ F U R T A D O A S S O C I A T E S . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - R P P 2 0 1 - 2 0 5 . D W G S1-BT120-RPP201-205 FACILITY ID: Xrefs: xS1-BT120-VRX001 xS1-BT120-CGP001 xS1-BT120-CMP001 xS1-BT120-CDP001 xS1-BT120-CPP001 xS1-BT120-TNP001 xS1-BT120-TSP001 xBRT-CUD05-TB22x34 xS1-BT120-GZK020 GB-SEAL-JMB41277 xS1-BT120-VSF100 xS1-BT120-CAP001 xS1-BT120-UWP001 xS1-BT120-RHP001 xS1-BT120-RPP001 Consulting Engineers FURTADO & ASSOCIATES, INC. SE E D W G B T 1 2 0 - R P P 1 0 2 SEE DWG BT120-RPP203 NW 1/4 NE 1/4 SEC 19, T 23 N, R 5 E; W.M. 1923059035 R/W NO.BRI-151 (RTN-001) (CPSRTA) SOUND TRANSIT 1923059053 R/W NO. BRI-148 AIR LOCKER, INC. 1923059031 R/W NO. BRI-149 RENTON PROPERTY HOLDING, LLC SOUND TRANSIT R/W NO. PARCEL NO. (TAX ACCOUNT NO.)OWNERS PARCEL AREA SQ. FT.FEE TAKE SQ. FT.REMAINDER SQ. FT. GUIDEWAY/ PERMANENT ESMT SQ. FT. TEMPORARY CONSTRUCTION ESMT SQ. FT. KING CO. RECORDING NO. 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 ** 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 LEGEND: EXISTING ROW EXISTING PARCEL LINE SEE DWG BT120-RPP103 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 RIGHT OF WAY PROPOSED PLAN BT120-RPP201 BT120 025 A N. JONES A. ALIMOVA R. ELANGOVAN J. BECKER 0 12/10/2024 NJ RE JB ISSUED FOR BID 1 06/13/2025 NJ RE JB ADDENDUM #1 - LOT LINE ADJUSTMENT & UPDATES A 10/24/2025 NJ RE JB COR PERMIT REVISIONS - CNWD #001 RTA/CN 0205-24 1"=20' (CPSRTA) SOUND TRANSIT 1923059063 R/W NO.BRI-154 (RTN-004) 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 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. A DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433225 / /////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / //////// / / / / / / / / / /////// RE C N O . 7 4 0 8 2 6 0 2 6 6 10' W A T E R L I N E E S M T RE C N O . 8 5 0 6 0 6 0 5 6 4 10' W A T E R L I N E E S M T REC NO 8506060565 15' UTILITIES ESMT 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 CO N S T R U C T E D . U T I L I T Y L O C A T I O N S U N K N O W N . WATER EASEMENT REC NO. 7408260268 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 SEWER EASEMENT LA K E 4 0 3 + 0 0 LA K E 4 0 4 + 0 0 N TC 518+75N TC 514+00 N TC 515+00 N TC 516+00 N TC 517+00 N TC 518+00 N TC STA 518+50.31 = LAKE STA 403+89.02 PC = N T C 5 1 3 + 6 0 . 6 5 PT = N TC 514+15.39 PT = S T C 6 1 4 + 2 9 . 8 5 PC = LAKE 404+22.00 S TC 619+04 S TC 615+00 S TC 616+00 S TC 617+00 S TC 618+00 S TC 619+00 LAKE STA 403+23.01 = S TC STA 618+80.42 L =7 L =7 REC NO. 86030200379 27'x80' ESMT FOR ONE SINGLE- CIRCUIT SUPPORT STRUCTURE LA K E A V E S REC NO. 86030200379 OVERHEAD POWER EASMENT 20 40 SCALE IN FEET 01020 (1" = 20') N SE E D W G B T 1 2 0 - R P P 2 0 1 No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 1 4 / 2 5 | 5: 3 3 P M | NJ O N E S C: \ P W W O R K I N G \ J A C O B S _ B & I \ N J O N E S @ F U R T A D O A S S O C I A T E S . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - R P P 2 0 1 - 2 0 5 . D W G S1-BT120-RPP201-205 FACILITY ID: Xrefs: xS1-BT120-VRX001 xS1-BT120-CGP001 xS1-BT120-CMP001 xS1-BT120-CDP001 xS1-BT120-CPP001 xS1-BT120-TNP001 xS1-BT120-TSP001 xBRT-CUD05-TB22x34 xS1-BT120-GZK020 GB-SEAL-JMB41277 xS1-BT120-VSF100 xS1-BT120-CAP001 xS1-BT120-UWP001 xS1-BT120-RHP001 xS1-BT120-RPP001 Consulting Engineers FURTADO & ASSOCIATES, INC. (CPSRTA) SOUND TRANSIT 1923059063 R/W NO.BRI-154 (RTN-004) RENTON PROPERTY HOLDING, LLC 1923059031 R/W NO. BRI-149 NW 1/4 NE 1/4 SEC 19, T 23 N, R 5 E; W.M. SEE DWG BT120-RPP204 SOUND TRANSIT R/W NO. PARCEL NO. (TAX ACCOUNT NO.)OWNERS PARCEL AREA SQ. FT.FEE TAKE SQ. FT.REMAINDER SQ. FT. GUIDEWAY/ PERMANENT ESMT SQ. FT. TEMPORARY CONSTRUCTION ESMT SQ. FT. KING CO. RECORDING NO. 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 SE E D W G B T 1 2 0 - R P P 1 0 6 STATE OF WASHINGTON 1923059032 R/W NO. BRI-150 REC NO. 7910260750 27'x80' ESMT FOR TRANSMISSION LINE STRUCTURES STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 RIGHT OF WAY PROPOSED PLAN BT120-RPP202 BT120 026 A N. JONES A. ALIMOVA R. ELANGOVAN J. BECKER 0 12/10/2024 NJ RE JB ISSUED FOR BID 1 06/13/2025 NJ RE JB ADDENDUM #1 - LOT LINE ADJUSTMENT & UPDATES A 10/24/2025 NJ RE JB COR PERMIT REVISIONS - CNWD #001 RTA/CN 0205-24 1"=20' 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. 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 A DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433226 / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / RA I N I E R A V E S VARIES 65' VARIES REC NO. 9103110844 20' PUBLIC UTILITY ESMT REC NO. 20110812001718 SLOPE & UTILITY ESMT R A I N I E R A V E S Δ=40°09'59" R=716.30' L=502.15' (R/W CENTERLINE) BT 1 2 0 - C - R A I N I E R ∆=40°21'09" R=900.00' L=633.85' (BT120-C-RAINIER) REC NO. 7407300476 ELECTRICAL TRANSMISSION/DISTRIBUTION ESMT RESERVED IN DEED ACROSS PARCEL TO BE FULLY RELINQUISHED BY PSE SEWER EASEMENT R A I N I E R 2 0 4 + 0 0 RA I N I E R 2 0 5 + 0 0 RA I N I E R 2 0 6 + 0 0 RAILAKDW 716+00 BP = R A I L A K D W 7 1 6 + 0 0 . 0 0 20 40 SCALE IN FEET 01020 (1" = 20') N SE E D W G BT 1 2 0 - R P P 2 0 4 No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 0 / 2 5 | 5: 2 2 P M | NJ O N E S C: \ P W W O R K I N G \ J A C O B S _ B & I \ N J O N E S @ F U R T A D O A S S O C I A T E S . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - R P P 2 0 1 - 2 0 5 . D W G S1-BT120-RPP201-205 FACILITY ID: Xrefs: xS1-BT120-VRX001 xS1-BT120-CGP001 xS1-BT120-CMP001 xS1-BT120-CDP001 xS1-BT120-CPP001 xS1-BT120-TNP001 xS1-BT120-TSP001 xBRT-CUD05-TB22x34 xS1-BT120-GZK020 GB-SEAL-JMB41277 xS1-BT120-VSF100 xS1-BT120-CAP001 xS1-BT120-UWP001 xS1-BT120-RHP001 xS1-BT120-RPP001 Consulting Engineers FURTADO & ASSOCIATES, INC. SEE DWG BT120-RPP205 NW 1/4 NE 1/4 SEC 19, T 23 N, R 5 E; W.M. 1923059035 R/W NO.BRI-151 (RTN-001) (CPSRTA) SOUND TRANSIT 1923059068 (CPSRTA) SOUND TRANSIT R/W NO.BRI-152 (RTN-002) SE E D W G BT 1 2 0 - R P P 1 0 2 SEE DWG BT120-RPP201 SOUND TRANSIT R/W NO. PARCEL NO. (TAX ACCOUNT NO.)OWNERS PARCEL AREA SQ. FT.FEE TAKE SQ. FT.REMAINDER SQ. FT. GUIDEWAY/ PERMANENT ESMT SQ. FT. TEMPORARY CONSTRUCTION ESMT SQ. FT. KING CO. RECORDING NO. 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 LEGEND: EXISTING ROW EXISTING PARCEL LINE STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 RIGHT OF WAY PROPOSED PLAN BT120-RPP203 BT120 027 A N. JONES A. ALIMOVA R. ELANGOVAN J. BECKER 0 12/10/2024 NJ RE JB ISSUED FOR BID 1 06/13/2025 NJ RE JB ADDENDUM #1 - LOT LINE ADJUSTMENT & UPDATES A 10/24/2025 NJ RE JB COR PERMIT REVISIONS - CNWD #001 RTA/CN 0205-24 1"=20' 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 (CPSRTA) SOUND TRANSIT 1923059063 R/W NO.BRI-154 (RTN-004) EASEMENTS NOT SHOWN REC NO.TYPE OF EASEMENT PARCEL NO. 9510170929 UTILITIES BRI-148, BRI-151 (RTN-001), BRI-152 (RTN-002), BRI-153 (RTN-003), BRI-154 (RTN-004) A DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433227 CONC 2VLTS // / / / / / / / / / / / / ////// / / / / / / / / / / / ////// / / / ////////////// / / /// / / / / / / / / / / / // ////// //// ///////////// //// /////// / / / / / / / / / / / / / / / / / //////////////// / / / / / / / /////////////////// / / / / / / / / /// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / REC NO. 9103110844 20' PUBLIC UTILITY ESMT REC NO. 7408260268 10' WATERLINE ESMT TO BE EXTINGUISHED REC NO. 9103110843 LIMITS OF WATER ESMT REC NO. 3364759, 162.5' WIDE ELEC POWER TRANSMISSION ESMT, LYING SOUTH OF 7TH ST AND NORTH OF FORMER RR R/W LA K E A V E S REC. NO. 8702250475 LIMITS OF PUBLIC UTILITY ESMT REC NO. 9103110843 15' PUBLIC UTILITY ESMT DRAINAGE EASEMENT PROPOSED 7' R/W DEDICATION REC NO. 7407300476 ELECTRICAL TRANSMISSION/DISTRIBUTION ESMT RESERVED IN DEED ACROSS PARCEL TO BE FULLY RELINQUISHED BY PSE REC NO. 7407300476 ELECTRICAL TRANSMISSION/DISTRIBUTION ESMT RESERVED IN DEED ACROSS PARCEL TR A N S M I S S I O N / D I S T R I B U T I O N REC NO. 7407300476 ELECTRICAL TRANSMISSION/DISTRIBUTION ESMT RESERVED IN DEED ACROSS PARCEL REC NO. 9103110843 15' PUBLIC UTILITY ESMT 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 SEWER EASEMENTSEWER EASEMENT LAKE 400+00 LAK E 4 0 1 + 0 0 GRADY 15 9 + 0 0 LAKE STA 400+00.05 RAILAKDW 717+00 RAILAKDW 718+00 RAILAKDW 719+00 RAILA K D W 7 2 0 + 0 0 RAIL A K D W 7 2 1 + 0 0 PC = R A I L A K D W 7 1 6 + 7 7 . 4 3 PC = R A I L A K D W 7 1 9 + 6 1 . 2 2 P C = R A I L A K D W 7 2 1 + 3 7 . 2 6 PT = R A I L A K D W 7 1 7 + 2 0 . 0 0 P T = R A I L A K D W 7 2 0 + 1 6 . 0 5 ELECTRICAL EASEMENT SE W E R E A S E M E N T 20 40 SCALE IN FEET 01020 (1" = 20') N SE E D W G BT 1 2 0 - R P P 2 0 3 No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 0 / 2 5 | 5: 2 1 P M | NJ O N E S C: \ P W W O R K I N G \ J A C O B S _ B & I \ N J O N E S @ F U R T A D O A S S O C I A T E S . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - R P P 2 0 1 - 2 0 5 . D W G S1-BT120-RPP201-205 FACILITY ID: Xrefs: xS1-BT120-VRX001 xS1-BT120-CGP001 xS1-BT120-CMP001 xS1-BT120-CDP001 xS1-BT120-CPP001 xS1-BT120-TNP001 xS1-BT120-TSP001 xBRT-CUD05-TB22x34 xS1-BT120-GZK020 GB-SEAL-JMB41277 xS1-BT120-VSF100 xS1-BT120-CAP001 xS1-BT120-UWP001 xS1-BT120-RHP001 xS1-BT120-RPP001 Consulting Engineers FURTADO & ASSOCIATES, INC. (CPSRTA) SOUND TRANSIT 1923059063 R/W NO.BRI-154 (RTN-004) SE E D W G BT 1 2 0 - R P P 1 0 6 SEE DWG BT120-RP P 1 0 4 SOUND TRANSIT R/W NO. PARCEL NO. (TAX ACCOUNT NO.)OWNERS PARCEL AREA SQ. FT. FEE TAKE SQ. FT. REMAINDER SQ. FT. GUIDEWAY/ PERMANENT ESMT SQ. FT. TEMPORARY CONSTRUCTION ESMT SQ. FT. KING CO. RECORDING NO. 1 BRI-153 (RTN-003)1923059074 SEE DWG BT120-RPP104 2 BRI-154 (RTN-004)1923059063 SEE DWG BT120-RPP201 LEGEND: EXISTING ROW EXISTING PARCEL LINE 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. SE E D W G B T 1 2 0 - R P P 2 0 5 SEE DWG B T 1 2 0 - R P P 1 0 5 SEE DWG BT120-RPP202 RE (CPSRTA) SOUND TRANSIT 1923059074 R/W NO.BRI-153 (RTN-003) NW 1/4 NE 1/4 SEC 19, T 23 N, R 5 E; W.M. STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 RIGHT OF WAY PROPOSED PLAN BT120-RPP204 BT120 028 A N. JONES A. ALIMOVA R. ELANGOVAN J. BECKER 0 12/10/2024 NJ RE JB ISSUED FOR BID 1 06/13/2025 NJ RE JB ADDENDUM #1 - LOT LINE ADJUSTMENT & UPDATES A 10/24/2025 NJ RE JB COR PERMIT REVISIONS - CNWD #001 RTA/CN 0205-24 1"=20' EASEMENTS NOT SHOWN REC NO.TYPE OF EASEMENT PARCEL NO. 9510170929 UTILITIES BRI-148, BRI-151 (RTN-001), BRI-152 (RTN-002), BRI-153 (RTN-003), BRI-154 (RTN-004) A DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433228 // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 1 / 4 S E C T I O N L I N E S G R A D Y W A Y VARIE S 65' N 0 1 ° 2 3 ' 3 8 " E 2 9 2 . 2 1 ' ( R / W C E N T E R L I N E ) REC NO. 9103110844 20' PUBLIC UTILITY ESMT REC NO. 20110812001718 4' SLOPE & UTILITY ESMT R A I N I E R A V E S Δ=40°09'59" R=716.30' L=502.15' (R/W CENTERLINE) Δ=40°21'09" R=900.00' L=633.85' (BT120-C-RAINIER) PROPOSED 7' R/W DEDICATION REC NO. 7407300476 ELECTRICAL TRANSMISSION/DISTRIBUTION ESMT RESERVED IN DEED ACROSS PARCEL TO BE FULLY RELINQUISHED BY PSE REC NO. 7407300476 ELECTRICAL TRANSMISION/DISTRIBUTION ESMT RESERVED IN DEED ACROSS PARCEL GRA D Y 1 5 3 + 0 0 GRA D Y 1 5 4 + 0 0 R A I N I E R 2 0 2 + 0 0 R A I N I E R 2 0 3 + 0 0 R A I N I E R 2 0 4 + 0 0 SEWER EASEMENT 20 40 SCALE IN FEET 01020 (1" = 20') N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 1 6 / 2 5 | 3: 2 0 P M | NJ O N E S C: \ P W W O R K I N G \ J A C O B S _ B & I \ N J O N E S @ F U R T A D O A S S O C I A T E S . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - R P P 2 0 1 - 2 0 5 . D W G S1-BT120-RPP201-205 FACILITY ID: Xrefs: xS1-BT120-VRX001 xS1-BT120-CGP001 xS1-BT120-CMP001 xS1-BT120-CDP001 xS1-BT120-CPP001 xS1-BT120-TNP001 xS1-BT120-TSP001 xBRT-CUD05-TB22x34 xS1-BT120-GZK020 GB-SEAL-JMB41277 xS1-BT120-VSF100 xS1-BT120-CAP001 xS1-BT120-UWP001 xS1-BT120-RHP001 xS1-BT120-RPP001 Consulting Engineers FURTADO & ASSOCIATES, INC. SEE DWG BT120-RPP203 (CPSRTA) SOUND TRANSIT 1923059068 R/W NO.BRI-152 (RTN-002) S E E D W G B T 1 2 0 - R P P 1 0 1 MON #411 (SEE MONUMENTATION PLANS FOR MON DATA) SOUND TRANSIT R/W NO. PARCEL NO. (TAX ACCOUNT NO.)OWNERS PARCEL AREA SQ. FT. FEE TAKE SQ. FT. REMAINDER SQ. FT. GUIDEWAY/ PERMANENT ESMT SQ. FT. TEMPORARY CONSTRUCTION ESMT SQ. FT. KING CO. RECORDING NO. 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 LEGEND: EXISTING ROW EXISTING PARCEL LINE SEE D W G BT1 2 0 - R P P 1 0 4 NW 1/4 NE 1/4 SEC 19, T 23 N, R 5 E; W.M. P (CPSRTA) SOUND TRANSIT 1923059074 R/W NO.BRI-153 (RTN-003) STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 RIGHT OF WAY PROPOSED PLAN BT120-RPP205 BT120 029 A N. JONES A. ALIMOVA R. ELANGOVAN J. BECKER 0 12/10/2024 NJ RE JB ISSUED FOR BID 1 06/13/2025 NJ RE JB ADDENDUM #1 - LOT LINE ADJUSTMENT & UPDATES A 10/24/2025 NJ RE JB COR PERMIT REVISIONS - CNWD #001 RTA/CN 0205-24 1"=20' 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. (CPSRTA) SOUND TRANSIT 1923059063 PR/W NO.BRI-154 (RTN-004) EASEMENTS NOT SHOWN REC NO.TYPE OF EASEMENT PARCEL NO. 9510170929 UTILITIES BRI-148, BRI-151 (RTN-001), BRI-152 (RTN-002), BRI-153 (RTN-003), BRI-154 (RTN-004) A DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433229 X X X X / / / / / / ///// / / / / / / // / // SSSSSSSSSSSSSSSSSSSSSSSS 2' 4'5" / / / / / / / / / // / / / / / / / //////////// No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 6 / 2 5 | 8: 0 6 A M | LS O U S A C: \ P W W O R K I N G \ J A C O B S _ B & I \ L S O U S A @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C A P 1 0 0 . D W G S1-BT120-CAP100 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-VSF100 xS1-BT120-CAP001 xS1-BT120-GZK020 xS1-BT120-VRX001 xS1-BT120-CZN002 N SCALE IN FEET 040 8080 160 (1" = 80') N HA R D I E A V E AREA MAP 1" = 80' S GRADY W A Y LA K E A V E S SR - 1 6 7 NORTH DRIVEWAY SOUTH DRIVEWAY102 103 201 202 203 204 205 101 104 105 106 107 CROSS REFERENCING OF DRAWINGS BASE SHEET TITLE 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 101 102 103 104 105 106 107 CROSS REFERENCING OF DRAWINGS BASE SHEET TITLE 1"=20' DRAWING SETS S1-BT120-CAP201 S1-BT120-CAP202 S1-BT120-CAP203 S1-BT120-CAP204 NOT USED 201 202 203 204 205 RAINIER AND LAKE DRIVEWAY RAI N I E R A V E S UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT120-RPP201-BT120-RPP205 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL ALIGNMENT PLAN AREA PLAN BT120-CAP100 BT120 030 1 L. REDMAN L. REDMAN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1 06/13/2025 LBR DP LBR ADDENDUM #1 RTA/LR RTA/CN 0205-24 1"=80' 06/11/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433230 A S P H H E E E W E E X X X X X X X X X X X M I S C V A L V WSDOT FOWSDOT F O 4' 9 " 4' 1 1 " ///////////// ////// / / / / / / / / / / / / / / / / / / / / / / / MON #411 (SEE MONUMENTATION PLANS FOR MON DATA) MON #401 (SEE MONUMENTATION PLANS FOR MON DATA) N 7 7 ° 2 7 ' 5 9 " E 3 0 4 . 8 4 ' RAINIER STA 200+00.00 N:174790.12 E:1297981.55 BEGIN PROJECT G R A D Y 1 4 9 + 0 0 GRADY 150+00 G R A D Y 1 5 1 + 0 0 RAINIER 200+00 RAINIER 201+00 RAINIER 202+00 RAINIER 203+00 RAINIER 2 0 4 + 0 0 L=633.85',R=900.00' Δ=40°21'09" RAINIER STA 200+00.07 = GRADY STA 150+00.02 N1° 08' 05.68"E 247.70' PC = R A I N I E R 2 0 2 + 4 7 . 7 0 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-GZK001 AND BT120-GZN001-GZN007 FOR GENERAL KEY PLAN, GENERAL ABBREVIATIONS, AND GENERAL SYMBOLS AND LEGEND. N 20 40 SCALE IN FEET 01020 (1" = 20') N MA T C H L I N E : R A I N I E R S T A 2 0 4 + 0 0 SE E D W G BT 1 2 0 - C A P 1 0 2 MATCHL I N E : G R A D Y S T A 1 5 1 + 0 0 SEE DWG BT120-CA P 1 0 4 RAINIER AVE S S G R A D Y W A Y CL BT120-C-RAINIER CL BT120-C-GRADY MATC H L I N E : NOT U S E D T H I S S E R I E S MATCHLINE: NOT USED THIS SERIES SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 KEY MAP SW GRADY WAY 101 No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 6 / 2 5 | 8: 0 7 A M | LS O U S A C: \ P W W O R K I N G \ J A C O B S _ B & I \ L S O U S A @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C A P 1 0 1 - 1 0 7 . D W G S1-BT120-CAP101-107 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CAP001 xS1-BT120-GZK020 xS1-BT120-VRX001 xS1-BT120-CZN001 GB-SEAL-LBR22025708 xS1-BT120-VSF100 xS1-BT120-GZK010 xS1-BT120-CZN002 22025708 STATE O F WASHIN G T O N REGISTE R E D P R O FESSIONAL E N GINEER LORI B E T H RED M A N LA K E AV E S 102 103 201 202 203 204 205 104 105 106 107 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT120-RPP201-BT120-RPP205 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL ALIGNMENT PLAN RAINIER STA 200+00 TO RAINIER STA 204+00 BT120-CAP101 BT120 031 1 L. REDMAN L. REDMAN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1 06/13/2025 LBR DP LBR ADDENDUM #1 RTA/CN 0205-24 1"=20' 06/11/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433231 A S P H A S P H A S P H U T H H H H V L T V L T V L T S E C O EE E E S6 0 ° 3 7 ' 0 4 " E 80 . 4 8 ' S01° 1 2 ' 2 1 " W 181.7 6 ' HARDIE STA 310+00.00 N:175462.44 E:1298102.57 END ALIGNMENT S TC STA 609+52.91 N:175461.51 E:1298045.14 BEGIN ALIGNMENT N TC STA 509+53.23 N:175497.78 E:1298065.20 BEGIN ALIGNMENT S6 5 ° 3 4 ' 5 0 " E 42 3 . 8 9 ' S 7 4 ° 0 2 ' 5 1 " E 1 5 1 . 7 3 ' N T C 5 0 9 + 5 3 N TC 510+00 S TC 609+53 S TC 610+00 HA R D I E 3 1 0 + 0 0 HA R D I E 3 0 9 + 0 0 HA R D I E 3 1 0 + 0 0 PC = HARDIE 308+81.76 PT = HARDIE 309+19.52 RAINIER 2 0 4 + 0 0 RAINIER 205+ 0 0 RAINIER 206+00 RAINIER 207+00 RAINIER 2 0 8 + 0 0 RAINI E R 2 0 9 + 0 0 3 3 .8 5 ',R =9 0 0 .0 0 ' Δ =4 0 °2 1 '0 9 " L=37.77', R=35.00' Δ=61°49'25" N TC STA 510+04.91 = RAINIER STA 207+16.93 S TC STA 610+02.99 = RAINIER STA 206+67.81 L =6 3 3 .8 5 ',R =9 00.0 0 'Δ =4 0 °21'0 9 " PT = R A I N I E R 2 0 8 + 8 1 . 5 5 HARDIE STA 308+79.36 N:175535.56 E:1298014.68 BEGIN PROJECT GENERAL NOTES: LEGEND:LEGEND: 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-GZK001 AND BT120-GZN001-GZN007 FOR GENERAL KEY PLAN, GENERAL ABBREVIATIONS, AND GENERAL SYMBOLS AND LEGEND. N 20 40 SCALE IN FEET 01020 (1" = 20') No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 6 / 2 5 | 8: 0 8 A M | LS O U S A C: \ P W W O R K I N G \ J A C O B S _ B & I \ L S O U S A @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C A P 1 0 1 - 1 0 7 . D W G S1-BT120-CAP101-107 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CAP001 xS1-BT120-GZK020 xS1-BT120-VRX001 xS1-BT120-CZN001 GB-SEAL-LBR22025708 xS1-BT120-VSF100 xS1-BT120-GZK010 xS1-BT120-CZN002 N MA T C H L I N E : R A I N I E R S T A 2 0 8 + 5 0 SE E D W G BT 1 2 0 - C A P 1 0 3 M A T C H L I N E : R A I N I E R S T A 2 0 4 + 0 0 S E E D W G B T 1 2 0 - C A P 1 0 1 RAINIER AVE S HARD I E A V E S W CL BT120-C-S TC CL BT120-C-N TC CL BT120-C-RAINIER CL BT120-C-HARDIE MATCHLINE: SEE DWG BT120-CAP203 MATCHLINE: SEE DWG BT120-CAP201 102 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 KEY MAP SW GRADY WAY 22025708 STATE O F WASHIN G T O N REGISTE R E D P R O FESSIONAL E N GINEER LORI B E T H RED M A N LA K E AV E S 103 201 202 203 204 205 101 104 105 106 107 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT120-RPP201-BT120-RPP205 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL ALIGNMENT PLAN RAINIER STA 204+00 TO RAINIER STA 208+50 BT120-CAP102 BT120 032 1 L. REDMAN L. REDMAN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1 06/13/2025 LBR DP LBR ADDENDUM #1 RTA/CN 0205-24 1"=20' 06/11/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433232 /// / // T T E 2 M I S C M H IC V ICVIC V ICVIC V ICVICV ICV N41° 29' 14"E 809.83' S W 7 T H S T 2 4 9 + 0 0 SW 7TH ST 250+00 S W 7 T H S T 2 5 1 + 0 0 RAINIER 208+00 RAINIER 209+00 RAINIER 210+00 RAINIER 211+00 RAINIER 212+00 RAINIER 213+00 RAINIER 214+00 SW 7TH ST STA 249+99.98 = RAINIER STA 212+42.13 N41° 29' 14.48"E 809.83' PT = R A I N I E R 2 0 8 + 8 1 . 5 5 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-GZK001 AND BT120-GZN001-GZN007 FOR GENERAL KEY PLAN, GENERAL ABBREVIATIONS, AND GENERAL SYMBOLS AND LEGEND. N 20 40 SCALE IN FEET 01020 (1" = 20') No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 6 / 2 5 | 8: 0 8 A M | LS O U S A C: \ P W W O R K I N G \ J A C O B S _ B & I \ L S O U S A @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C A P 1 0 1 - 1 0 7 . D W G S1-BT120-CAP101-107 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CAP001 xS1-BT120-GZK020 xS1-BT120-VRX001 xS1-BT120-CZN001 GB-SEAL-LBR22025708 xS1-BT120-VSF100 xS1-BT120-GZK010 xS1-BT120-CZN002 N MA T C H L I N E : R A I N I E R S T A 2 0 8 + 5 0 SE E D W G BT 1 2 0 - C A P 1 0 2 S W 7 T H S T RAINIER AVE S CL BT120-C-RAINIER CL BT120-C-SW7THST M A T C H L I N E : S E E D W G B T 1 2 0 - C A P 2 0 1 103 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 KEY MAP SW GRADY WAY 22025708 STATE O F WASHIN G T O N REGISTE R E D P R O FESSIONAL E N GINEER LORI B E T H RED M A N LA K E AV E S 102 201 202 203 204 205 101 104 105 106 107 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT120-RPP201-BT120-RPP205 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL ALIGNMENT PLAN RAINIER STA 208+50 TO RAINIER STA 212+42.13 BT120-CAP103 BT120 033 1 L. REDMAN L. REDMAN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1 06/13/2025 LBR DP LBR ADDENDUM #1 RTA/CN 0205-24 1"=20' 06/11/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433233 X X X XXXXXXXXXX X X X X XASPH ASPH ASPH ASPH ASPH ASPH VLT E E SL FO VLT C C 6'11" 8' 1 1 " ////////////////////// N77° 28' 16"E 1041.30'GRADY 151+00 GRADY 152+00 GRADY 153+00 GRADY 154+00 GRADY 155+00 GRADY 156+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-GZK001 AND BT120-GZN001-GZN007 FOR GENERAL KEY PLAN, GENERAL ABBREVIATIONS, AND GENERAL SYMBOLS AND LEGEND. N 20 40 SCALE IN FEET 01020 (1" = 20') No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 6 / 2 5 | 8: 0 8 A M | LS O U S A C: \ P W W O R K I N G \ J A C O B S _ B & I \ L S O U S A @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C A P 1 0 1 - 1 0 7 . D W G S1-BT120-CAP101-107 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CAP001 xS1-BT120-GZK020 xS1-BT120-VRX001 xS1-BT120-CZN001 GB-SEAL-LBR22025708 xS1-BT120-VSF100 xS1-BT120-GZK010 xS1-BT120-CZN002 N MA T C H L I N E : G R A D Y S T A 1 5 1 + 0 0 SE E D W G BT 1 2 0 - C A P 1 0 1 MA T C H L I N E : G R A D Y S T A 1 5 6 + 5 0 SE E D W G BT 1 2 0 - C A P 1 0 5 MATCHLINE: NOT USED THIS SERIES S GRADY WAY CL BT120-C-GRADY MATCHLINE: SEE DWG BT120-CAP204 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 KEY MAP SW GRADY WAY 104 22025708 STATE O F WASHIN G T O N REGISTE R E D P R O FESSIONAL E N GINEER LORI B E T H RED M A N LA K E AV E S 102 103 201 202 203 204 205 101 105 106 107 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT120-RPP201-BT120-RPP205 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL ALIGNMENT PLAN GRADY STA 151+00 TO GRADY STA 156+50 BT120-CAP104 BT120 034 1 L. REDMAN L. REDMAN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1 06/13/2025 LBR DP LBR ADDENDUM #1 RTA/CN 0205-24 1"=20' 06/11/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433234 X X ASPH UT VLT T X X X X X X X X X X X X / / /////////// / / / ////////////// / // SL FO FO FO FO MW EL=26. 4 3 MON #423 (SEE MONUMENTATION PLANS FOR MON DATA) GRADY STA 160+46.15 N:175017.14 E:1299002.77 END PROJECT N77° 28' 16"E 1041.30' LAKE STA 399+47.70 N:174926.94 E:1298827.59 BEGIN PROJECT N0 4 ° 3 0 ' 5 1 " E 88 . 4 7 ' N41° 4 4 ' 2 1 " E 53.3 6 ' S60° 24' 17"E 25.59' LAKE 399+48 LAKE 400+00 LAK E 4 0 1 + 0 0 GRADY 160+46GRADY 157+00 GRADY 158+00 GRADY 159+00 GRADY 160+00 PC = L A K E 4 0 0 + 3 6 . 1 7 P T = L A K E 4 0 1 + 0 8 . 2 8 P C = L A K E 4 0 1 + 6 1 . 6 5 LAKE STA 400+00.05 = GRADY STA 158+70.91 RAILAKDW 722+12 RAILAK D W 7 1 9 + 0 0 RAILAKDW 7 2 0 + 0 0 RAILA K D W 7 2 1 + 0 0 PC = R A I L A K D W 7 1 9 + 6 1 . 2 2 P T = R A I L A K D W 7 2 0 + 1 6 . 0 5 L=54.83', R=87.00' Δ=36°06'41" RAILAKDW STA 722+12.21 = LAKE STA 401+91.32 L=72.12',R =111.0 0' Δ=37°13'30" 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-GZK001 AND BT120-GZN001-GZN007 FOR GENERAL KEY PLAN, GENERAL ABBREVIATIONS, AND GENERAL SYMBOLS AND LEGEND. N 20 40 SCALE IN FEET 01020 (1" = 20') No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 6 / 2 5 | 8: 0 8 A M | LS O U S A C: \ P W W O R K I N G \ J A C O B S _ B & I \ L S O U S A @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C A P 1 0 1 - 1 0 7 . D W G S1-BT120-CAP101-107 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CAP001 xS1-BT120-GZK020 xS1-BT120-VRX001 xS1-BT120-CZN001 GB-SEAL-LBR22025708 xS1-BT120-VSF100 xS1-BT120-GZK010 xS1-BT120-CZN002 N MA T C H L I N E : G R A D Y S T A 1 5 6 + 5 0 SE E D W G BT 1 2 0 - C A P 1 0 4 MATC H L I N E : SEE D W G BT120 - C A P 2 0 4 S GRADY WAY LAK E A V E S CL BT120-C-LAKE CL BT120-C-GRADY MATCHLINE: LAKE STA 401+50 SEE DWG BT120-CAP106 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 KEY MAP SW GRADY WAY 105 22025708 STATE O F WASHIN G T O N REGISTE R E D P R O FESSIONAL E N GINEER LORI B E T H RED M A N LA K E AV E S 102 103 201 202 203 204 205 101 104 106 107 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT120-RPP201-BT120-RPP205 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL ALIGNMENT PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 BT120-CAP105 BT120 035 1 L. REDMAN L. REDMAN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1 06/13/2025 LBR DP LBR ADDENDUM #1 RTA/CN 0205-24 1"=20' 06/11/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433235 E X X X XX X X X X X X X X XXXXXXXXXX N00° 18' 51"W 157.60' S TC STA 619+03.75 N:175272.57 E:1298956.44 END PROJECT N TC STA 518+75.07 N:175338.57 E:1298957.53 END PROJECT S60° 24' 17"E 25.59' S8 9 ° 4 9 ' 1 9 " E 32 7 . 9 5 ' LAKE 402+00 LAKE 403+00 LAKE 404+00 LA K E 4 0 5 + 0 0 N T C 5 1 8 + 7 5 N T C 5 1 8 + 0 0 N TC STA 518+50.31 = LAKE STA 403+89.02 PT = L A K E 4 0 1 + 0 8 . 2 8 PC = L A K E 4 0 1 + 6 1 . 6 5 PT = L A K E 4 0 2 + 6 4 . 4 0 PC = L A K E 4 0 4 + 2 2 . 0 0 PT = LAKE 405+00.97 S TC 619+04 S T C 6 1 8 + 0 0 S T C 6 1 9 + 0 0 LAKE STA 403+23.01 = S TC STA 618+80.42 RAILAKDW 722+12 R A I L A K D W 7 2 1 + 0 0 RAILAKDW 722+00 EP = RAILAKDW 722+12.25 PC = R A I L A K D W 7 2 1 + 3 7 . 2 6 PT = R A I L A K D W 7 2 1 + 8 6 . 6 6 L=49.40', R=44.06' Δ=64°14'11" RAILAKDW STA 722+12.21 = LAKE STA 401+91.32 L = 7 8. 9 7 ', R = 5 0 . 0 0 ' Δ = 9 0 ° 2 9 ' 3 2 " L = 7 8. 9 7 ', R = 5 0 . 0 0 ' Δ = 9 0 ° 2 9 ' 3 2 " L=102.76',R=140.00' Δ=42°03'12" 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-GZK001 AND BT120-GZN001-GZN007 FOR GENERAL KEY PLAN, GENERAL ABBREVIATIONS, AND GENERAL SYMBOLS AND LEGEND. N 20 40 SCALE IN FEET 01020 (1" = 20') No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 6 / 2 5 | 8: 0 8 A M | LS O U S A C: \ P W W O R K I N G \ J A C O B S _ B & I \ L S O U S A @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C A P 1 0 1 - 1 0 7 . D W G S1-BT120-CAP101-107 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CAP001 xS1-BT120-GZK020 xS1-BT120-VRX001 xS1-BT120-CZN001 GB-SEAL-LBR22025708 xS1-BT120-VSF100 xS1-BT120-GZK010 xS1-BT120-CZN002 N MAT C H L I N E : L A K E S T A 4 0 1 + 5 0 SEE D W G BT1 2 0 - C A P 1 0 5 MATCHLINE: SEE DWG BT120-CAP204 LAKE AVE S CL BT120-C-LAKE CL BT120-C-RAILAKDW MATCHLINE: SEE DWG BT120-CAP202 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 KEY MAP SW GRADY WAY 22025708 STATE O F WASHIN G T O N REGISTE R E D P R O FESSIONAL E N GINEER LORI B E T H RED M A N CL BT120-C-N TC CL BT120-C-S TC 106 MATCHLINE: LAKE STA 405+50 SEE DWG BT120-CAP107 LA K E AV E S 102 103 201 202 203 204 205 101 104 105 107 SO U T H DR I V E W A Y NO R T H DR I V E W A Y UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT120-RPP201-BT120-RPP205 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL ALIGNMENT PLAN LAKE STA 401+50 TO LAKE STA 405+50 BT120-CAP106 BT120 036 1 L. REDMAN L. REDMAN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1 06/13/2025 LBR DP LBR ADDENDUM #1 RTA/CN 0205-24 1"=20' 06/11/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433236 / / // / / LAKE STA 408+28.91 N:175420.93 E:1299310.68 END PROJECT S89° 49' 19"E 327.95' LAKE 408+29 LAKE 406+00 LAKE 407+00 LAKE 408+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-GZK001 AND BT120-GZN001-GZN007 FOR GENERAL KEY PLAN, GENERAL ABBREVIATIONS, AND GENERAL SYMBOLS AND LEGEND. N 20 40 SCALE IN FEET 01020 (1" = 20') No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 6 / 2 5 | 8: 0 8 A M | LS O U S A C: \ P W W O R K I N G \ J A C O B S _ B & I \ L S O U S A @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C A P 1 0 1 - 1 0 7 . D W G S1-BT120-CAP101-107 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CAP001 xS1-BT120-GZK020 xS1-BT120-VRX001 xS1-BT120-CZN001 GB-SEAL-LBR22025708 xS1-BT120-VSF100 xS1-BT120-GZK010 xS1-BT120-CZN002 N LAKE AVE S CL BT120-C-LAKE SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 KEY MAP SW GRADY WAY LA K E AV E S 22025708 STATE O F WASHIN G T O N REGISTE R E D P R O FESSIONAL E N GINEER LORI B E T H RED M A N MA T C H L I N E : L A K E S T A 4 0 5 + 5 0 SE E D W G BT 1 2 0 - C A P 1 0 6 102 103 201 202 203 204 205 101 104 105 106 107 SH A T T U C K A V E S 1 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT120-RPP201-BT120-RPP205 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL ALIGNMENT PLAN LAKE STA 405+50 TO LAKE STA 408+28.91 BT120-CAP107 BT120 037 1 L. REDMAN L. REDMAN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1 06/13/2025 LBR DP LBR ADDENDUM #1 RTA/CN 0205-24 1"=20' 06/11/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433237 S65° 34' 50"E 223.92' S65° 34' 50"E 423.89' H CO X X XX X X X X X X X X X X X X X X X X X X X N TC 511+00 N TC 512+00 N TC 513+00 N TC 514+00 L =3 1.7 7 ',R =215.00'Δ =8 °2 8 '01" L=54.74', R=130.00' Δ=24°07'33" L=53.06', R=126.00' Δ=24°07'33" PC = N T C 5 1 3 + 6 0 . 6 5 P C = N T C 5 1 1 + 0 4 . 9 6 PT = N T C 5 1 1 + 3 6 . 7 3 PC = S T C 6 1 3 + 7 6 . 7 9 P T = S T C 6 1 4 + 2 9 . 8 5 S TC 611+00 S TC 612+00 S TC 613+00 S TC 614+00 RAINIER 207+00 N TC STA 510+04.91 = RAINIER STA 207+16.93 S TC STA 610+02.99 = RAINIER STA 206+67.81 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-GZK001 AND BT120-GZN001-GZN007 FOR GENERAL KEY PLAN, GENERAL ABBREVIATIONS, AND GENERAL SYMBOLS AND LEGEND. N 20 40 SCALE IN FEET 01020 (1" = 20') No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 6 / 2 5 | 8: 1 1 A M | LS O U S A C: \ P W W O R K I N G \ J A C O B S _ B & I \ L S O U S A @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C A P 2 0 1 - 2 0 4 . D W G S1-BT120-CAP201-204 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CAP001 xS1-BT120-GZK020 xS1-BT120-CZN001 xS1-BT120-VRX001 GB-SEAL-JKH53550 xS1-BTP120-VSF100 GB-SEAL-LBR22025708 xS1-BT120-GZK010 xS1-BT120-CZN002 N MATCHLINE: SEE DWG BT120-CAP103 SOUTH DRIVEWAY NORTH DRIVEWAYCL BT120-C-N TC CL BT120-C-S TC MA T C H L I N E : SE E D W G BT 1 2 0 - C A P 2 0 2 MA T C H L I N E : SE E D W G BT 1 2 0 - C A P 1 0 2 MATCHLINE: SEE DWG BT120-CAP203 201 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRADY WAY 22025708 STATE O F WASHIN G T O N REGISTE R E D P R O FESSIONAL E N GINEER LORI B E T H RED M A N KEY MAP LA K E AV E S 101 102 103 202 203 204 205 104 105 106 107 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT120-RPP201-BT120-RPP205 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL ALIGNMENT PLAN S RENTON TRANSIT CENTER BT120-CAP201 BT120 038 1 L. REDMAN L. REDMAN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1 06/13/2025 LBR DP LBR ADDENDUM #1 RTA/LR RTA/CN 0205-24 1"=20' 06/11/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433238 S89° 42' 23"E 459.68' S89° 42' 23"E 473.90' X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XN TC 514+00 N TC 515+00 N TC 516+00 N TC 517+00 L=54.74', R=130.00' =24°07'33" PC = N T C 5 1 3 + 6 0 . 6 5 PT = N TC 514+15.39 PC = S T C 6 1 3 + 7 6 . 7 9 PT = S T C 6 1 4 + 2 9 . 8 5 S TC 615+00 S TC 616+00 S TC 617+00 S TC 618+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-GZK001 AND BT120-GZN001-GZN007 FOR GENERAL KEY PLAN, GENERAL ABBREVIATIONS, AND GENERAL SYMBOLS AND LEGEND. N 20 40 SCALE IN FEET 01020 (1" = 20') No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 6 / 2 5 | 8: 1 1 A M | LS O U S A C: \ P W W O R K I N G \ J A C O B S _ B & I \ L S O U S A @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C A P 2 0 1 - 2 0 4 . D W G S1-BT120-CAP201-204 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CAP001 xS1-BT120-GZK020 xS1-BT120-CZN001 xS1-BT120-VRX001 GB-SEAL-JKH53550 xS1-BTP120-VSF100 GB-SEAL-LBR22025708 xS1-BT120-GZK010 xS1-BT120-CZN002 N NORTH DRIVEWAY SOUTH DRIVEWAY CL BT120-C-N TC CL BT120-C-S TC MA T C H L I N E : SE E D W G BT 1 2 0 - C A P 2 0 1 MA T C H L I N E : SE E D W G BT 1 2 0 - C A P 1 0 6 MATCHLINE: SEE DWG BT120-CAP204 202 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRADY WAY 22025708 STATE O F WASHIN G T O N REGISTE R E D P R O FESSIONAL E N GINEER LORI B E T H RED M A N KEY MAP LA K E AV E S 101 102 103 201 203 204 205 104 105 106 107 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT120-RPP201-BT120-RPP205 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL ALIGNMENT PLAN S RENTON TRANSIT CENTER BT120-CAP202 BT120 039 1 L. REDMAN L. REDMAN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1 06/13/2025 LBR DP LBR ADDENDUM #1 RTA/LR RTA/CN 0205-24 1"=20' 06/11/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433239 D R W E X X X X X X X X X X X X X X X X X X X X X X X X X S64° 03' 57"E RAILAKDW 716+00 BP = R A I L A K D W 7 1 6 + 0 0 . 0 0 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-GZK001 AND BT120-GZN001-GZN007 FOR GENERAL KEY PLAN, GENERAL ABBREVIATIONS, AND GENERAL SYMBOLS AND LEGEND. N 20 40 SCALE IN FEET 01020 (1" = 20') No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 6 / 2 5 | 8: 1 1 A M | LS O U S A C: \ P W W O R K I N G \ J A C O B S _ B & I \ L S O U S A @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C A P 2 0 1 - 2 0 4 . D W G S1-BT120-CAP201-204 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CAP001 xS1-BT120-GZK020 xS1-BT120-CZN001 xS1-BT120-VRX001 GB-SEAL-JKH53550 xS1-BTP120-VSF100 GB-SEAL-LBR22025708 xS1-BT120-GZK010 xS1-BT120-CZN002 N MA T C H L I N E : SE E D W G BT 1 2 0 - C A P 2 0 4 CL BT120-C-RAILAKDW MATCHLINE: NOT USED THIS SERIES MA T C H L I N E : SE E D W G BT 1 2 0 - C A P 1 0 2 M A T C H L I N E : S E E D W G B T 1 2 0 - C A P 1 0 1 MATCHLINE: SEE DWG BT120-CAP201 203 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRADY WAY 22025708 STATE O F WASHIN G T O N REGISTE R E D P R O FESSIONAL E N GINEER LORI B E T H RED M A N KEY MAP LA K E AV E S 101 102 103 201 202 204 205 104 105 106 107 RAINIER AND LAKE DWY UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT120-RPP201-BT120-RPP205 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL ALIGNMENT PLAN S RENTON TRANSIT CENTER BT120-CAP203 BT120 040 1 L. REDMAN L. REDMAN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1 06/13/2025 LBR DP LBR ADDENDUM #1 RTA/LR RTA/CN 0205-24 1"=20' 06/11/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433240 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X S64 ° 0 3 ' 5 7 " E 77. 4 3 ' S89° 53' 30"E 241.22' N53° 5 9 ' 2 3 " E 121. 2 2 ' LAKE 400+00 LAK E 4 0 1 + 0 0 GRADY 15 9 + 0 0 PC = LAKE 400+36.17 P T = L A K E 4 0 1 + 0 8 . 2 8 P C = L A K E 4 0 1 + 6 1 . 6 5 LAKE STA 400+00.05 = GRADY STA 158+70.91 RAILAKDW 717+00 RAILAKDW 718+00 RAILAKDW 719+00 RAILA K D W 7 2 0 + 0 0 RAIL A K D W 7 2 1 + 0 0 BP = R A I L A K D W 7 1 6 + 0 0 . 0 0 PC = R A I L A K D W 7 1 6 + 7 7 . 4 3 PC = R A I L A K D W 7 1 9 + 6 1 . 2 2 P C = R A I L A K D W 7 2 1 + 3 7 . 2 6 PT = R A I L A K D W 7 1 7 + 2 0 . 0 0 P T = R A I L A K D W 7 2 0 + 1 6 . 0 5 L=42.56', R=100.00' Δ=24°23'09" L=54.83', R=87.00' Δ=36°06'41" L=72.12', R=111.00' Δ=37°13'30" 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-GZK001 AND BT120-GZN001-GZN007 FOR GENERAL KEY PLAN, GENERAL ABBREVIATIONS, AND GENERAL SYMBOLS AND LEGEND. N 20 40 SCALE IN FEET 01020 (1" = 20') No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 6 / 2 5 | 8: 1 1 A M | LS O U S A C: \ P W W O R K I N G \ J A C O B S _ B & I \ L S O U S A @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C A P 2 0 1 - 2 0 4 . D W G S1-BT120-CAP201-204 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CAP001 xS1-BT120-GZK020 xS1-BT120-CZN001 xS1-BT120-VRX001 GB-SEAL-JKH53550 xS1-BTP120-VSF100 GB-SEAL-LBR22025708 xS1-BT120-GZK010 xS1-BT120-CZN002 N MA T C H L I N E : SE E D W G BT 1 2 0 - C A P 2 0 3 RAINIER AND LAKE DWY CL BT120-C-RAILAKDW MA T C H L I N E : NO T U S E D T H I S S E R I E S MATCHLINE: SEE DWG BT120-CAP202 MATCHLI N E : SEE DWG BT120-CA P 1 0 4 MATCHLI N E : SEE DWG BT120-CA P 1 0 5 MA T C H L I N E : SE E D W G BT 1 2 0 - C A P 1 0 6 204 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRADY WAY 22025708 STATE O F WASHIN G T O N REGISTE R E D P R O FESSIONAL E N GINEER LORI B E T H RED M A N KEY MAP LA K E AV E S 101 102 103 201 202 203 205 104 105 106 107 MAT C H L I N E : SEE D W G BT1 2 0 - C A P 1 0 5 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT120-RPP201-BT120-RPP205 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL ALIGNMENT PLAN S RENTON TRANSIT CENTER BT120-CAP204 BT120 041 1 L. REDMAN L. REDMAN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1 06/13/2025 LBR DP LBR ADDENDUM #1 RTA/LR RTA/CN 0205-24 1"=20' 06/11/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433241 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL TRAFFIC HAUL PLAN SOUTH RENTON TRANSIT CENTTER BT120-CHP101 BT120 Z. WANG Z. WANG J. SEYER R. ACEVEDO 0 12/10/2024 ZW JS RA ISSUED FOR BID NTS NGENERAL 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.NOT TO SCALE 55471 STATE O F WASHIN GT O N REGISTE R E D P R O F ESSIONAL E N GINEER ROBE R T C. ACE VE D O CONSTRUCTION AREA S GRADY W A Y R A I N I E R A V E S I-4 0 5 I-405I-405 I- 4 0 5 E B I-405 W B SR - 5 1 5 S R - 1 6 7 I- 5 N B I- 5 S B I - 5 S R - 1 8 1 S R - 1 8 1 No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 11 / 2 6 / 2 4 | 10 : 3 6 A M | ZH W A N G C: \ P W W O R K I N G \ J A C O B S _ B & I \ Z H U O J I N . W A N G @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C H P 1 0 1 . D W G S1-BT120-CHP101 FACILITY ID: Xrefs: GB-SEAL-RA55471 xS1-BT120-THP101 xBRT-CUD05-TB22x34 S 7TH ST 12/04/2024 0042 RTA/CN 0205-24 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433242 condition of approval #7 : Contractor shall provide a detailed haul route for City review and approval prior to commencing construction hauling activities. EX 3.0' MEDIAN EX 12.0' THRU LANE EX 11.0' THRU LANE EX 13.2' THRU LANE EX 0.5' CURB EX 5.0' PLANTER EX 8.0' SIDEWALK EX 0-13.0' LEFT TURN LANE EX 11.0' THRU LANE EX 11.0' THRU LANE EX 11.0' THRU LANE EX 12.0' RIGHT TURN LANE EX 5.0' PLANTER EX 8.0' SIDEWALK EX 0.5' CURB EX. PEDESTRIAN RAILING EX VERTICAL WALL EX PARKING LOT CL VARIES SIDEWALK 1.5% 35 STA 204+45.71 - STA 205+44.53 R/W STA 200+46.37 TO STA 201+30.17 5.5'1.7'-15.0'3.4'-21.1' 2 19 14 14 138.50' - 175.70' R/W R/W 5.0' - 8.0' PLANTER 8GEOGRID (TYP) CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP) EX ROADWAY SURFACE CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP) EX 3.1' -17.0' MEDIAN & PLANTER EX 12.0' THRU LANE EX 11.0' THRU LANE EX 13.2' THRU LANE 11.1' - 12.3' THRU LANE 11.0' THRU LANE 13.0' THRU LANE EX VARIES SIDEWALK 0.5' CURB 0' - 12.5' LEFT TURN LANE CL 14 VARIES SIDEWALK 1.5% 35 STA 205+86.16 TO STA 206+28.07219 8.0' PLANTER 12.0' THRU LANE 11.0' THRU LANE 13.2' THRU LANE R/W 138.50' - 175.70' R/W R/W 6 6 3.0% 2 19 3.5' EX 0.5' CURB 0.5' CURB 89 9 GEOGRID (TYP) GEOGRID (TYP) CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP) MATCH EXISTING DEPTHS ON ALL SAWCUTS (TYP) MATCH EXISTING DEPTHS ON ALL SAWCUTS (TYP) 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. EXCAVATE AND DISPOSE OF OFFSITE THE TOP 1 FOOT OF GENERAL NOTES: 10 IN HMA CL 1/2 IN PG 58H-22 CEMENT CONC SIDEWALK PER CITY OF RENTON STD PLAN 102 4 IN CRUSHED SURFACING TOP COURSE CEMENT CONC TRAFFIC CURB AND GUTTER PER WSDOT STD PLAN F-10.12 SEE SHEETS BT120-LPP101-LPP106 AND BT120-LPP201-LPP205 FOR LANDSCAPE PLANTING PLAN CONSTRUCTION NOTES: 2 3 5 6 8 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 LEGEND*: * 12.0' THRU LANE 13.7' THRU LANE 11.1' - 12.3' THRU LANE 11.0' THRU LANE 13.0' THRU LANE VARIES SIDEWALK 0.5' CURB 0' - 12.5' LEFT TURN LANE CL 1.5% 30 5 25 272527 3.0' VALLEY GUTTER 126.42' - 175.70' R/WR/W 6 26 26 0.0' -12.5' HARDSCAPE 31 31345 11.0' THRU LANE 0.5' CURB 39 GEOGRID (TYP) CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP) GEOGRID (TYP) CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP) 6 IN CRUSHED SURFACING BASE COURSE PLANING BITUMINOUS PAVEMENT AND HMA CL 1/2 IN PG 58H-22 OVERLAY 10 IN CRUSHED SURFACING BASE COURSE 13.5 IN CEMENT CONC PAVEMENT 4.2 IN CRUSHED SURFACING BASE COURSE 4.2 IN HMA CL 1/2 IN PG 58H-22 14 19 25 26 27 9 CEMENT CONC SIDEWALK PER WSDOT STD PLAN F-30.10 CEMENT CONC TRAFFIC CURB PER WSDOT STD PLAN F-10.12 HARDSCAPE. SEE SHEETS BT120-LHD101-LHD109 FOR HARDSCAPE PLAN AND DETAILS 30 31 34 RAINIER AVE S TYPICAL SECTION RAINIER STA 200+00.00 - 205+44.53 RAINIER AVE S TYPICAL SECTION RAINIER STA 205+44.53 - STA 206+28.07 No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 5 / 2 5 | 10 : 5 0 A M | MS K I N N E R C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - S K I N N E M 2 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C R Y 1 0 1 - 1 0 6 . D W G S1-BT120-CRY101-106 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CRY001 RAINIER AVE S TYPICAL SECTION RAINIER STA 206+28.07 - STA 207+76.56 1 1 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL TYPICAL SECTIONS RAINIER AVE S BT120-CRY101 BT120 043 1 L. REDMAN Y. SHEN D. POSTEN L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1 06/13/2025 LBR DP LBR ADDENDUM #1 RTA/CN 0205-24 NTS 06/11/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433243 GEOGRID (TYP) 11.9' THRU LANE 11.0' -12.5'' THRU LANE 13.2' BUSINESS ACCESS AND TRANSIT LANE 0.5' CURB VARIES SIDEWALK 1.5% 3 EX 11.1' - 12.3' THRU LANE EX 11.0' THRU LANE EX 13.0' TURN LANE 56 0' - 13.0' LEFT TURN LANE MATCH EX 13.0' - 0' BUS ONLY LANE 0.5' CURB 0.0' - 17.0' MEDIAN & LSCP EX 8.0' SIDEWALK EX 0.5' CURB EX 5.0' PLANTER 19 10 31 STA 208+33.38 TO STA 210+85.35 EX 0.5' CURB EX 8.0' SIDEWALK CL 0.5' CURB 8 2 EX 11.9' THRU LANE EX 11.0' -12.5'' THRU LANE EX 13.2' BAT LANE EX 0' - 13.0' LEFT TURN LANE EX 0.5' CURB 31 19 R/W 123.06' - 128.10' R/W R/W 3.0% 9 9 9 CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP) GEOGRID (TYP) CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP) EX ROADWAY SURFACE EX ROADWAY SURFACE MATCH EXISTING DEPTHS ON ALL SAWCUTS (TYP) 24.0' TURN LANE 0.5' CURB 15.0' TO 25.0' SIDEWALK 0' - 15.0' SIDEWALK 35 1.5%2.0% 14 HARDIE CL 1.5% 35 2.0% 0.5' CURB 0.5' CURB HARDIE STA 308+79.37 - STA 309+21.25 EX 8.0' SIDEWALK EX 7.5' PLANTER 2016 0' - 10.0' 333333 0.0' - 71.4' MEDIAN PLANTER 20 1614 24.0' TO 26.1' THRU LANE 0' - 11.3' 9 0.5' CURB 8 R/W 72.00' - 224.9' R/W R/W 2.0' 20 16 2.0' 16 20 33 9 9 9GEOGRID (TYP) CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP) GEOGRID (TYP) CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP) EX PLANTER EX PLANTER MATCH EXISTING DEPTHS ON ALL SAWCUTS (TYP) 10 IN HMA CL 1/2 IN PG 58H-22 CEMENT CONC SIDEWALK PER CITY OF RENTON STD PLAN 102 4 IN CRUSHED SURFACING TOP COURSE CEMENT CONC TRAFFIC CURB AND GUTTER PER WSDOT STD PLAN F-10.12 SEE SHEETS BT120-LPP101-LPP106 AND BT120-LPP201-LPP205 FOR LANDSCAPE PLANTING PLAN CONSTRUCTION NOTES: 2 3 5 8 6 6 IN CRUSHED SURFACING BASE COURSE 10 IN CEMENT CONC PAVEMENT PLANING BITUMINOUS PAVEMENT AND HMA CL 1/2 IN PG 58H-22 OVERLAY 8 IN HMA CL 1/2 IN PG 58H-22 10 IN CRUSHED SURFACING BASE COURSE 12 IN CRUSHED SURFACING BASE COURSE 10 16 14 20 19 9 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 LEGEND*: * CEMENT CONC TRAFFIC CURB PER WSDOT STD PLAN F-10.12 CEMENT CONC TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 31 33 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. GENERAL NOTES: No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 1 1 / 2 5 | 12 : 2 1 P M | YS H E N C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - S H E N Y \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C R Y 1 0 1 - 1 0 6 . D W G S1-BT120-CRY101-106 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CRY001 RAINIER AVE S TYPICAL SECTION RAINIER STA 207+76.56 - STA 210+85.35 HARDIE AVE SW TYPICAL SECTION HARDIE STA 308+79.37 - 309+57.64 1 1 111 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL TYPICAL SECTIONS RAINIER AVE S AND HARDIE AVE SW BT120-CRY102 BT120 044 1 L. REDMAN Y. SHEN D. POSTEN L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1 06/13/2025 LBR DP LBR ADDENDUM #1 RTA/CN 0205-24 NTS 1 06/11/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433244 15.0' BUS LANE 0.5' CURB VARIES 6.7' - 11.4' PLANTER 14.0' MULTI-PURPOSE PATH 15.0' BUS LANE 0.5' CURB 30.0' - 35.0' BUS PLATFORM 0.5' CURB 15.0' BUS LANE VARIES BUS LAYOVER BAY 218185911249 1.5%2.0%2.0% 1.0% 2.0%2.0%2.0% 24 9 15.0' BUS LANE 1.5% CL N TC CL STC 215 37.5' - 41.6' R/W R/W 7 21 5 N TC STA 514+02.00 - STA 517+69.63 0.5' CURB VARIES SIDEWALK 35 1.5% 0.5' CURB 2.0% VARIES CAR PARKING LOT 11 17 1312 8 0' - 128.0' PLANTER 0.5' CURB N TC STA 513+90.14 - STA 517+69.63 7 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 0.3% - 0.5% 7 7 0.3% - 0.5% VARIES BUS LAYOVER BAY VARIES 22 23 9 24 32 32 0.5' CURB 9 24 28 2828 28 1. 0 ' 1. 0 ' EX PARKING LOT GEOGRID (TYP) CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP)LIMIT OF SUBGRADE PREPARATION SEE NOTE 7 SEE NOTE 7 GEOGRID (TYP) CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP) GEOGRID (TYP) CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP) GEOGRID (TYP) CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP) LIMIT OF SUBGRADE PREPARATION SEE NOTE 7 GEOGRID (TYP) CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP) GEOGRID (TYP) CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP) SEE NOTE 7 EG EG 15.0' BUS LANE 15.0' BUS LANE 0.5' CURB VARIES SIDEWALK 35249 36.0' CONCRETE PAVEMENT 15.0' BUS LANE 0.5' CURB VARIES 6.9' - 8.0' PLANTER 14.0' MULTI-PURPOSE PATH 15.0' BUS LANE 8189 1.5%2.0%2.0%2.0%0.1% - 1.5%2.0%2.0% 1.5% CL NTC CL STC 0.5' CURB 2.0% 40.7' - 41.4' R/W R/W VARIES CAR PARKING LOT 11 24 9 11 17 1312 0.1% - 1.5% N TC STA 517+69.66 - STA 518+04.66 8 VARIES PLANTER 0.5' CURB 1.5% 22 23 11 1. 0 ' EX PARKING LOT LIMIT OF SUBGRADE PREPARATION SEE NOTE 7 GEOGRID (TYP) CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP) EG SEE NOTE 7 LIMIT OF SUBGRADE PREPARATION SEE NOTE 7 GEOGRID (TYP) CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP) CEMENT CONC SIDEWALK PER CITY OF RENTON STD PLAN 102. SEE SHEETS BT120-LHP201-LHP205 FOR HARDSCAPE PLAN 4 IN CRUSHED SURFACING TOP COURSE 9 IN CEMENT DOWELED CURB PER DETAIL ON SHEET BT120-CRD122 SEE SHEETS BT120-LPP101-LPP106 AND BT120-LPP201-LPP205 FOR LANDSCAPE PLANTING PLAN CONSTRUCTION NOTES: 3 5 7 8 6 IN CRUSHED SURFACING BASE COURSE DOWELED CURB PER KCM STD PLAN D109 5 IN HMA CL 1/2 IN PG 58H-22 8 IN CRUSHED SURFACING BASE COURSE CEMENT CONC TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 4 IN HMA CL 1/2 IN PG 58H-22 9 11 13 12 18 17 BUS PLATFORM PER STRUCTURAL DETAILS RETAINING WALL PER STRUCTURAL DETAILS FENCE PER DETAIL ON SHEETS BT120-CRD122-CRD125 12.5 IN CEMENT CONC PAVEMENT RUB RAIL PER DETAIL ON SHEET BT120-CRD122 CEMENT ROLLED CURB PER DETAIL ON SHEET BT120-CRD121 22 21 23 24 28 32 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 LEGEND*: * 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. 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. GENERAL NOTES: STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL TYPICAL SECTIONS S RENTON TRANSIT CENTER BT120-CRY103 BT120 L. REDMAN Y. SHEN D. POSTEN L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID NTS No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 01 / 1 6 / 2 5 | 12 : 4 1 P M | LR E D M A N C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - R E D M A N L \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C R Y 1 0 1 - 1 0 6 . D W G S1-BT120-CRY101-106 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CRY001 TRANSIT CENTER - PLATFORM TYPICAL SECTION TRANSIT CENTER - NO PLATFORM - TYPICAL SECTION N TC STA 512+46.75 - STA 512+87.62 N TC STA 517+69.63 - STA 518+04.66 N TC STA 510+74.64 - STA 512+46.75 N TC STA 512+87.62 - STA 517+69.63 01/23/2025 0045 RTA/CN 0205-24 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433245 EX 10.5' THRU LANE EX 11.0' THRU LANE EX 0.5' CURB EX 5.0' SIDEWALK EX 0' -10.5' TURN LANE EX 0' - 11.0' TURN LANE EX 0' - 4.0' GORE 11.0' THRU LANE 11.0' THRU LANE 0'-10.0' PLANTER 16.0' MULTI-PURPOSE PATH 12 813 91 MATCH EX1.5% CL 8.0' PLANTER MATCH EX VARIES 1.5% 8 R/W R/W50.0' R/W 50.0' R/W GRADY STA 150+91.42 TO STA 151+35.54 11.0' THRU LANE EX 11.0' THRU LANE 91 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 EX 0.5' CURB MATCH EX 11.0' THRU LANE 11.0' THRU LANE 91 0.5' CURB MATCH EX 11.0' THRU LANE EX 11.0' THRU LANE 91 0.5' CURB MATCH EX EX 0.5' CURB 33 33 GRADY STA 151+35.54 TO STA 152+01.45 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 GRADY STA 155+53.91 TO STA 155+65.09 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 EX 1.0' CURB 9 GEOGRID (TYP) CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP) GEOGRID (TYP) CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP) GEOGRID (TYP) CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP) GEOGRID (TYP) CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP) EX ROADWAY SURFACE EX PLANTER 11.0' THRU LANE 11.0' THRU LANE 91 MATCH EX GRADY STA 150+80.43 TO STA 150+91.42 GEOGRID (TYP) CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP) 11.0' THRU LANE 91 0.5' CURB 33 GRADY STA 155+43.00 TO STA 155+53.91 9 GEOGRID (TYP) CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP) 11.0' THRU LANE EX 0' - 11.0' TURN LANEEX 0' - 4.0' GORE CL 12 IN CEMENT CONC PAVEMENT OR MATCH EXISTING, WHICHEVER IS GREATER SEE SHEETS BT120-LPP101-LPP106 AND BT120-LPP201-LPP205 FOR LANDSCAPE PLANTING PLAN 6 IN CRUSHED SURFACING BASE COURSE 5 IN HMA CL 1/2 IN PG 58H-22 8 IN CRUSHED SURFACING BASE COURSE CONSTRUCTION NOTES: 1 8 13 12 9 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 LEGEND*: * 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. GENERAL NOTES: S GRADY WAY CEMENT CONC TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 33 No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 1 1 / 2 5 | 12 : 2 3 P M | YS H E N C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - S H E N Y \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C R Y 1 0 1 - 1 0 6 . D W G S1-BT120-CRY101-106 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CRY001 S GRADY WAY TYPICAL SECTION GRADY STA 150+91.42 - STA 155+86.56 1 1 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL TYPICAL SECTIONS GRADY WAY BT120-CRY104 BT120 046 1 L. REDMAN Y. SHEN D. POSTEN L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1 06/13/2025 LBR DP LBR ADDENDUM #1 RTA/CN 0205-24 NTS 06/11/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433246 VARIES 1312 VARIES CAR PARKING LOT CEMENT CONC SIDEWALK PER CITY OF RENTON STD PLAN 102 4 IN CRUSHED SURFACING TOP COURSE SEE SHEETS BT120-LPP101-LPP106 AND BT120-LPP201-LPP205 FOR LANDSCAPE PLANTING PLAN 6 IN CRUSHED SURFACING BASE COURSE 5 IN HMA CL 1/2 IN PG 58H-22 CONSTRUCTION NOTES: 5 12 9 8 3 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 LEGEND*: * EX 12.0' THRU LANE EX 11.0' THRU LANE EX 0' - 12.0' TURN LANE EX 0.5' CURB EX 4.0' PLANTER EX 5.0' SIDEWALK EX 0' - 6.2' TURN LANE EX 1.0' CURB EX 11.0' THRU LANE EX 0.5' CURB 935 MATCH EX CL 16.0' MULTI-PURPOSE PATH 12 813 1.5%1.5% 8.0' PLANTER 10.0' PLANTER 1.5% MATCH EX 8 10' THRU LANE R/W R/W50.0' R/W 50.0' R/W VARIES GRADY STA 155+86.56 TO STA 156+30.22 GRADY STA 156+60.18 TO STA 157+89.26 EX 0' - 14.8' TURN LANE GRADY STA 156+30.22 TO STA 156+60.18 GRADY STA 157+89.26 TO STA 158+33.94 935 MATCH EX MATCH EX 11.0' THRU LANE 0.5' CURB 10' THRU LANE 33 9 EX ROADWAY SURFACE GEOGRID (TYP) CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP) GEOGRID (TYP) CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP) MATCH EXISTING DEPTHS ON ALL SAWCUTS (TYP) VARIES BUS LAYOVER BAY 9 24 VARIES 1. 0 ' EG SEE NOTE 7 GEOGRID (TYP) CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP)345 3 8 IN CRUSHED SURFACING BASE COURSE 4 IN HMA CL 1/2 IN PG 58H-22 12.5 IN CEMENT CONC PAVEMENT CEMENT CONC TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 HARDSCAPE. SEE SHEETS BT120-LHD101-LHD109 FOR HARDSCAPE PLAN AND DETAILS 11 IN HMA CL 1/2 IN PG 58H-22 13 24 33 18 34 35 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. 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. GENERAL NOTES: No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 1 1 / 2 5 | 12 : 2 4 P M | YS H E N C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - S H E N Y \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C R Y 1 0 1 - 1 0 6 . D W G S1-BT120-CRY101-106 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CRY001 BUS LAYOVER BAY TYPICAL SECTION CAR PARKING LOT TYPICAL SECTIONHARDSCAPE TYPICAL SECTION S GRADY WAY TYPICAL SECTION GRADY STA 155+86.56 - STA 158+33.94 1 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL TYPICAL SECTIONS GRADY WAY AND PARKING LOTS BT120-CRY105 BT120 047 1 L. REDMAN Y. SHEN D. POSTEN L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1 06/13/2025 LBR DP LBR ADDENDUM #1 RTA/CN 0205-24 NTS 1 06/11/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433247 0.0' - 17.2' THRU LANE 15.0' - 18.0' THRU LANE 0.5' CURB 8.0' SIDEWALK 8.0' PLANTER 3 85 2 19 1312 VARIES RAINIER AND LAKE DRIVEWAY 2.0%2.0% 1.5%1.5% VARIES 33 CL LAKE STA 401+63.00 TO STA 402+15.00 EX SURFACE 38.0' - 42.8' R/W R/W SEE ARCHITECTURAL SHEET BT120-ASP201 FOR PROPOSED WORK HERE EX 0' - 14.8' TURN LANE GEOGRID (TYP) CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP) 1. 0 ' EX 0.5' CURB 35 33 LAKE STA 402+20.57 TO STA 402+30.19 LAKE STA 402+38.39 TO STA 402+41.30 EX SURFACE 0.5' CURB 0.5' CURB 33 MATCH EX 8.0' SIDEWALK LAKE STA 402+30.19 TO STA 402+38.39 9 GEOGRID (TYP) CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP) GEOGRID (TYP) CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP) EG SEE NOTE 7 15.0' - 28.2 ' THRU LANE VARIES TRANSIT CENTER 14.5' THRU LANE 0.5' CURB EX VARIES SIDEWALK 24 9 2.0%VARIES CL MATCH TRANSIT CENTER 249 2.0% LAKE STA 404+06.93 TO STA 404+31.66 0.5' CURB 11 33192 14.8' - 18.4' THRU LANE GEOGRID (TYP) CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP) GEOGRID (TYP) CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP) 16.7' - 22.6' THRU LANE 0.5' CURB 21.0' - 30.5' THRU LANE 0.5' CURB 8.0' SIDEWALK 13 233 3319 1.5% 2.0%2.0% CL 4H:1V 4H:1V EX SURFACE 38.1' - 78.8' R/W R/W 34 2.0% LAKE STA 404+91.15 TO STA 405+04.12 14 12 5 3.0' HARDSCAPE 3 99 GEOGRID (TYP) CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP) 12.0' THRU LANE 12.0' THRU LANE 0.5' CURB 0.5' CURB VARIES PLANTER VARIES PLANTER 8338331312 2.0%2.0% 1.5%1.5% - 2.5% CL 1312 1.3% VARIES TURNAROUND RAILAKDW STA 718+27.00 TO STA 719+02.19 3 5 VARIES 0.5' CURB 0' - 6.3' PLANTER RAILAKDW STA 716+00.00 TO STA 717+02.65 VARIES 924 VARIES BUS LAYOVER BAY RAILAKDW STA 717+02.65 TO STA 717+28.45 3311 0.5' CURB 924 VARIES BUS LAYOVER BAY 1. 0 ' 1. 0 ' 1. 0 ' 8 VARIES SIDEWALK EG SEE NOTE 7 GEOGRID (TYP) CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP) EG SEE NOTE 7 GEOGRID (TYP) CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP) GEOGRID (TYP) CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP) EG SEE NOTE 7 GEOGRID (TYP) CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP) GEOGRID (TYP) CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP) 10 IN HMA CL 1/2 IN PG 58H-22 CEMENT CONC SIDEWALK PER CITY OF RENTON STD PLAN 102 4 IN CRUSHED SURFACING TOP COURSE SEE SHEETS BT120-LPP101-LPP106 AND BT120-LPP201-LPP205 FOR LANDSCAPE PLANTING PLAN 6 IN CRUSHED SURFACING BASE COURSE CONSTRUCTION NOTES: 2 3 5 8 9 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 LEGEND*: * DOWELED CURB PER KCM STD PLAN D109 5 IN HMA CL 1/2 IN PG 58H-22 8 IN CRUSHED SURFACING BASE COURSE PLANING BITUMINOUS PAVEMENT AND HMA CL 1/2 IN PG 58H-22 OVERLAY 10 IN CRUSHED SURFACING BASE COURSE 12.5 IN CEMENT CONC PAVEMENT 13 12 14 19 24 11 LAKE AVE S CEMENT CONC TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 HARDSCAPE. SEE SHEETS BT120-LHD101-LHD109 FOR HARDSCAPE PLAN AND DETAILS 33 34 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. 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. GENERAL NOTES: No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 1 1 / 2 5 | 1: 3 4 P M | YS H E N C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - S H E N Y \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C R Y 1 0 1 - 1 0 6 . D W G S1-BT120-CRY101-106 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CRY001 LAKE AVE S TYPICAL SECTION LAKE STA 400+27.05 - STA 402+78.45 LAKE AVE S TYPICAL SECTION LAKE STA 402+78.45 - STA 404+31.66 LAKE AVE S TYPICAL SECTION LAKE STA 404+31.66 - STA 405+04.12 RAINIER AND LAKE DRIVEWAYS RAILAKDW STA 716+00.00 - STA 722+12.25 TYPICAL SECTION 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL TYPICAL SECTIONS LAKE AVE S AND RAINIER AND LAKE DRIVEWAY BT120-CRY106 BT120 048 1 L. REDMAN Y. SHEN D. POSTEN L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1 06/13/2025 LBR DP LBR ADDENDUM #1 RTA/CN 0205-24 NTS 1 1 1 06/11/20250 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433248 X X X X CONC CONC CONC SIGN DEBRIS SIGN SIG N SIGN /// / / /// / / / / /// / / / / / / //// / / / CONC UT UT UT UT H H H H H VLT VLT VLT VLT VLT VLTS VLT / / / / BUS SHELTER TRASHBIN TRASHBIN SW SW SW SW DRW DRW / /BUS SHELTER TRASHBIN SW SW SW DRW DRW SW SW DRW SW SW SW SW DRWSD SD SD SS S S SD 36 " C M P 36" DI 30" CONC 30" CON C 27" CONC 27" CONC 27" CONC 24" CMP 12" C O N C 4" C O N C 6" DI 12" C P P 12 " C P P 12 " C O N C 6" CONC 6" CONC 6" CONC 6" P V C 12" DI 12" CO N C 12" CON C 6" C O N C 15 " C M P 1 5 " C M P 6" CONC 8" VC 8" C O N C 18 " C O N C TT T E TMH GV 2WV FOFO GV GV GV WV4WV WV WV GV 2 MISCMH GV GV FO FO FO TMH ICV ICV 2WV TMH GV WVWVWV IC V ICVIC V ICVIC V WV WV ICV ICV WM WV 2WM WV WM IC V GV GATE CW SW SW FH 4' W O O D F N C C W SW AR T W O R K DR W DRW SW CONC SEAMS ( T Y P ) OE OE OE OE OE OE OE OE OE OE SW SW SW DR W DR W E CO E E E E E E E E W E EE E E EE WV WV 3W V WV WV 3WV WV WV WV WV3WV WV WV WV 3IRRG 2IRRG 2IR R G GV GV GV WM WM E 2WV WM FO E G G GE E E E ET FO E E E E W W FO E EE T T T T T E E E E E E WW W G G G G CO W FO GV GV GM WM WM WM WM WV WV 3W V WV WM W V L T 2VLTS HH T E W T T T E T T E E E E TMH GM E E E E E E E E E EE E E E E E E E E E E E E E G G G G FO FO FO FO FO FOFO FO F O FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO W W W W W W W SDSD SD SD SD SD SD F O FO FO FO FO FO FO FO F O FO FO FO FO FO S D SD SD SD SD SD SD SD SD SD SD SD SD SD SDSDSD SD SD SD W S S SSSS SSSSSSSSSSSS SS E E E E E FOFOFOFOFOFO 6" CO N C 12" R C P ////// // / / /////// / / //// / / / / ///////// / / / / //// / / / / / / / / / / / / /// / / / / //// / // / / /// / /// / / X X X X X X X 6' CLEF X X 6' TEMP CLEF X X X XX 6' TEMP CLEF X6' TEMP CLEF X 6' TEM P CLEF X X X X 8' CLEF / / // X X X X X X X X X 5.5' CLEF SW 2' FNC GATE /// //6' C L E F 5.5' CLEF 6' CLE F BLDGEQUIP GAZEBO CONC SW SW SW SW SW SW SW SW //// / / / / / / / / / / ///// / / / / / / / // / / // 4 BLRD 3 BLRD 3 BLRD 2 BLRD X X 6' T E M P C L E F 6' CLEF 2 BLRD // // / / / / // / / / / / //// / / / //////// // / / / ///// ///// / / / / / / / / / / ///// / / / / / / / /// / /// OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE O E OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE O E OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE O E OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE O E OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE O E OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE / ///////// / / / / / / / //// // //// / / / / / / /////// / / / / / / / / / / / / / / ////// / / /// /////// / ////// / / / 3 BLRD 6' T E M P C L E F 6' CLEF OE OE OE OE OE OE OE OE OE OE OE PIV GATE STORAGESHED MISCVALV SHELTERCANOPY BLDG BLDG BLDG BLDG CBRIM=25.13NEEDS TRAFFIC CONTROL SD 12" RCP 8" CONC 8" CONC 4" CONC 30 " C P P 24 " C P P 18" D I 18" DI 12" CPP 12" C P P 12" C P P SS E SS SS SS SS SS SS SS G FO FO E E E E E E METAL POLE METAL POLE METAL POLE OE OE OE OE OE OE OE OE OE OE OE OE OE / / / / / / ///// / / / / / / // / // SL SL G G G E E E E E E E E E E E FO FO FO FO FO FO FO FO FO FOFO FO FO FO FO FO FO FOFOFOFOFOFOFOFO FO FOFO FO FO FO FO FO FOFO FO F O FO FOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO SSSS SS SS SS SS SS SS SS SS W W W W W W W W W WW W W W W W WWWWW W W W W WW W W W W W W W WWW W W W W SDSD SDSDSDSDSDSDSD SD SD SD SS SS SS FO FO FO FO F O FO FO SS S D S D SD SD S D SD SS SS SD S S SS SD SS SS SSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S SS SS SS SS S S SS SS SS SS SS SS S S SD SD SD SD SD SD SD SD SDSDSDSDSDSDSDSDSDSD SD SD SD SD SD SD SD SD SD W W W WW SS SS SS SS SS SS SS S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSS SSSSSSSSSSSSSSSSSSSS SS FO SS SS E E E E E E COM C A S T CO M C A S T COM C A S T CO M C A S T COM C A S T CO M C A S T CO M C A S T CO M C A S T CO M C A S T C O M C A S T CO M C A S T COMCAST COMCAST COMCAST C O M C A S T CO M C A S T C O M C A S T COMCAST CO M C A S T COMCAST COMC A S T F O CO M C A S T CENTURYLINK CENTU R Y L I N K F O CENTU R Y L I N K F O CENTUR Y L I N K F O CENTUR Y L I N K F O CENTURYLIN K F O CENTURYLIN K F O CE N T U R Y L I N K F O PS E 2-P S E 2- P S E 3- P S E PSE 2-PS E 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE PSE PSE PSE PSE PSE PS E PS E PS E P S E PSE PSE PS E RENTONRENTON RENTON REN T O N RE N T O N RE N T O N RE N T O N RE N T O N RENTON RENTON RENTO N RE N T O N RENTON RE N T O N RE N T O N RE N T O N WS D O T F O WS D O T F O 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-Z A Y O F O 2-ZAYO FO PSE GAS PS E G A S PS E G A S PS E G A S PSE GA S PSE G A S PSE G A S PSE G A S PSE G A S PSE GAS P S E G A S E E G E E E E E E FOVLT T T T HH GV IRRG BOREHOLEGA-10EL=26.31 BOREHOLESB-1EL=27.17 BOREHOLEGA-14EL=26.36 BOREHOLEP-14EL=25.43 BOREHOLEP-12EL=25.14 BOREHOLEGA-1EL=25.09 BOREHOLEGA-2EL=25.98 BOREHOLERW10EL=25.30 BOREHOLEGA-3EL=25.97 BOREHOLEGA-4EL=26.06 BOREHOLESH-5EL=26.22 BOREHOLEGA-8EL=26.69 BOREHOLEGA-5EL=27.71 BOREHOLEGA-7EL=27.67 BOREHOLEGA-6EL=27.90 BOREHOLEGA12EL=26.45 BOREHOLEGA-13EL=26.06 BOREHOLEP-15EL=25.66 5'4" D P 6'8" D P 5' DP 4' D P 4' DP 3' DP 3'9" DP 3'4" DP 2'11" DP 6'9" DP 1'DP 1'1 1 " D P 2'3 " DP 2' D P 2' DP 3'11" DP 3'6" DP 5'9" DP 7'2" DP 6'11" DP 7' DP 6'6" DP 4'4" DP 4'3" DP 3'7" DP 2' DP 4'10" DP 5'9" DP 4'7" DP 1'11" DP 1'11" DP 2'6" DP 5' DP 1'4" DP 2'6" DP 2'2" DP 3'1" DP2'6" DP 1'7" DP 1'9" DP 1'8" DP 1'6" DP 1'6" DP 1'7" DP 1'6" DP 1'9" DP 7'11" DP 11' DP4'9" DP 4'9" DP13'6" DP 6'3" DP 5'8" DP 4'1 " D P 3'6 " D P 4'8 " D P 12'6" DP 13'6" DP 11'6"DP10' DP 8' 5 " D P 8' 1 1 " D P 8' 1 0 " D P 9' D P 3'3" DP 3'1" DP 3'2" DP 2'10" DP 1'6" DP 1'3" DP 1'9" DP 1'7" DP 2'5" DP 1'7" DP1'7" DP 1'4" DP 1'5" DP 1'10" DP 3'1" DP 1' DP 1'10" D P 1'1 1 " D P 2' D P 3'1" D P 3'1" D P 2'2" D P 2'8" DP 2'7" DP 2'8 " D P 3'6"DP 3'6" DP 3'9" DP 3'10" DP 4'3" DP 2'3 " D P 1'7" D P 1'7 " D P 2'9 " D P 2'1 " D P 1'9 " D P 1'6" D P 2'1 " D P 2'3 " D P 2'1 " D P 2'3 " D P 1'1 1 " D P 1'1 1 " D P 1'1 1 " D P 2'5 " D P 1'8 " D P 2'1 " D P 1'1 1 " D P 2'5 " D P 2' D P 2'4 " DP 2' 1 0 " D P 2'5 " D P 2' D P 2'4" DP 2'5" D P 5'4" DP5' DP5'5" DP4'8" DP 4'DP 3'7"DP2' D P 4'11" DP 5'2 " D P 4'6" DP 3'5" DP 1'9" D P 2' DP 1'9" DP 5'7 " D P 2'7" DP 2'4"DP 2'4" DP 2' DP 1'10 " D P 2'1" D P 5'8 " D P 3' D P 3'9 " D P 3'6 "DP 4'11 " D P 6'7" D P 3'9" D P 2'2 " D P 2'4 " D P 5'8" D P 8'6" D P 9'1 1 " D P 10' D P 2'DP 5'1 0 " D P 10' D P 3'8" D P 3'11"DP 5'1" DP 5'3" D P 5'2" D P 6'4" D P 6'3" D P 6'7" D P 2' DP 3'2"DP2'6" DP 1'4" D P 2'1" D P 7' DP 7' DP 2' 8 " D P 4'11 " D P 6'3" D P 8' D P 2'2" D P 1'3"DP 2'5 " D P 1'1 0 " D P 2'3" D P 4'1 1 " D P 3'1 1 " D P 2'8 " D P 3'6"DP 3'1 0 " D P 2'7" DP 2'4" DP 3'4" DP 3'10" DP 3'5" D P 3'2 " D P 3'1 1 " D P 3'9 " D P 2'4 " D P 3'3" D P 5'5 " DP 4'1 0 " D P 4'4 " D P 5'3 " D P 1'1 0 " D P 1'2 " D P 1'6" DP 1'8 " D P 2'3" D P 5'6 " D P 4'8" DP 5'8" DP 3'11" DP 6'1" DP 6'4" DP 6'1" DP 5'4" DP 4' D P5'4" DP 4'11"DP 4' D P 3'6" D P 5' DP 5'11" D P 6'9" DP 5'4" DP7'11" DP 6'7" DP 4'5" DP 2'8 " D P 6'9" DP 6' DP 7'6" DP 5'6" D P 1' 9 " D P 2'5" D P 2'DP 12 " W 12 " W 12 " W 12 " W 12" W 12" W 12"W 12"W 12"W 12"W ABAN - W ABAN - W ABA N - W ABAN - W ABA N - W ABA N - W ABAN - W ABAN- W AB A N - W AB A N - W 12"W 12 " W 12 " W 12 " W 12 " W 12 " W 400 404 418 CONC SEAMS ( T Y P ) WV WV SD SD SD SD CO 2 BLRD FH 2'4' 3'11" DP4'11" DP 3'5" DP 5'5" DP 2'6" DP 1'3" DP 1'11" DP3'9" DP 3'10" DP 2'2" DP 2'2" DP 1'5" DP BROADBANDVAULT 2'11" DP 3' DP 2'3" DP 1'11" DP 1' 11" DP 2'3" DP3'11" DP 4'11" DP 5'2" DP 4'4" DP 1'7" DP 4'5" DP5'6" DP 1' 8" DP 2'5" DP 1'11" DP 3'8" DP 4'9" DP 1'4" DP 3' DP5'8" DP 5'10" DP 6'2" DP5'5" DP 6' DP4' DP 1'5" DP 1'7" DP 2'8" DP 2'4" DP 2'6" DP 5'5"DP 6'7" DP 4'2" DP 2'4" DP 12' DP SS SS SS 6'11" 3'6" 4'8 " 8'1 1 " 1'7" 2' 3'9 " 4'10 " 6'9" 4'5" ED(TYP.) ED(TYP.) ED (TY P . ) ED (TY P . ) SS SS SS 2'5"2'7"3'8" 2'2 " 2'9" 4'2' 3' 3' 3' 3' SS 3'10" 4'1" 4'9" 7" 4'1" 3'11" 5'9 " 5" 2'1 " 1'1 1 " 9"2'4" 3'1"2'11"3'3" 3'11" 3' 5'2 " 4'1 " 4'7 " 2'11"2'9"1'4" 1'7" 2'9" 2'1" 2'7"2'11" 3'4 " 3'9" 2'10 " 4'9" 4'11"2'8"2'1" 2'8" 2'7" 2'5" 7" 1'1" 1'4" 2' 2'1" 2'9" 6'3 " 5'4 " 5'3 " 4'9 " 5'7"3'10" 4'11 " 5'1 1 " 6'8" 6'11" 3'10" 1'6" 4'1" 4'2" 4'7" 5'9" 5'8"4'8" 5'11 " 3'11 " 4'1" 3'9 " 4'5 " 2'11" 3'1 " 5'2 " 4'1 1 " 4'7 " 4'1"4'6" 4'8" 4'6" 5'3" 4'6" 4'9" 4'1 1 " 3'7 " 4' 1' 2 WM ///// // / / / / BIKESTORAGE WV 6" TREE30' DLN SD SS SS S S 2'10" 3'10" 3'0" 4'0 " 4'3" 4'6" 4'11 " 5'0" 5'5" 6'0" 6'3" 6'6 " 7'0" 7'2" 7'9" 8'0" 8'2" 8'6" 10'0" 10'7" SS SS CO SD SD 2 WV HH ^ ^ ^ ^ ^ ^ ^ ^^^^^^^^^^^ F / / / / / / / / / // / / / / / / / //////////// SF SF SF SF SF SF 1.5 0 CO No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 4 / 2 5 | 11 : 4 1 A M | SA K S H I G C: \ P W W O R K I N G \ J A C O B S _ B & I \ S A K S H I G @ O S B O R N C O N S U L T I N G . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C T P 1 0 0 . D W G S1-BT120-CTP100 FACILITY ID: Xrefs: xS1-BT120-VRX001 xS1-BTP120-VSF100 xS1-BT120-CPP001 xBRT-CUD05-TB22x34 xS1-BTP120-GZK020 xS1-BT120-CAP001 xS1-BT120-CMP001 xS1-BT120-CTP001 xS1-BT120-CTN101 GB-SEAL-SS56324 xS1-BT120-CDP001 OSBORN CONSULTING INCORPORATED N SCALE IN FEET 0 (CUSTOM) 60 30 60 120 HA R D I E A V E AREA MAP 1" = 80' S GRADY W A Y LA K E A V E S SR - 1 6 7 RAI N I E R A V E S NORTH DRIVEWAY SOUTH DRIVEWAY102 103 201 202 203 204 205 101 104 105 106 107 CROSS REFERENCING OF DRAWINGS BASE SHEET TITLE 1"=20' DRAWING SETS S1-BT120-CTP101 S1-BT120-CTP102 S1-BT120-CTP103 S1-BT120-CTP104 S1-BT120-CTP105 S1-BT120-CTP106 NOT USED 101 102 103 104 105 106 107 CROSS REFERENCING OF DRAWINGS BASE SHEET TITLE 1"=20' DRAWING SETS S1-BT120-CTP201 S1-BT120-CTP202 S1-BT120-CTP203 S1-BT120-CTP204 NOT USED 201 202 203 204 205 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL TESC PLAN AREA PLAN AND GENERAL NOTES BT120-CTP100 BT120 049 1 S. SRIDHARAN H. ONG R. PARISH S. SRIDHARAN 0 12/10/2024 SS RP SS ISSUED FOR BID 1 06/13/2025 SS RP SS ADDENDUM #1 RTA/CN 0205-24 1"=80' 1 6-9-2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433249 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. INLET PROTECTION SILT FENCE COMPOST SOCK CONSTRUCTION FENCE LEGEND: SFSF STABILIZED CONSTRUCTION ENTRANCE CONCRETE WASHOUT AREA KEY NOTES: 1 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. CONSTRUCTION PHASES: NOTE THAT THE CONSTRUCTION PHASING BELOW IS A RECOMMENDATION AND THE CONTRACTOR MAY REVISE THE PHASING AS SUITABLE FOR THE PROJECT CONSTRUCTION SEQUENCE. PHASE 1 COMPLETE ALL DEMOLITION AND CONSTRUCTION ALONG RAINIER AVE S INCLUDE THE FOLLOWING: ·RAINIER AVE S/HARDIE AVE SW INTERSECTION IMPROVEMENTS. ·SOUTHBOUND LEFT-TURN LANE AT RAINIER AVE S/HARDIE AVE SW INTERSECTION. PHASE 2 COMPLETE ALL DEMOLITION AND CONSTRUCTION ALONG NORTH SIDE OF S GRADY WAY INCLUDE THE FOLLOWING: ·ROADWAY ( TWO WESTBOUND LANES) AND DRAINAGE IMPROVEMENTS. ·SIDEWALK AND LANDSCAPE AREA. PHASE 3 COMPLETE ALL DEMOLITION AND CONSTRUCTION WITHIN THE LAKE AVE S INCLUDE THE FOLLOWING: ·TRANSIT CENTER EAST ENTRANCE/EXIT CONNECTION TO LAKE AVE S. ·ROADWAY AND DRAINAGE IMPROVEMENTS. ·SIDEWALK AND LANDSCAPE AREA. CONCURRENT TO CONSTRUCTION PHASES COMPLETE ALL DEMOLITION AND CONSTRUCTION WITHIN THE PROJECT SITE INCLUDE THE FOLLOWING: ·SRTC ZONE A - TRANSIT CENTER. ·SRTC ZONE B - BUS LAYOVER AREA. ·SRTC ZONE C - INTERNAL ACCESSES, SIDEWALK, BIORETENTION SWALE AND LANDSCAPE AREA. ·SURFACE PARKING AREA. H S S M H 3 6 " Ø C O N C R I M = 2 7 . 9 7 IE 8 " V C N E = 1 4 . 5 IE 8 " C O N C S = 1 3 . 9 C B 2. 3 ' X 2 . 0 ' C O N C R I M = 2 5 . 6 6 IE 1 2 " D I W = 2 2 . 2 W A T = 2 2 . 2 B O T = 2 0 . 8 IN L E T R I M = 2 5 . 3 7 C B 2 . 1 ' X 1 . 9 ' C O N C R I M = 2 6 . 6 1 IE 1 2 " D I S E = 2 2 . 7 IE 1 2 " D I W = 2 2 . 7 W A T = 2 2 . 6 B O T = 1 9 . 8 I N L E T R I M = 2 6 . 8 8 S D M H 4 8 " Ø C O N C R I M = 2 9 . 4 3 IE 1 2 " D I N = 2 0 . 6 IE 3 6 " D I E = 2 0 . 0 IE 3 6 " C M P S = 2 0 . 2 IE 1 2 " C O N C W = 2 0 . 0 W A T = 2 0 . 4 B O T = 1 9 . 7 I N L E T R I M = 2 8 . 7 5 S D M H 4 8 " Ø B R I C K R I M = 2 8 . 8 9 IE 3 0 " C O N C E = 1 9 . 9 IE 2 4 " C O N C W = 1 9 . 8 W A T = 2 0 . 4 B O T = 1 9 . 5 IN L E T R I M = 2 8 . 6 4 IN L E T R I M = 2 8 . 7 2 IN L E T R I M = 2 8 . 3 8 IN L E T R I M = 2 8 . 2 2 IN L E T R I M = 2 8 . 2 2 I N L E T R I M = 2 7 . 7 0 U N A B L E T O S E E P I P E S W A T = 2 0 . 3 B O T = 1 8 . 8 C B R I M = 2 6 . 6 7 IN L E T R I M = 2 5 . 9 3 I N L E T R I M = 2 5 . 8 5 S S M H R I M = 2 8 . 4 0 IE 8 " C O N C N = 1 3 . 2 IE 1 8 " C O N C S E = 1 0 . 4 IE 1 8 " C O N C N W = 1 0 . 2 SD SD SSSSSSSSSSSS SS SS SS SS SS SD 36" CMP 3 6 " D I 8" CONC 18" CO N C Y I E L D F H CONC BENCH Y I E L D 8 " T R E E 9 ' D L N 4' WOOD FNC U S E C R O S S W A L K CWG R A S S 3 7 " T R E E 4 0 ' D L N CONC BENCH CO N C B E N C H Y I E L D ARTWORK LA N D S C A P I N G CONC DRW 5 " T R E E 8 ' D L N 5 " T R E E 1 1 ' D L N SW OE O E OE O E OE O E OE O E OE O E O E O E O E O E O E O E O E O E O E OE O E OE O E OE O E O E LANDSCAPING DRW E E E W E E IN L E T R I M = 2 8 . 6 6 W V W V 3 W V W V W V W V H H H H H H H H H H H H H H H H 3 H H H H H H H H H H H H HHHHH H H H ELEC VLT 4 E L E C V L T E L E C V L T E L E C V L T 3I R R G 2 I R R G W M EEEE E WWWWWW W W E W W FO E E E E E E E E E WWW W G G G E E E E E E E E E E E EE E E E E EEEEEEEEEE E E E E EE E E E E E EEE E E E E E E E E E E G G G G G G G G G G G FO F O F O FO F O F O F O F O FO F O F O F O FO F O F O FO F O FO F O F O FO F O FO W W W W FO FO FO FO FO FO FO FO FO FO FO FO FO F O F O FO FO FO FO FO SDSD SD S D S D SD SD SD SD SD SD SD SD SD SD SDSD S D SS SS SS SS SS SS SS SS S S S S S S EE E E E E E E E E E E E E E E E E E E E EEEEEEE E E E E E E E E E E E E FO FO FO FO FO FO FO FO FO FO F O FO FO FO FO FO FO X X X X X X X X X X 6 ' T E M P C L E F X C B R I M = 2 5 . 5 3 M I S C V A L V S S M H R I M = 2 8 . 6 6 N E E D S T R A F F I C C O N T R O L S S M H R I M = 2 8 . 7 5 N E E D S T R A F F I C C O N T R O L IN L E T R I M E L = 2 7 . 0 1 N E E D S T R A F F I C C O N T R O L IN L E T 6 0 " C O N C R I M E L = 2 5 . 3 4 IE 2 4 " C P P N = 2 0 . 1 IE 1 2 " C P P E = 2 0 . 7 I E 6 " P V C S = 2 2 . 2 IE 2 4 " C P P S = 2 3 . 0 W A T = 2 0 . 4 B O T = 1 8 . 0 IN L E T R I M E L = 2 6 . 7 8 U N A B L E T O O P E N C B 6 0 " C O N C R I M E L = 2 8 . 3 5 IE 2 4 " C P P N = 1 9 . 4 IE 3 0 " C P P N E = 1 9 . 8 IE 1 2 " C P P S = 2 1 . 7 IE 3 6 " C P P S W = 1 9 . 6 B O T = 1 7 . 8 S D M H 4 8 " C O N C R I M E L = 2 8 . 7 1 IE 1 2 " D I N = 2 2 . 6 IE 1 2 " D I S = 2 2 . 8 W A T = 2 2 . 6 B O T = 2 0 . 6 C B 1 . 9 ' X 2 . 2 ' C O N C R I M E L = 2 8 . 0 2 T O P O F 1 2 " D I S E = 2 4 . 3 IE 1 2 " D I N = 2 3 . 2 W A T = 2 3 . 3 B O T = 2 2 . 1 C B 1 . 9 ' x 2 . 2 ' C O N C R I M E L = 2 6 . 8 2 IE 1 2 " D I N E = 2 3 . 7 W A T = 2 3 . 8 B O T = 2 2 . 2 C B R I M E L = 2 7 . 3 6 N E E D S T R A F F I C C O N T R O L 30" CPP 24" CPP SSSSSSSSSSSSSSSSSSSS FO FO FO FO FO FO F O FO F O FO FO FO E E E FO FO FO FO FO FO COMCAST COMCAST COMCAST COMC A S T COMCAST C O M C A S T 2-PSE3-PSE P S E 2 - P S E REN T O N RENTON RENTON R E N T O N R E N T O N R E N T O N RENTON R E N T O N RENTON RENTON RENTON WSDOT FOWSDOT F O 2 - Z A Y O F O P S E G A S PSE GAS PS E G A S E E U T I L V L T H H E E E T H 1 3 G N D E L = 2 9 . 0 5 2 " P O W E R C N D T O P O F C N D E L = 2 6 . 8 4 T H 1 4 G N D E L = 2 5 . 9 6 2 " P O W E R C N D T O P O F C N D E L = 2 3 . 9 6 T H 0 1 G N D E L = 2 9 . 0 5 4 " F I B E R O P T I C T O P O F C N D E L = 2 7 . 0 1 B O R E H O L E G A - 1 3 E L = 2 6 . 0 6 B O R E H O L E P - 1 5 E L = 2 5 . 6 6 2'5" DP 1'8" DP 2'1" DP 1'11" DP 2'5" DP2' DP2'4" DP2'10" DP2'5" DP2' DP 2' 4 " DP 2'5 " D P 5 ' 4 " D P 5 ' D P 5 ' 5 " D P 4 ' 8 " D P 4'D P 3' 7 " D P 2' DP 4' 1 1 " D P 5'2" DP E E 2'8" DP 2'5" DP 2'7" DP 2'6" DP 2'4" DP2'6" DP'3'4" DP2'9" DP5' DP2'8" D P 3' DP 2' DP 2'10" D P 2'3" DP 2 ' 6 " D P 2'DP 12"W 12"W 12"W2' D P 2 ' D P 3 ' D P 2 ' 3 " D P 1 ' 1 1 " D P 3 ' D P 1 ' 1 1 " D P 5 ' 2 " D P 4 ' 4 " D P 1 ' 7 " D P 1 ' 8 " D P 4 ' 5 " D P 5 ' 6 " D P 3 ' 1 " D P 3 ' 3 " D P 1 ' 8 " D P 3 ' 2 " D P 2 ' 5 " D P 1 ' 9 " D P 1 ' D P 1 ' 1 1 " D P 2'10"1'9" 1' 1'5"1'7"1'7"1'10"1'8" 1' 7 " 2' 1 1 " 4' 9 " 4' 1 1 " H H RE C N O . 2 0 1 1 0 8 1 2 0 0 1 7 1 8 4' S L O P E & U T I L I T Y EA S E M E N T ///////////// ////// / / / / / / / / / / / / / / / / / / / / / / / G R A D Y 1 4 9 + 0 0 GRADY 150+00 G R A D Y 1 5 1 + 0 0 RAINIER 200+00 RAINIER 201+00 RAINIER 202+00 RAINIER 203+00 RAINIER 2 0 4 + 0 0RAINIER STA 200+00.07 = GRADY STA 150+00.02 RAINIER AVE S S W G R A D Y W A Y S G R A D Y W A Y SF SF SF SF SFSF CONC CONC CONC SIGN DEBRIS SIGN SIGN SIGN / / / / CONC UT UT UT UT H H H H H VLT VLT VLT VLT VLT VLT HH VLTS VLT TRASHBIN TRASHBIN BUS SIGNPOWERCABINET SW SW SW SW DRW DRW TRASHBIN SW SW SW DRW DRW SW SW DRW SW SW SW SW DRW CONC W A L L 36" CM P 36" DI 30" CONC 30" CONC 27" CONC 27" CONC 27" CONC 24" CMP 12" CON C 4" CON C 6" DI 12" CPP 12" CP P 12" CO N C 6" CONC 6" CONC 6" CONC 6" PV C 12" DI 12" CONC 12" CONC 6" CON C 15" CM P 15" C M P 6" CONC 8" VC 8" CO N C 18" C O N C HH TT TETS SLHH TMH GV 2WV FOFO2FOMH GVGV GV ITSVLT2TS LTVLT WV4WV LTVLT TC SLHHLTHH CENTURY L I N K VLTWV ELECVLT WV GV TS LTHH TS LTVLTELECVLT2 MISCMH TS-LTVLT GV GVSLHHHHLTHHTCHH FOFOMH FOFOMH FOFOMHTS LTHH LTHHTMH ICVICV 2WV TMH GV WVWVWV BROADBANDVLTLTHH ICVICVICVICVICVHHWV WV ELECVLT HH ICVICV 2HH WM ELECVLT LT HHWV ELEC VLT2WM WV LT HH ELECVLT LTHHWMICV GV GATE CW SW SW FH CONCBENCH 4' WO O D F N C CW SW CO N C B E N C H CONC BENCH AR T W O R K CONC DRW DRW SW CONC SEAMS (TYP) SW SW SW DRW DRW E CO E E E E E E E E W E EE EEEE WV WV 3WV WV WV 3WV WV WV WV WV3WVWV WV WV HH HH HH HH HH HH HH HH HH HH HH HHHH HH HHHH HHHH HH HH HH 3HH HH HH HH HH HH HH HH HHHH HHHHHH HHHH HH 2 HH HH ELEC V L T ELECVLT ELEC V L T 4ELEC VLT ELECVLT ELECVLT 2ELEC VLT ELECVLT 3IRRG 2IRRG 2IRRG GV GV GV WM WM ELECVLT E HH 2WV HH ELECVLT HH HH WM CO GV GV GM WM WM WM WM WV WV 3WV WV WM W VLT 2VLTS HH T TSHHHH HH HH HH HH TMH VLT TS VLTHH VLT 2" DROP 2" DROP HH GM 6" CONC HH HH 12" RCP /// / // / / // / / / 6' CLEF 6' TEMP CLEF 6' TEMP CLEF 6' TEMP CLEF 6' TEMPCLEF 8' CLEF 5.5' CLEF PP PP PP SW 2' FNC GATE // 6' CLEF 5.5' CLEF 6' CLEF BLDGEQUIPCONCELECEQUIP SW SW SW SW SW SW SW SW / / // / / CONC BASEREMOVED LT 4 BLRD 3 BLRD 3 BLRD 2 BLRDPM 6' TEMP C L E F 6' CLEF 2 BLRD / / / /// / / / // / //// / // / // / / / / // / 3 BLRD 6' TE M P C L E F BLDEQUIP SIGN POST ONCONC BASE 6' CLEF PIV GATE STORAGESHED MISCVALV INLETRIM EL=24.52NEEDS TRAFFIC CONTROL CBRIM=25.13NEEDS TRAFFIC CONTROL 12" RCP 8" CONC 8" CONC4" CONC 30" CPP 24" CP P 18" DI 18" DI 12" CPP 12" CPP 12" CPP SS METAL POLE METAL POLE METAL POLE /// / SL SL FOFO W SD S S SS COMCAST COMCAS T COMCAST COMCAS T COMCAST COMCA S T COMCA S T COMC A S T COMC A S T COMC A S T COMC A S T COMCAST COMCAST COMCAST COM C A S T COMC A S T COMC A S T COMCAST COM C A S T COMCAST COMCA S T COMCA S T COMCAST COMCAST FO COMCAS T CENTURYLINK CENTURYLI N K F O CENTURYLINK FO CENTURYLINK FOCENTURYLINK F O CENTURYLINK FO CENTURYLINK FO CENTUR Y L I N K F O RENTONRENTON RENTON RENTON RENT O N RENTO N RENTO N RENTO N RENTON RENTON RENTON RENTONRENTON RENTO N RENTO N RENT O NRENT O N WSDOT F O WSDO T F O 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO F O 2-ZAYO FO PSE GAS PSE G A S PSE GA S PSE GA S PSE GAS PSE GAS PSE GA S PSE GAS PSE GAS PSE GAS PSE G A S PSE GA S PSE GAS PSE GAS UTIL VLT HH HH HH UNKNOWN UTILITY HH HH HH ELECVAULT HH 2WM HH GV IRRG 5'4" DP 6'8" DP5' DP 4' DP4' DP 3' DP 3'9" DP3'4" DP 2'11" DP 6'9" DP 1'DP1'11" D P 2'3"DP 2' DP2' DP3'11" DP 3'6" DP 5'9" DP 7'2" DP 6'11" DP 7' DP 6'6" DP 4'4" DP 4'3" DP 3'7" DP 2' DP 4'10" DP 5'9" DP 4'7" DP1'11" DP1'11" DP2'6" DP 5' DP1'4" DP 2'6" DP2'2" DP 3'1" DP2'6" DP 1'7" DP 1'9" DP 1'8" DP 1'6" DP 1'6" DP 1'7" DP 1'6" DP 1'9" DP 7'11" DP11' DP4'9" DP4'9" DP13'6" DP6'3" DP 5'8" DP 4'1" DP 3'6" DP 4'8" D P 12'6" DP13'6" DP11'6"DP10' DP 8'5" D P 8'11 " D P 8'10" D P 9' DP 3'3" DP3'1" DP3'2" DP2'10" DP1'6" DP1'3" DP1'9" DP1'7" DP2'5" DP1'7" DP1'7" DP1'4" DP1'5" DP1'10" DP3'1" DP 1' DP 1'10" DP 1'11" DP 2' DP 3'1" DP 3'1" DP 2'2" DP 2'8" DP2'7" DP 2'8" DP 3'6"DP 3'6" DP 3'9" DP 3'10" DP4'3" DP 2'3" DP 1'7" DP 2'9" DP 2'1" DP 1'9" DP 1'6" DP 2'1" DP 2'3" DP 2'1" D P 2'3" DP 1'11" D P 1'11" D P 1'11" D P 2'5" DP 1'8" DP 2'1" DP 1'11" D P 2'5" DP 2' DP 2'4"DP 2'10" D P 2'5" D P 2' DP 2'4"DP 2'5" DP5'4" DP5' DP5'5" DP4'8" DP4'DP3'7"DP2' DP 4'11" DP5'2" DP 4'6"DP3'5"DP 1'9" DP 2' DP 4' DP 1'9" DP5'7" D P 2'7"DP2'4"DP 2'4" DP 2' DP 1'10" DP 2'1" DP 5'8" D P 3' DP 3'9" D P3'6"DP 3'11"DP 6'4" DP6'3" DP6'7" DP 2' DP 3'2"DP2'6" DP 7' DP 7' DP 2'8" DP 4'11" DP 6'3" DP 8' DP 2'2" DP1'3"DP 4'11" DP 3'11" D P 2'8" DP 3'10" DP 2'7" DP 2'4" DP3'4" DP3'10" DP3'5" D P 3'2" DP 3'11" DP3'9" D P 3'3" DP 5'5"DP 4'10" DP 4'4" DP 5'3" DP 4' DP1'9" D P2'8" DP 2' DP1'11" D P 4'4" DP 6' DP 5' DP2'8" D P 3'8" D P 3'10" D P 2'8" DP 2' DP 3'7" D P2'2" DP 2'4" D P3'8" D P 3' DP 3' DP 3'11" D P 3'9" DP 3'7" DP 1'8" D P 4' DP 5'11" D P 3' DP 1'10" D P 1'2" DP 1'6" DP 5'6" DP 2'4" D P 5'4" DP 2'4" DP1'6" DP1'4"DP 1'8" DP 1'5" DP 1'1" DP 1'4" DP1'3" DP1'6" DP1'8" DP 1'5" DP 1'5" DP1'4" DP 1'5" DP 1'8" DP 1'7" DP 2'3" DP 1'7" DP 4' DP 2'6" DP3' DP 1'5" DP 1'6" DP 1'7" DP 2'2" DP 2'5" DP 4' DP 2'5" DP2'2" DP1'11" D P 2' DP 2'1" D P 2'2" D P 1'11" D P 1'6" DP 2'4" DP 2'4" DP 2'4" D P 1'8" DP 1'10" DP 2' DP 2'8" DP 2'4" DP3' DP 3'8" DP1'9" DP 4' DP 7'11" DP6'7" DP 4'5" DP 2'8" DP 2'2" DP 2' DP 2' DP 2'6" DP 2'2" DP 1'9" DP 1' DP 3' DP 3' DP 3' DP 2'5" DP 2'6" DP 2'2" DP 2'6" DP 2'5" D P 2'7" DP 2'8" DP 2'5" DP 2'7" DP 2'6" D P 2'4" DP 2'6" DP ' 3'4" D P 2'9" D P 5' DP 2'8" D P 3' DP 2' DP 2'10" D P 4'8" DP 5' DP 5'9" DP 5'10" DP 5'8" DP 5'10" DP 3' DP 6'9" DP 6' DP 7'6" DP 2'1" DP 5'6" DP4' DP 2'4" DP 2'5" DP2'5" DP2'8" DP2'3" D P 1' DP 2'5" DP2'5" DP 1'6" DP 1'5" DP 2'6" DP2'DP4'DP4'DP 2'5" DP 2'DP PSE 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"WABAN-W ABAN-W ABAN-W ABAN-W ABAN-W ABAN-W ABAN-W ABAN-W ABAN- W ABAN- W 12"W 12"W 12"W 12"W 12"W 12"W 400 404 418 CONC SEAMS (TYP) WV WV CO 2 BLRD FH 2'4' HH 3'11" DP4'11" DP 3'5" DP 2'6" DP1'3" DP 1'11" DP3'9" DP1' DP 3' DP 2' DP 4' DP3'10" DP 2'5" DP 2'3" DP2'2" DP 2' DP1'11" DP 1'5" DP 5'11" DP3'8" DP 1' DP 2'8" DP 2' DP 2' DP 3' DP2'3" DP 1'11" DP 3' DP 1' 11" DP 2'3" DP3'11" DP 1'8" DP1'10" DP 4'11" DP 5'2" DP4'4" DP 1'7" DP 1'8" DP 4'5" DP5'6" DP 3'1"DP 3'3" DP1' 8" DP3'2" DP 2'5" DP 1'9" DP1' DP 1'11" DP 1'5" DP 1'5" DP3'8" DP4'9" DP 1'4" DP 3' DP5'8" DP 5'10" DP6'2" DP5'5" DP 6' DP4' DP1'7" DP 1'9" DP3' DP 1'5" DP 1'7" DP 2'8" DP 2'4" DP2' DP 1'9" DP1'5" DP 1'5" DP 2'6" DP1'4" DP 1'5" DP1'9" DP 2'4" DP2'4" DP2'6" DP3'10" DP 2' DP2' DP 3'5" DP 1'8" DP 4'2" DP 2'4" DP12' DP 2'4" DP 1' DP 1' DP 6'11" 3'6" 4'8" 8'11" 1'7" 2' 3'9" 4'10" 1'1" 1'5"1'4" 1'7" 1'10" 1'7" 1'11" 2'2" 1' 0'11" 6'9"4'5" 1' 2'10" 1'9"1' 3' ED(TYP.) ED(TYP.) ED(TYP.) ED(TYP.) 1'2"1'10" 2'9" 2'3" 2' 2' 3'3'4"1'3"4'3'2"3'4' 2'6" 2' 3' 3' 1'8"1'2"1'2" 2'7" 2'5"2'7"3'8"2'2" 1'7" 2'9" 4'2' 3' 3'3'3' 3'10" 4'1" 4'9"7" 4'1" 3'11" 5'9" 2'1" 1'11" 1'9" 2'1" 1'8" 4'3"3'9"4'7"3'11"3'7" 3'11" 10" 1'9"1'7" 5" 2'1" 1'11" 9"2'4" 3'11" 3' 5'2" 4'1" 4'7"2'11"2'9"1'4"1'7" 2'9" 2'1"2'7"2'11" 3'4" 3'9" 2'10" 2'2" 2'11" 1'9" 1'5" 1'7" 1'7" 1'10" 1'8" 1'7"2'11"2'1"2'2'3"1'9" 1'6" 1'8" 1'7" 1'11" 2'1" 1'7" 1'6" 1'6"1'2" 1'4" 1'5" 2'3" 2'1" 2'7"3'1"3'1"2'3'4" 3'3"1'11"3'5"2'1"2'3" 2'9" 2'1" 2'4" 1'4"1'5"1'4"1'3"1'6"1'6"1'11"1'5"2'3'10" 1'3"1'6" 1'4" 3'9" 1'5"1'11" 3'11"3'9"1'7" 3'10"4'10"4'9" 4'10" 1'3" 1'8" 4'1" 4'9"4'9" 2'7"2'10" 4'1"6'6"5'7" 2'9" 1'1" 2'7" 3'4" 2'10" 2'3"1'10"8"10" 2'9" 2'6" 2'1"1'8" 1'11" 2'5"2'3" 2'7" 2'11" 1'7"1'9"2'2" 2'2"1'7" 4'9" 4'11"2'8"2'1"2'8"2'7"2'5" 7"1'1" 1'4" 2'2'1" 2'9" 6'3" 5'4" 5'3" 4'9" 5'7"3'10" 4'11" 5'11" 6'8"6'11" 3'10" 1'6" 4'1"4'2" 4'7" 5'9" 5'8"4'8"5'11" 3'11" 4'1" 3'9" 4'5" 2'11"3'1" 5'2" 4'11" 4'7"4'1"4'6" 4'8"4'6" 5'3" 4'6"4'9"4'11" 3'7" 4' 1' HH HHHHHH ELEC VLT 2 WM ELEC VLT HHHH SLHH SLHH WV ELECPED GROUNDROD 6" TREE30' DLN 1.5' RET WALLPLANTER 1.5' RET WALLPLANTER 2'10" 3'10" 3'0" 4'0" 4'3"4'6" 4'11"5'0" 5'5" 6'0" 6'3" 6'6"7'0"7'2" 7'9" 8'0" 8'2"8'6"10'0" 10'7" CO 2 WV ELECVLT HH HH CO INLET PROTECTIONSUMPSILT FENCETEMPORARY CURBTEMPORARY SLOPE DRAINHIGH VISIBILITY FENCEHIGH VISIBILITY SILT FENCECONSTRUCTION STORMWATERCONVEYANCE PIPETEMPORARY DRAIN PIPEINTERCEPTOR DIKESTRAW BALESSTRAW WATTLESBIODEGRADABLE CHECK DAMSCONSTRUCTION STORMWATER STORAGESLOPE PROTECTIONSTABILIZED CONSTRUCTION ENTRANCE(STEEL PLATE)LANDSLIDE HAZARD AREANEW RIGHT OF WAY AREATEMPORARY CONSTRUCTION EASEMENTAREA 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL TESC PLAN RAINIER STA 200+00 TO RAINER STA 204+00 BT120-CTP101 BT120 050 1 S. SRIDHARAN H. ONG R. PARISH S. SRIDHARAN 0 12/10/2024 SS RP SS ISSUED FOR BID 1 06/13/2025 SS RP SS ADDENDUM #1 RTA/CN 0205-24 1"=20' N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 4 / 2 5 | 11 : 4 2 A M | SA K S H I G C: \ P W W O R K I N G \ J A C O B S _ B & I \ S A K S H I G @ O S B O R N C O N S U L T I N G . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C T P 1 0 1 - 1 0 6 . D W G S1-BT120-CTP101-106 FACILITY ID: Xrefs: xS1-BT120-VRX001 xS1-BTP120-VSF100 xS1-BT120-CPP001 xBRT-CUD05-TB22x34 xS1-BTP120-GZK010 xS1-BT120-CAP001 xS1-BT120-CMP001 xS1-BT120-CTP001 xS1-BT120-CTN101 GB-SEAL-SS56324 xS1-BT120-CDP001 xS1-BT120-RPP001 xS1-BT120-CZN002 OSBORN CONSULTING INCORPORATED 1 MA T C H L I N E : R A I N I E R S T A 2 0 4 + 0 0 SE E D W G BT 1 2 0 - C T P 1 0 2 MATCHL I N E : G R A D Y S T A 1 5 1 + 0 0 SEE DWG BT120-CT P 1 0 4 MATC H L I N E : SEE D W G BT120 - C T P 2 0 5 MATCHLINE: SEE DWG BT120-CTP205 102 103 106 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 KEY MAP SW GRAD Y WAY 101 104 105 107 1 1 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT120-RPP201-BT120-RPP205 1 6-9-2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433250 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. KEY NOTES: 1 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. 2 INSTALL INLET PROTECTION PER COR STD PLAN 216.30. SEE DRAWING BT120-CTD102 FOR DETAILS. 4 INSTALL COMPOST SOCK PER WSDOT STD PLAN I-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. INLET PROTECTION SILT FENCE COMPOST SOCK CONSTRUCTION FENCE LEGEND: SFSF STABILIZED CONSTRUCTION ENTRANCE CONCRETE WASHOUT AREA S I G N SIGN S I G N / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / // / / / / / / / / / / / / / / U T H H H H V L T V L T V L T V L T S 6 " T R E E ± 1 2 ' D L N 4 " T R E E ± 2 2 ' D L N 6 " T R E E ± 1 2 ' D L N 6 " T R E E ± 1 4 ' D L N 6 " T R E E ± 1 4 ' D L N SW I N L E T R I M = 2 5 . 2 5 C B 1 . 7 ' X 2 . 2 ' C O N C R I M = 2 4 . 7 4 I E 6 " C O N C W = 2 3 . 9 W A T = 2 3 . 8 B O T = 2 2 . 0 I N L E T R I M = 2 5 . 1 2 I N L E T R I M = 2 3 . 6 2 I E 1 2 " C O N C N = 2 0 . 5 W A T = 2 0 . 6 B O T = 1 9 . 3 S D R I M = 2 4 . 4 9 I E 6 " C O N C E = 2 3 . 5 W A T = 2 3 . 7 B O T = 2 1 . 8 S D SS S S SD SD SD SD SD SD SD SD S D 12" CO N C 6 " C O N C 6 " C O N C 3 5 M P H 6 " T R E E 1 2 ' D L N 5 " T R E E 1 1 ' D L N 5 " T R E E 1 3 ' D L N 6 " T R E E 1 3 ' D L N DRW 5 " T R E E 1 5 ' D L N 6 " T R E E 1 4 ' D L N 8 " T R E E 1 6 ' D L N 5 " T R E E 1 2 ' D L N LANDSCAPING 6 " T R E E 1 4 ' D L N 5" TREE 8' DLN 5 " T R E E 1 1 ' D L N LANDSCAPING E C O EE E E WV 3WV WV W V 3 W V W V WV HH HH HH HH HH HH HH HH H H HH H H ELEC VLT E L E C V L T 2IRRG GV G V WM G G FO FO FO FO FO E E E E E E E G G G G G E E E E E E E E E E E E E E E G G G G G G FO FO FO FO FO FO FO FO FO SDSD FO F O FO FO FO FO FO FO FO FO FO FO FO FO FO FO SD SD SD SDSDSD SD SD SD SD SD SD SD SD SDSD SD SD SD SD SD SD SD SD SD E E E E E E E E F O FO F O FO F O FO 6 " C O N C C B 2 . 2 ' X 1 . 8 ' C O N C R I M E L = 2 3 . 6 0 I E 1 8 " D I N E = 2 0 . 5 I E 1 2 " C P P S E = 2 0 . 8 I E 1 8 " D I S W = 2 0 . 6 W A T = 2 0 . 5 B O T = 1 9 . 4 I N L E T R I M E L = 2 5 . 0 9 I N L E T R I M E L = 2 5 . 0 4 I N L E T R I M E L = 2 4 . 3 7 I N L E T R I M E L = 2 5 . 7 0 N E E D S T R A F F I C C O N T R O L I N L E T R I M E L = 2 7 . 0 1 N E E D S T R A F F I C C O N T R O L 18" DI SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS F O FO F O F O FO F O W W W SS SS SS SD SD SD SD COMCAST COMCA S T 2-PSE PSE REN T O N RENTON RENTON RENTON PSE GAS PSE GAS P S E G A S PS E G A S T T T T T T T T T G V I R R G B O R E H O L E P - 1 4 E L = 2 5 . 4 3 B O R E H O L E P - 1 2 E L = 2 5 . 1 4 B O R E H O L E P - 1 5 E L = 2 5 . 6 6 6 ' 9 " D P 1 ' D P 1'11" D P 2'3"DP 2' DP 2' D P 3 ' 1 1 " D P 1'7" DP 2'9" DP2'1" DP1'9" DP1'6" DP2'1" DP2'3" DP 2'1" DP 2'3" DP 4 ' 6 " DP 3' 5 " DP 3' D P 3' 9 " D P DP 8'6" DP 3 ' 8 " D P 3 ' 1 1 " D P 5 ' 1 " D P 5 ' 3 " D P 5 ' 2 " D P 6 ' 4 " D P 6 ' 3 " D P 6 ' 7 " D P 2'5" DP 1'10" DP 2'3" DP 4'11" DP 3'11" DP 2'8" DP3 ' 6 " D P 3'10" DP 2 ' 7 " D P 2 ' 4 " D P 3 ' 4 " D P 3 ' 1 0 " D P 3'5" DP 3'2" DP 3'11" DP3'9" DP 2'4" D P 3'3" DP 5'5" DP4'10" DP 4'4" DP5'3" DP 4' DP 1'9" DP 2'8" DP 2' DP 1'11" D P 4'4" D P 6' DP 5' DP 2'8" DP 3'8" D P 3'10" D P 2'8" DP 2' DP 3'11" D P 3'9" D P 3'7" D P 1'8" DP 4' DP 5'11" D P 3' DP 1'8" DP2'3" DP 5'6" DP 2'4" DP 5 ' 4 " D P 1'8" DP 2'6" DP 2'2" DP 1'9" DP 1' D P 3' DP 3' DP3' DP2'5" DP2'6" DP 2'2" DP 2'6" DP 4'8" DP 5' DP 5'9" DP 5'10" DP 5'8" DP 5'10" DP 2'1" DP P S E G G 12"W 12"W 12"W ABAN-W ABAN-W A B A N - W A B A N - W ABAN-W ABAN - W 1 2 " W 12 " W 12"W 12"W 4 0 4 2 ' 3 " D P 2 ' 2 " D P 2 ' 1 1 " D P 1 ' D P 2 ' 8 " D P 2 ' 3 " D P 3 ' 1 1 " D P 1 ' 8 " D P 1 ' 1 0 " D P 4 ' 1 1 " D P 3'9 " 4'10" 1' ED (TYP.) ED (TYP.) RAINIER AVE S HARD I E A V E S W N T C 5 0 9 + 5 3 N TC 510+00 S TC 609+53 S TC 610+00 HA R D I E 3 1 0 + 0 0 HA R D I E 3 0 9 + 0 0 HA R D I E 3 1 0 + 0 0 RAINIER 2 0 4 + 0 0 RAINIER 205+ 0 0 RAINIER 206+00 RAINIER 207+00 RAINIER 2 0 8 + 0 0 RAINI E R 2 0 9 + 0 0 N TC STA 510+04.91 = RAINIER STA 207+16.93 S TC STA 610+02.99 = RAINIER STA 206+67.81 CONC CONC CONC SIGN DEBRIS SIGN SIGN SIGN / / / / CONC UT UT UT UT H H H H H VLT VLT VLT VLT VLT HH VLTS VLT TRASHBIN TRASHBIN SW SW SW SW DRW DRW TRASHBIN SW SW SW DRW DRW SW SW DRW SW SW SW SW DRW CONC WA L L SSMH36"Ø CONCRIM=25.17IE 8" PVC N=20.7IE 6" PVC W=20.7 SSMH36"Ø CONCRIM=27.97IE 8" VC NE=14.5IE 8" CONC S=13.9 SSMH36"Ø CONCRIM=26.49IE 18" CONC NW=12.3IE 18" CONC E=12.3IE 8" CONC S=13.0 SSMHRIM=27.27UNABLE TO OPEN SSMH48"Ø CONCRIM=25.79IE 8" CONC NE=17.1IE 6" CONC E=18.5IE 8" DI SE=21.8IE 8" VC SW=18.2 SSMHRIM=28.40IE 8" CONC N=13.2IE 18" CONC SE=10.4IE 18" CONC NW=10.2 6" CONC 8" VC 8" CO N C 18" C O N C TT TETMH GVCO 2WV FOFO GVGV GV CO WV4WV WV WV GV 2 MISCMH GV GV FO FO FO TMH ICVICV 2WV TMH GV WVWVWV ICVICVICVICVICV WVWVCO COICVICV WM WV 2WM WV WMICV GV GATE CW SW SW FH CONCBENCH 4' WO O D F N C CW SW CO N C B E N C H CONC B E N C HARTWORKCONC DRW DRW SW CONC SEAMS (TYP) SW SW SW DRW DRW E CO E E E E E E E E W E EE EEEE WV WV 3WV WV WV 3WV WV WV WV WV3WVWV WV WV3IRRG 2IRRG 2IRRG GV GV GV WM WM E 2WV WM CO GV GV GM WM WM WM WM WV WV 3WV WV WM W VLT 2VLTS HH TTMH GM 6' CLEF 6' TEMP CLEF 6' TEMP CLEF 6' TEMP CLEF 6' TEMPCLEF 8' CLEF 5.5' CLEF SW 2' FNC GATE 6' CLEF 5.5' CLEF 6' CLEF BLDGEQUIPCONC SW SW SW SW SW SW SW SW CONC BASEREMOVED LT 4 BLRD 3 BLRD 3 BLRD 2 BLRD 6' TEMP C L E F 6' CLEF 2 BLRD 3 BLRD 6' TE M P C L E F SIGN POST ONCONC BASE 6' CLEF PIV GATE STORAGESHED MISCVALV SSMHRIM=25.21NEEDS TRAFFICCONTROL SSMHRIM=26.31NEEDS TRAFFIC CONTROL SSMHRIM=24.31NEEDS TRAFFIC CONTROL SSMHRIM=28.66NEEDS TRAFFIC CONTROLSSMHRIM=28.75NEEDS TRAFFIC CONTROL SS METAL POLE METAL POLE METAL POLE /// / SL SL FOFO W SD S S SS COMCAST COMCAS T COMCAST COMCAST COMCAST COM C A S T COMCA S T COMC A S T COMC A S T COMC A S T COMC A S T COMCAST COMCAST COMCAST COM C A S T COMC A S T COMC A S T COMCAST COM C A S T COMCAST COMCA S T COMC A S T COMCAST COMCAST FO COMCAS T CENTURYLINK CENTURYLI N K F O CENTURYLINK FO CENTURYLINK FOCENTURYLINK F O CENTURYLINK FO CENTURYLINK FO CENTUR Y L I N K F O PSE 2-PSE 2-PSE 3-PSE PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE RENTONRENTON RENTON RENTON RENT O N RENTO N RENTO N RENTO N RENTON RENTON RENTON RENT O NRENTON RENTO N RENTO N RENT O NRENT O N WSDOT F O WSDO T F O 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO F O 2-ZAYO FO PSE GAS PSE G A S PSE GA S PSE GAS PSE GAS PSE GAS PSE GA S PSE GAS PSE GAS PSE GAS PSE G A S PSE GA S PSE GAS PSE GAS FOVLT 2WM HH GV IRRG 5'4" DP 6'8" DP5' DP 4' DP 4' DP 3' DP 3'9" DP3'4" DP 2'11" DP 6'9" DP 1'DP1'11" D P 2'3"DP 2' DP2' DP3'11" DP 3'6" DP 5'9" DP 7'2" DP 6'11" DP 7' DP 6'6" DP 4'4" DP 4'3" DP 3'7" DP 2' DP 4'10" DP 5'9" DP 4'7" DP1'11" DP1'11" DP2'6" DP 5' DP1'4" DP2'6" DP2'2" DP 3'1" DP2'6" DP 1'7" DP 1'9" DP 1'8" DP 1'6" DP 1'6" DP 1'7" DP 1'6" DP 1'9" DP 7'11" DP11' DP4'9" DP4'9" DP13'6" DP6'3" DP 5'8" DP 4'1" DP 3'6" DP 4'8" D P 12'6" DP13'6" DP11'6"DP10' DP 8'5" D P 8'11" D P 8'10" D P 9' DP 3'3" DP3'1" DP3'2" DP2'10" DP1'6" DP1'3" DP1'9" DP1'7" DP2'5" DP1'7" DP1'7" DP1'4" DP1'5" DP1'10" DP3'1" DP1' DP 1'10" DP 1'11" DP 2' DP 3'1" DP 3'1" DP 2'2" DP 2'8" DP2'7" DP 2'8" DP 3'6"DP 3'6" DP 3'9" DP 3'10" DP4'3" DP 2'3" DP 1'7" DP 1'7" DP 2'9" DP 2'1" DP 1'9" DP 1'6" DP 2'1" DP 2'3" D P 2'1" D P 2'3" DP 1'11" D P 1'11" D P 1'11" D P 2'5" DP 1'8" DP 2'1" DP 1'11" D P 2'5" DP 2' DP 2'4"DP 2'10" D P 2'5" D P 2' DP 2'4"DP 2'5" DP5'4" DP5' DP5'5" DP4'8" DP4'DP3'7"DP2' DP 4'11" DP5'2" DP 4'6"DP3'5"DP 1'9" DP 2' DP 4' DP 1'9" DP 5'7" DP 2'7"DP2'4"DP 2'4" DP 2' DP 1'10" DP 2'1" DP 5'8" DP 3' DP 3'9" DP3'6"DP4'11" DP 6'7" DP 3'9" DP 2'2" DP 2'4" DP 5'8" DP 8'6" DP 9'11" DP 10' DP 2'DP 5'10" D P 10' DP 3'8" DP3'11"DP 5'1" DP5'3" DP 5'2" DP 6'4" DP6'3" DP 6'7" DP 2' DP 3'2"DP2'6" DP 1'4" DP 2'1" DP 7' DP 7' DP 2'8" DP 4'11" DP 6'3" DP 8' DP 2'2" DP1'3"DP 2'5" DP 1'10" D P 2'3" DP 4'11" DP 3'11" D P 2'8" DP 3'6"DP 3'10" DP 2'7" DP 2'4" DP3'4" DP 3'10" DP3'5" DP 3'2" DP 3'11" DP3'9" DP 2'4" D P 3'3" DP 5'5"DP 4'10" DP 4'4" DP 5'3" DP 4' DP1'9" D P2'8" DP 2' DP1'11" D P 4'4" DP 6' DP 5' DP2'8" D P 3'8" D P 3'10" D P 2'8" DP 2' DP 3'7" D P2'2" DP 2'4" D P3'8" D P 3' DP 3' DP 3'11" D P 3'9" DP 3'7" DP 1'8" D P 4' DP 5'11" D P 3' DP 1'10" D P 1'2" DP 1'6" DP 1'8" DP 2'3" DP 5'6" DP 2'4" D P 5'4" DP 4'8" DP5'8" DP3'11" DP6'1" DP 6'4" DP6'1" DP5'4" DP 2'4" DP1'6" DP1'4"DP 1'8" DP 1'5" DP 1'1" DP 1'4" DP1'3" DP1'6" DP1'8" DP 1'5" DP 1'5" DP 1'4" DP 1'5" DP 1'8" DP 1'7" DP 2'3" DP 1'7" DP 4' DP 2'6" DP3' DP 1'5" DP 1'6" DP 1'7" DP 2'2" DP 2'5" DP 4' DP 2'5" DP2'2" DP1'11" D P 2' DP 2'1" D P 2'2" D P 1'11" D P 1'6" D P 2'4" DP 2'4" DP 2'4" D P 1'8" DP 4' DP 5'4" DP4'11"DP 1'10" DP 2' DP 2'8" DP 2'4" DP3' DP 3'8" DP1'9" DP 4' DP 4' DP 3'6" DP 5' DP 5'11" DP 6'9" DP5'4" DP7'11" DP6'7" DP 4'5" DP 2'8" DP 2'2" DP 2' DP 2' DP 2'6" DP 2'2" DP 1'9" DP 1' DP 3' DP 3' DP 3' DP 2'5" DP 2'6" DP 2'2" DP 2'6" DP 2'5" D P 2'7" DP 2'8" DP 2'5" DP 2'7" DP 2'6" D P 2'4" DP 2'6" DP ' 3'4" DP 2'9" D P 5' DP 2'8" D P 3' DP 2' DP 2'10" D P 4'8" DP 5' DP 5'9" DP 5'10" DP 5'8" DP 5'10" DP 2'8" DP 3' DP 6'9" DP 6' DP 7'6" DP 2'1" DP 5'6" DP4' DP2'4" DP 2'5" DP2'5" DP2'8" DP 2'3" DP 1' DP 2'5" DP2'5" DP 1'6" DP 1'5" DP 2'6" DP2'DP 4'DP4'DP 1'9" DP2'5" DP 2'DP PSE 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"WABAN-W ABAN-W ABAN-W ABAN-W ABAN-W ABAN-W ABAN-W ABAN-W ABAN- W ABAN- W 12"W 12"W 12"W 12"W 12"W 12"W 400 404 418 CONC SEAMS (TYP) WV WV CO SSMHRIM EL=25.10IE 6" DI NE=23.3IE 6" PVC SW=22.83WAT=22.9 BOT=19.4IT IS BELIEVED THIS STRUCTUREAND THE ASSOCIATED PIPES MAYBE STORM DRAIN, NOT SEWER.2 BLRD FH 3'11" DP4'11" DP 3'5" DP 5'5" DP 2'6" DP1'3" DP 1'11" DP3'9" DP1' DP 3' DP 2' DP 4' DP3'10" DP 2'5" DP 2'3" DP2'2" DP 2'2" DP 2' DP1'11" DP 1'5" DP BROADBANDVAULT 2'11" DP 5'11" DP3'8" DP 1' DP 2'8" DP 2' DP 2' DP 3' DP2'3" DP 1'11" DP 3' DP 1' 11" DP 2'3" DP3'11" DP 1'8" DP1'10" DP 4'11" DP 5'2" DP4'4" DP 1'7" DP 1'8" DP 4'5" DP5'6" DP 3'1"DP 3'3" DP1' 8" DP3'2" DP 2'5" DP 1'9" DP1' DP 1'11" DP 1'5" DP 1'5" DP3'8" DP4'9" DP 1'4" DP 3' DP5'8" DP 5'10" DP6'2" DP5'5" DP 6' DP4' DP1'7" DP 1'9" DP3' DP 1'5" DP 1'7" DP 2'8" DP 2'4" DP2' DP 1'9" DP1'5" DP 1'5" DP 2'6" DP1'4" DP 1'5" DP1'9" DP 2'4" DP2'4" DP2'6" DP3'10" DP 2' DP2' DP 5'5"DP6'7" DP3'5" DP 1'8" DP 4'2" DP 2'4" DP12' DP 2'4" DP 1' DP 1' DP 6'11" 3'6" 4'8" 8'11" 1'7" 2' 3'9" 4'10" 1'1" 1'5"1'4" 1'7" 1'10" 1'7" 1'11" 2'2" 1' 0'11" 6'9"4'5" 1' 2'10" 1'9"1' 3' ED(TYP.) ED(TYP.) ED(TYP.) ED(TYP.) 1'2"1'10" 2'9" 2'3" 2' 2' 3'3'4"1'3"4'3'2"3'4' 2'6" 2' 3' 3' 1'8"1'2"1'2" 2'7" 2'5"2'7"3'8"2'2" 1'7" 3'10" 4'1" 4'9"7" 4'1" 3'11" 5'9" 2'1" 1'11" 1'9" 2'1" 1'8" 4'3"3'9"4'7"3'11"3'7" 3'11" 10" 1'9"1'7" 5" 2'1" 1'11" 9"2'4"3'1"2'11"3'3" 3'11" 3' 5'2" 4'1" 4'7"2'11"2'9"1'4"1'7" 2'9" 2'1"2'7"2'11" 3'4" 3'9" 2'10" 2'2" 2'11" 1'9" 1'5" 1'7" 1'7" 1'10" 1'8" 1'7"2'11"2'1"2'2'3"1'9" 1'6" 1'8" 1'7" 1'11" 2'1" 1'7" 1'6" 1'6"1'2" 1'4" 1'5" 2'3" 2'1" 2'7"3'1"3'1"2'3'4" 3'3"1'11"3'5"2'1"2'3" 2'9" 2'1" 2'4" 1'4"1'5"1'4"1'3"1'6"1'6"1'11"1'5"2'3'10" 1'3"1'6" 1'4" 3'9" 1'5"1'11" 3'11"3'9"1'7" 3'10"4'10"4'9" 4'10" 1'3" 1'8" 4'1" 4'9"4'9" 2'7"2'10" 4'1"6'6"5'7" 2'9" 1'1" 2'7" 3'4" 2'10" 2'3"1'10"8"10" 2'9" 2'6" 2'1"1'8"1'11" 2'5"2'3" 2'7" 2'11" 1'7"1'9"2'2" 2'2"1'7" 4'9" 4'11"2'8"2'1"2'8"2'7"2'5" 7"1'1" 1'4" 2'2'1" 2'9" 6'3" 5'4" 5'3" 4'9" 5'7"3'10" 4'11" 5'11" 6'8"6'11" 3'10" 1'6" 4'1"4'2" 4'7" 5'9" 5'8"4'8"5'11" 3'11" 4'1" 3'9" 4'5" 2'11"3'1" 5'2" 4'11" 4'7"4'1"4'6" 4'8"4'6" 5'3" 4'6"4'9"4'11" 3'7" 2 WM WV 6" TREE30' DLN 1.5' RET WALLPLANTER 1.5' RET WALLPLANTER 2'10" 3'10" 3'0" 4'0" 4'3"4'6" 4'11"5'0" 5'5" 6'0" 6'3" 6'6"7'0"7'2" 7'9" 8'0" 8'2"8'6"10'0" 10'7" CO 2 WV HH CO 20 40 SCALE IN FEET 01020 (1" = 20') N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 4 / 2 5 | 11 : 4 2 A M | SA K S H I G C: \ P W W O R K I N G \ J A C O B S _ B & I \ S A K S H I G @ O S B O R N C O N S U L T I N G . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C T P 1 0 1 - 1 0 6 . D W G S1-BT120-CTP101-106 FACILITY ID: Xrefs: xS1-BT120-VRX001 xS1-BTP120-VSF100 xS1-BT120-CPP001 xBRT-CUD05-TB22x34 xS1-BTP120-GZK010 xS1-BT120-CAP001 xS1-BT120-CMP001 xS1-BT120-CTP001 xS1-BT120-CTN101 GB-SEAL-SS56324 xS1-BT120-CDP001 xS1-BT120-RPP001 xS1-BT120-CZN002 OSBORN CONSULTING INCORPORATED MATCHLINE: SEE DWG BT120-CTP201 MATCHLINE: SEE DWG BT120-CTP203 M A T C H L I N E : R A I N I E R S T A 2 0 4 + 0 0 S E E D W G B T 1 2 0 - C T P 1 0 1 MA T C H L I N E : R A I N I E R S T A 2 0 8 + 5 0 SE E D W G BT 1 2 0 - C T P 1 0 3 EX ROW EX ROW 102 103 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 KEY MAP SW GRAD Y WAY 101 104 105 106 107 21 1 4 2 2 EXIST. CB NOT SHOWN IN VIEWPORT. APPROX. LOCATION AT STA 308+25.7, 23.0' RT 2 2 1 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT120-RPP201-BT120-RPP205 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL TESC PLAN RAINER STA 204+00 TO RAINIER STA 208+50 BT120-CTP102 BT120 051 1 S. SRIDHARAN H. ONG R. PARISH S. SRIDHARAN 0 12/10/2024 SS RP SS ISSUED FOR BID 1 06/13/225 SS RP SS ADDENDUM #1 RTA/CN 0205-24 1"=20' 1 6-9-2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433251 S I G N S W SW SW D R W 1 8 " T R E E ± 4 6 ' D L N Y I E L D ± 8 ' D L N 1 0 " T R E E ± 1 0 ' D L N 6 " T R E E ± 1 2 ' D L N 4" T R E E ± 2 2 ' D L N B U S S I G N 6 " T R E E ± 1 0 ' D L N /// / // B U S S H E L T E R T R A S H B I N Y I E L D 6" T R E E ± 1 6 ' D L N 6 " T R E E ± 1 8 ' D L N 6" T R E E ± 1 2 ' D L N 8 " T R E E ± 1 4 ' D L N 8 " T R E E ± 2 0 ' D L N 6" T R E E ± 1 4 ' D L N 6" T R E E ± 1 4 ' D L N 6" T R E E ± 1 4 ' D L N 6" T R E E ± 1 4 ' D L N SW SW DRW DRWSW SW DRW SW S W S W CONC WALL C B1. 7 ' X 2 . 1 ' C O N C R I M = 2 4 . 6 8 IE 6 " C O N C N = 2 3 . 4 IE 6 " C P P E = 2 3 . 5 IE 6 " C O N C S = 2 3 . 3 Y A R D D R A I N 0. 9 ' X 0 . 9 ' C O N C R I M = 2 4 . 9 6 IE 6 " P V C S W = 2 4 . 0 Y A R D D R A I N 0. 9 ' X 0 . 9 ' C O N C R I M = 2 5 . 1 7 IE 6 " P V C N E = 2 4 . 0 IE 6 " P V C S W = 2 4 . 0 B O T = 2 3 . 7 IN L E T R I M = 2 4 . 2 0 C B2. 2 ' X 1 . 9 ' C O N C R I M = 2 4 . 0 7 IE 1 2 " D I S E = 2 1 . 5 W A T = 2 1 . 5 B O T = 1 9 . 6 C B2. 3 ' X 2 . 1 ' C O N C R I M = 2 4 . 5 8 IE 6 " C O N C N E = 2 3 . 4 W A T = 2 3 . 4 B O T = 2 0 . 7 IN L E T R I M = 2 3 . 9 7 C B R I M = 2 3 . 7 9 C B R I M = 2 4 . 5 1 C B2. 2 ' X 1 . 9 ' C O N C R I M = 2 4 . 2 5 IE 6 " D I N = 2 2 . 3 IE 1 2 " D I S E = 2 1 . 7 IE 1 2 " D I N W = 2 1 . 6 W A T = 2 1 . 7 B O T = 2 0 . 1 C B C B2. 2 ' X 1 . 9 ' C O N C R I M = 2 6 . 3 7 IE 1 2 " C O N C N E = 2 2 . 9 IE 6 " C O N C S = 2 2 . 8 IE 1 2 " C O N C S W = 2 2 . 9 W A T = 2 2 . 9 B O T = 2 1 . 7 SD SD SD SD SD SD SD SD C BR I M = 2 5 . 8 5 U N A B L E T O O P E N D U E T O B R O K E N H A N D L E SD C B 2. 2 ' X 1 . 9 ' C O N C R I M = 2 5 . 4 4 C B2. 3 ' X 1 . 9 ' C O N C R I M = 2 4 . 8 1 IE 6 " D I S W = 2 2 . 7 W A T = 2 1 . 0 B O T = 2 0 . 7 S D 2. 2 ' X 1 . 9 ' C O N C R I M = 2 4 . 9 4 IE 1 2 " D I S E = 2 3 . 1 IE 6 " C O N C W = 2 3 . 2 W A T = 2 3 . 0 B O T = 2 1 . 2 SD SD C B2. 2 ' X 1 . 9 ' C O N C R I M = 2 4 . 7 7 IE 6 " P V C S = 2 1 . 4 IE 6 " C O N C S W = 2 1 . 7 W A T = 2 1 . 4 B O T = 2 0 . 1 1. 6 ' X 2 . 1 ' C O N C IE 6 " C O N C E = 2 3 . 5 W A T = 2 3 . 7 B O T = 2 1 . 8 SD 6" CO N C 6" C O N C 6" PV C 1 2 " D I 12" C O N C 12" C O N C6" CO N C IN L E T R I M = 2 4 . 4 6 C BR I M = 2 4 . 4 6 T T E C O IT S V L T 2 T S L T V L T W V 4 W V L TV L T LT HH WV WV GV TS LT HH TS L T VLT ELEC VLT 2 M I S C M H T S - L T V L T G V G V L TH H T M H T M H G V W V W V W V B R O A D B A N D V L T L TH H IC V ICV IC V ICVIC V HH WVWV ELEC VLT HH C OC O ICVICV 2HH WMELEC VLT LT HH WV ELEC VLT 2WM WV LT HH ELEC VLT LT HH WM ICV G V DRW WV WV HH HH GV FO G G FO FO FO FO FO E E E E E G G G G G G G G G G G G G G G GEEEEEEE E E E E E E E E E E E E E T T T T T T FO FO FO F O F O E E E E E FO FO FO FO FO FO E E E E E E E FO T T T T T T T T T T T T T T T T T T T T T T T E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E W W W W W W W W W W W W W W W W W W W W W W W W G G G G G G G G G G G G G G G G G G G E E F O F O F O F O F O F O F O F O F O F O F O FOFOFOFOFOFOFOFO F O F O F O F O F O FO FO FO F O FO FO FO F O FOFOFOFOFOFOFOFO FO FO FOFOFOFOFOFOFOFOFOFOFOFO W S D S D SD SD SD FO FO FO FO FO FO FO FO FO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO SD SD SD SD SD SD S D SD SD SD SD SD SD SD SD S D S D S D S D SD SD SD SDSDSDSDSDSDSDSD SD SD SD SDSDSDSDSDSD S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D SD SD SD S D S D S D S D S D S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S F O F O F O F O F O F O F O F O F O F O F O F O F O F O F O FO FO FO S D M H R I M = 2 5 . 4 7 S D M H R I M = 2 4 . 7 8 IN L E T R I M E L = 2 6 . 2 5 N E E D S T R A F F I C C O N T R O L C B2. 2 ' X 1 . 8 ' C O N C RI M E L = 2 5 . 6 2 IE 1 2 " C P P S E = 2 2 . 5 IE 1 2 " C P P N W = 2 2 . 6 W A T = 2 2 . 5 B O T = 2 0 . 7 S D M H R I M = 2 5 . 6 9 1 2 " C P P E = N A N E E D S T R A F F I C C O N T R O L C B2. 2 ' X 1 . 8 ' C O N C RI M E L = 2 5 . 2 0 IE 6 " D I E = 2 1 . 6 IE 1 2 " C P P W = 2 1 . 6 W A T = 2 1 . 6 B O T = 1 9 . 7 S D M H R I M = 2 5 . 6 7 N E E D S T R A F F I C C O N T R O L IN L E T R I M E L = 2 4 . 9 4 N E E D S T R A F F I C C O N T R O L IN L E T R I M E L = 2 5 . 1 6 N E E D S T R A F F I C C O N T R O L S D M H R I M = 2 6 . 0 4 1 2 " C P P S W = N A N E E D S T R A F F I C C O N T R O L C B2. 2 ' X 1 . 8 ' C O N C RI M E L = 2 5 . 3 6 IE 1 2 " C P P N E = 2 1 . 5 IE 1 2 " C P P S E = 2 1 . 5 IE 1 2 " C P P S W = 2 1 . 6 W A T = 2 1 . 7 B O T = 1 9 . 9 S D M H R I M = 2 4 . 9 9 1 2 " C P P N W = N A N E E D S T R A F F I C C O N T R O L C B2. 2 ' X 1 . 8 ' C O N C RI M E L = 2 4 . 6 0 IE 1 2 " C P P S E = 2 0 . 8 W A T = 2 0 . 8 B O T = 1 9 . 1 S D M H R I M = 2 5 . 5 9 N E E D S T R A F F I C C O N T R O L N E E D S T R A F F I C C O N T R O L S D M H R I M = 2 4 . 6 6 N E E D S T R A F F I C C O N T R O L S D M H R I M = 2 5 . 1 3 N E E D S T R A F F I C C O N T R O L R I M = 2 4 . 9 9 N E E D S T R A F F I C C O N T R O L C B2. 2 ' X 1 . 8 ' C O N C RI M E L = 2 4 . 7 1 IE 1 2 " C P P N E = 2 1 . 4 IE 1 2 " C P P S E = 2 1 . 5 IE 1 8 " D I S W = 2 1 . 5 W A T = 2 1 . 5 B O T = 2 0 . 3 IN L E T R I M E L = 2 4 . 2 1 N O P I P E , F U L L O F P A C K E D D I R T / S I L T / D E B R I S C B3 6 " C O N C RI M E L = 2 4 . 2 9 IE 1 8 " D I N = 2 0 . 8 IE 8 " C P P N E = 2 1 . 1 IE 1 2 " C P P E = 2 1 . 2 IE 1 8 " D I S W = 2 0 . 8 W A T = 2 0 . 9 B O T = 1 7 . 8 C B2. 2 ' X 1 . 8 ' C O N C RI M E L = 2 4 . 0 4 IE 1 8 " D I N E = 2 0 . 7 IE 1 8 " D I S W = 2 0 . 7 W A T = 2 0 . 8 B O T = 1 9 . 3 S S M H R I M = 2 6 . 3 1 N E E D S T R A F F I C C O N T R O L C B2. 3 ' X 1 . 9 ' C O N C R I M E L = 2 5 . 7 4 IE 1 2 " P V C S E = 2 2 . 2 W A T = 2 2 . 1 B O T = 2 0 . 6 S D SD M H RI M = 2 5 . 7 7 12 " C P P N W = N A N E E D S T R A F F I C C O N T R O L S D S D 18" DI 1 2 " C P P 12" CPP12" CPP SS SS SS SS E E E E E E FO FO FO FO E E SS S S FO SSSS S S S S SS SS COMCAST COMCAST COMCAST COMCAST C O M C A S T F O C E N T U R Y L I N K CENTURYLINK FO PSE PSE PSE RENTON RENTON RENTON P S E G A S PSE GAS PSE GAS T T H 4 9 G N D E L = 2 4 . 5 2 2 x 2 " P O W E R T O P O F C N D E L = 2 2 . 6 3 T H 4 9 A G N D E L = 2 4 . 5 2 2 x 4 " C O M M T O P O F C N D E L = 2 2 . 6 0 B O R E H O L E P - 1 2 E L = 2 5 . 1 4 5'4" DP 6'8" DP 5' DP 4' DP 4' DP 3' DP 3'9" DP 3'4" DP 1'10" DP 1'11" DP 2' DP 3'1" DP3'1" DP 2'2" DP 2'8" DP 2'7" DP 2'8" DP 3'6" DP 3'6" DP 3'9" D P 3'1 0 " D P 4'3" D P 2'3" DP 1'7" DP1'9" DP 2' DP 4' D P 1'9" DP 5 ' 7 " D P 2 ' 7 " D P 2 ' 4 " D P 2'4" D P 1'10" DP 2'1" DP 5' 8 " D P 3' D P 3' 9 " D P 3' 6 " D P 4'11" DP6'7" DP 3'9" DP 2' DP 3' 2 " D P 2 ' 6 " D P 1 ' 4 " D P 2 ' 1 " D P 7 ' D P 7 ' D P 2'8 " D P 4'11" DP 6'3" DP 8' DP 2'2" DP 1'3"DP 1'8" DP 4' DP 5'4" DP4'11" DP 1'10" DP 2' DP 2'8" DP 2'4" D P 3' DP 3'8" DP1'9" DP 4' DP 4' DP 3'6" DP 5' DP 5'11" DP 6'9" DP 5'4" DP 7'11" D P 6'7" D P 4'5" D P 2'8" DP 2'2" DP2' DP2' DP 2'8 " D P 3' DP 6 ' 9 " D P 6 ' D P 7 ' 6 " D P 5'6" DP4' DP 2'4" DP 2'5" DP 2'5" D P2'8" DP 1' DP 1'9 " D P 2'5" DP 12"W 12"W 12"W 12"W ABAN-WABAN-WABAN-WABAN-W C B R I M = 2 3 . 7 5 C B1. 7 ' X 2 . 2 ' C O N C RI M E L = 2 3 . 7 5 IE 6 " C O N C N W = 2 2 . 4 2 ' 3' 1 1 " D P 4' 1 1 " D P 3' 5 " D P 5' 5 " D P 2' 6 " D P 1' 3 " D P 1' 1 1 " D P 3' 9 " D P 1' D P 3' D P 2' D P 4' D P 3' 1 0 " D P SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 1' 7 " 2' 3' 9 " 6'9" 4'5" ED (TYP.) 2' T H - 1 5 3 2 1 - P - A T H - B R T - 1 5 1 9 1 W G N D E L = 2 4 . 3 0 1 2 " D I W A T E R T O P O F P I P E = 1 9 . 6 9 S 7 T H S T S W 7 T H S T 2 4 9 + 0 0 SW 7TH ST 250+00 S W 7 T H S T 2 5 1 + 0 0 RAINIER 208+00 RAINIER 209+00 RAINIER 210+00 RAINIER 211+00 RAINIER 212+00 RAINIER 213+00 RAINIER 214+00 SW 7TH ST STA 249+99.98 = RAINIER STA 212+42.13 RAINIER AVE S S W 7 T H S T 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. KEY NOTES: 1 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. 2 INSTALL INLET PROTECTION PER COR STD PLAN 216.30. SEE DRAWING BT120-CTD102 FOR DETAILS. 4 INSTALL COMPOST SOCK PER WSDOT STD PLAN I-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. CONC SIGN DEBRIS SIGN SIGN SIGN / / / / UT UT UT UT H H H H H VLT VLT VLT VLT VLT VLT HH VLTS VLT BUS SHELTERTRASHBIN BUSSIGN TRASHBIN BUS SIGNPOWERCABINET SW SW SW SW DRW DRW YIELD BUSSIGN BUS SHELTER TRASHBIN YIELD SW SW SW DRW DRW SW SW DRW SW SW SW SW DRW CONC WA L L SSMH36"Ø CONCRIM=25.17IE 8" PVC N=20.7IE 6" PVC W=20.7 SSMH36"Ø CONCRIM=27.97IE 8" VC NE=14.5IE 8" CONC S=13.9 SSMH36"Ø CONCRIM=26.49IE 18" CONC NW=12.3IE 18" CONC E=12.3IE 8" CONC S=13.0 SSMHRIM=27.27UNABLE TO OPEN SSMH48"Ø CONCRIM=25.79IE 8" CONC NE=17.1IE 6" CONC E=18.5IE 8" DI SE=21.8IE 8" VC SW=18.2 SSMHRIM=28.40IE 8" CONC N=13.2IE 18" CONC SE=10.4IE 18" CONC NW=10.2 6" CONC 8" VC 8" CO N C 18" C O N C HH TT TETS SLHH TMH GVCO 2WV FOFO2FOMH GVGV GV COITSVLT2TS LTVLT WV4WV LTVLT TC SLHHLTHHCENTURY L I N K VLTWV ELECVLT WVGVTS LTHHTS LTVLTELECVLT2 MISCMH TS-LTVLT GV GVSLHHHHLTHHTCHH FOFOMH FOFOMH FOFOMHTS LTHH MW LTHHTMH ICVICV 2WV TMH GV WVWVWV BROADBANDVLTLTHHICVICVICVICVICV HH WV WV ELECVLTHHCO COICVICV 2HH WM ELECVLT LT HHWV ELEC VLT2WM WV LT HH ELECVLT LTHHWM ICV GV GATE CW SW SW YIELDFH CONCBENCH YIELD 4' WO O D F N C USECROSSWALK CW SW CO N C B E N C H CONC B E N C H YIELDARTWORKCONC DRW 35MPH DRW SW CONC SEAMS (TYP) SW SW SW DRW DRWECO E E E E E E E E W E EE EEEE WV WV 3WV WV WV 3WV WV WV WV WV3WVWV WV WV HH HH HH HH HH HH HH HH HH HH HH HHHH HH HHHH HHHH HH HH HH 3HH HH HH HH HH HH HH HH HHHH HH HH HH HHHH HH 2 HH HH ELEC V L T ELECVLT ELEC V L T 4ELEC VLT ELECVLT ELECVLT 2ELEC VLT ELECVLT 3IRRG 2IRRG 2IRRG GV GV GV WM WM ELECVLT E HH 2WV HH ELECVLT HH HH WM CO GV GV GM WM WM WM WM WV WV 3WV WV WM W VLT 2VLTS HH T TSHHHH HH HH HH HH TMH VLT TS VLTHH VLT 2" DROP 2" DROP HH GM HH HH/// / // / / // / / / 6' CLEF 6' TEMP CLEF 6' TEMP CLEF 6' TEMP CLEF 6' TEMPCLEF SOUNDCOLLISIONCENTER 8' CLEF 5.5' CLEF PP PP PP SIGN LOADLIMIT USECROSSWALK SW PARK &RIDE USECROSSWALK 2' FNC GATE // 6' CLEF 5.5' CLEF 6' CLEF BLDGEQUIP GAZEBO CONCELECEQUIP SIGN ONCONC BASE SIGN ONCONC BASE SIGN ONCONC BASE SIGN ONCONC BASE SOUNDCOLLISIONCENTER SW SW SW SW SW MAZDASIGN SW SW SW / / // / / SIGN ONCONC BASE SIGN ONCONC BASE CONC BASEREMOVED LT 4 BLRD 3 BLRD 3 BLRD 2 BLRDPM 6' TEMP C L E F 6' CLEFWELCOME TOTRUCK CITY SIGN SIGN 2 BLRD / / / /// / / / // / //// / // / // / / / / // / 3 BLRD 6' TE M P C L E F SIGN ONCONC BASE BLDEQUIP SIGN POST ONCONC BASE 6' CLEF SIGN PIV GATE STORAGESHED MISCVALV SHELTERCANOPY 15 MPHSIGN BLDG BLDG BLDG BLDG SSMHRIM=25.21NEEDS TRAFFICCONTROL SSMHRIM=26.31NEEDS TRAFFIC CONTROL SSMHRIM=24.31NEEDS TRAFFIC CONTROL SSMHRIM=28.66NEEDS TRAFFIC CONTROLSSMHRIM=28.75NEEDS TRAFFIC CONTROL SS METAL POLE METAL POLE METAL POLE /// / SL SL FOFO W SD S S SS COMCAST COMCAS T COMCAST COMCAST COMCAST COM C A S T COMCA S T COMC A S T COMC A S T COMC A S T COMC A S T COMCAST COMCAST COMCAST COM C A S T COMC A S T COMC A S T COMCAST COM C A S T COMCAST COMCA S T COMC A S T COMCAST COMCAST FO COMCAS T CENTURYLINK CENTURYLI N K F O CENTURYLINK FO CENTURYLINK FOCENTURYLINK F O CENTURYLINK FO CENTURYLINK FO CENTUR Y L I N K F O PSE 2-PSE 2-PSE 3-PSE PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE RENTONRENTON RENTON RENTON RENT O N RENTO N RENTO N RENTO N RENTON RENTON RENTON RENT O NRENTON RENTO N RENTO N RENT O NRENT O N WSDOT F O WSDO T F O 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO F O 2-ZAYO FO PSE GAS PSE G A S PSE GA S PSE GAS PSE GAS PSE GAS PSE GA S PSE GAS PSE GAS PSE GAS PSE G A S PSE GA S PSE GAS PSE GAS UTIL VLT HH HH HH UNKNOWN UTILITY FOVLT HH HH HH ELECVAULT HH 2WM HH GV IRRG BOREHOLEGA-10EL=26.31 BOREHOLESB-1EL=27.17 BOREHOLEGA-14EL=26.36 BOREHOLEP-14EL=25.43 BOREHOLEP-12EL=25.14 BOREHOLEGA-1EL=25.09 BOREHOLEGA-2EL=25.98 MWEL=25.08 BOREHOLERW10EL=25.30 MWGWMW-3EL=26.16 BOREHOLEGA-3EL=25.97 MWGWMW-1EL=26.60 BOREHOLEGA-4EL=26.06 BOREHOLESH-5EL=26.22 BOREHOLEGA-8EL=26.69 BOREHOLEGA-5EL=27.71 BOREHOLEGA-7EL=27.67 BOREHOLEGA-6EL=27.90 BOREHOLEGA12EL=26.45 BOREHOLEGA-13EL=26.06 BOREHOLEP-15EL=25.66 1'11" DP1'11" DP2'6" DP 5' DP1'4" DP2'2" DP 3'1" DP 1'7" DP 1'9" DP 1'8" DP 1'6" DP 1'6" DP 1'7" DP 1'6" DP 1'9" DP 7'11" DP11' DP4'9" DP4'9" DP13'6" DP6'3" DP 5'8" DP 4'1" DP 3'6" DP 4'8" D P 12'6" DP13'6" DP11'6"DP10' DP1'6" DP1'3" DP1'9" DP1'7" DP2'5" DP1'7" DP1'7" DP1'4" DP1'5" DP1'10" DP 1' DP 1'10" DP 1'11" DP 2' DP 3'1" DP 3'1" DP 2'2" DP 2'8" DP2'7" DP 2'8" DP 3'6"DP 3'6" DP 3'9" DP 3'10" DP4'3" DP 2'3" DP 1'7" DP 1'7" DP 2'9" DP 2'1" DP 1'9" DP 1'6" DP 2'1" DP 2'3" D P 2'1" D P 2'3" DP 1'11" D P 1'11" D P 1'11" D P 2'5" DP 1'8" DP 2'1" DP 1'11" D P 2'5" DP 2' DP 2'4"DP 2'10" D P 2'5" D P 2' DP 2' DP 4'11" DP5'2" DP 4'6"DP3'5"DP 1'9" DP 2' DP1'9" DP5'7" D P 2'7"DP2'4"DP 2'4" DP 2' DP 1'10" DP 2'1" DP 5'8" DP 3' DP 3'9" D P3'6"DP4'11" DP 6'7" DP 3'9" DP 2'2" DP 2'4" DP 5'8" DP 8'6" DP 9'11" DP 10' DP 2'DP 5'10" D P 10' DP 3'8" DP3'11"DP 5'1" DP5'3" DP 5'2" DP 6'4" DP6'3" DP 6'7" DP 2' DP 3'2"DP2'6" DP 1'4" DP 2'1" DP 7' DP 7' DP 2'8" DP 4'11" DP 6'3" DP 8' DP 2'2" DP1'3"DP 2'5" DP 1'10" D P 2'3" DP 4'11" DP 3'11" D P 2'8" DP 3'6"DP 3'10" DP 2'7" DP 2'4" DP3'4" DP 3'10" DP3'5" D P 3'2" DP 3'11" DP3'9" DP 2'4" D P 3'3" DP 5'5"DP 4'10" DP 4'4" DP 5'3" DP 1'10" D P 1'2" DP 1'6" DP 1'8" DP 2'3" DP 5'6" DP 4'8" DP5'8" DP3'11" DP6'1" DP 6'4" DP6'1" DP5'4" DP 4' DP 5'4" DP 4'11"DP 4' DP 3'6" DP 5' DP 5'11" DP 6'9" DP5'4" DP7'11" DP6'7" DP 4'5" DP 2'8" DP 6'9" DP 6' DP 7'6" DP 5'6" DP 1'9" DP2'5" DP 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"WABAN-W ABAN-W ABAN-W ABAN-W ABAN-W ABAN-W ABAN-W ABAN-W ABAN- W ABAN- W 12"W 12"W 12"W 12"W 12"W 12"W 400 404 418 CONC SEAMS (TYP) WV WV CO SSMHRIM EL=25.10IE 6" DI NE=23.3IE 6" PVC SW=22.83WAT=22.9 BOT=19.4IT IS BELIEVED THIS STRUCTUREAND THE ASSOCIATED PIPES MAYBE STORM DRAIN, NOT SEWER.2 BLRD FH HH 3'11" DP4'11" DP 3'5" DP 5'5" DP 2'6" DP1'3" DP 1'11" DP3'9" DP 3'10" DP 2'2" DP 2'2" DP 1'5" DP BROADBANDVAULT 2'11" DP 3' DP2'3" DP 1'11" DP 1' 11" DP 2'3" DP3'11" DP 4'11" DP 5'2" DP4'4" DP 1'7" DP 1' 8" DP 2'5" DP 1'11" DP 1'4" DP 1'5" DP 1'7" DP 2'8" DP 2'4" DP 2'6" DP 5'5"DP6'7" DP 4'2" DP 2'4" DP12' DP 6'11" 3'6" 4'8" 8'11" 1'7" 2' 3'9" 4'10" 6'9"4'5" ED(TYP.) ED(TYP.) ED(TYP.) ED(TYP.) 2'5"2'7"3'8"2'2" 3'10" 4'1" 4'9"7" 4'1" 3'11" 5'9" 5" 2'1" 1'11" 9"2'4"3'1"2'11"3'3" 3'11" 3' 5'2" 4'1" 4'7"2'11"2'9"1'4"1'7" 2'9" 2'1"2'7"2'11" 3'4" 3'9" 2'10" 6'3" 5'4" 5'3" 4'9" 5'7"3'10" 4'11" 5'11" 6'8"6'11" 3'10" 1'6" 4'1"4'2" 4'7" 5'9" 5'8"4'8"5'11" 3'11" 4'1" 3'9" 4'5" 2'11"3'1" 5'2" 4'11" 4'7"4'1"4'6" 4'8"4'6" 5'3" 4'6"4'9"4'11" 3'7" HH HHHHHH ELEC VLT 2 WM ELEC VLT HHHH SLHH SOUTHRENTON RULES &REGULATIONSLOADLIMIT LP W / SPEEDLIMIT SIGN SLHH HANDICAP GUIDELINES PERMITPRKGBIKESTORAGEHANDICAP NO PARKFIRE LANE WV ELECPED GROUNDROD STOPSIGN BUSINFO STOPSIGN STOPSIGNBUSINFO HANDICAPSOUTHRENTON SOUTHRENTONSOUTHRENTON PERMITPRKG PERMITPRKG 1.5' RET WALLPLANTER 1.5' RET WALLPLANTER MWEL=26.43MWEL=27.18 MWEL=27.18 MWEL=27.04 MWEL=27.17 MWEL=26.07 MWEL=27.58MWEL=26.71 MWEL=26.87 MWEL=27.59 MWEL=27.00 MWEL=26.12 MWEL=26.25 MW RTN001-13EL=26.03 MWEL=26.11 MW RTN002-05EL=26.32 MW RTN002-06EL=26.35 2'10" 3'10" 3'0" 4'0" 4'3"4'6" 4'11"5'0" 5'5" 6'0" 6'3" 6'6"7'0"7'2" 7'9" 8'0" 8'2"8'6"10'0" 10'7" CO 2 WV ELECVLT HH HH CO INLET PROTECTION SILT FENCE COMPOST SOCK CONSTRUCTION FENCE LEGEND: SFSF STABILIZED CONSTRUCTION ENTRANCE CONCRETE WASHOUT AREA 20 40 SCALE IN FEET 01020 (1" = 20') N MA T C H L I N E : R A I N I E R S T A 2 0 8 + 5 0 SE E D W G BT 1 2 0 - C T P 1 0 2 No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 4 / 2 5 | 11 : 4 3 A M | SA K S H I G C: \ P W W O R K I N G \ J A C O B S _ B & I \ S A K S H I G @ O S B O R N C O N S U L T I N G . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C T P 1 0 1 - 1 0 6 . D W G S1-BT120-CTP101-106 FACILITY ID: Xrefs: xS1-BT120-VRX001 xS1-BTP120-VSF100 xS1-BT120-CPP001 xBRT-CUD05-TB22x34 xS1-BTP120-GZK010 xS1-BT120-CAP001 xS1-BT120-CMP001 xS1-BT120-CTP001 xS1-BT120-CTN101 GB-SEAL-SS56324 xS1-BT120-CDP001 xS1-BT120-RPP001 xS1-BT120-CZN002 OSBORN CONSULTING INCORPORATED M A T C H L I N E S E E D W G B T 1 2 0 - C T P 2 0 1 4 102 103 106 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 KEY MAP SW GRAD Y WAY 101 104 105 106 107 1 1 1 12 2 1 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL TESC PLAN RAINIER STA 208+50 TO RAINIER STA 212+42.13 BT120-CTP103 BT120 052 1 S. SRIDHARAN H. ONG R. PARISH S. SRIDHARAN 0 12/10/2024 SS RP SS ISSUED FOR BID 1 06/13/2025 SS RP SS ADDENDUM #1 RTA/CN 0205-24 1"=20' 1 6-9-2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433252 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. KEY NOTES: 1 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. 2 INSTALL INLET PROTECTION PER COR STD PLAN 216.30. SEE DRAWING BT120-CTD102 FOR DETAILS. 3 INSTALL 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 INLET PROTECTION SILT FENCE COMPOST SOCK CONSTRUCTION FENCE LEGEND: SFSF STABILIZED CONSTRUCTION ENTRANCE CONCRETE WASHOUT AREA X X X XXXXXXXXXX X X X X X CONC VLT SSMH 36"Ø C O N C RIM=26. 4 9 IE 18" C O N C N W = 1 2 . 3 IE 18" C O N C E = 1 2 . 3 IE 8" C O N C S = 1 3 . 0 RIM=2 5 . 8 5 CB RIM=26. 7 8 IE 8" DI S = 2 5 . 5 WAT=2 5 . 3 B O T = 2 2 . 9 CB RIM=26. 2 0 CB RIM=25. 9 0 SS SS SS SS SS SS SS SS SS SD 1 8 " C O N C SW GRASS GRASS 43" TR E E 45' DL N 32" TR E E 34' DL N 11" TR E E 31' DL N 5" TRE E 12' DLN 12" TR E E 28' DLN 11" TR E E 28' DL N 5" TRE E 11' DL N 5" TRE E 11' DL N 10" ST U M P 11" ST U M P 11" ST U M P C O N C B E N C H C O N C B E N C H YIELD A R T W O R K L A N D S C A P I N G MULTI P L E 6" TRE E S 35' DLN CONC SEAMS (TYP) OE OE OE OE OE OE OE OE SW SWE E HH HH 2 HH HH 2ELEC VLT E E E E E E E E E E E E E E E EEE E EEEEE E E E E E E E E E E E FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO W W W W SD SD SD SD SD SD SD SD SD SD SD SD FO FO FO FO FO FO FO FO FO FO SD SD S D FO FO FO OEOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE CB 1.6' X 2. 1 ' C O N C RIM EL = 2 6 . 9 IE 12" R C P N E = 2 3 . 2 IE 8" DI S W = 2 3 . 2 IE 8" DI N W = 2 3 . 6 WAT=2 3 . 2 B O T = 2 2 . 0 0 CB 1.7' X 2. 2 ' C O N C RIM EL= 2 6 . 5 5 IE 4" CO N C W = 2 5 . 2 WAT=25. 2 B O T = 2 4 . 9 CB 1.9' X 2.4 CONC RIM EL=26.10 IE 8" CONC S=24.4 WAT=24.7 BOT=21.8 SD SD CB 1.6' X 2.1 ' C O N C RIM EL=2 6 . 9 IE 8" DI N = 2 4 . 9 IE 8" DI N E = 2 4 . 6 IE 8" DI N W = 2 4 . 9 WAT=24. 5 B O T = 2 3 . 2 4" CONC SL FO FO FO FO FO FO FO SS SS SS SS SS SS SS SS SS SS SS C O M C A S T COMCAST CO M C A S T C E N T U R Y L I N K F O CENTUR Y L I N K F O 2-PSE 2-PSE PSE 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 0.5" CA B L E C O M M TOP O F C N D = 2 5 . 4 5 FO VLT TH 40 GND E L = 2 7 . 3 3 DUG 5' D I D N O T F I N D TH 43 GND EL = 2 6 . 9 8 DUG 6' D I D N O T F I N D TH 42 GND E L = 2 6 . 9 8 2-6" P O W E R C N D TOP O F C N D = 2 3 . 9 9 3'6" DP 5'9" DP 7'2" DP 6'11" DP 7' DP 6'6" DP 4'4" DP 4'3" DP 3'7" DP 2' DP 8 ' 5 " D P 8 ' 1 1 " D P 8 ' 1 0 " D P 9 ' D P 4'DP 3'7" DP 400 W W E E E E E TTTT CONC SEAMS (TYP) WV WV C C CB 48"Ø CONC RIM EL=26.77 IE 12" RCP W=22.4 IE 8" CONC N=22.3 IE 12" RCP E=22.2 BOT=20.3 SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDMH 2.0' X 1. 5 ' C O N C RIM EL= 2 5 . 7 3 IE 8" CO N C S W = 2 3 . 5 IE 8" CO N C E = 2 2 . 2 IE 12" R C P W = 2 2 . 0 IE 12" R C P N = 2 2 . 0 IE 12" R C P S = 2 1 . 9 WAT=21. 7 B O T = 2 1 . 4 SD SD SD 6' DP 4' DP 6'11" 8' 1 1 " ED (TYP.) 4'7 " 4'1" 4'6" 4'8"4'6" TH-15162GND=27.331" PVC POWERTOP OF CND=25.67 TH-15156-AGND=26.982-6" PVC POWERTOP OF CND=23.98 TH-15156-BGND=26.982-4" FIBER OPTICTOP OF CND=24.05 TH-15142-AGND=26.694" FIBER OPTICTOP OF CND=23.66 TH-15142-BGND=26.694" FIBER OPTICTOP OF CND=23.77 TH-15140-AGND=26.696" POWERTOP OF CND=23.64 TH-15140-BGND=26.696" POWERTOP OF CND=23.78 TH-15153GND=27.571" POWERTOP OF CND=26.50 TH-15161GND=26.286" DI WATERTOP OF PIPE=21.90 TH-375- C - A GND EL = 2 7 . 2 1 4" PVC C O M M TOP O F C N D = 2 4 . 7 4 TH-374- P GND EL = 2 7 . 2 1 2.5" PV C P O W E R TOP O F C N D = 2 6 . 1 2 TH-151 5 5 - P GND E L = 2 7 . 4 8 2.5" PV C P O W E R TOP O F C N D = 2 6 . 4 4 TH-368 - C - A GND E L = 2 7 . 4 2 4" PVC C O M M TOP O F C N D = 2 1 . 6 0 TH-368- C - B GND E L = 2 7 . 4 2 4" PVC C O M M TOP O F C N D = 2 1 . 5 0 TH-367- F O GND EL = 2 7 . 4 5 2.5" PV C F I B E R O P T I C TOP O F C N D = 2 6 . 0 9 TH-366- P GND EL = 2 7 . 4 7 2.5" PV C P O W E R TOP O F C N D = 2 6 . 2 7 TH-363 - F O GND E L = 2 7 . 5 6 2.5" PV C F I B E R O P T I C TOP O F C N D = 2 6 . 0 2 TH-151 5 4 - S GND E L = 2 6 . 9 6 12" RC P S T O R M TOP OF P I P E = 2 4 . 2 9 TH-360- C - B GND EL = 2 7 . 5 9 4" PVC C O M M TOP O F C N D = 2 1 . 1 5 TH-360- C - A GND E L = 2 7 . 5 9 4" PVC C O M M TOP O F C N D = 2 1 . 4 4 TH-359 - C GND E L = 2 7 . 5 3 2.5" PV C C O M M TOP OF C N D = 2 5 . 4 6 TH-358 - P GND E L = 2 7 . 4 6 2.5" PV C P O W E R TOP O F C N D = 2 6 . 4 3 TH-356- P GND EL = 2 7 . 5 9 2.5" PV C P O W E R TOP O F C N D = 2 6 . 4 4 TH-402- F O GND EL = 2 7 . 5 9 2.5" PV C P O W E R TOP O F C N D = 2 6 . 3 0 TH-352 - P GND E L = 2 7 . 5 9 2.5" PV C P O W E R TOP O F C N D = 2 5 . 8 6 TH-351 - P GND E L = 2 7 . 4 7 2" STE E L P O W E R TOP OF C N D = 2 6 . 3 1 TH-151 6 3 - W GND E L = 2 7 . 2 5 8" DI W A T E R TOP O F P I P E = 2 1 . 0 0 TH-151 6 8 - C GND EL = 2 7 . 0 8 DUG 1 3 ' D I D N O T F I N D TH-151 6 9 - C GND E L = 2 7 . 6 8 DUG 1 3 ' D I D N O T F I N D SD SD SD SD SD SD SD SD SD TH-BR T - 3 8 2 P GND EL = 2 6 . 8 8 7 X 1 4" CABL E S P O W E R TOP O F B U N D L E = 2 4 . 7 4 TH-BR T - 3 7 9 C - A GND E L = 2 6 . 8 2" PVC C O M M TOP O F C N D = 2 0 . 2 6 TH-BRT - 1 5 0 8 2 F O - B GND E L = 2 6 . 6 2 4" PVC U N K N TOP O F C N D = 2 1 . 4 6 TH-BR T - 3 7 9 C - B GND E L = 2 6 . 8 2" PVC C O M M TOP O F C N D = 2 0 . 2 9 TH-BR T - 4 1 0 C GND E L = 2 6 . 9 5 2" PVC C O M M TOP O F C N D = 2 4 . 8 5 TH-BR T - 3 8 1 F O GND E L = 2 6 . 7 5 4" PVC C O M M TOP O F C N D = 2 2 . 3 6 2 WV CB 1.6' X 2.1' CONC RIM EL=25.93 IE 6" PVC NW=23.8 IE 6" PVC S=23.7 WAT=23.7 BOT=23.3 HH S D S D rec. no. 8 7 0 2 2 5 0 4 7 5 LIMITS O F P U B L I C U T I L I T Y EASEM E N T ////////////////////// S GRADY WAY GRADY 151+00 GRADY 152+00 GRADY 153+00 GRADY 154+00 GRADY 155+00 GRADY 156+00 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF CONC CONC CONC SIGN DEBRIS SIGN SIGN SIGN / / / / CONC UT UT UT UT H H H H H VLT VLT VLT VLT VLT VLT HH VLTS VLT BUS SHELTERTRASHBIN BUSSIGN TRASHBIN BUS SIGNPOWERCABINET SW SW SW SW DRW DRW YIELD BUSSIGN BUS SHELTER TRASHBIN YIELD SW SW SW DRW DRW SW SW DRW SW SW SW SW DRW CONC WA L L SSMH36"Ø CONCRIM=25.17IE 8" PVC N=20.7IE 6" PVC W=20.7 SSMH36"Ø CONCRIM=27.97IE 8" VC NE=14.5IE 8" CONC S=13.9 SSMH36"Ø CONCRIM=26.49IE 18" CONC NW=12.3IE 18" CONC E=12.3IE 8" CONC S=13.0 SSMHRIM=27.27UNABLE TO OPEN SSMH48"Ø CONCRIM=25.79IE 8" CONC NE=17.1IE 6" CONC E=18.5IE 8" DI SE=21.8IE 8" VC SW=18.2 SSMHRIM=28.40IE 8" CONC N=13.2IE 18" CONC SE=10.4IE 18" CONC NW=10.2 36" CM P 36" DI 30" CONC 30" CONC 27" CONC 27" CONC 27" CONC 24" CMP 12" C O N C 4" CON C 6" DI 12" CPP 12" CP P 12" CO N C 6" CONC 6" CONC 6" CONC 6" PV C 12" DI 12" CONC 12" CONC 6" CON C 15" CM P 15" C M P 6" CONC 8" VC 8" CO N C 18" C O N C HH TT TETS SLHH TMH GVCO 2WV FOFO2FOMH GVGV GV COITSVLT2TS LTVLT WV4WV LTVLT TC SLHHLTHHCENTURY L I N K VLT WV ELECVLT WV GV TS LTHH TS LTVLTELECVLT2 MISCMH TS-LTVLT GV GVSLHHHHLTHHTCHH FOFOMH FOFOMH FOFOMHTS LTHH MW LTHHTMH ICVICV 2WV TMH GV WVWVWV BROADBANDVLTLTHH ICVICVICVICVICVHHWV WV ELECVLT HH CO COICVICV 2HH WM ELECVLT LT HHWV ELEC VLT2WM WV LT HH ELECVLT LTHHWMICV GV GATE CW SW SW YIELDFH CONCBENCH YIELD 4' WO O D F N C USECROSSWALK CW SWCONC BENCHCONC BEN C H YIELDARTWORKCONC DRW 35MPH DRW SW CONC SEAMS (TYP) SW SW SW DRW DRW E CO E E E E E E E E W E EE EEEE WV WV 3WV WV WV 3WV WV WV WV WV3WVWV WV WV HH HH HH HH HH HH HH HH HH HH HH HHHH HH HHHH HHHH HH HH HH 3HH HH HH HH HH HH HH HH HHHH HH HH HH HHHH HH 2 HH HH ELEC V L T ELECVLT ELEC V L T 4ELEC VLT ELECVLT ELECVLT 2ELEC VLT ELECVLT 3IRRG 2IRRG 2IRRG GV GV GV WM WM ELECVLT E HH 2WV HH ELECVLT HH HH WM CO GV GV GM WM WM WM WM WV WV 3WV WV WM W VLT 2VLTS HH T TSHHHH HH HH HH HH TMH VLT TS VLTHH VLT 2" DROP 2" DROP HH GM FO FO FOFO FO FO FO FO 6" CONC HH HH 12" RCP /// / // / / // / / / X 6' CLEF 6' TEMP CLEF X 6' TEMP CLEF 6' TEMP CLEF 6' TEMPCLEF SOUNDCOLLISIONCENTER 8' CLEF X 5.5' CLEF PP PP PP SIGN LOADLIMIT USECROSSWALK SW PARK &RIDE USECROSSWALK 2' FNC GATE // 6' CLEF 5.5' CLEF 6' CLEF BLDGEQUIP GAZEBO CONCELECEQUIP SIGN ONCONC BASE SIGN ONCONC BASE SIGN ONCONC BASE SIGN ONCONC BASE SOUNDCOLLISIONCENTER SW SW SW SW SW MAZDASIGN SW SW SW / / // / / SIGN ONCONC BASE SIGN ONCONC BASE CONC BASEREMOVED LT 4 BLRD 3 BLRD 3 BLRD 2 BLRDPM 6' TEMP C L E F 6' CLEFWELCOME TOTRUCK CITY SIGN SIGN 2 BLRD / / / /// / / / // / //// / // / // / / / / // / 3 BLRD 6' TE M P C L E F SIGN ONCONC BASE BLDEQUIP SIGN POST ONCONC BASE 6' CLEF SIGN PIV GATE STORAGESHED MISCVALV SHELTERCANOPY 15 MPHSIGN BLDG BLDG BLDG BLDG INLETRIM EL=24.52NEEDS TRAFFIC CONTROL CBRIM=25.13NEEDS TRAFFIC CONTROL SSMHRIM=25.21NEEDS TRAFFICCONTROL SSMHRIM=26.31NEEDS TRAFFIC CONTROL SSMHRIM=24.31NEEDS TRAFFIC CONTROL SSMHRIM=28.66NEEDS TRAFFIC CONTROLSSMHRIM=28.75NEEDS TRAFFIC CONTROL 12" RCP 8" CONC 8" CONC4" CONC 30" C P P 24" CP P 18" DI 18" DI 12" CPP 12" CPP 12" CPP SS METAL POLE METAL POLE METAL POLE /// / SL SL FOFO W SD S S SS COMCAST COMCAS T COMCAST COMCAST COMCAST COM C A S T COMCA S T COMC A S T COMC A S T COMC A S T COMC A S T COMCAST COMCAST COMCAST COM C A S T COMC A S T COMC A S T COMCAST COM C A S T COMCAST COMCA S T COMC A S T COMCAST COMCAST FO COMCAS T CENTURYLINK CENTURYLI N K F O CENTURYLINK FO CENTURYLINK FOCENTURYLINK F O CENTURYLINK FO CENTURYLINK FO CENTUR Y L I N K F O PSE 2-PSE 2-PSE 3-PSE PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE RENTONRENTON RENTON RENTON RENT O N RENTO N RENTO N RENTO N RENTON RENTON RENTON RENT O NRENTON RENTO N RENTO N RENT O NRENT O N WSDOT F O WSDO T F O 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO F O 2-ZAYO FO PSE GAS PSE G A S PSE GA S PSE GAS PSE GAS PSE GAS PSE GA S PSE GAS PSE GAS PSE GAS PSE G A S PSE GA S PSE GAS PSE GAS UTIL VLT HH HH HH UNKNOWN UTILITY FOVLT HH HH HH ELECVAULT HH 2WM HH GV IRRG BOREHOLEGA-10EL=26.31 BOREHOLESB-1EL=27.17 BOREHOLEGA-14EL=26.36 BOREHOLEP-14EL=25.43 BOREHOLEP-12EL=25.14 BOREHOLEGA-1EL=25.09 BOREHOLEGA-2EL=25.98 MWEL=25.08 BOREHOLERW10EL=25.30 MWGWMW-3EL=26.16 BOREHOLEGA-3EL=25.97 MWGWMW-1EL=26.60 BOREHOLEGA-4EL=26.06 BOREHOLESH-5EL=26.22 BOREHOLEGA-8EL=26.69 BOREHOLEGA-5EL=27.71 BOREHOLEGA-7EL=27.67 BOREHOLEGA-6EL=27.90 BOREHOLEGA12EL=26.45 BOREHOLEGA-13EL=26.06 BOREHOLEP-15EL=25.66 7'11" DP11' DP4'9" DP4'9" DP13'6" DP6'3" DP 5'8" DP 4'1" DP 3'6" DP 4'8" D P 12'6" DP13'6" DP11'6"DP10' DP 2'2" DP 2'8" DP2'7" DP 2'8" DP 3'6" DP 3'9" DP 3'10" DP4'3" DP 2'3" DP 1'7" DP 4'11" DP5'2" DP 4'6"DP3'5"DP 5'7" D P 2'7"DP2'4"DP 5'8" D P 3' DP 3'9" D P3'6"DP 4'11" DP 6'7" DP 3'9" DP 2'2" DP 2'4" DP 5'8" DP 8'6" DP 9'11" DP 10' DP 2'DP 5'10" D P 10' DP 3'8" DP3'11"DP 5'1" DP5'3" DP 5'2" DP 6'4" DP6'3" DP 6'7" DP 2' DP 3'2"DP2'6" DP 1'4" DP 2'1" DP 7' DP 7' DP 2'8" DP 4'11" DP 6'3" DP 8' DP 2'2" DP1'3"DP 2'5" DP 1'10" D P 2'3" DP 4'11" DP 3'11" D P 2'8" DP 3'6"DP 3'10" DP 2'7" DP 2'4" DP3'4" DP 3'10" DP3'5" DP 3'2" DP 3'11" DP3'9" DP 2'4" D P 3'3" DP 5'5"DP 4'10" DP 4'4" DP 5'3" DP 1'10" D P 1'2" DP 1'6" DP 1'8" DP 2'3" DP 5'6" DP 4'8" DP5'8" DP3'11" DP6'1" DP 6'4" DP6'1" DP5'4" DP 4' DP5'4" DP4'11"DP4' DP 3'6" DP 5' DP 5'11" DP 6'9" DP5'4" DP7'11" DP6'7" DP 4'5" DP 2'8" DP 6'9" DP 6' DP 7'6" DP 5'6" DP 1'9" DP2'5" DP 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"WABAN-W ABAN-W ABAN-W ABAN-W ABAN-W ABAN-W ABAN-W ABAN-W ABAN- W ABAN- W 12"W 12"W 12"W 12"W 12"W 12"W 400 404 418 CONC SEAMS (TYP) WV WV CO SSMHRIM EL=25.10IE 6" DI NE=23.3IE 6" PVC SW=22.83WAT=22.9 BOT=19.4IT IS BELIEVED THIS STRUCTUREAND THE ASSOCIATED PIPES MAYBE STORM DRAIN, NOT SEWER.2 BLRD FH 2'4' HH 4'11" DP5'5" DP 2'6" DP1'3" DP 1'11" DP 2'2" DP 2'2" DP BROADBANDVAULT 2'11" DP 3' DP2'3" DP 1'11" DP 2'3" DP3'11" DP 4'11" DP 5'2" DP4'4" DP 5'5"DP6'7" DP 4'2" DP 2'4" DP12' DP 6'11" 3'6" 4'8" 8'11" 1'7" 2' 3'9" 4'10" 6'9"4'5" ED(TYP.) ED(TYP.) ED(TYP.) ED(TYP.) 2'5"2'7"3'8"2'2" 2'9" 4'2' 3' 3'3'3' 3'10" 4'1" 4'9"7" 4'1" 3'11" 5'9" 5" 2'1" 1'11" 9"2'4"3'1"2'11"3'3" 3'11" 3' 5'2" 4'1" 4'7"2'11"2'9"1'4"1'7" 2'9" 2'1"2'7"2'11" 3'4" 3'9" 2'10" 4'9" 4'11"2'8"2'1"2'8"2'7"2'5" 7"1'1" 1'4" 2'2'1" 2'9" 6'3" 5'4" 5'3" 4'9" 5'7"3'10" 4'11" 5'11" 6'8"6'11" 3'10" 1'6" 4'1"4'2" 4'7" 5'9" 5'8"4'8"5'11" 3'11" 4'1" 3'9" 4'5" 2'11"3'1" 5'2" 4'11" 4'7"4'1"4'6" 4'8"4'6" 5'3" 4'6"4'9"4'11" 3'7" 4' 1' HH HHHHHH ELEC VLT 2 WM ELEC VLT HHHH SLHH SOUTHRENTON RULES &REGULATIONSLOADLIMIT LP W / SPEEDLIMIT SIGN SLHH HANDICAP GUIDELINES PERMITPRKGBIKESTORAGEHANDICAP NO PARKFIRE LANE WV ELECPED GROUNDROD STOPSIGN BUSINFO STOPSIGN STOPSIGNBUSINFO HANDICAPSOUTHRENTON SOUTHRENTONSOUTHRENTON PERMITPRKG PERMITPRKG 1.5' RET WALLPLANTER 1.5' RET WALLPLANTER MWEL=26.43MWEL=27.18 MWEL=27.18 MWEL=27.04 MWEL=27.17 MWEL=26.07 MWEL=27.58MWEL=26.71 MWEL=26.87 MWEL=27.59 MWEL=27.00 MWEL=26.12 MWEL=26.25 MW RTN001-13EL=26.03 MWEL=26.11 MW RTN002-05EL=26.32 MW RTN002-06EL=26.35 2'10" 3'10" 3'0" 4'0" 4'3"4'6" 4'11"5'0" 5'5" 6'0" 6'3" 6'6"7'0"7'2" 7'9" 8'0" 8'2"8'6"10'0" 10'7" CO 2 WV ELECVLT HH HH WSD O T L I M I T E D A C C E S S SOU R C E : A S - B U I L T WSDO T L I M I T E D A C C E S S SOU R C E : A S - B U I L T EXIS T I N G B A T L A N E CO 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL TESC PLAN GRADY STA 151+00 TO GRADY STA 156+50 BT120-CTP104 BT120 053 1 S. SRIDHARAN H. ONG R. PARISH S. SRIDHARAN 0 12/10/2024 SS RP SS ISSUED FOR BID 1 06/13/2025 SS RP SS ADDENDUM #1 RTA/CN 0205-24 1"=20' N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 4 / 2 5 | 11 : 4 3 A M | SA K S H I G C: \ P W W O R K I N G \ J A C O B S _ B & I \ S A K S H I G @ O S B O R N C O N S U L T I N G . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C T P 1 0 1 - 1 0 6 . D W G S1-BT120-CTP101-106 FACILITY ID: Xrefs: xS1-BT120-VRX001 xS1-BTP120-VSF100 xS1-BT120-CPP001 xBRT-CUD05-TB22x34 xS1-BTP120-GZK010 xS1-BT120-CAP001 xS1-BT120-CMP001 xS1-BT120-CTP001 xS1-BT120-CTN101 GB-SEAL-SS56324 xS1-BT120-CDP001 xS1-BT120-RPP001 xS1-BT120-CZN002 OSBORN CONSULTING INCORPORATED 3 1 3 7 3 MA T C H L I N E : G R A D Y S T A 1 5 1 + 0 0 SE E D W G BT 1 2 0 - C T P 1 0 1 MA T C H L I N E : G R A D Y S T A 1 5 6 + 5 0 SE E D W G BT 1 2 0 - C T P 1 0 5 MATCHLINE: SEE DWG BT120-CTP205 MATCHLINE: SEE DWG BT120-CTP204 102 103 106 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRAD Y WAY 101 104 105 KEY MAP 106 107 7 7 1 2 1 1 6-9-2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433253 X X UT VLT IE 6" DI W = 2 6 . 0 WAT=2 6 . 4 B O T = 2 4 . 5 WAT=2 0 . 6 B O T = 1 9 . 1 2.2' X 1. 9 ' C O N C RIM=24. 9 5 IE 12" C O N C S E = 2 0 . 9 WAT=2 1 . 5 B O T = 1 9 . 3 S D S D SW T T T T T T T T T T T E EEEEEE T TS HH HH HH HHHH HH TMH VLT TS VLT HH VLT HH E EEEEEEEEEEE E E E E E E E E E FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO SDSDSDSD SD SD SD SD SD SD SD SD SD SD SD SD SD FO FO FO HH HH 1 2 " R C P ///////////////// / / / / / / / // / X X X X X X X X LOAD LIMIT USE CROSS W A L K SW PARK & RIDE USE CROSS W A L K X X X X 2' FNC GATE / / /////// 6' CL E F LANDS C A P I N G LAND S C A P I N G SW MAZDA SIGN GRASS SW SW SW /////////// / / / ////////////// / // SHELT E R CANOP Y CB 2.2' X 1. 9 ' C O N C RIM EL= 2 5 . 0 2 IE 12" R C P E = 2 1 . 8 WAT=21 . 9 B O T = 2 0 . 4 CB 1.9' X 2.2 ' C O N C RIM EL=2 4 . 2 3 IE 8" CO N C E = 2 2 . 5 IE 8" CPP S = 2 2 . 6 CB 1.9' X 2. 2 ' C O N C RIM EL= 2 4 . 6 8 IE 12" R C P N E = 2 1 . 1 IE 12" R C P W = 2 1 . 0 WAT=21 . 7 B O T = 1 9 . 8 CB 1.9' X 2 . 2 ' C O N C RIM EL = 2 5 . 3 3 IE 8" C O N C E = 2 3 . 8 WAT=2 3 . 4 B O T = 2 2 . 8 SD SD SD SD SD SD SDMH RIM=15. 0 2 NEEDS T R A F F I C C O N T R O L CB RIM=25. 1 3 NEEDS T R A F F I C C O N T R O L 12" RCP 8" CONC 8" CONC SL FO FO FO FO FO FO FO FO FO FO FO SS CENTURYLINK FO CENTURYLINK FO 2-PSE 2-PSE 2-PSE 2-PSE 2-ZAYO FO 2-ZAYO FO 2-ZAY O F O 2-ZAYO FO TOP CE N T E R O F C N D = 2 4 . 7 3 TH SR T C - 3 7 GND=2 6 . 1 3 DNF W TH SR T C - 3 7 A GND=2 6 . 1 7 DNF W EEEEE 7'11" DP11' DP 4'9" DP 4'9" DP 13'6" DP 6'3" DP 5'8" DP 12'6" DP13'6" DP11'6" DP 10' DP 4'8" DP5'8" DP3'11" DP6'1" DP6'4" DP6'1" DP5'4" DP TTTTTT E SD SD SDHH 5'5" DP 6'7" DP 4'2" DP 2'4" DP 12' DP ED (TYP.) 5'3"4'6"4'9" 4' 1 1 " 3' 7 " MW EL=26.4 3 TH-342 GND=2 6 . 4 3 DUG 5' D I D N O T F I N D TH-150 7 2 GND=2 6 . 2 9 DUG 40 " D I D N O T F I N D TH-150 7 0 GND=2 6 . 0 6 DUG 50 " D I D N O T F I N D TH-150 6 9 GND=2 6 . 1 7 DUG 27 " D I D N O T F I N D TH-151 7 3 - P GND EL = 2 6 . 5 8 4" PVC P O W E R TOP O F C N D = 2 3 . 2 6 TH-345 - P GND E L = 2 6 . 0 8 TOP O F C D F = 2 4 . 9 3 WIDTH O F C D F = 4 ' TH-343- P GND E L = 2 6 . 2 6 2" PVC P O W E R TOP O F C N D = 2 4 . 6 9 TH-395 - F O GND E L = 2 6 . 4 6 2" PVC F I B E R O P T I C TOP O F C N D = 2 5 . 0 3 TH-394- P GND EL = 2 6 . 2 2 2" PVC P O W E R TOP O F C N D = 2 5 . 5 0 SD SD CB 1.8' X 2. 1 ' C O N C RIM EL = 2 4 . 2 IE 12" R C P N E = 2 1 . 1 IE 12" R C P S W = 2 0 . 9 IE 12" R C P N W = 2 1 . 2 0 WAT=2 1 . 1 0 B O T = 1 9 . 5 WOOD R E A C H E D AT 30" D I D N O T F I N D TH-BR T - 1 5 1 7 5 P GND E L = 2 5 . 4 2 4" PVC P O W E R TOP O F C N D = 2 3 . 8 5 TH-BR T - 1 5 1 7 6 F O GND E L = 2 5 . 3 7 3" PVC C O M M TOP O F C N D = 2 3 . 7 3 TH-BR T - 3 9 6 P GND E L = 2 5 . 6 0 DUG 4' D I D N O T F I N D TH-BR T - 1 5 1 7 7 P GND E L = 2 5 . 6 1 DUG T W O H O L E S AT 3.5' D I D N O T F I N D TH-BR T - 1 5 0 8 2 - A GND E L = 2 6 . 6 2 2 X 2" P V C C O M M TOP OF C N D = 2 4 . 0 6 TH-BR T - 3 9 0 P - A GND E L = 2 6 . 5 5 1" PVC P O W E R TOP OF C N D = 2 3 . 9 1 TH-BR T - 3 9 0 P - B GND EL = 2 6 . 5 5 6 X 1 4" CABL E S P O W E R TOP OF B U N D L E = 2 3 . 6 1 TH-BRT - 3 8 8 F O GND E L = 2 6 . 5 6 2" PVC C O M M TOP O F C N D = 2 5 . 0 1 TH-BR T - 3 8 7 P GND E L = 2 6 . 5 4 DUG 5' DID NO T F I N D TH-BR T - 3 9 2 P GND E L = 2 6 . 2 9 DUG 5' DID NO T F I N D TH-BR T - 3 8 1 F O GND E L = 2 6 . 7 5 4" PVC C O M M TOP O F C N D = 2 2 . 3 6 HH CB 1.6' X 2.1' CONC RIM EL=25.90 IE 6" CONC NE=22.9 IE 6" CONC W=22.8 IE 6" CONC E=22.8 WAT=23.0 BOT=22.0 CB 1.6' X 2.1' CONC RIM EL=25.77 IE 4" PVC W=24.5 WAT=24.4 BOT=23.4 CB 1.6' X 2.1' CONC RIM EL=25.93 IE 6" PVC NW=23.8 IE 6" PVC S=23.7 WAT=23.7 BOT=23.3 REC NO . 9 1 0 3 1 1 0 8 4 3 15' PUB L I C U T I L I T Y E A S E M E N T REC N O . 7 4 0 7 3 0 0 4 7 6 ELECT R I C T R A N S M I S S I O N / DISTRI B U T I O N E A S E M E N T O V E R PARCEL D REC NO . 7 4 0 7 3 0 0 4 7 6 ELECTR I C T R A N S M I S S I O N / DISTRI B U T I O N E A S E M E N T O V E R PARCE L C 20' PUB L I C U T I L I T Y E A S E M E N T APPRO X C E N T E R L I N E O F E S M REC N O 2 9 2 4 6 1 7 , T O P S P & L . POWER P O L E S T O B E S E T "NEAR" T H I S L I N E , B E I N G T H E PROJE C T E D W E S T L I N E O F SHATT O C K A V E . N O E S M WIDTH P R O V I D E D I N T H E LINE S T R U C T U R E S . REC N O . 8 6 0 3 0 2 0 0 3 7 9 , OVERH E A D P O W E R E S M T T O SEATTL E C I T Y L I G H T S GRADY WAY LAKE 399+48 LAKE 400+00 LAK E 4 0 1 + 0 0 GRADY 160+46GRADY 157+00 GRADY 158+00 GRADY 159+00 GRADY 160+00 LAKE STA 400+00.05 = GRADY STA 158+70.91 RAILAKDW 722+12 RAILAK D W 7 1 9 + 0 0 RAILAKDW 7 2 0 + 0 0 RAILA K D W 7 2 1 + 0 0 RAILAKDW STA 722+12.21 = LAKE STA 401+91.32 LAK E A V E S SF SF SF SF SF SF SF SF SF SF SF 1 . 5 0 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. KEY NOTES: 2 INSTALL INLET PROTECTION PER COR STD PLAN 216.30. SEE DRAWING BT120-CTD102 FOR DETAILS. 3 INSTALL 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. 9 CONSTRUCTION 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. POTENTIAL TEMPORARY SEDIMENT STORAGE TANKS AND INLET PROTECTION SILT FENCE COMPOST SOCK CONSTRUCTION FENCE LEGEND: SFSF STABILIZED CONSTRUCTION ENTRANCE CONCRETE WASHOUT AREA CONC CONC CONC SIGN DEBRIS SIGN SIGN SIGN / / / / CONC UT UT UT UT H H H H H VLT VLT VLT VLT VLT HH VLTS VLT BUS SHELTERTRASHBIN BUSSIGN TRASHBIN SW SW SW SW DRW DRW18" TREE±46' DLN YIELD 10" TREE±8' DLN10" TREE±10' DLN 6" TREE±12' DLN 4" TREE±22' DLN BUSSIGN 6" TREE±10' DLN BUS SHELTER TRASHBIN YIELD 6" TREE±16' DLN 6" TREE±18' DLN 6" TREE±12' DLN 8" TREE±14' DLN 8" TREE±20' DLN 6" TREE±14' DLN 6" TREE±14' DLN 6" TREE±14' DLN 6" TREE±14' DLN SW SW SW DRW DRW SW SW DRW SW SW SW SW DRW CONC WA L L SSMH36"Ø CONCRIM=25.17IE 8" PVC N=20.7IE 6" PVC W=20.7 SSMH36"Ø CONCRIM=27.97IE 8" VC NE=14.5IE 8" CONC S=13.9 SSMH36"Ø CONCRIM=26.49IE 18" CONC NW=12.3IE 18" CONC E=12.3IE 8" CONC S=13.0 SSMHRIM=27.27UNABLE TO OPEN SSMH48"Ø CONCRIM=25.79IE 8" CONC NE=17.1IE 6" CONC E=18.5IE 8" DI SE=21.8IE 8" VC SW=18.2 SSMHRIM=28.40IE 8" CONC N=13.2IE 18" CONC SE=10.4IE 18" CONC NW=10.2 36" CM P 36" DI 30" CONC 30" CONC 27" CONC 27" CONC 27" CONC 24" CMP 12" C O N C 4" CON C 6" DI 12" CPP 12" CP P 12" CO N C 6" CONC 6" CONC 6" CONC 6" PV C 12" DI 12" CONC 12" CONC 6" CO N C 15" CM P 15" C M P 6" CONC 8" VC 8" CO N C 18" C O N C TT TETMH GVCO 2WV FOFO GVGV GV CO WV4WV WV WVGV2 MISCMH GV GV FO FO FO MW TMH ICVICV 2WV TMH GV WVWVWVICVICVICVICVICV WV WV CO COICVICV WM WV 2WM WV WM ICV GV GATE CW SW SW YIELDFH CONCBENCH YIELD 9" TREE10' DLN 6" TREE8' DLN8" TREE9' DLN 11" TREE10' DLN 11" TREE27' DLN14" TREE24' DLN 10" TREE20' DLN 14" TREE23' DLN14" TREE25' DLN 14" TREE25' DLN GRASS GRASS 4' WO O D F N C USECROSSWALK CW SW GRASS GRASS 37" TREE40' DLN 43" TREE45' DLN 32" TREE34' DLN 11" TREE31' DLN 5" TREE12' DLN 12" TREE28' DLN 11" TREE28' DLN 5" TREE11' DLN5" TREE11' DLN 10" STUMP 11" STUMP 11" STUMP CO N C B E N C H CONC B E N C H YIELDARTWORKLANDSCAPINGCONC DRW 35MPH 5" TREE8' DLN 5" TREE11' DLN 5" TREE11' DLN 6" TREE12' DLN 5" TREE11' DLN 5" TREE13' DLN 6" TREE12' DLN6" TREE13' DLN DRW 5" TREE15' DLN 6" TREE14' DLN 8" TREE16' DLN 5" TREE12' DLN LANDS C A P I N G 6" TREE14' DLN SW MULTIPLE6" TREES35' DLN 5" TREE 8' DLN 5" TREE11' DLN CONC SEAMS (TYP) LANDSC A P I N G SW SW SW LANDS C A P I N G DRW DRW GRASSECO E E E E E E E E W E EE EEEE WV WV 3WV WV WV 3WV WV WV WV WV3WVWV WV WV3IRRG 2IRRG 2IRRG GV GV GV WM WM E 2WV WM CO GV GV GM WM WM WM WM WV WV 3WV WV WM W VLT 2VLTS HH TTMH GM FO FO FOFO FO FO FO FO 6" CONC 12" RCP /// / // / / // / / / X 6' CLEF 6' TEMP CLEF X 6' TEMP CLEF 6' TEMP CLEF 6' TEMPCLEF SOUNDCOLLISIONCENTER 8' CLEF X 5.5' CLEF SIGN4" TREE10' DLN LOADLIMIT USECROSSWALK SW PARK &RIDE USECROSSWALK 2' FNC GATE // 6' CLEF 5.5' CLEF 6' CLEF BLDGEQUIP GAZEBO CONC SIGN ONCONC BASE SIGN ONCONC BASE SIGN ONCONC BASE SIGN ONCONC BASE SOUNDCOLLISIONCENTER LANDS C A P I N G LANDS C A P I N G LANDSCAPING LANDSCA P I N G LANDS C A P I N G 2 11" TREES32' DLN MULTIPLE5-7" TREES20' DLN SW SW SW SW SWLANDSCAPING MAZDASIGN GRASS SW SW SW / / // / / SIGN ONCONC BASE SIGN ONCONC BASE 5" TREE8' DLN 4" TREE7' DLN CONC BASEREMOVED LT 4 BLRD 3 BLRD 3 BLRD 2 BLRD 6' TEMP C L E F 6' CLEFWELCOME TOTRUCK CITY SIGN SIGN 2 BLRD 3 BLRD 6' TE M P C L E F SIGN ONCONC BASE SIGN POST ONCONC BASE 6' CLEF SIGN PIV GATE STORAGESHED MISCVALV SHELTERCANOPY 15 MPHSIGN BLDG BLDG BLDG BLDG INLETRIM EL=24.52NEEDS TRAFFIC CONTROL CBRIM=25.13NEEDS TRAFFIC CONTROL SSMHRIM=25.21NEEDS TRAFFICCONTROL SSMHRIM=26.31NEEDS TRAFFIC CONTROL SSMHRIM=24.31NEEDS TRAFFIC CONTROL SSMHRIM=28.66NEEDS TRAFFIC CONTROLSSMHRIM=28.75NEEDS TRAFFIC CONTROL 12" RCP 8" CONC 8" CONC4" CONC 30" C P P 24" CP P 18" DI 18" DI 12" CPP 12" CPP 12" CPP SS METAL POLE METAL POLE METAL POLE /// / SL SL FOFO W SD SS COMCAST COMCAS T COMCAST COMCAST COMCAST COM C A S T COMCA S T COMC A S T COMC A S T COMC A S T COMC A S T COMCAST COMCAST COMCAST COM C A S T COMC A S T COMC A S T COMCAST COM C A S T COMCAST COMCA S T COMC A S T COMCAST COMCAST FO COMCAS T CENTURYLINK CENTURYLI N K F O CENTURYLINK FO CENTURYLINK FOCENTURYLINK F O CENTURYLINK FO CENTURYLINK FO CENTUR Y L I N K F O PSE 2-PSE 2-PSE 3-PSE PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE RENTONRENTON RENTON RENTON RENT O N RENTO N RENTO N RENTO N RENTON RENTON RENTON RENT O NRENTON RENTO N RENTO N RENT O NRENT O N WSDOT F O WSDO T F O 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO F O 2-ZAYO FO PSE GAS PSE G A S PSE GA S PSE GAS PSE GAS PSE GAS PSE GA S PSE GAS PSE GAS PSE GAS PSE G A S PSE GA S PSE GAS PSE GAS FOVLT 2WM HH GV IRRG BOREHOLEGA-10EL=26.31 BOREHOLESB-1EL=27.17 BOREHOLEGA-14EL=26.36 BOREHOLEP-14EL=25.43 BOREHOLEP-12EL=25.14 BOREHOLEGA-1EL=25.09 BOREHOLEGA-2EL=25.98 MWEL=25.08 BOREHOLERW10EL=25.30 MWGWMW-3EL=26.16 BOREHOLEGA-3EL=25.97 MWGWMW-1EL=26.60 BOREHOLEGA-4EL=26.06 BOREHOLESH-5EL=26.22 BOREHOLEGA-8EL=26.69 BOREHOLEGA-5EL=27.71 BOREHOLEGA-7EL=27.67 BOREHOLEGA-6EL=27.90 BOREHOLEGA12EL=26.45 BOREHOLEGA-13EL=26.06 BOREHOLEP-15EL=25.66 5'4" DP 6'8" DP5' DP 4' DP 4' DP 3' DP 3'9" DP3'4" DP 2'11" DP 6'9" DP 1'DP1'11" D P 2'3"DP 2' DP2' DP3'11" DP 3'6" DP 5'9" DP 7'2" DP 6'11" DP 7' DP 6'6" DP 4'4" DP 4'3" DP 3'7" DP 2' DP 7'11" DP11' DP4'9" DP4'9" DP13'6" DP6'3" DP 5'8" DP 4'1" DP 3'6" DP 4'8" D P 12'6" DP13'6" DP11'6"DP10' DP 8'5" D P 8'11" D P 8'10" D P 9' DP 2'2" DP 2'8" DP2'7" DP 2'8" DP 3'6" DP 3'9" DP 3'10" DP4'3" DP 2'3" DP 1'7" DP 5'4" DP4'DP3'7"DP 4'11" DP5'2" DP 4'6"DP3'5"DP 5'7" D P 2'7"DP2'4"DP 5'8" DP 3' DP 3'9" D P3'6"DP4'11" DP 6'7" DP 3'9" DP 2'2" DP 2'4" DP 5'8" DP 8'6" DP 9'11" DP 10' DP 2'DP 5'10" D P 10' DP 3'8" DP3'11"DP 5'1" DP5'3" DP 5'2" DP 6'4" DP6'3" DP 6'7" DP 2' DP 3'2"DP2'6" DP 1'4" DP 2'1" DP 7' DP 7' DP 2'8" DP 4'11" DP 6'3" DP 8' DP 2'2" DP1'3"DP 2'5" DP 1'10" D P 2'3" DP 4'11" DP 3'11" D P 2'8" DP 3'6"DP 3'10" DP 2'7" DP 2'4" DP3'4" DP 3'10" DP3'5" D P 3'2" DP 3'11" DP3'9" DP 2'4" D P 3'3" DP 5'5"DP 4'10" DP 4'4" DP 5'3" DP 1'10" D P 1'2" DP 1'6" DP 1'8" DP 2'3" DP 5'6" DP 4'8" DP5'8" DP3'11" DP6'1" DP 6'4" DP6'1" DP5'4" DP 4' DP 5'4" DP 4'11"DP 4' DP 3'6" DP 5' DP 5'11" DP 6'9" DP5'4" DP7'11" DP6'7" DP 4'5" DP 2'8" DP 6'9" DP 6' DP 7'6" DP 5'6" DP 1'9" DP2'5" DP 2'DP 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"WABAN-W ABAN-W ABAN-W ABAN-W ABAN-W ABAN-W ABAN-W ABAN-W ABAN- W ABAN- W 12"W 12"W 12"W 12"W 12"W 12"W 400 404 418 CONC SEAMS (TYP) WV WV CO SSMHRIM EL=25.10IE 6" DI NE=23.3IE 6" PVC SW=22.83WAT=22.9 BOT=19.4IT IS BELIEVED THIS STRUCTUREAND THE ASSOCIATED PIPES MAYBE STORM DRAIN, NOT SEWER.2 BLRD FH 2'4' 4'11" DP5'5" DP 2'6" DP1'3" DP 1'11" DP 2'2" DP 2'2" DP BROADBANDVAULT 2'11" DP 3' DP2'3" DP 1'11" DP 2'3" DP3'11" DP 4'11" DP 5'2" DP4'4" DP 4'5" DP5'6" DP 6' DP4' DP 5'5"DP6'7" DP 4'2" DP 2'4" DP12' DP 6'11" 3'6" 4'8" 8'11" 1'7" 2' 3'9" 4'10" 6'9"4'5" ED(TYP.) ED(TYP.) ED(TYP.) ED(TYP.) 2'5"2'7"3'8"2'2" 2'9" 4'2' 3' 3'3'3' 3'10" 4'1" 4'9"7" 4'1" 3'11" 5'9" 5" 2'1" 1'11" 9"2'4"3'1"2'11"3'3" 3'11" 3' 5'2" 4'1" 4'7"2'11"2'9"1'4"1'7" 2'9" 2'1"2'7"2'11" 3'4" 3'9" 2'10" 4'9" 4'11"2'8"2'1"2'8"2'7"2'5" 7"1'1" 1'4" 2'2'1" 2'9" 6'3" 5'4" 5'3" 4'9" 5'7"3'10" 4'11" 5'11" 6'8"6'11" 3'10" 1'6" 4'1"4'2" 4'7" 5'9" 5'8"4'8"5'11" 3'11" 4'1" 3'9" 4'5" 2'11"3'1" 5'2" 4'11" 4'7"4'1"4'6" 4'8"4'6" 5'3" 4'6"4'9"4'11" 3'7" 4' 1' 8" TREE20' DLN8" TREE15' DLN 10" TREE20' DLN 6" TREE10' DLN 8" TREE20' DLN 8" TREE20' DLN 12" TREE20' DLN 2 WM 8" TREE20' DLN6" TREE20' DLN8" TREE20' DLN 10" TREE20' DLN 12" TREE25' DLN8" TREE20' DLN SOUTHRENTON RULES &REGULATIONSLOADLIMIT LP W / SPEEDLIMIT SIGN HANDICAP GUIDELINES PERMITPRKGBIKESTORAGEHANDICAP NO PARKFIRE LANE WV STOPSIGN BUSINFO STOPSIGN STOPSIGNBUSINFO6" TREE30' DLN HANDICAP BUS STOPCANOPY BUS STOPCANOPY SOUTHRENTON SOUTHRENTONSOUTHRENTON PERMITPRKG PERMITPRKG 1.5' RET WALLPLANTER 1.5' RET WALLPLANTER MWEL=26.43MWEL=27.18 MWEL=27.18 MWEL=27.04 MWEL=27.17 MWEL=26.07 MWEL=27.58MWEL=26.71 MWEL=26.87 MWEL=27.59 MWEL=27.00 MWEL=26.12 MWEL=26.25 MW RTN001-13EL=26.03 MWEL=26.11 MW RTN002-05EL=26.32 MW RTN002-06EL=26.35 2'10" 3'10" 3'0" 4'0" 4'3"4'6" 4'11"5'0" 5'5" 6'0" 6'3" 6'6"7'0"7'2" 7'9" 8'0" 8'2"8'6"10'0" 10'7" CO 2 WV HH CO 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. 20 40 SCALE IN FEET 01020 (1" = 20') N MA T C H L I N E : G R A D Y S T A 1 5 6 + 5 0 SE E D W G BT 1 2 0 - C T P 1 0 4 MATCHLINE: LAKE STA 401+50 SEE DWG BT120-CTP106 MATC H L I N E SEE D W G BT120 - C T P 2 0 4 2 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL TESC PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 BT120-CTP105 BT120 054 1 S. SRIDHARAN H. ONG R. PARISH S. SRIDHARAN 0 12/10/2024 SS RP SS ISSUED FOR BID 1 06/13/2025 SS RP SS ADDENDUM #1 RTA/CN 0205-24 1"=20' 3 10 3 2 No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 4 / 2 5 | 11 : 4 3 A M | SA K S H I G C: \ P W W O R K I N G \ J A C O B S _ B & I \ S A K S H I G @ O S B O R N C O N S U L T I N G . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C T P 1 0 1 - 1 0 6 . D W G S1-BT120-CTP101-106 FACILITY ID: Xrefs: xS1-BT120-VRX001 xS1-BTP120-VSF100 xS1-BT120-CPP001 xBRT-CUD05-TB22x34 xS1-BTP120-GZK010 xS1-BT120-CAP001 xS1-BT120-CMP001 xS1-BT120-CTP001 xS1-BT120-CTN101 GB-SEAL-SS56324 xS1-BT120-CDP001 xS1-BT120-RPP001 xS1-BT120-CZN002 OSBORN CONSULTING INCORPORATED 102 103 106 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRAD Y WAY 101 104 105 KEY MAP 106 107 7 3 79 1 1 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT120-RPP201-BT120-RPP205 1 6-9-2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433254 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. KEY NOTES: 2 INSTALL INLET PROTECTION PER COR STD PLAN 216.30. SEE DRAWING BT120-CTD102 FOR DETAILS. 3 INSTALL SILT FENCE PER COR STD PLAN 214.00 4 INSTALL COMPOST SOCK PER WSDOT STD PLAN I-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. 7 INSTALL CONSTRUCTION FENCE - 6 FOOT HIGH CHAIN LINK FENCE WITH BLUE FABRIC MESH AND SOUND TRANSIT LOGO. INLET PROTECTION SILT FENCE COMPOST SOCK CONSTRUCTION FENCE LEGEND: SFSF STABILIZED CONSTRUCTION ENTRANCE CONCRETE WASHOUT AREA S D M H 3 6 " Ø C O N C R I M = 2 5 . 2 4 N P I P E N O T V I S I B L E IE 2 4 " C M P E = 1 9 . 3 IE 2 7 " C O N C S W = 1 9 . 2 W A T = 2 0 . 6 B O T = 1 9 . 1 C B 2. 2 ' X 1 . 9 ' C O N C R I M = 2 4 . 9 5 IE 1 2 " C O N C S E = 2 0 . 9 W A T = 2 1 . 5 B O T = 1 9 . 3 C B 2. 3 ' X 1 . 9 ' C O N C R I M = 2 5 . 9 4 IE 1 2 " C O N C S = 2 0 . 5 IE 1 2 " C O N C N W = 2 0 . 3 W A T = 2 0 . 7 B O T = 1 9 . 2 SD SD SD SD SD SD SD SD SD 2 7 " C O N C 2 4 " C M P 12" CON C E H H 2W V H H E L E C VL T H H H H E E E SD SD SD SD SD 12 " R C P X X X XX X X X X X X X X XXXXXXXXXX 5 . 5 ' C L E F P P S I G N 4" T R E E 10 ' D L N 6' CLEF LANDSCAPING LANDSCAPING LANDSCAPING 2 1 1 " T R E E S 3 2 ' D L N M U L T I P L E 5 - 7 " T R E E S 2 0 ' D L N SW SW SW SW S W LA N D S C A P I N G 2 B L R D OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE 1 5 M P H S I G N CB R I M = 2 7 . 3 0 U N A B L E T O A C C E S S S D S D 2 - P S E B O R E H O L E G A - 7 E L = 2 7 . 6 7 BO R E H O L E G A - 6 E L = 2 7 . 9 0 1' 7 " D P 2'2" D P 2'5" DP 4 ' D P 2 ' 5 " D P 2 ' 2 " D P 1'11" DP 2' DP 2'1" DP 2'2" DP 1'11" DP 1'6" DP2'4" DP2'4" DP 2'4" DP 4 1 8 2' 4 " D P 1 ' D P 1' D P 1' 7 " 1'11"2'2"1' 0'1 1 " 1 ' 2 " 1' 1 0 " 2'9" 2'3" 3' 3'4 " 1'3 " 4' 2'6" 2' 3' 2'5 " 2' 7 " 3' 8 " 2'2" 1'7" H H 8" T R E E 20 ' D L N 8 " T R E E 1 5 ' D L N 1 0 " T R E E 2 0 ' D L N 2 W M E L E C V L T 1 0 " T R E E 2 0 ' D L N / / / / / / / / / / / / / / / H A N D I C A P F I R E L A N E W V E L E C P E D G R O U N D R O D S T O P S I G N B U S IN F O B U S S T O P C A N O P Y S O U T H R E N T O N P L A N T E R SD S D C B 1 . 8 ' X 2 . 1 ' C O N C R I M E L = 2 4 . 2 IE 1 2 " R C P N E = 2 1 . 1 IE 1 2 " R C P S W = 2 0 . 9 IE 1 2 " R C P N W = 2 1 . 2 0 W A T = 2 1 . 1 0 B O T = 1 9 . 5 SD SD T H - B R T - 1 5 1 7 8 P G N D E L = 2 5 . 6 8 W O O D R E A C H E D A T 3 0 " D I D N O T F I N D T H - B R T - 1 5 1 7 6 F O T O P O F C N D = 2 3 . 7 3 T H - B R T - 1 5 0 5 8 F O G N D E L = 2 5 . 2 8 D I D N O T F I N D H O L E B O T T O M = 2 0 . 3 5 T H - B R T - 3 9 9 P G N D E L = 2 5 . 9 6 1 " P V C P O W E R TO P O F C N D = 2 3 . 6 3 T H - B R T - 1 5 1 7 9 S G N D E L = 2 5 . 3 1 24 " C M P S T O R M T O P O F P I P E = 2 0 . 7 8 T H - B R T - 1 5 1 8 0 P G N D E L = 2 5 . 7 5 1" S T E E L P O W E R T O P O F P I P E = 2 3 . 1 2 T H - B R T - 1 5 1 8 1 W G N D E L = 2 6 . 0 3 8 " D I W A T E R T O P O F P I P E = 2 3 . 1 6 ^ ^ ^ ^ ^ ^ ^ F F F F C C LAKE AVE S N T C 5 1 8 + 7 5 N T C 5 1 8 + 0 0 L A K E A V E S S F 1.5 0 SF SF CONC CONC CONC SIGN SIGN SIGN SIGN / / / / CONC UT UT UT UT H H H H H VLT VLT VLT VLT VLT HH VLTS VLT BUS SHELTER DRW DRW BUS SHELTER DRW DRW DRW DRW TT T TMH GV 2WVGVGV GV WV4WV WV WVGV2 MISCMH GV GV MW TMH 2WV TMH GV WVWVWV WV WV WM WV 2WM WV WM GV GATE FH 4' WO O D F N C DRW DRW CONC SEAMS (TYP) DRW CO WV WV 3WV WV WV 3WV WV WV WV WV3WVWV WV WV3IRRG 2IRRG 2IRRG GV GV GV WM WM 2WV WM CO GV GV GM WM WM WM WM WV WV 3WV WV WM W VLT 2VLTS HH TTMH GM 6' CLEF 6' TEMP CLEF 6' TEMP CLEF 6' TEMP CLEF 6' TEMPCLEF 8' CLEF 5.5' CLEF 2' FNC GATE 6' CLEF 5.5' CLEF 6' CLEF GAZEBO CONC 4 BLRD 3 BLRD 3 BLRD 2 BLRD 6' TEMP C L E F 6' CLEF 2 BLRD 3 BLRD 6' TE M P C L E F 6' CLEF PIV GATE MISCVALV SHELTERCANOPY BLDG BLDG BLDG BLDG SS METAL POLE METAL POLE METAL POLE /// / SL SL FOFO W SD S S SS COMCAST COMCAS T COMCAST COMCAST COMCAST COM C A S T COMCA S T COMC A S T COMC A S T COMC A S T COMC A S T COMCAST COMCAST COMCAST COM C A S T COMC A S T COMC A S T COMCAST COM C A S T COMCAST COMCA S T COMC A S T COMCAST COMCAST FO COMCAS T CENTURYLINK CENTURYLI N K F O CENTURYLINK FO CENTURYLINK FOCENTURYLINK F O CENTURYLINK FO CENTURYLINK FO CENTUR Y L I N K F O PSE 2-PSE 2-PSE 3-PSE PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE RENTONRENTON RENTON RENTON RENT O N RENTO N RENTO N RENTO N RENTON RENTON RENTON RENT O NRENTON RENTO N RENTO N RENT O NRENT O N WSDOT F O WSDO T F O 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO F O 2-ZAYO FO PSE GAS PSE G A S PSE GA S PSE GAS PSE GAS PSE GAS PSE GA S PSE GAS PSE GAS PSE GAS PSE G A S PSE GA S PSE GAS PSE GAS FOVLT 2WM HH GV IRRG BOREHOLEGA-10EL=26.31 BOREHOLESB-1EL=27.17 BOREHOLEGA-14EL=26.36 BOREHOLEP-14EL=25.43 BOREHOLEP-12EL=25.14 BOREHOLEGA-1EL=25.09 BOREHOLEGA-2EL=25.98 MWEL=25.08 BOREHOLERW10EL=25.30 MWGWMW-3EL=26.16 BOREHOLEGA-3EL=25.97 MWGWMW-1EL=26.60 BOREHOLEGA-4EL=26.06 BOREHOLESH-5EL=26.22 BOREHOLEGA-8EL=26.69 BOREHOLEGA-5EL=27.71 BOREHOLEGA-7EL=27.67 BOREHOLEGA-6EL=27.90 BOREHOLEGA12EL=26.45 BOREHOLEGA-13EL=26.06 BOREHOLEP-15EL=25.66 7'11" DP11' DP4'9" DP4'9" DP13'6" DP6'3" DP 5'8" DP 4'1" DP 3'6" DP 4'8" D P 12'6" DP13'6" DP11'6"DP10' DP 3' DP 3'9" D P3'6"DP3'11"DP 6'4" DP6'3" DP 6'7" DP 7' DP 7' DP 2'8" DP 4'11" DP 6'3" DP 8' DP 2'2" DP1'3"DP 2'7" DP 2'4" DP3'4" DP 3'10" DP3'5" D P 3'2" DP 3'11" DP3'9" DP 5'5"DP 4'10" DP 4'4" DP 5'3" DP 1'10" D P 1'2" DP 1'6" DP 400 404 418 CONC SEAMS (TYP) WV WV CO 2 BLRD FH 2'2" DP BROADBANDVAULT 3'11" DP 4'2" DP 2'4" DP12' DP 6'11" 3'6" 4'8" 8'11" 1'7" 2' 3'9" 4'10" 6'9"4'5" ED(TYP.) ED(TYP.) ED(TYP.) ED(TYP.) 3'10" 4'1" 4'9"7" 4'1" 3'11" 5'9" 5" 2'1" 1'11" 9"2'4"3'1"2'11"3'3" 3'11" 3' 5'2" 4'1" 4'7"2'11"2'9"1'4"1'7" 2'9" 2'1"2'7"2'11" 3'4" 3'9" 2'10" 4'9" 4'11"2'8"2'1"2'8"2'7"2'5" 7"1'1" 1'4" 2'2'1" 2'9" 2 WM BIKESTORAGE WV 6" TREE30' DLN 1.5' RET WALLPLANTER 1.5' RET WALLPLANTER MWEL=26.43MWEL=27.18 MWEL=27.18 MWEL=27.04 MWEL=27.17 MWEL=26.07 MWEL=27.58MWEL=26.71 MWEL=26.87 MWEL=27.59 MWEL=27.00 MWEL=26.12 MWEL=26.25 MW RTN001-13EL=26.03 MWEL=26.11 MW RTN002-05EL=26.32 MW RTN002-06EL=26.35 CO 2 WV HH S GRADY WAY LAK E A V E S RAINIE R A V E S S 7TH ST WSD O T L I M I T E D A C C E S S SOU R C E : A S - B U I L T WSDO T L I M I T E D A C C E S S SOU R C E : A S - B U I L T EXIS T I N G B A T L A N E HARDI E A V E S W S GRADY WAY RAINIE R A V E S RAIN I E R A V E S SW GRADY WAY S GRADY WAY SW 7TH ST LAKE A V E S CO 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL TESC PLAN LAKE STA 401+50 TO LAKE STA 405+50 BT120-CTP106 BT120 055 1 S. SRIDHARAN H. ONG R. PARISH S. SRIDHARAN 0 12/10/2024 SS RP SS ISSUED FOR BID 1 06/13/2025 SS RP SS ADDENDUM #1 RTA/CN 0205-24 1"=20' N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 4 / 2 5 | 11 : 4 3 A M | SA K S H I G C: \ P W W O R K I N G \ J A C O B S _ B & I \ S A K S H I G @ O S B O R N C O N S U L T I N G . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C T P 1 0 1 - 1 0 6 . D W G S1-BT120-CTP101-106 FACILITY ID: Xrefs: xS1-BT120-VRX001 xS1-BTP120-VSF100 xS1-BT120-CPP001 xBRT-CUD05-TB22x34 xS1-BTP120-GZK010 xS1-BT120-CAP001 xS1-BT120-CMP001 xS1-BT120-CTP001 xS1-BT120-CTN101 GB-SEAL-SS56324 xS1-BT120-CDP001 xS1-BT120-RPP001 xS1-BT120-CZN002 OSBORN CONSULTING INCORPORATED 2 22 2 2 EXISTING FENCE TO REMAIN UNTIL PROJECT IS COMPLETE 4 EXISTING FENCE TO BE REMOVED 7 2 MAT C H L I N E : L A K E S T A 4 0 1 + 5 0 SEE D W G BT1 2 0 - C T P 1 0 5 MATCHLINE: SEE DWG BT120-CTP204 MATCHLINE: SEE DWG BT120-CTP202 102 103 106 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRAD Y WAY 101 104 105 KEY MAP 107 106 4 7 7 3 4 2 7 2 MATCHLINE: NOT USED THIS SERIES 2 1 1 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT120-RPP201-BT120-RPP205 1 6-9-2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433255 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. INLET PROTECTION SILT FENCE COMPOST SOCK CONSTRUCTION FENCE LEGEND: SFSF STABILIZED CONSTRUCTION ENTRANCE CONCRETE WASHOUT AREA KEY NOTES: 1 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. 2 INSTALL INLET PROTECTION PER COR STD PLAN 216.30. SEE DRAWING BT120-CTD102 FOR DETAILS. 4 INSTALL COMPOST SOCK PER WSDOT STD PLAN I-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. 7 INSTALL CONSTRUCTION FENCE - 6 FOOT HIGH CHAIN LINK FENCE WITH BLUE FABRIC MESH AND SOUND TRANSIT LOGO. CONC SIGN DEBRIS SIGN SIGN SIGN ASPH ASPH ASPH ASPH ASPH ASPH UT UT UT UT H H H H H VLT VLT VLT VLT VLT VLT HH VLTS VLT BUS SHELTERTRASHBIN BUSSIGN TRASHBIN BUS SIGNPOWERCABINET SW SW SW SW DRW DRW YIELD BUSSIGN BUS SHELTER TRASHBIN YIELD TRAFFICCONTROLCABINET C&G C&G C&G C&G C&G C&G C&G C&G SW SW SW DRW DRW SW SW DRW SW SW SW SW DRW EXTR C O N C C U R B EXTR CONC C U R B EXTR CON C CURB CONC WAL L 36" CMP 36" DI 30" CONC 30" CONC 27" CONC 27" CONC 27" CONC 24" CMP 12" CO N C 4" CO N C 6" DI 12" CP P 12" CPP 12" CON C 6" CONC 6" CONC 6" CONC 6" PVC 12" DI 12" CONC 12" CONC 6" CON C 15" C M P 15" CM P 6" CONC 8" VC 8" CON C 18" C O N C HH TTTETRAFFICVLTTS SLHH TMHGV 2WVFOFO2FOMH GVGV GV ITSVLT2TS LTVLT WV4WV LTVLT TC SLHH LTHH CENTURYLI N KVLTWV ELECVLT WV GV TS LTHHTS LTVLTELECVLT2 MISCMH TS-LTVLT GV GVSLHHHHLTHHTCHH FOFOMH FOFOMH FOFOMHTS LTHH MW LTHHTMHICVICV 2WV TMH GV WVWVWV BROADBANDVLT LTHHICV ICVICVICVICVHH WV WV ELECVLTHHICVICV 2HH WM ELECVLT LT HHWV ELEC VLT2WM WV LT HH ELECVLT LTHHWM ICV GV GATE CW SW SW YIELDFH CONCBENCH YIELD ASPH 4' WOO D F N C USECROSSWALK CW SW CO N C B E N C H CONC BE N C H YIELDARTWORKCONC DRW 35MPH DRW SW ASPH ASPH ASPH C&G C&G C&G C&G C&G ASPH SW SW SW DRW DRW E COEE E E E E E E W E EE EEEE WV WV 3WV WV WV 3WV WV WV WV WV3WVWV WV WV HH HH HH HH HH HH HH HH HH HH HH HHHH HH HHHH HHHH HH HH HH 3HH HH HH HH HH HH HH HH HHHH HH HH HH HH HH HH 2 HH HH ELEC VL T ELECVLT ELEC V L T 4ELEC VLTELECVLT ELECVLT 2ELEC VLT ELECVLT 3IRRG 2IRRG 2IRRG GV GV GV WM WM ELECVLT E HH 2WV HH ELECVLT HH HH WM 3TRAFFIC CONTROLCABINETS CO GV GV GM WM WM WM WM WV WV 3WV WV WM W VLT 2VLTS HH T TSHHHH HH HH HH HH TMH VLTTS VLT HH VLT 2" DROP 2" DROP HH GM DETECTORLOOP (TYP) DETECTORLOOP (TYP) 6" CONC HH HH 12" RCP6' CLEF 6' TEMP CLEF 6' TEMP CLEF 6' TEMP CLEF 6' TEMPCLEF SOUNDCOLLISIONCENTER 8' CLEF ASPH ASPH ASPH 5.5' CLEF PP PP PP SIGN LOADLIMIT USECROSSWALK SW PARK &RIDE USECROSSWALK 2' FNC C&G C&G C&G GATE 6' CLEF ASPH 5.5' CLEF 6' CLEF BLDGEQUIP GAZEBO CONC ELECEQUIP SIGN ONCONC BASE SIGN ONCONC BASE SIGN ONCONC BASE SIGN ONCONC BASE SOUNDCOLLISIONCENTER SW SW SW SW SW MAZDASIGN C&G SW SW SWC&G SIGN ONCONC BASE SIGN ONCONC BASE CONC BASEREMOVED LT 4 BLRD 3 BLRD 3 BLRD 2 BLRDPM 6' TEM P C L E F 6' CLEFWELCOME TOTRUCK CITY SIGN SIGN 2 BLRD / / / /// / / / // / //// / // / // / / / / // / 3 BLRD WHEEL STOPS (TYP) WHEE L S T O P S ( T Y P ) 6' TEM P C L E F SIGN ONCONC BASE BLDEQUIP SIGN POST ONCONC BASE WHEELSTOPS (TYP) 6' CLEF DETECTORLOOP (TYP) DETECTORLOOP (TYP) SIGN PIV GATE STORAGESHED MISCVALV SHELTERCANOPY EOP EOP EOP EOP 15 MPHSIGN BLDG BLDG BLDG BLDG INLETRIM EL=24.52NEEDS TRAFFIC CONTROL CBRIM=25.13NEEDS TRAFFIC CONTROL 12" RCP 8" CONC 8" CONC4" CONC 30" CP P 24" CPP 18" DI 18" DI 12" CPP 12" CPP 12" CPP SS METAL POLE METAL POLE METAL POLE / // / SL SL FOFO W SD SS COMCA S T COMCAST COMCAST COMCA S T COMCA S T COMC A S T COMC A S T COMCA S T COMCA S T COM C A S T COM C A S T COMCAST COMCAST COMCAST CO M C A S T COMCA S T COMC A S T COMCAST COMC A S T COMCAST COMC A S T COMC A S T COMCAST COMCAST FO COMCAST CENTURYLINK CENTURYLINK F O CENTURYLINK FO CENTURYLINK FOCENTURYLINK FO CENTURYLINK FO CENTURYLINK FO CENT U R Y L I N K F O PSE 2-PSE 2-PS E 3-PSE PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE RENTONRENTON RENTON RENTON RENTO N RENTON RENT O N RENTON RENTON RENTON RENTON RENT O NRENTON RENTO N RENTO N REN T O NRENTO N WSDO T F O WSDOT F O 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO F O 2-ZAYO FO PSE GAS PSE G A S PSE GAS PSE G A S PSE GAS PSE GAS PSE GAS PSE GAS PSE GAS PSE GAS PSE G A S PSE G A S PSE GAS PSE GAS UTIL VLT HH HH HH UNKNOWN UTILITY FOVLT HH HH HHELECVAULT HH 2WM HH GV IRRG BOREHOLEGA-10EL=26.31 BOREHOLESB-1EL=27.17 BOREHOLEGA-14EL=26.36 BOREHOLEP-14EL=25.43 BOREHOLEP-12EL=25.14 BOREHOLEGA-1EL=25.09 BOREHOLEGA-2EL=25.98 MWEL=25.08 BOREHOLERW10EL=25.30 MWGWMW-3EL=26.16 BOREHOLEGA-3EL=25.97 MWGWMW-1EL=26.60 BOREHOLEGA-4EL=26.06 BOREHOLESH-5EL=26.22 BOREHOLEGA-8EL=26.69 BOREHOLEGA-5EL=27.71 BOREHOLEGA-7EL=27.67 BOREHOLEGA-6EL=27.90 BOREHOLEGA12EL=26.45 BOREHOLEGA-13EL=26.06 BOREHOLEP-15EL=25.66 5'4" DP 6'8" DP5' DP 4' DP 4' DP 3' DP3'9" DP3'4" DP 2'11" DP 6'9" DP 1'DP1'11" DP 2'3"DP 2' DP 2' DP3'11" DP 3'6" DP 5'9" DP 7'2" DP 6'11" DP 7' DP 6'6" DP 4'4" DP 4'3" DP 3'7" DP 2' DP 4'10" DP 5'9" DP 4'7" DP 2'6" DP2'6" DP 7'11" DP11' DP4'9" DP4'9" DP13'6" DP 6'3" DP 5'8" DP 4'1" DP 3'6" D P 4'8" D P 12'6" DP13'6" DP11'6"DP10' DP 8'5" DP 8'11" D P 8'10" D P 9' DP3'3" DP3'1" DP3'2" DP2'10" DP 3'1" DP 2'2" DP 2'8" DP2'7" DP 2'8" DP 3'6" DP 3'9" DP 3'10" DP4'3" DP 2'3" DP 2'4"DP 2'5" DP5'4" DP5' DP5'5" DP4'8" DP 4'DP3'7"DP 4'11" DP5'2" DP 4'6"DP3'5"DP 4' DP 5'7" D P 2'7"DP 2'4"DP 5'8" DP 3' DP 3'9" DP3'6"DP 3'11"DP 6'4" DP6'3" DP 6'7" DP 2' DP 3'2"DP2'6" DP 7' DP 7' DP 2'8" D P 4'11" DP 6'3" DP 8' DP 2'2" DP 1'3"DP 4'11" D P 3'11" DP 2'8" DP 3'10" D P 2'7" DP 2'4" DP3'4" DP3'10" DP3'5" DP 3'2" DP 3'11" D P 3'9" DP 3'3" DP 5'5"DP 4'10" DP 4'4" DP 5'3" DP 4' DP1'9" D P 2'8" D P 2' DP1'11" D P 4'4" D P 6' DP 5' DP2'8" DP 3'8" DP 3'10" D P 2'8" DP 2' DP 3'7" DP2'2" D P 2'4" D P3'8" DP 3' DP 3' DP 3'11" D P 3'9" D P 3'7" D P 1'8" DP 4' DP 5'11" D P 3' DP 1'10" D P 1'2" DP 1'6" DP 5'6" DP 2'4" DP 5'4" DP 2'4" DP1'6" DP1'4"DP 1'8" DP 1'5" DP 1'1" DP 1'4" DP1'3" DP1'6" DP1'8" DP 1'5" DP 1'5" DP1'4" DP 1'5" DP 1'8" DP 1'7" DP 2'3" DP 1'7" DP 4' DP 2'6" DP3' DP 1'5" DP 1'6" DP 1'7" DP 2'2" DP 2'5" DP 4' DP 2'5" DP2'2" DP1'11" DP 2' DP 2'1" DP 2'2" DP 1'11" DP 1'6" D P 2'4" D P 2'4" D P 2'4" DP 1'8" DP 1'10" DP 2' DP 2'8" DP 2'4" DP3' DP 3'8" DP1'9" DP 4' DP 7'11" DP 6'7" DP 4'5" DP 2'8" DP 2'2" DP 2' DP 2' DP 2'6" DP 2'2" DP 1'9" DP1' DP 3' DP 3' DP 3' DP 2'5" DP 2'6" DP 2'2" DP 2'6" DP 2'5" DP 2'7" DP 2'8" DP 2'5" DP 2'7" D P 2'6" DP 2'4" D P 2'6" D P ' 3'4" DP 2'9" DP 5' DP 2'8" DP3' DP 2' DP 2'10" DP 4'8" DP 5' DP 5'9" DP 5'10" D P 5'8" DP 5'10" DP3' DP6'9" DP 6' DP 7'6" DP 2'1" D P 5'6" DP 4' DP 2'4" DP 2'5" DP2'5" DP2'8" DP 2'3" DP 1' DP 2'5" DP2'5" DP 1'6" DP 1'5" DP 2'6" DP2'DP4'DP 4'DP 2'5" DP 2'DP PSE 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W ABAN-W ABAN-W ABAN-W ABAN-W ABAN-W ABAN-W ABAN-W ABAN-W ABAN-W ABAN - W 12"W 12"W 12"W 12"W 12"W 12"W 400 404 418 C&G WV WV EXTRUDED CURB CO 2 BLRD FH 2'4' HH EXTR CONCCURB EXTR CONCCURB 4'11" DP 2'6" DP1'3" DP 1'11" DP1' DP 3' DP 2' DP 4' DP 2'5" DP 2'3" DP2'2" DP 2' DP1'11" DP BROADBANDVAULT 5'11" DP3'8" DP 1' DP 2'8" DP 2' DP 2' DP 3' DP2'3" DP 1'11" DP 3' DP 2'3" DP3'11" DP 1'8" DP1'10" DP 4'11" DP 5'2" DP4'4" DP 1'8" DP 4'5" DP5'6" DP 3'1"DP 3'3" DP 3'2" DP 1'9" DP1' DP 1'5" DP 1'5" DP3'8" DP4'9" DP 3' DP5'8" DP 5'10" DP6'2" DP5'5" DP 6' DP4' DP1'7" DP 1'9" DP 3' DP 2' DP 1'9" DP1'5" DP 1'5" DP 1'4" DP 1'5" DP1'9" DP 2'4" DP2'4" DP2'6" DP3'10" DP 2' DP2' DP3'5" DP 1'8" DP 4'2" DP 2'4" DP 12' DP 2'4" DP 1' DP 1' DP 6'11" 3'6" 4'8" 8'11" 1'7" 2' 3'9" 4'10" 1'1" 1'5"1'4" 1'7" 1'10" 1'7" 1'11" 2'2" 1' 0'11" 6'9"4'5" 1' 2'10" 1'9"1' 3' ED(TYP.) ED(TYP.) ED(TYP.) ED(TYP.) 1'2"1'10" 2'9" 2'3" 2' 2' 3'3'4"1'3"4'3'2"3'4' 2'6" 2' 3' 3' 1'8"1'2"1'2" 2'7" 2'5"2'7"3'8"2'2" 1'7" 2'9" 4'2' 3' 3' 3'3' 3'10" 4'1" 4'9"7" 4'1" 3'11" 5'9" 2'1" 1'11" 1'9" 2'1" 1'8" 4'3" 3'9"4'7"3'11"3'7"3'11" 10" 1'9"1'7" 5" 2'1" 1'11" 9"2'4" 3'1"2'11"3'3" 3'11" 3' 5'2" 4'1" 4'7"2'11"2'9"1'4"1'7" 2'9" 2'1" 2'7"2'11" 3'4" 3'9" 2'10" 2'2" 2'11" 1'9" 1'5" 1'7" 1'7" 1'10" 1'8" 1'7"2'11"2'1"2'2'3"1'9" 1'6" 1'8" 1'7" 1'11" 2'1" 1'7" 1'6" 1'6"1'2" 1'4" 1'5" 2'3" 2'1" 2'7"3'1"3'1"2'3'4"3'3"1'11"3'5"2'1"2'3" 2'9" 2'1" 2'4" 1'4"1'5"1'4"1'3"1'6"1'6"1'11"1'5"2'3'10" 1'3"1'6"1'4"3'9" 1'5"1'11" 3'11"3'9" 1'7" 3'10"4'10"4'9" 4'10" 1'3" 1'8" 4'1" 4'9"4'9" 2'7"2'10" 4'1"6'6" 5'7" 2'9" 1'1" 2'7" 3'4" 2'10" 2'3" 1'10"8"10" 2'9" 2'6" 2'1" 1'8"1'11" 2'5" 2'3" 2'7" 2'11" 1'7" 1'9" 2'2"2'2"1'7" 4'9" 4'11"2'8"2'1"2'8"2'7"2'5" 7"1'1" 1'4" 2'2'1" 2'9" 6'3" 5'4" 5'3" 4'9" 5'7"3'10" 4'11" 5'11" 6'8"6'11" 3'10" 1'6" 4'1" 4'2"4'7" 5'9" 5'8"4'8"5'11" 3'11" 4'1" 3'9" 4'5" 2'11"3'1" 5'2" 4'11" 4'7" 4'1"4'6" 4'8"4'6" 5'3"4'6"4'9" 4'11" 3'7" 4' 1' HH HHHHHH ELEC VLT 2 WM ELEC VLT HHHH SLHH SOUTHRENTON RULES &REGULATIONSLOADLIMIT LP W / SPEEDLIMIT SIGN SLHH HANDICAP GUIDELINES PERMITPRKG BIKESTORAGEHANDICAP NO PARKFIRE LANE WV ELECPEDGROUNDROD STOPSIGN BUSINFO STOPSIGN STOPSIGNBUSINFO HANDICAPSOUTHRENTON SOUTHRENTONSOUTHRENTON PERMITPRKG PERMITPRKG 1.5' RET WALLPLANTER 1.5' RET WALLPLANTER MWEL=26.43MWEL=27.18 MWEL=27.18 MWEL=27.04 MWEL=27.17 MWEL=26.07 MWEL=27.58MWEL=26.71 MWEL=26.87 MWEL=27.59 MWEL=27.00 MWEL=26.12 MWEL=26.25 MW RTN001-13EL=26.03 MWEL=26.11 MW RTN002-05EL=26.32 MW RTN002-06EL=26.35 2'10" 3'10" 3'0" 4'0" 4'3"4'6"4'11"5'0" 5'5" 6'0" 6'3" 6'6" 7'0" 7'2" 7'9" 8'0"8'2"8'6" 10'0" 10'7" CO 2 WV ELECVLT HH HH PROPE R T Y LINE, T Y P 24 CO SIGN RA I N I E R A V E S N B ASPH H VLT C C SD SD SD SD SD SD SD COMCAST FO CO M C A S T C C C C C C C C C IT IS B E L I E V E D T H I S S T R U C T U R E AND TH E A S S O C I A T E D P I P E S M A Y BE STO R M D R A I N , N O T S E W E R . SS SS SS SS SS SS SS SS SS SS SS S S 3'1 0 " 4'0" 4'3"4'6" 4'11"5'0" 5'5" 6'0" 6'3" 6'6" 7 ' 0 " ^ ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ ^ N TC 511+00 N TC 512+00 N TC 513+00 N TC 514+00 S TC 611+00 S TC 612+00 S TC 613+00 S TC 614+00 RAINIER 207+00 N TC STA 510+04.91 = RAINIER STA 207+16.93 S TC STA 610+02.99 = RAINIER STA 206+67.81 28 27 26 25 24 24 2726 25 26 27 28 27 26 25 28 9 CONSTRUCTION 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. KEY NOTES: 20 40 SCALE IN FEET 01020 (1" = 20') N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 4 / 2 5 | 11 : 4 4 A M | SA K S H I G C: \ P W W O R K I N G \ J A C O B S _ B & I \ S A K S H I G @ O S B O R N C O N S U L T I N G . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C T P 2 0 1 - 2 0 5 . D W G S1-BT120-CTP201-205 FACILITY ID: Xrefs: xS1-BT120-VSF100 xS1-BTP120-CPP001 xBRT-CUD05-TB22x34 xS1-BT120-GZK010 xS1-BTP120-CAP001 xS1-BT120-CGP001 xS1-BT120-CMP001 xS1-BT120-CTP001 xS1-BT120-CTN101 GB-SEAL-SS56324 xS1-BT120-CDP001 xS1-BT120-RPP001 xS1-BT120-VRX001 xS1-BT120-CZN002 OSBORN CONSULTING INCORPORATED 2 1 2 2 2 2 7 4 RETAINING WALL SEE PAVING PLANS AND RETAINING WALL PLAN 4 102 103 106 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 KEY MAP SW GRA D Y WAY 101 104 105 107 MATCHLINE: SEE DWG BT120-CTP103 MA T C H L I N E : SE E D W G B T 1 2 0 - C T P 2 0 2 MA T C H L I N E : SE E D W G B T 1 2 0 - C T P 1 0 2 MATCHLINE: SEE DWG BT120-CTP203 22 2 2 2 7 2 222 2 7 2 2 2 4 9 10 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT120-RPP201-BT120-RPP205 1 1 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL TESC PLAN S RENTON TRANSIT CENTER BT120-CTP201 BT120 056 1 S. SRIDHARAN H. ONG R. PARISH S. SRIDHARAN 0 12/10/2024 SS RP SS ISSUED FOR BID 1 06/13/2025 SS RP SS ADDENDUM #1 RTA/CN 0205-24 1"=20' 1 1 1 6-9-2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433256 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. INLET PROTECTION SILT FENCE COMPOST SOCK CONSTRUCTION FENCE LEGEND: SFSF STABILIZED CONSTRUCTION ENTRANCE CONCRETE WASHOUT AREA KEY NOTES: 2 INSTALL INLET PROTECTION PER COR STD PLAN 216.30. SEE DRAWING BT120-CTD102 FOR DETAILS. 4 INSTALL COMPOST SOCK PER WSDOT STD PLAN I-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. 7 INSTALL CONSTRUCTION FENCE - 6 FOOT HIGH CHAIN LINK FENCE WITH BLUE FABRIC MESH AND SOUND TRANSIT LOGO. CONC CONC CONC SIGN DEBRIS SIGN SIGN SIGN CONC ASPH ASPH ASPH ASPH ASPH ASPH ASPH ASPH ASPH ASPH ASPH ASPH ASPHASPH ASPH ASPH ASPH ASPH ASPH ASPH UT UT UT UT H H H H H VLT VLT VLT VLT VLT VLT HH VLTS VLT BUS SHELTERTRASHBIN TRASHBIN BUS SIGNPOWERCABINET SW SW SWSWDRWDRW BUS SHELTERTRASHBIN SW SW SW DRW DRWSWSW DRW SW SW SW SW DRW CONC WAL L 36" CMP 36" DI 30" CONC 30" CONC 27" CONC 27" CONC 27" CONC 24" CMP 12" CO N C 4" CO N C 6" DI 12" CPP 12" CPP 12" CON C 6" CONC 6" CONC 6" CONC6" PVC 12" DI 12" CONC 12" CONC 6" CONC 15" C M P 15" C M P 6" CONC 8" VC 8" CON C 18" C O N C HH E TS SLHH TMHGV2WVFOFO2FOMH GVGV GV ITSVLT2TS LTVLT WV4WV LTVLT TC SLHHLTHHCENTU R Y L I N K VLTWV ELECVLT WV GV TS LTHH TS LTVLTELECVLT2 MISCMH TS-LTVLT GV GVSLHHHHLTHHTCHH FOFOMH FOFOMH FOFOMHTS LTHH MW LTHHTMH ICVICV 2WV TMH GV WVWVWV BROADBANDVLTLTHHICVICVICVICVICVHH WV WV ELECVLT HHICVICV 2HH WM ELECVLT LT HHWV ELEC VLT 2WM WV LT HH ELECVLT LTHHWM ICV GV GATE CW SW SW FH CONCBENCH ASPH 4' WOO D F N C CW SW CO N C B E N C H CONC BE N C HARTWORKCONC DRW DRW SW ASPH ASPH ASPHCONC SEAMS (TYP) ASPH SW SW SW DRW DRW E EE E E E E E E W E EE EEEE WV WV 3WV WV WV 3WV WV WV WV WV3WVWV WV WV HH HH HH HH HH HH HH HH HH HH HH HHHH HH HH HH HHHH HH HH HH 3HH HH HH HH HH HH HH HH HHHH HHHHHH HH HH HH 2 HH HH ELEC VL T ELECVLT ELEC V L T 4ELEC VLTELECVLT ELECVLT 2ELEC VLT ELECVLT 3IRRG 2IRRG 2IRRG GV GV GV WM WM ELECVLT E HH 2WV HH ELECVLT HH HH WM CO GV GV GM WM WM WM WM WV WV 3WV WV WM W VLT HH TSHHHH HH HH HH HH TMH VLTTS VLT HH VLT 2" DROP 2" DROP HH GM 6" CONC HH HH 12" RCP X6' CLEF 6' TEMP CLEF X 6' TEMP CLEF 6' TEMP CLEF 6' TEMPCLEF 8' CLEF ASPH ASPH ASPH X 5.5' CLEF PP PP PP SW 2' FNC GATE 6' CLEF ASPH 5.5' CLEF 6' CLEF BLDGEQUIP GAZEBO CONC ELECEQUIP SW SW SW SW SW SW SW SW CONC BASEREMOVED LT 4 BLRD 3 BLRD 3 BLRD 2 BLRDPM 6' TEM P C L E F 6' CLEF 2 BLRD / / / /// / / / // / //// / // / // / / / / // / 3 BLRD 6' TEM P C L E F BLDEQUIP SIGN POST ONCONC BASE 6' CLEF PIV GATE STORAGESHED MISCVALV SHELTERCANOPY EOP EOP EOP EOP BLDG BLDG BLDG BLDG INLETRIM EL=24.52NEEDS TRAFFIC CONTROL CBRIM=25.13NEEDS TRAFFIC CONTROL 12" RCP 8" CONC 8" CONC4" CONC 30" CP P 24" C P P 18" DI 18" DI 12" CPP 12" CPP 12" CPP METAL POLE METAL POLE METAL POLE / // / SL SL FOFO W SD S S SS COMCA S T COMC A S T COMCAST COMCA S T COMCA S T COMC A S T COMC A S T COMCA S T COMCA S T COM C A S T COMCA S T COMCAST COMCAST COMCAST CO M C A S T COM C A S T COM C A S T COMCAST COMC A S T COMCAST COMC A S T COM C A S T COMCAST COMCAST FO COMCAST CENTURYLINK CENTURYLINK F O CENTURYLINK FO CENTURYLINK FOCENTURYLINK FO CENTURYLINK FO CENTURYLINK FO CENT U R Y L I N K F O PSE 2-PSE 2-PSE 3-PSE PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE RENTONRENTON RENTON RENTON RENTO N RENTON RENT O N RENT O N RENTON RENTON RENTON RENTO NRENTON RENT O N RENTO N RENTO NRENTO N WSDO T F O WSDO T F O 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO PSE GAS PSE G A S PSE GAS PSE G A S PSE GAS PSE GAS PSE GAS PSE GAS PSE GAS PSE GAS PSE G A S PSE G A S PSE GAS PSE GAS UTIL VLT HH HH HH UNKNOWN UTILITY FOVLT HH HH HHELECVAULT HH 2WM HH GV IRRG MWEL=25.08 MWGWMW-3EL=26.16 MWGWMW-1EL=26.60 5'4" DP 6'8" DP5' DP 4' DP4' DP 3' DP 3'9" DP3'4" DP 2'11" DP 6'9" DP 1'DP 1'11" D P 2'3"DP 2' DP 2' DP3'11" DP 3'6" DP 5'9" DP 7'2" DP 6'11" DP 7' DP 6'6" DP 4'4" DP 4'3" DP 3'7" DP 2' DP 4'10" DP 5'9" DP 4'7" DP1'11" DP1'11" DP2'6" DP 5' DP1'4" DP2'6" DP2'2" DP 3'1" DP2'6" DP 1'7" DP 1'9" DP 1'8" DP 1'6" DP 1'6" DP 1'7" DP 1'6" DP 1'9" DP 7'11" DP 11' DP4'9" DP4'9" DP13'6" DP 6'3" DP 5'8" DP 4'1" DP 3'6" D P 4'8" DP 12'6" DP13'6" DP11'6"DP10' DP 8'5" D P 8'11" D P 8'10" D P 9' DP3'3" DP3'1" DP3'2" DP2'10" DP1'6" DP1'3" DP 1'9" DP1'7" DP2'5" DP1'7" DP1'7" DP1'4" DP1'5" DP1'10" DP3'1" DP 1' DP 1'10" DP 1'11" DP 2' DP 3'1" DP 3'1" DP 2'2" DP 2'8" DP2'7" DP 2'8" DP 3'6"DP 3'6" DP 3'9" DP 3'10" DP4'3" DP 2'3" DP 1'7" DP 1'7" DP 2'9" DP 2'1" DP 1'9" DP 1'6" DP 2'1" DP 2'3" DP 2'1" DP 2'3" DP 1'11" D P 1'11" DP 1'11" DP 2'5" D P 1'8" D P 2'1" DP 1'11" DP 2'5" D P 2' DP 2'4"DP 2'10" D P 2'5" DP 2' DP 2'4"DP 2'5" DP5'4" DP5' DP5'5" DP4'8" DP4'DP3'7"DP2' DP 4'11" DP5'2" DP 4'6"DP3'5"DP 1'9" DP 2' DP 4' DP 1'9" DP 5'7" DP 2'7"DP 2'4"DP 2'4" DP 2' DP 1'10" DP 2'1" DP 5'8" D P 3' DP 3'9" DP3'6"DP 4'11" DP 6'7" DP 3'9" DP 2'2" DP 2'4" DP 5'8" DP 8'6" DP 9'11" D P 10' DP 2'DP 5'10" DP 10' DP 3'8" DP3'11"DP 5'1" DP5'3" DP 5'2" DP 6'4" DP6'3" DP 6'7" DP 2' DP 3'2"DP2'6" DP 1'4" DP 2'1" DP 7' DP 7' DP 2'8" D P 4'11" DP 6'3" DP 8' DP 2'2" DP 1'3"DP 2'5" DP 1'10" DP 2'3" DP 4'11" D P 3'11" DP 2'8" DP 3'6"DP 3'10" D P 2'7" DP 2'4" DP3'4" DP 3'10" DP3'5" DP 3'2" DP 3'11" DP 3'9" DP 2'4" DP 3'3" DP 5'5"DP 4'10" D P 4'4" DP 5'3" DP 4' DP1'9" DP2'8" D P 2' DP1'11" D P 4'4" D P 6' DP 5' DP2'8" DP 3'8" DP 3'10" DP 2'8" DP 2' DP 3'7" DP2'2" D P 2'4" DP3'8" DP 3' DP 3' DP 3'11" D P 3'9" D P 3'7" D P 1'8" DP 4' DP 5'11" D P 3' DP 1'10" D P 1'2" D P 1'6" DP 1'8" D P 2'3" DP 5'6" DP 2'4" DP 5'4" DP 4'8" DP5'8" DP3'11" DP6'1" DP 6'4" DP6'1" DP5'4" DP 2'4" DP1'6" DP1'4"DP 1'8" DP 1'5" DP 1'1" DP 1'4" DP1'3" DP1'6" DP1'8" DP 1'5" DP 1'5" DP 1'4" DP 1'5" DP 1'8" DP 1'7" DP 2'3" DP 1'7" DP 4' DP 2'6" DP3' DP 1'5" DP 1'6" DP 1'7" DP 2'2" DP 2'5" DP 4' DP 2'5" DP2'2" DP1'11" D P 2' DP 2'1" DP 2'2" DP 1'11" D P 1'6" DP 2'4" D P 2'4" D P 2'4" DP 1'8" DP 4' DP 5'4" DP4'11"DP 1'10" DP 2' DP 2'8" DP 2'4" DP3' DP 3'8" DP1'9" DP 4' DP 4' DP 3'6" DP 5' DP 5'11" DP 6'9" DP5'4" DP7'11" DP 6'7" DP4'5" DP 2'8" DP 2'2" DP 2' DP 2' DP 2'6" DP 2'2" DP 1'9" DP1' DP 3' DP 3' DP 3' DP 2'5" DP 2'6" DP 2'2" DP 2'6" DP 2'5" DP 2'7" DP 2'8" DP 2'5" DP 2'7" DP 2'6" DP 2'4" D P 2'6" D P ' 3'4" D P 2'9" DP 5' DP 2'8" D P3' DP 2' DP 2'10" DP 4'8" DP 5' DP 5'9" DP 5'10" D P 5'8" DP 5'10" DP 2'8" D P 3' DP 6'9" DP 6' DP 7'6" DP 2'1" DP 5'6" DP 4' DP 2'4" DP 2'5" DP2'5" DP2'8" DP 2'3" DP 1' DP 2'5" DP2'5" DP 1'6" DP 1'5" DP 2'6" DP2'DP 4'DP 4'DP 1'9" D P2'5" DP 2'DP PSE 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W12"WABAN-W ABAN-W ABAN-W ABAN-W ABAN-W ABAN- W ABAN-W ABAN-W ABAN-W ABAN - W 12"W 12"W 12"W 12"W 12"W 12"W 400 404 418 CONC SEAMS (TYP) WV WV 2 BLRD FH 2'4' HH 3'11" DP4'11" DP 3'5" DP 5'5" DP 2'6" DP1'3" DP 1'11" DP3'9" DP1' DP 3' DP 2' DP 4' DP3'10" DP 2'5" DP 2'3" DP2'2" DP 2'2" DP 2' DP1'11" DP 1'5" DP BROADBANDVAULT 2'11" DP 5'11" DP3'8" DP 1' DP 2'8" DP 2' DP 2' DP 3' DP2'3" DP 1'11" DP 3' DP 1' 11" DP 2'3" DP3'11" DP 1'8" DP1'10" DP 4'11" DP 5'2" DP4'4" DP 1'7" DP 1'8" DP 4'5" DP5'6" DP 3'1"DP 3'3" DP1' 8" DP3'2" DP 2'5" DP 1'9" DP 1' DP 1'11" DP 1'5" DP 1'5" DP3'8" DP4'9" DP 1'4" DP 3' DP5'8" DP 5'10" DP6'2" DP5'5" DP 6' DP4' DP1'7" DP 1'9" DP 3' DP 1'5" DP 1'7" DP 2'8" DP 2'4" DP2' DP 1'9" DP1'5" DP 1'5" DP 2'6" DP1'4" DP 1'5" DP1'9" DP 2'4" DP2'4" DP2'6" DP3'10" DP 2' DP2' DP 5'5"DP6'7" DP3'5" DP 1'8" DP 4'2" DP 2'4" DP 12' DP 2'4" DP 1' DP 1' DP 6'11" 3'6" 4'8" 8'11" 1'7" 2' 3'9" 4'10" 1'1" 1'5"1'4" 1'7" 1'10" 1'7" 1'11" 2'2" 1' 0'11" 6'9"4'5" 1' 2'10" 1'9"1' 3' ED(TYP.) ED(TYP.) ED(TYP.) ED(TYP.) 1'2"1'10" 2'9" 2'3" 2' 2' 3'3'4"1'3"4'3'2"3'4' 2'6" 2' 3' 3' 1'8"1'2"1'2" 2'7" 2'5"2'7"3'8"2'2" 1'7" 2'9" 4'2' 3' 3' 3' 3' 3'10" 4'1" 4'9"7" 4'1" 3'11" 5'9" 2'1" 1'11" 1'9" 2'1" 1'8" 4'3" 3'9"4'7"3'11"3'7" 3'11" 10" 1'9"1'7" 5" 2'1" 1'11" 9"2'4" 3'1"2'11"3'3" 3'11" 3' 5'2" 4'1" 4'7"2'11"2'9"1'4"1'7" 2'9" 2'1" 2'7"2'11" 3'4" 3'9" 2'10" 2'2" 2'11" 1'9" 1'5" 1'7" 1'7" 1'10" 1'8" 1'7"2'11"2'1"2'2'3"1'9" 1'6" 1'8" 1'7" 1'11" 2'1" 1'7" 1'6" 1'6"1'2" 1'4" 1'5" 2'3" 2'1" 2'7"3'1"3'1" 2'3'4"3'3"1'11"3'5"2'1"2'3" 2'9" 2'1" 2'4" 1'4"1'5"1'4"1'3"1'6"1'6"1'11"1'5"2'3'10" 1'3"1'6"1'4"3'9" 1'5"1'11" 3'11"3'9" 1'7" 3'10"4'10"4'9" 4'10" 1'3" 1'8" 4'1" 4'9"4'9" 2'7"2'10" 4'1"6'6"5'7" 2'9" 1'1" 2'7" 3'4" 2'10" 2'3" 1'10"8"10" 2'9" 2'6" 2'1" 1'8"1'11" 2'5" 2'3" 2'7" 2'11" 1'7" 1'9"2'2"2'2"1'7" 4'9" 4'11"2'8"2'1"2'8"2'7"2'5" 7"1'1" 1'4" 2'2'1" 2'9" 6'3" 5'4" 5'3" 4'9" 5'7"3'10" 4'11" 5'11" 6'8"6'11" 3'10" 1'6" 4'1"4'2" 4'7" 5'9" 5'8"4'8"5'11" 3'11" 4'1" 3'9" 4'5" 2'11"3'1" 5'2" 4'11" 4'7"4'1"4'6" 4'8"4'6"5'3"4'6"4'9" 4'11" 3'7" 4' 1' HH HHHHHH ELEC VLT 2 WM ELEC VLT HHHH SLHH SLHH BIKESTORAGE WV ELECPEDGROUNDROD 1.5' RET WALLPLANTER 1.5' RET WALLPLANTER MWEL=26.43MWEL=27.18 MWEL=27.18 MWEL=27.04 MWEL=27.17 MWEL=26.07 MWEL=27.58MWEL=26.71 MWEL=26.87 MWEL=27.59 MWEL=27.00 MWEL=26.12 MWEL=26.25 MW RTN001-13EL=26.03 MWEL=26.11 MW RTN002-05EL=26.32MW RTN002-06EL=26.35 2'10" 3'10" 3'0" 4'0" 4'3"4'6"4'11"5'0" 5'5" 6'0" 6'3" 6'6" 7'0" 7'2" 7'9" 8'0"8'2"8'6"10'0" 10'7" 2 WV ELECVLT HH HH 24 CO 2 11" TREES 32' DLN S S SS S S SS SS 6' 0 " 6' 3 " 6' 6 " 7'0 " 7' 2 " 7' 9 " ^ ^ ^ ^ ^ ^ ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ N TC 514+00 N TC 515+00 N TC 516+00 N TC 517+00 L=54.74', R=130.00' =24°07'33" S TC 615+00 S TC 616+00 S TC 617+00 S TC 618+00 2928 2829 3 0 30 27 2 9 28 28 29 28 2729 29 29 28 28 29 SD 20 40 SCALE IN FEET 01020 (1" = 20') N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 4 / 2 5 | 11 : 4 5 A M | SA K S H I G C: \ P W W O R K I N G \ J A C O B S _ B & I \ S A K S H I G @ O S B O R N C O N S U L T I N G . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C T P 2 0 1 - 2 0 5 . D W G S1-BT120-CTP201-205 FACILITY ID: Xrefs: xS1-BT120-VSF100 xS1-BTP120-CPP001 xBRT-CUD05-TB22x34 xS1-BT120-GZK010 xS1-BTP120-CAP001 xS1-BT120-CGP001 xS1-BT120-CMP001 xS1-BT120-CTP001 xS1-BT120-CTN101 GB-SEAL-SS56324 xS1-BT120-CDP001 xS1-BT120-RPP001 xS1-BT120-VRX001 xS1-BT120-CZN002 OSBORN CONSULTING INCORPORATED MA T C H L I N E : SE E D W G B T 1 2 0 - C T P 2 0 1 MA T C H L I N E : SE E D W G B T 1 2 0 - C T P 1 0 6 RETAINING WALL SEE PAVING PLANS AND RETAINING WALL PLAN 7 4 103 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 KEY MAP SW GRA D Y WAY 101 104 105 107 106 102 103 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 KEY MAP SW GRA D Y WAY 101 104 105 107 106 MATCHLINE: SEE DWG BT120-CTP204 2 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT120-RPP201-BT120-RPP205 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL TESC PLAN S RENTON TRANSIT CENTER BT120-CTP202 BT120 057 1 S. SRIDHARAN H. ONG R. PARISH S. SRIDHARAN 0 12/10/2024 SS RP SS ISSUED FOR BID 1 06/13/2025 SS RP SS ADDENDUM #1 RTA/CN 0205-24 1"=20' 1 1 6-9-2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433257 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. INLET PROTECTION SILT FENCE COMPOST SOCK CONSTRUCTION FENCE LEGEND: SFSF STABILIZED CONSTRUCTION ENTRANCE CONCRETE WASHOUT AREA KEY NOTES: 1 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. 2 INSTALL INLET PROTECTION PER COR STD PLAN 216.30. SEE DRAWING BT120-CTD102 FOR DETAILS. 3 INSTALL SILT FENCE PER COR STD PLAN 214.00. 4 INSTALL COMPOST SOCK PER WSDOT STD PLAN I-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 5 INSTALL ABOVE GRADE TEMPORARY CONCRETE WASHOUT FACILITY. SEE DRAWING BT120-CTD103 FOR DETAILS. 7 INSTALL CONSTRUCTION FENCE - 6 FOOT HIGH CHAIN LINK CONC CONC CONC SIGN SIGN SIGN SIGN CONC UT UT UT UT H H H H H VLT VLT VLT VLT VLT HH VLTS VLT SW SW SW SW DRW DRW TRAFFICCONTROLCABINET C&G C&G C&G C&G C&G C&G C&G C&G SW SW SW DRW DRW SW SW DRW SW SW SWSWDRW EXTR C O N C C U R B EXTR CONC C U R B EXTR CONCCURB CONC WAL L TTTETRAFFICVLT TMHGVFOFO GVGV GV GV 2 MISCMH GV GV FO FO FO MW TMH TMH GV GV CW SW SW CONCBENCH CW SW CO N C B E N C H CONC BE N C H CONC DRW DRW SW CONC SEAMS (TYP) C&G C&G C&G C&G C&G SW SW SW DRW DRW E COEE E E E E E E E EE EEEE GV GV GV E 3TRAFFIC CONTROLCABINETS CO GV GV GM 2VLTS HH TTMH GM DETECTORLOOP (TYP) DETECTORLOOP (TYP) X X X SW C&G C&G C&G CONC SW SW SW SW SW C&G SW SW SWC&G CONC BASEREMOVED LT 4 BLRD 3 BLRD 3 BLRD 2 BLRD 2 BLRD 3 BLRD WHEEL STOPS (TYP) WHEE L S T O P S ( T Y P ) SIGN POST ONCONC BASE WHEELSTOPS (TYP) DETECTORLOOP (TYP)DETECTORLOOP (TYP) MISCVALV SS METAL POLE METAL POLE METAL POLE / // / SL SL FOFO W SD SS COMCA S T COMC A S T COMCAST COMCA S T COMCA S T COMC A S T COMC A S T COMCA S T COMCA S T COM C A S T COMCA S T COMCAST COMCAST COMCAST CO M C A S T COM C A S T COM C A S T COMCAST COMC A S T COMCAST COMC A S T COM C A S T COMCAST COMCAST FO COMCAST CENTURYLINK CENTURYLINK F O CENTURYLINK FO CENTURYLINK FOCENTURYLINK FO CENTURYLINK FO CENTURYLINK FO CENT U R Y L I N K F O PSE 2-PSE 2-PSE 3-PSE PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE RENTONRENTON RENTON RENTON RENTO N RENTON RENT O N RENT O N RENTON RENTON RENTON RENTO NRENTON RENT O N RENTO N RENTO NRENTO N WSDO T F O WSDO T F O 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO FOVLT HH GV BOREHOLEGA-10EL=26.31 BOREHOLESB-1EL=27.17 BOREHOLEGA-14EL=26.36 BOREHOLEP-14EL=25.43 BOREHOLEP-12EL=25.14 BOREHOLEGA-1EL=25.09 BOREHOLEGA-2EL=25.98 MWEL=25.08 BOREHOLERW10EL=25.30 MWGWMW-3EL=26.16 BOREHOLEGA-3EL=25.97 MWGWMW-1EL=26.60 BOREHOLEGA-4EL=26.06 BOREHOLESH-5EL=26.22 BOREHOLEGA-8EL=26.69 BOREHOLEGA-5EL=27.71 BOREHOLEGA-7EL=27.67 BOREHOLEGA-6EL=27.90 BOREHOLEGA12EL=26.45 BOREHOLEGA-13EL=26.06 BOREHOLEP-15EL=25.66 5'4" DP 6'8" DP5' DP 4' DP4' DP 3' DP 3'9" DP3'4" DP 2'11" DP 6'9" DP 1'DP 1'11" D P 2'3"DP 2' DP 2' DP3'11" DP 3'6" DP 5'9" DP 7'2" DP 6'11" DP 7' DP 6'6" DP 4'4" DP 4'3" DP 3'7" DP 2' DP 4'10" DP 5'9" DP 4'7" DP1'11" DP1'11" DP2'6" DP 5' DP1'4" DP2'6" DP2'2" DP 3'1" DP2'6" DP 1'7" DP 1'9" DP 1'8" DP 1'6" DP 1'6" DP 1'7" DP 1'6" DP 1'9" DP 7'11" DP 11' DP4'9" DP4'9" DP13'6" DP 6'3" DP 5'8" DP 4'1" DP 3'6" D P 4'8" DP 12'6" DP13'6" DP11'6"DP10' DP 8'5" D P 8'11" D P 8'10" D P 9' DP3'3" DP3'1" DP3'2" DP2'10" DP1'6" DP1'3" DP 1'9" DP1'7" DP2'5" DP1'7" DP1'7" DP1'4" DP1'5" DP1'10" DP3'1" DP 1' DP 1'10" DP 1'11" DP 2' DP 3'1" DP 3'1" DP 3'6"DP 1'7" DP 1'7" DP 2'9" DP 2'1" DP 1'9" DP 1'6" DP 2'1" DP 2'3" DP 2'1" DP 2'3" DP 1'11" D P 1'11" DP 1'11" DP 2'5" D P 1'8" D P 2'1" DP 1'11" DP 2'5" D P 2' DP 2'4"DP 2'10" D P 2'5" DP 2' DP 2'4"DP 2'5" DP5'4" DP5' DP5'5" DP4'8" DP 4'DP3'7"DP2' DP 4'11" DP5'2" DP 4'6"DP3'5"DP 1'9" DP 2' DP 1'9" DP 5'7" DP 2'7"DP 2'4"DP 2'4" DP 2' DP 1'10" DP 2'1" DP 5'8" DP 3' DP 3'9" DP3'6"DP4'11" DP 6'7" DP 3'9" DP 2'2" DP 2'4" DP 5'8" DP 8'6" DP 9'11" D P 10' DP 2'DP 5'10" DP 10' DP 3'8" DP3'11"DP 5'1" DP5'3" DP 5'2" DP 6'4" DP6'3" DP 6'7" DP 2' DP 3'2"DP2'6" DP 1'4" DP 2'1" DP 7' DP 7' DP 2'8" D P 4'11" DP 6'3" DP 8' DP 2'2" DP 1'3"DP2'5" DP 1'10" DP 2'3" DP 4'11" D P 3'11" DP 2'8" DP 3'6"DP 3'10" D P 2'7" DP 2'4" DP3'4" DP 3'10" DP3'5" DP 3'2" DP 3'11" DP 3'9" DP 2'4" DP 3'3" DP 5'5"DP 4'10" D P 4'4" DP 5'3" DP 1'10" D P 1'2" D P 1'6" DP 1'8" D P 2'3" DP 5'6" DP 4'8" DP5'8" DP3'11" DP6'1" DP 6'4" DP6'1" DP5'4" DP 4' DP 5'4" DP 4'11"DP 4' DP 3'6" DP 5' DP 5'11" DP 6'9" DP5'4" DP7'11" DP 6'7" DP4'5" DP 2'8" D P 6'9" DP 6' DP 7'6" DP 5'6" DP 1'9" D P2'5" DP 2'DP 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W ABAN-W ABAN-W ABAN-W ABAN-W ABAN-W ABAN- W ABAN-W ABAN-W ABAN-W ABAN - W 12"W 12"W 12"W 12"W 12"W 12"W 400 404 418 CONC SEAMS (TYP) C&G EXTRUDED CURB CO 2 BLRD EXTR CONCCURB EXTR CONCCURB 3'11" DP4'11" DP 3'5" DP 5'5" DP 3'9" DP 3'10" DP 2'2" DP 2'2" DP 1'5" DP BROADBANDVAULT 2'11" DP 3' DP2'3" DP 1'11" DP 1' 11" DP 2'3" DP3'11" DP 4'11" DP 5'2" DP4'4" DP 1'7" DP 4'5" DP5'6" DP 1' 8" DP 2'5" DP 1'11" DP 3'8" DP4'9" DP 1'4" DP 3' DP5'8" DP 5'10" DP6'2" DP5'5" DP 6' DP4' DP 1'5" DP 1'7" DP 2'8" DP 2'4" DP 2'6" DP 5'5"DP6'7" DP 4'2" DP 2'4" DP 12' DP 6'11" 3'6" 4'8" 8'11" 1'7" 2' 3'9" 4'10" 6'9"4'5" ED(TYP.) ED(TYP.) ED(TYP.) ED(TYP.) 2'5"2'7"3'8"2'2" 3'10" 4'1" 4'9"7" 4'1" 3'11" 5'9" 5" 2'1" 1'11" 9"2'4" 3'1"2'11"3'3" 3'11" 3' 5'2" 4'1" 4'7"2'11"2'9"1'4"1'7" 2'9" 2'1" 2'7"2'11" 3'4" 3'9" 2'10" 6'3" 5'4" 5'3" 4'9" 5'7"3'10" 4'11" 5'11" 6'8"6'11" 3'10" 1'6" 4'1"4'2" 4'7" 5'9" 5'8"4'8"5'11" 3'11" 4'1" 3'9" 4'5" 2'11"3'1" 5'2" 4'11" 4'7"4'1"4'6" 4'8"4'6"5'3"4'6"4'9" 4'11" 3'7" 1.5' RET WALLPLANTER 1.5' RET WALLPLANTER MWEL=26.43MWEL=27.18 MWEL=27.18 MWEL=27.04 MWEL=27.17 MWEL=26.07 MWEL=27.58MWEL=26.71 MWEL=26.87 MWEL=27.59 MWEL=27.00 MWEL=26.12 MWEL=26.25 MW RTN001-13EL=26.03 MWEL=26.11 MW RTN002-05EL=26.32MW RTN002-06EL=26.35 CO HH PRO P E R T Y LINE , T Y P 24 CO CONC S R - 1 6 7 N B ASPH ASPH CB 2.2' X 1 . 9 ' C O N C RIM=2 5 . 6 1 IE 12 " D I S W = 2 2 . 7 WAT=2 2 . 7 B O T = 2 1 . 0 INLET RIM=2 5 . 3 7 CBRIM=2 7 . 6 4 UNABL E T O ACCES S SDMH 60"Ø C O N C RIM=2 6 . 6 2 12" CP P N E = U N A B L E T O S E E IE 30 " C O N C N E = 1 9 . 1 IE 30 " C O N C W = 1 9 . 4 WAT=2 0 . 4 B O T = 1 8 . 7 CB 1.7' X 2 . 2 ' C O N C RIM=2 5 . 2 1 IE 12 " C P P S W = 2 3 . 0 WAT=2 3 . 0 B O T = 2 2 . 6 SD 8" VC D R W 35MPH C & G E 3 W V W V H H H H HH HH 2 I R R G W M GV 2VLTS W W W C C C C C C C C C C C C C SD SD ASPH SIGN O N CONC B A S E SIGN O N CONC B A S E CB RIM=2 5 . 7 1 SIGN O N CONC B A S E CB RIM=2 5 . 5 3 BLDG CB60" CO N C RIM EL = 2 4 . 3 7 IE 24" C P P N = 2 0 . 7 IE 12" C P P N E = 2 0 . 5 IE 6" P V C S = 2 1 . 2 IE 24" C P P S = 2 0 . 1 WAT=20 . 4 B O T = 1 8 . 2 RIM EL = 2 4 . 3 7 INLET 60" CO N C RIM EL = 2 5 . 3 4 IE 24" C P P N = 2 0 . 1 IE 12" C P P E = 2 0 . 7 IE 6" P V C S = 2 2 . 2 IE 24" C P P S = 2 3 . 0 WAT=20 . 4 B O T = 1 8 . 0 1.9' X 2 . 4 ' C O N C RIM EL = 2 5 . 6 3 IE 6" D I W / P L U G W = 2 4 . 4 WAT=23 . 9 B O T = 2 0 . 9 SD 2 4 " C P P FO FO FO FO FO FO FO FO FO EE E E E E E E E E F O F O F O F O F O F O F O FO S S S S S S S S S S S S P S E P S E HH C C C W 2 ' D P 5' 1 0 " D P 2'2" D P BROA D B A N D VAULT MW EL=27 . 0 4 MW EL=26 . 0 7 MW EL=27 . 5 8 MW EL=26 . 7 1 MW EL=26 . 8 7 MW EL=27 . 5 9 10'0 " 10'7" SS SS SS SS SS SS RAILAKDW 716+00 28 27 26 25 25 2 8 28 3 0 30 26 27 25 S F CO FACILITY. SEE DRAWING BT120-CTD103 FOR DETAILS. 7 INSTALL CONSTRUCTION FENCE - 6 FOOT HIGH CHAIN LINK FENCE WITH BLUE FABRIC MESH AND SOUND TRANSIT LOGO. 8 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. KEY NOTES: 20 40 SCALE IN FEET 01020 (1" = 20') N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 4 / 2 5 | 11 : 4 5 A M | SA K S H I G C: \ P W W O R K I N G \ J A C O B S _ B & I \ S A K S H I G @ O S B O R N C O N S U L T I N G . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C T P 2 0 1 - 2 0 5 . D W G S1-BT120-CTP201-205 FACILITY ID: Xrefs: xS1-BT120-VSF100 xS1-BTP120-CPP001 xBRT-CUD05-TB22x34 xS1-BT120-GZK010 xS1-BTP120-CAP001 xS1-BT120-CGP001 xS1-BT120-CMP001 xS1-BT120-CTP001 xS1-BT120-CTN101 GB-SEAL-SS56324 xS1-BT120-CDP001 xS1-BT120-RPP001 xS1-BT120-VRX001 xS1-BT120-CZN002 OSBORN CONSULTING INCORPORATED 2 8 11 1 2 7 1 2 7 5 102 103 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 KEY MAP SW GRA D Y WAY 101 104 105 107 106 MA T C H L I N E : SE E D W G B T 1 2 0 - C T P 2 0 4 MATCHLINE: SEE DWG BT120-CTP205 MA T C H L I N E : SE E D W G B T 1 2 0 - C T P 1 0 2 M A T C H L I N E : S E E D W G B T 1 2 0 - C T P 1 0 1 MATCHLINE: SEE DWG BT120-CTP201 2 2 2 2 3 2 2 2 2 22 2 2 2 2 2 4 12 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT120-RPP201-BT120-RPP205 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL TESC PLAN S RENTON TRANSIT CENTER BT120-CTP203 BT120 058 1 S. SRIDHARAN H. ONG R. PARISH S. SRIDHARAN 0 12/10/2024 SS RP SS ISSUED FOR BID 1 06/13/2025 SS RP SS ADDENDUM #1 RTA/CN 0205-24 1"=20' 1 6-9-2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433258 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. INLET PROTECTION SILT FENCE COMPOST SOCK CONSTRUCTION FENCE LEGEND: SFSF STABILIZED CONSTRUCTION ENTRANCE CONCRETE WASHOUT AREA KEY NOTES: 2 INSTALL INLET PROTECTION PER COR STD PLAN 216.30. SEE DRAWING BT120-CTD102 FOR DETAILS. 13 EXISTING SD PIPE TO REMAIN CONC CONC CONC SIGN DEBRIS SIGN SIGN SIGN CONC ASPH ASPH ASPH ASPH ASPH ASPH ASPH ASPH ASPH ASPH ASPH ASPH ASPHASPH ASPH ASPH ASPH ASPH ASPH ASPH UT UT UT UT H H H H H VLT VLT VLT VLT VLT VLT HH VLTS VLT BUS SHELTERTRASHBIN BUSSIGN TRASHBIN BUS SIGNPOWERCABINET SW SW SWSWDRWDRWYIELD RAISED M A R K E R S RAISED M A R K E R S RAISED MA R K E R S RAISED MAR K E R S RAISED M A R K E R S DOUBLE R A I S E D M A R K E R S RAISED MARKERS DOUBLE RAISED MARKERS BUSSIGN BUS SHELTERTRASHBIN YIELD TRAFFICCONTROLCABINET RAISED MARKERSDOUBLE RAISED MARKERS DOUBLE RAISED MARKERS DOUBLE RAISED MARKERS DOUBLE R A I S E D M A R K E R S RAISED MA R K E R S RAISED MA R K E R S RAISED MAR K E R S RAISED MA R K E R S DOUBLE R A I S E D M A R K E R S DOUBLE RA I S E D M A R K E R S DOUBLE RAISED MARKERS DOUBLE RAISED MARKERS SW SW SW DRW DRW SW SW DRW SW SW SW SW DRW CONC WAL L 36" CMP 36" DI 30" CONC 30" CONC 27" CONC 27" CONC 27" CONC 24" CMP 12" CO N C 4" CO N C 6" DI 12" CPP 12" CPP 12" C O N C 6" CONC 6" CONC 6" CONC6" PVC 12" DI 12" CONC 12" CONC 6" CONC 15" C M P 15" C M P 6" CONC 8" VC 8" CON C 18" CO N C HH TTTETRAFFICVLTTS SLHH TMHGV2WVFOFO2FOMH GVGV GV ITSVLT2TS LTVLT WV4WV LTVLT TC SLHH LTHH CENTU R Y L I N K VLTWV ELECVLTWV GV TS LTHH TS LTVLTELECVLT2 MISCMH TS-LTVLT GV GVSLHHHHLTHHTCHH FOFOMH FOFOMH FOFOMHTS LTHH MW LTHHTMH ICVICV 2WV TMH GV WVWVWV BROADBANDVLTLTHH ICVICVICVICVICVHH WV WV ELECVLTHH ICVICV 2HH WM ELECVLT LT HHWVELEC VLT 2WM WV LT HH ELECVLTLTHHWM ICV GV CW SW SW YIELDFH CONCBENCH YIELD RAISED MARKERS DOUBLE RAISED MARKERS RAISED MARKERS RAISED MARKERS RAISED MARKERS ASPH USECROSSWALK CW SW CO N C B E N C H CONC BENCH YIELD AR T W O R K CONC DRW 35MPH DRW RAISED MARKERS RAISED MARKERSRAISED MARKERS RAISE D M A R K E R S RAISE D M A R K E R S SW ASPH ASPH ASPHCONC SEAMS (TYP) ASPH SW SW SW DRW DRW E CO EE E E E E E E W E EE EEEE WV WV 3WV WV WV 3WV WV WV WV WV3WVWV WV WV HH HH HH HH HH HH HH HH HH HH HH HHHH HH HH HH HHHH HH HH HH 3HH HH HH HH HH HH HH HH HHHH HH HH HH HH HH HH 2 HH HH ELEC VL T ELECVLT ELEC V L T 4ELEC VLTELECVLT ELECVLT 2ELEC VLT ELECVLT 3IRRG 2IRRG 2IRRG GV GV GV WM WM ELECVLT E HH 2WV HH ELECVLT HH HH WM 3TRAFFIC CONTROLCABINETS CO GV GV GM WM WM WM WM WV WV 3WV WV WM W VLT 2VLTS HH T TSHHHH HH HH HH HH TMH VLTTS VLTHH VLT 2" DROP 2" DROP HH GM DETECTORLOOP (TYP) DETECTORLOOP (TYP) 6" CONC HH HH 12" RCP X X SOUNDCOLLISIONCENTER ASPH ASPH ASPH X PP PP PP SIGN LOADLIMIT USECROSSWALK SW PARK &RIDE USECROSSWALK ASPH BLDGEQUIP GAZEBO CONC ELECEQUIP SIGN ONCONC BASE SIGN ONCONC BASE SIGN ONCONC BASE SIGN ONCONC BASE SOUNDCOLLISIONCENTER SW SW SW SW SW DASHE D Y E L L O W SOLID W H I T E MAZDASIGN SW SW SW SIGN ONCONC BASE SIGN ONCONC BASE CONC BASEREMOVED LT 4 BLRD 3 BLRD 3 BLRD 2 BLRDPM WELCOME TOTRUCK CITY SIGN SIGN 2 BLRD / / / /// / / / // / //// / // / // / / / / // / 3 BLRDCHAN SIGN ONCONC BASE BLDEQUIP SIGN POST ONCONC BASE DETECTORLOOP (TYP)DETECTORLOOP (TYP) RAISE D M A R K E R S RAISE D M A R K E R S RAISED M A R K E R S SIGN PIV STORAGESHED MISCVALV SHELTERCANOPY EOP EOP EOP EOP 15 MPHSIGN BLDG BLDG BLDG BLDG INLETRIM EL=24.52NEEDS TRAFFIC CONTROL CBRIM=25.13NEEDS TRAFFIC CONTROL 12" RCP 8" CONC 8" CONC4" CONC 30" CP P 24" C P P 18" DI 18" DI 12" CPP 12" CPP 12" CPP SS METAL POLE METAL POLE METAL POLE / // / SL SL FOFO W SD S S SS CENTURYLINK CENTURYLINK F O CENTURYLINK FO CENTURYLINK FOCENTURYLINK FO CENTURYLINK FO CENTURYLINK FO CENTU R Y L I N K F O PSE 2-PSE 2-PSE 3-PSE PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE RENTONRENTON RENTON RENTON RENTO N RENTON RENT O N RENT O N RENTON RENTON RENTON RENTO NRENTON RENT O N RENTO N RENTO NRENTO N WSDO T F O WSDO T F O 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO UTIL VLT HH HH HH UNKNOWN UTILITY FOVLT HH HH HHELECVAULT HH 2WM HH GV IRRG MWEL=25.08 MWGWMW-3EL=26.16 MWGWMW-1EL=26.60 5'4" DP 6'8" DP 5' DP 4' DP4' DP 3' DP3'9" DP3'4" DP 2'11" DP 6'9" DP 1'DP 1'11" D P 2'3"DP 2' DP 2' DP3'11" DP 3'6" DP 5'9" DP 7'2" DP 6'11" DP 7' DP 6'6" DP 4'4" DP 4'3" DP 3'7" DP 2' DP 4'10" DP 5'9" DP 4'7" DP1'11" DP1'11" DP2'6" DP 5' DP1'4" DP2'6" DP2'2" DP 3'1" DP2'6" DP 1'7" DP 1'9" DP 1'8" DP 1'6" DP 1'6" DP 1'7" DP 1'6" DP 1'9" DP 7'11" DP 11' DP4'9" DP4'9" DP13'6" DP6'3" DP 5'8" DP 4'1" DP 3'6" D P 4'8" DP 12'6" DP 13'6" DP11'6"DP10' DP 8'5" D P 8'11" D P 8'10" D P 9' DP3'3" DP3'1" DP3'2" DP2'10" DP1'6" DP1'3" DP 1'9" DP1'7" DP2'5" DP1'7" DP1'7" DP1'4" DP1'5" DP1'10" DP3'1" DP 1' DP 1'10" DP 1'11" DP 2' DP 3'1" DP 3'1" DP 2'2" DP 2'8" DP2'7" DP 2'8" DP 3'6"DP 3'6" DP 3'9" DP 3'10" DP4'3" DP 2'3" DP 1'7" DP 1'7" DP 2'9" DP 2'1" DP 1'9" DP 1'6" DP 2'1" DP 2'3" DP 2'1" DP 2'3" DP 1'11" DP 1'11" DP 1'11" DP 2'5" D P 1'8" D P 2'1" DP 1'11" DP 2'5" D P 2' DP 2'4"DP 2'10" D P 2'5" DP 2' DP 2'4"DP 2'5" DP5'4" DP5' DP5'5" DP4'8" DP4'DP3'7"DP2' DP 4'11" DP5'2" DP 4'6"DP3'5"DP 1'9" DP 2' DP 4' DP 1'9" DP 5'7" DP 2'7"DP 2'4"DP 2'4" DP 2' DP 1'10" DP 2'1" DP 5'8" DP 3' DP 3'9" DP3'6"DP 4'11" DP 6'7" DP 3'9" DP 2'2" DP 2'4" DP 5'8" DP 8'6" DP 9'11" D P 10' DP 2'DP 5'10" DP 10' DP 3'8" DP3'11"DP 5'1" DP5'3" DP 5'2" DP 6'4" DP6'3" DP 6'7" DP 2' DP 3'2"DP2'6" DP 1'4" DP2'1" DP 7' DP 7' DP 2'8" D P 4'11" DP 6'3" DP 8' DP 2'2" DP 1'3"DP 2'5" DP 1'10" DP 2'3" DP 4'11" D P 3'11" DP 2'8" DP 3'6"DP 3'10" D P 2'7" DP 2'4" DP3'4" DP 3'10" DP3'5" DP 3'2" DP 3'11" DP 3'9" DP 2'4" DP 3'3" DP 5'5"DP 4'10" D P 4'4" DP 5'3" DP 4' DP1'9" DP2'8" D P 2' DP1'11" D P 4'4" D P 6' DP 5' DP2'8" DP 3'8" DP 3'10" DP 2'8" DP 2' DP 3'7" DP2'2" D P 2'4" DP3'8" DP 3' DP 3' DP 3'11" D P 3'9" D P 3'7" D P 1'8" DP 4' DP 5'11" DP 3' DP 1'10" D P 1'2" D P 1'6" DP 1'8" DP 2'3" DP 5'6" DP 2'4" DP 5'4" DP 4'8" DP5'8" DP3'11" DP6'1" DP 6'4" DP6'1" DP5'4" DP 2'4" DP1'6" DP1'4"DP 1'8" DP 1'5" DP 1'1" DP 1'4" DP1'3" DP1'6" DP1'8" DP 1'5" DP 1'5" DP 1'4" DP 1'5" DP 1'8" DP 1'7" DP 2'3" DP 1'7" DP 4' DP 2'6" DP3' DP 1'5" DP 1'6" DP 1'7" DP 2'2" DP 2'5" DP 4' DP 2'5" DP2'2" DP1'11" D P 2' DP 2'1" DP 2'2" DP 1'11" D P 1'6" DP 2'4" D P 2'4" D P 2'4" DP 1'8" DP 4' DP 5'4" DP4'11"DP1'10" DP 2' DP 2'8" DP 2'4" DP3' DP 3'8" DP1'9" DP 4' DP 4' DP 3'6" DP 5' DP 5'11" DP 6'9" DP 5'4" DP7'11" DP 6'7" DP4'5" DP 2'8" DP 2'2" DP 2' DP 2' DP 2'6" DP 2'2" DP 1'9" DP1' DP 3' DP 3' DP 3' DP 2'5" DP 2'6" DP 2'2" D P 2'6" DP 2'5" DP 2'7" DP 2'8" DP 2'5" D P 2'7" DP 2'6" DP 2'4" D P 2'6" D P ' 3'4" D P 2'9" DP 5' DP 2'8" D P3' DP 2' DP 2'10" DP 4'8" DP 5' DP 5'9" DP 5'10" DP 5'8" DP 5'10" DP 2'8" D P 3' DP 6'9" DP 6' DP 7'6" DP 2'1" DP 5'6" DP4' DP2'4" DP 2'5" DP2'5" DP2'8" DP 2'3" DP 1' DP 2'5" DP2'5" DP 1'6" DP 1'5" DP 2'6" DP2'DP4'DP 4'DP 1'9" D P2'5" DP 2'DP PSE 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W12"W12"WABAN-W ABAN-W ABAN-W ABAN-W ABAN-W ABAN- W ABAN-W ABAN-W ABAN-W ABAN - W 12"W 12"W 12"W 12"W 12"W 12"W 400 404 418 CONC SEAMS (TYP) DASHED WHITE WV WV DASHED WHITE SOLID WHITE DASHED WHITE CO 2 BLRD FH 2'4' HH 3'11" DP4'11" DP 3'5" DP 5'5" DP 2'6" DP1'3" DP 1'11" DP3'9" DP1' DP 3' DP 2' DP 4' DP3'10" DP 2'5" DP 2'3" DP2'2" DP 2'2" DP 2' DP1'11" DP 1'5" DP BROADBANDVAULT 2'11" DP 5'11" DP3'8" DP 1' DP 2'8" DP 2' DP 2' DP 3' DP2'3" DP 1'11" DP 3' DP 1' 11" DP 2'3" DP3'11" DP 1'8" DP1'10" DP 4'11" DP 5'2" DP4'4" DP 1'7" DP 1'8" DP 4'5" DP5'6" DP 3'1"DP 3'3" DP1' 8" DP3'2" DP 2'5" DP 1'9" DP 1' DP 1'11" DP 1'5" DP 1'5" DP3'8" DP4'9" DP 1'4" DP 3' DP5'8" DP 5'10" DP6'2" DP5'5" DP 6' DP4' DP1'7" DP 1'9" DP 3' DP 1'5" DP 1'7" DP 2'8" DP 2'4" DP2' DP 1'9" DP1'5" DP 1'5" DP 2'6" DP1'4" DP 1'5" DP1'9" DP 2'4" DP2'4" DP2'6" DP3'10" DP 2' DP2' DP 5'5"DP6'7" DP3'5" DP 1'8" DP 4'2" DP 2'4" DP 12' DP 2'4" DP 1' DP 1' DP 6'11" 3'6" 4'8" 8'11" 1'7" 2' 3'9" 4'10" 1'1" 1'5"1'4" 1'7" 1'10" 1'7" 1'11" 2'2" 1' 0'11" 6'9"4'5" 1' 2'10" 1'9"1' 3' ED(TYP.) ED(TYP.) ED(TYP.) ED(TYP.) 1'2"1'10" 2'9" 2'3" 2' 2' 3'3'4"1'3"4'3'2"3'4' 2'6" 2' 3' 3' 1'8"1'2"1'2" 2'7" 2'5"2'7"3'8"2'2" 1'7" 2'9" 4'2' 3' 3'3' 3' 3'10" 4'1" 4'9"7" 4'1" 3'11" 5'9" 2'1" 1'11" 1'9" 2'1" 1'8" 4'3" 3'9"4'7"3'11"3'7" 3'11" 10" 1'9"1'7" 5" 2'1" 1'11" 9"2'4" 3'1"2'11"3'3" 3'11" 3' 5'2" 4'1" 4'7"2'11"2'9"1'4"1'7" 2'9" 2'1" 2'7"2'11" 3'4" 3'9" 2'10" 2'2" 2'11" 1'9" 1'5" 1'7" 1'7" 1'10" 1'8" 1'7"2'11"2'1"2'2'3"1'9" 1'6" 1'8" 1'7" 1'11" 2'1" 1'7" 1'6" 1'6"1'2" 1'4" 1'5" 2'3" 2'1" 2'7"3'1"3'1" 2'3'4"3'3"1'11"3'5"2'1"2'3" 2'9" 2'1" 2'4" 1'4"1'5"1'4"1'3"1'6"1'6"1'11"1'5"2'3'10" 1'3"1'6"1'4"3'9" 1'5"1'11" 3'11"3'9" 1'7" 3'10"4'10"4'9" 4'10" 1'3" 1'8" 4'1" 4'9"4'9" 2'7"2'10" 4'1"6'6"5'7" 2'9" 1'1" 2'7" 3'4" 2'10" 2'3" 1'10"8"10" 2'9" 2'6" 2'1"1'8"1'11" 2'5"2'3" 2'7" 2'11" 1'7" 1'9"2'2"2'2" 1'7" 4'9" 4'11"2'8"2'1"2'8"2'7"2'5" 7"1'1" 1'4" 2'2'1" 2'9" 6'3" 5'4" 5'3" 4'9" 5'7"3'10" 4'11" 5'11" 6'8"6'11" 3'10" 1'6" 4'1"4'2" 4'7" 5'9" 5'8"4'8"5'11" 3'11" 4'1" 3'9" 4'5" 2'11"3'1" 5'2" 4'11" 4'7"4'1"4'6" 4'8"4'6"5'3"4'6" 4'9" 4'11" 3'7" 4' 1' HH HHHHHH ELEC VLT 2 WM ELEC VLT HHHH SLHH SOUTHRENTON RULES &REGULATIONSLOADLIMIT LP W / SPEEDLIMIT SIGN SLHH HANDICAP GUIDELINES PERMITPRKG BIKESTORAGEHANDICAP NO PARKFIRE LANE WV ELECPEDGROUNDROD STOPSIGN BUSINFO STOPSIGN STOPSIGNBUSINFO SOLID YELLOWSOLID WHITE SOLID WHITE SOLI D YELL O W HANDICAPSOUTHRENTON SOUTHRENTONSOUTHRENTON PERMITPRKG PERMITPRKG 1.5' RET WALLPLANTER 1.5' RET WALLPLANTER MWEL=26.43MWEL=27.18 MWEL=27.18 MWEL=27.04 MWEL=27.17 MWEL=26.07 MWEL=27.58MWEL=26.71 MWEL=26.87 MWEL=27.59 MWEL=27.00 MWEL=26.12 MWEL=26.25 MW RTN001-13EL=26.03 MWEL=26.11 MW RTN002-05EL=26.32MW RTN002-06EL=26.35 2'10" 3'10" 3'0" 4'0" 4'3"4'6"4'11"5'0" 5'5" 6'0" 6'3" 6'6" 7'0" 7'2" 7'9" 8'0"8'2"8'6" 10'0" 10'7" CO 2 WV ELECVLT HH HH PRO P E R T Y LINE , T Y P 24 S GRADY WAY LAKE A V E S RAINIE R A V E S S 7TH ST HARD I E A V E S W S GRADY WAY RAINIER A V E S RAINI E R A V E S SW GRADY WAY S GRADY WAY SW 7TH ST CO X X CONC CONC ASPH SSMH RIM=27.27 UNABLE TO OPEN SSMH 48"Ø CONC RIM=25.79 IE 8" CONC NE=17.1 IE 6" CONC E=18.5 IE 8" DI SE=21.8 IE 8" VC SW=18.2 RIM=27.64 UNABLE TO ACCESS SDMH 60"Ø CONC RIM=26.62 12" CPP NE=UNABLE TO SEE IE 30" CONC NE=19.1 IE 30" CONC W=19.4 WAT=20.4 BOT=18.7 CB 1.7' X 2.2' CONC RIM=25.21 IE 12" CPP SW=23.0 WAT=23.0 BOT=22.6 SDMH 60"Ø CONC RIM=26.13 IE 12" CPP NE=21.5 IE 27" CONC E=19.7 IE 30" CONC SW=19.2 WAT=20.4 BOT=17.6 CB 2.1' X 1.6' CONC RIM=25.47 IE 8" CONC N=24.1 IE 12" CPP SW=24.0 WAT=24.0 BOT=23.6 CB 2.1' X 1.8' CONC RIM=26.15 IE 12" CONC N=20.3 IE 12" UNK S=19.9 WAT=20.6 BOT=18.8 SDMH RIM=26.16 UNABLE TO OPEN CB 1.6' X 2.1' CONC RIM=25.82 IE 4" CONC S=24.1 IE 12" CPP NW=24.1 WAT=23.9 BOT=23.2 CB 1.4' X 1.4' CONC RIM=26.93 N PIPE NOT VISIBLE IE 6" DI W=26.0 WAT=26.4 BOT=24.5 SDMH 60"Ø CONC RIM=27.40 IE 27" CONC W=19.8 IE 27" CONC NE=19.4 WAT=19.6 BOT=18.9 SS S D 6" CON C SW 2VLTS F O FO FO FO FO FO FO F O FO FO FO ASPH LA N D S C A P I N G SW OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE SIGN POST ON CONC BASE OE OE OE EO P EO P CB 2.2' X 1.9' CONC RIM EL=25.02 IE 12" RCP E=21.8 WAT=21.9 BOT=20.4 SD SS SS SS SS SS COMCAST C O M C A S T C O M C A S T 2-PSE 2-PSE W W W 1'7" DP 1'6" DP 1'9" DP 1'5" DP 1'7" DP SS SS SS SS SS SS S S 2'1" 2'9" MW EL=26.43 MW EL=27.18 MW EL=27.18 8'0" 8'2" 8'6" 10'0" SS SS SS SS SS CB 1.6' X 2.1' C O N C RIM EL=26 . 0 1 IE 6" PVC S E = 2 4 . 7 WAT=24.8 B O T = 2 2 . 6 S D S D LAKE 400+00 LA K E 4 0 1 + 0 0 GRADY 1 5 9 + 0 0 LAKE STA 400+00.05 = GRADY STA 158+70.91 RAILAKDW 717+00 RAILAKDW 718+00 RAILAKDW 719+00 RAILA K D W 7 2 0 + 0 0 RAIL A K D W 7 2 1 + 0 0 27 27 28 29 29 30 30 28 28 29 27 28 26 2 6 26 27 262 6 2 8 28 29 27 2 8 IE (OUT) 23.20 SF SF SF SF SF SF SF CO 20 40 SCALE IN FEET 01020 (1" = 20') N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 4 / 2 5 | 11 : 4 5 A M | SA K S H I G C: \ P W W O R K I N G \ J A C O B S _ B & I \ S A K S H I G @ O S B O R N C O N S U L T I N G . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C T P 2 0 1 - 2 0 5 . D W G S1-BT120-CTP201-205 FACILITY ID: Xrefs: xS1-BT120-VSF100 xS1-BTP120-CPP001 xBRT-CUD05-TB22x34 xS1-BT120-GZK010 xS1-BTP120-CAP001 xS1-BT120-CGP001 xS1-BT120-CMP001 xS1-BT120-CTP001 xS1-BT120-CTN101 GB-SEAL-SS56324 xS1-BT120-CDP001 xS1-BT120-RPP001 xS1-BT120-VRX001 xS1-BT120-CZN002 OSBORN CONSULTING INCORPORATED 2 2 2 102 103 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 KEY MAP SW GRA D Y WAY 101 104 105 107 106 MA T C H L I N E : SE E D W G B T 1 2 0 - C T P 2 0 3 MA T C H L I N E : SE E D W G B T 1 2 0 - C T P 2 0 5 MATCHLINE: SEE DWG BT120-CTP202 MATCHLI N E : SEE DWG B T 1 2 0 - C T P 1 0 4 MATCHLI N E : SEE DWG B T 1 2 0 - C T P 1 0 5 MA T C H L I N E : SE E D W G B T 1 2 0 - C T P 1 0 6 2 2 13 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT120-RPP201-BT120-RPP205 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL TESC PLAN S RENTON TRANSIT CENTER BT120-CTP204 BT120 059 1 S. SRIDHARAN H. ONG R. PARISH S. SRIDHARAN 0 12/10/2024 SS RP SS ISSUED FOR BID 1 06/13/2025 SS RP SS ADDENDUM #1 RTA/CN 0205-24 1"=20' 1 1 2 6-9-2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433259 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. INLET PROTECTION SILT FENCE COMPOST SOCK CONSTRUCTION FENCE LEGEND: SFSF STABILIZED CONSTRUCTION ENTRANCE CONCRETE WASHOUT AREA KEY NOTES: 2 INSTALL INLET PROTECTION PER COR STD PLAN 216.30. SEE DRAWING BT120-CTD102 FOR DETAILS. 3 INSTALL SILT FENCE PER COR STD PLAN 214.00. 4 INSTALL COMPOST SOCK PER WSDOT STD PLAN I-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. 7 INSTALL CONSTRUCTION FENCE - 6 FOOT HIGH CHAIN LINK FENCE WITH BLUE FABRIC MESH AND SOUND TRANSIT LOGO. CONC CONC CONC SIGN DEBRIS SIGN SIGN SIGN CONC ASPH ASPH ASPH ASPH ASPH ASPH ASPH ASPH ASPH ASPH ASPH ASPH ASPHASPH ASPH ASPH ASPH ASPH ASPH ASPH UT UT UT UT H H H H H VLT VLT VLT VLT VLT HH VLTS VLT BUS SHELTERTRASHBIN TRASHBIN SW SW SW SW DRW DRW BUS SHELTERTRASHBIN TRAFFICCONTROLCABINET C&G C&G C&G C&G C&G C&G C&G C&G SW SW SW DRW DRW SW SW DRW SW SW SW SW DRW EXTR C O N C C U R B EXTR CONC C U R B EXTR CONC CURB CONC WAL L 6" CONC 8" VC 8" CON C 18" C O N C TTTETRAFFICVLT TMHGV2WVFOFO GVGV GVWV4WV WV WV GV 2 MISCMH GV GV FO FO FO MW TMH ICVICV 2WV TMH GV WVWVWV ICVICVICVICVICV WV WV ICVICV WM WV 2WM WV WM ICV GV GATE CW SW SW FH CONCBENCH ASPH 4' WOO D F N C CW SW CO N C B E N C H CONC BE N C HARTWORKCONC DRW DRW SW ASPH ASPH ASPHCONC SEAMS (TYP) C&G C&G C&G C&G C&G ASPH SW SW SW DRW DRW E COEE E E E E E E W E EE EEEE WV WV 3WV WV WV 3WV WV WV WV WV3WVWV WV WV3IRRG 2IRRG 2IRRG GV GV GV WM WM E 2WV WM 3TRAFFIC CONTROLCABINETS GV GV GM WM WM WM WM WV WV 3WV WV WM W VLT 2VLTS HH TTMH GM DETECTORLOOP (TYP) DETECTORLOOP (TYP) 6' CLEF 6' TEMP CLEF 6' TEMP CLEF 6' TEMP CLEF 6' TEMPCLEF 8' CLEF ASPH ASPH ASPH 5.5' CLEF SW 2' FNC C&G C&G C&G GATE 6' CLEF ASPH 5.5' CLEF 6' CLEF BLDGEQUIP GAZEBO CONC SW SW SW SW SW C&G SW SW SWC&G CONC BASEREMOVED LT 4 BLRD 3 BLRD 3 BLRD 2 BLRD 6' TEM P C L E F 6' CLEF 2 BLRD / / / /// / / / // / //// / // / // / / / / // / 3 BLRD WHEEL STOPS (TYP) WHEE L S T O P S ( T Y P ) 6' TEM P C L E F SIGN POST ONCONC BASE WHEELSTOPS (TYP) 6' CLEF DETECTORLOOP (TYP)DETECTORLOOP (TYP) PIV GATE STORAGESHED MISCVALV SHELTERCANOPY EOP EOP EOP EOP BLDG BLDG BLDG BLDG SS METAL POLE METAL POLE METAL POLE / // / SL SL FOFO W SD SS CENTURYLINK CENTURYLINK F O CENTURYLINK FO CENTURYLINK FOCENTURYLINK FO CENTURYLINK FO CENTURYLINK FO CENT U R Y L I N K F O PSE 2-PSE 2-PSE 3-PSE PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE 2-PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE PSE RENTONRENTON RENTON RENTON RENTO N RENTON RENT O N RENT O N RENTON RENTON RENTON RENTO NRENTON RENT O N RENTO N RENTO NRENTO N WSDO T F O WSDO T F O 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO PSE GAS PSE G A S PSE GAS PSE G A S PSE GAS PSE GAS PSE GAS PSE GAS PSE GAS PSE GAS PSE G A S PSE G A S PSE GAS PSE GAS FOVLT 2WM HH GV IRRG BOREHOLEGA-10EL=26.31 BOREHOLESB-1EL=27.17 BOREHOLEGA-14EL=26.36 BOREHOLEP-14EL=25.43 BOREHOLEP-12EL=25.14 BOREHOLEGA-1EL=25.09 BOREHOLEGA-2EL=25.98 MWEL=25.08 BOREHOLERW10EL=25.30 MWGWMW-3EL=26.16 BOREHOLEGA-3EL=25.97 MWGWMW-1EL=26.60 BOREHOLEGA-4EL=26.06 BOREHOLESH-5EL=26.22 BOREHOLEGA-8EL=26.69 BOREHOLEGA-5EL=27.71 BOREHOLEGA-7EL=27.67 BOREHOLEGA-6EL=27.90 BOREHOLEGA12EL=26.45 BOREHOLEGA-13EL=26.06 BOREHOLEP-15EL=25.66 5'4" DP 6'8" DP5' DP 4' DP4' DP 3' DP 3'9" DP3'4" DP 2'11" DP 6'9" DP 1'DP 1'11" D P 2'3"DP 2' DP 2' DP3'11" DP 3'6" DP 5'9" DP 7'2" DP 6'11" DP 7' DP 6'6" DP 4'4" DP 4'3" DP 3'7" DP 2' DP 7'11" DP 11' DP4'9" DP4'9" DP13'6" DP 6'3" DP 5'8" DP 4'1" DP 3'6" D P 4'8" DP 12'6" DP13'6" DP11'6"DP10' DP 8'5" D P 8'11" D P 8'10" D P 9' DP 2'2" DP 2'8" DP2'7" DP 2'8" DP 3'6" DP 3'9" DP 3'10" DP4'3" DP 2'3" DP 1'7" DP 5'4" DP 4'DP3'7"DP 4'11" DP5'2" DP 4'6"DP3'5"DP 5'7" DP 2'7"DP 2'4"DP 5'8" DP 3' DP 3'9" DP3'6"DP4'11" DP 6'7" DP 3'9" DP 2'2" DP 2'4" DP 5'8" DP 8'6" DP 9'11" D P 10' DP 2'DP 5'10" DP 10' DP 3'8" DP3'11"DP 5'1" DP5'3" DP 5'2" DP 6'4" DP6'3" DP 6'7" DP 2' DP 3'2"DP2'6" DP 1'4" DP 2'1" DP 7' DP 7' DP 2'8" D P 4'11" DP 6'3" DP 8' DP 2'2" DP 1'3"DP 2'5" DP 1'10" DP 2'3" DP 4'11" D P 3'11" DP 2'8" DP 3'6"DP 3'10" D P 2'7" DP 2'4" DP3'4" DP 3'10" DP3'5" DP 3'2" DP 3'11" DP 3'9" DP 2'4" DP 3'3" DP 5'5"DP 4'10" D P 4'4" DP 5'3" DP 1'10" D P 1'2" D P 1'6" DP 1'8" D P 2'3" DP 5'6" DP 4'8" DP5'8" DP3'11" DP6'1" DP 6'4" DP6'1" DP5'4" DP 4' DP 5'4" DP4'11"DP 4' DP 3'6" DP 5' DP 5'11" DP 6'9" DP5'4" DP7'11" DP 6'7" DP4'5" DP 2'8" D P 6'9" DP 6' DP 7'6" DP 5'6" DP 1'9" D P2'5" DP 2'DP 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W ABAN-W ABAN-W ABAN-W ABAN-W ABAN-W ABAN- W ABAN-W ABAN-W ABAN-W ABAN - W 12"W 12"W 12"W 12"W 12"W 12"W 400 404 418 CONC SEAMS (TYP) C&G WV WV EXTRUDED CURB CO 2 BLRD FH EXTR CONCCURB EXTR CONCCURB 4'11" DP5'5" DP 2'6" DP1'3" DP 1'11" DP 2'2" DP 2'2" DPBROADBANDVAULT 2'11" DP 3' DP2'3" DP 1'11" DP 2'3" DP3'11" DP 4'11" DP 5'2" DP4'4" DP 4'5" DP5'6" DP 6' DP4' DP 5'5"DP6'7" DP 4'2" DP 2'4" DP 12' DP 6'11" 3'6" 4'8" 8'11" 1'7" 2' 3'9" 4'10" 6'9"4'5" ED(TYP.) ED(TYP.) ED(TYP.) ED(TYP.) 2'5"2'7"3'8"2'2" 3'10" 4'1" 4'9"7" 4'1" 3'11" 5'9" 5" 2'1" 1'11" 9"2'4" 3'1"2'11"3'3" 3'11" 3' 5'2" 4'1" 4'7"2'11"2'9"1'4"1'7" 2'9" 2'1" 2'7"2'11" 3'4" 3'9" 2'10" 4'9" 4'11"2'8"2'1"2'8"2'7"2'5" 7"1'1" 1'4" 2'2'1" 2'9" 6'3" 5'4" 5'3" 4'9" 5'7"3'10" 4'11" 5'11" 6'8"6'11" 3'10" 1'6" 4'1"4'2" 4'7" 5'9" 5'8"4'8"5'11" 3'11" 4'1" 3'9" 4'5" 2'11"3'1" 5'2" 4'11" 4'7"4'1"4'6" 4'8"4'6"5'3"4'6" 4'9" 4'11" 3'7" 2 WM BIKESTORAGE WV 6" TREE30' DLN 1.5' RET WALLPLANTER 1.5' RET WALLPLANTER MWEL=26.43MWEL=27.18 MWEL=27.18 MWEL=27.04 MWEL=27.17 MWEL=26.07 MWEL=27.58MWEL=26.71 MWEL=26.87 MWEL=27.59 MWEL=27.00 MWEL=26.12 MWEL=26.25 MW RTN001-13EL=26.03 MWEL=26.11 MW RTN002-05EL=26.32MW RTN002-06EL=26.35 2'10" 3'10" 3'0" 4'0" 4'3"4'6"4'11"5'0" 5'5" 6'0" 6'3" 6'6" 7'0" 7'2" 7'9" 8'0"8'2"8'6"10'0" 10'7" CO 2 WV HH PRO P E R T Y LINE , T Y P 24 CO X X X X X X X X X X X X X X R A I N I E R A V E S N B R A I N I E R A V E S S B GRAD Y W A Y E B ASPH ASPH ASPH SSMH 36"Ø C O N C RIM=2 7 . 9 7 IE 8" V C N E = 1 4 . 5 IE 8" C O N C S = 1 3 . 9 2.3' X 2 . 0 ' C O N C CB 2.1' X 1 . 9 ' C O N C RIM=2 6 . 6 1 IE 12 " D I S E = 2 2 . 7 IE 12 " D I W = 2 2 . 7 WAT=2 2 . 6 B O T = 1 9 . 8 INLET RIM=2 6 . 8 8 CB 2.1' X 1 . 8 ' C O N C RIM=2 6 . 4 2 IE 12 " C P P N W = 2 3 . 6 WAT=2 3 . 2 B O T = 2 1 . 8 INLE T RIM=2 8 . 7 5 SDMH 48"Ø B R I C K RIM=2 8 . 8 9 IE 30" C O N C E = 1 9 . 9 IE 24 " C O N C W = 1 9 . 8 WAT=2 0 . 4 B O T = 1 9 . 5 CB RIM=2 6 . 7 8 IE 8" D I S = 2 5 . 5 WAT=2 5 . 3 B O T = 2 2 . 9 CB RIM=2 5 . 9 0 CB 2.3' X 2 . 2 ' C O N C RIM=2 5 . 6 5 IE 6" D I S = 2 4 . 5 WAT=2 4 . 4 B O T = 2 1 . 3 S D S D S S S S S S S S S S S S S D 30" C O N C 8 " C O N C HH 12" TR E E 28' DL N 11" ST U M P CO N C B E N C H LANDS C A P I N G C O N C 5" TRE E 8' DLN 5" TRE E 11' DL N RAISE D M A R K E R S RAISE D M A R K E R S R A I S E D M A R K E R S R A I S E D M A R K E R S S W MULTIP L E 6" TRE E S 35' DL N A S P H OE OE OE SWL A N D S C A P I N G D R W E E E E RIM= 2 8 . 6 6 WV WV HH HH HH 3HH HH 2 HH HH 4ELE C V L T WM 3TRAF F I C C O N T R O L CABIN E T S W E EE FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO SD SD SD FO FO FO FO FO FO FO FO S D S D SS SS SS SS SS E FOF O FO CONC B A S E REMO V E D L T OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE INLE T RIM EL = 2 6 . 7 8 UNABL E T O O P E N CB60" CO N C RIM EL = 2 8 . 3 5 IE 24" C P P N = 1 9 . 4 IE 30" C P P N E = 1 9 . 8 IE 12" C P P S = 2 1 . 7 IE 36" C P P S W = 1 9 . 6 BOT=1 7 . 8 SDMH 48" CO N C RIM EL = 2 8 . 7 1 IE 12" D I N = 2 2 . 6 IE 12" D I S = 2 2 . 8 WAT=22 . 6 B O T = 2 0 . 6 CB 1.6' X 2 . 1 ' C O N C RIM EL = 2 6 . 9 IE 12 " R C P N E = 2 3 . 2 IE 8" D I S W = 2 3 . 2 IE 8" D I N W = 2 3 . 6 WAT=2 3 . 2 B O T = 2 2 . 0 0 CB1.7' X 2 . 2 ' C O N C RIM EL = 2 6 . 5 5 IE 4" C O N C W = 2 5 . 2 WAT=25 . 2 B O T = 2 4 . 9 SD4" CO N C 3 0 " C P P COMC A S T COMC A S T 2-PSE 2-PS E 2-PS E 2-ZA Y O F O UTIL V L T HH BORE H O L E GA12 EL=26 . 4 5 BORE H O L E GA-13 EL=26 . 0 6 BORE H O L E EL=25 . 6 6 5'9" D P 7'2" D P 6'11" D P 7' DP 6'6" D P 4'10" D P 5'9" D P 4'7" D P 1'6" D P 1'3" D P 1'9" D P 1'7" D P 2'5" D P 1'7" D P 1'7" D P 1'4" D P 1'5" D P 1'10" D P 2 ' 1 " D P 1 ' 1 1 " D P 2 ' 5 " D P 2 ' D P 2 ' 4 " D P 2 ' 1 0 " D P 2 ' 5 " D P 2 ' D P 4'11" DP 5 ' 2 " D P 1 2 " W 1 2 " W 1 2 " W SOLID W H I T E DASH E D W H I T E SD SD SD SD 3' DP 2'3" D P 1'11" D P 1' 11" D P 1'7" D P 3'8" D P 4'9" D P 3' DP 5'8" D P 5'10" D P 6'2" D P 5'5" D P 6'11 " ED (TY P . ) MW EL=27 . 1 7 SD SD SD SD SD SD SD HH GRA D Y 1 5 3 + 0 0 GRA D Y 1 5 4 + 0 0 R A I N I E R 2 0 2 + 0 0 S GR A D Y W A Y R A I N I E R A V E S 28 29 29 2 7 28 28 27 26 25 24 28 28 SF SF SF SF SF SF SF SF SF S F S F S F S F S F 20 40 SCALE IN FEET 01020 (1" = 20') N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 4 / 2 5 | 11 : 4 5 A M | SA K S H I G C: \ P W W O R K I N G \ J A C O B S _ B & I \ S A K S H I G @ O S B O R N C O N S U L T I N G . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C T P 2 0 1 - 2 0 5 . D W G S1-BT120-CTP201-205 FACILITY ID: Xrefs: xS1-BT120-VSF100 xS1-BTP120-CPP001 xBRT-CUD05-TB22x34 xS1-BT120-GZK010 xS1-BTP120-CAP001 xS1-BT120-CGP001 xS1-BT120-CMP001 xS1-BT120-CTP001 xS1-BT120-CTN101 GB-SEAL-SS56324 xS1-BT120-CDP001 xS1-BT120-RPP001 xS1-BT120-VRX001 xS1-BT120-CZN002 OSBORN CONSULTING INCORPORATED M A T C H L I N E S E E D W G B T 1 2 0 - C T P 1 0 1 MATCHLINE SEE DWG BT120-CTP203 3 2 2 2 102 103 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 KEY MAP SW GRA D Y WAY 101 104 105 107 106 MAT C H L I N E SEE D W G B T 1 2 0 - C T P 1 0 4 4 7 3 2 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT120-RPP201-BT120-RPP205 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL TESC PLAN S RENTON TRANSIT CENTER BT120-CTP205 BT120 060 1 S. SRIDHARAN H. ONG R. PARISH S. SRIDHARAN 0 12/10/2024 SS RP SS ISSUED FOR BID 1 06/13/2025 SS RP SS ADDENDUM #1 RTA/CN 0205-24 1"=20' 1 6-9-2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433260 EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES PER COR STD 268.00: 1.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. 8.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. 10.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. 11.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 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST 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. 13.WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY. 14.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. 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. 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 ESC 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 DESIGN FLOW (SECTION D.2.1.5). 9.SURFACE WATER CONTROLS ARE REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED 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, AND 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 AT 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. No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 4 / 2 5 | 11 : 4 9 A M | SA K S H I G C: \ P W W O R K I N G \ J A C O B S _ B & I \ S A K S H I G @ O S B O R N C O N S U L T I N G . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C T N 1 0 1 . D W G S1-BT120-CTN101 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CTN101 GB-SEAL-SS56324 OSBORN CONSULTING INCORPORATED CONSTRUCTION STORMWATER VOLUMES AND FLOW RATES TEMPORARY STORMWATER FACILITY LOCATION APPROXIMATE CONTRIBUTING AREA (SF) DESIGN STORM PEAK FLOW RATE (CFS) APPROXIMATE VOLUME (CF) TDA SRTC 1 - WEST HOLDING TANKS 7,451 2 YEAR, 24 HR 2.933 21,386 10 YEAR, 24 HR 4.34 31,646 TDA SRTC 1 - EAST HOLDING TANKS 4,841 2 YEAR, 24 HR 1.906 13,898 10 YEAR, 24 HR 2.819 20,555 1 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL STANDARD TESC NOTES ---- BT120-CTN101 BT120 061 1 S. SRIDHARAN H. ONG R. PARISH S. SRIDHARAN 0 12/10/2024 SS RP SS ISSUED FOR BID 1 06/13/2025 SS RP SS ADDENDUM #1 RTA/CN 0205-24 NTS 6-9-2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433261 No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 9 / 2 4 | 2: 2 2 P M | SA K S H I G C: \ P W W O R K I N G \ J A C O B S _ B & I \ S A K S H I G @ O S B O R N C O N S U L T I N G . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C T D 1 0 1 - 1 0 4 . D W G S1-BT120-CTD101-104 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 GB-SEAL-SS56324 OSBORN CONSULTING INCORPORATED STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL STANDARD TESC DETAILS BT120-CTD101 BT120 S. SRIDHARAN H. ONG R. PARISH S. SRIDHARAN 0 12/10/2024 SS RP SS ISSUED FOR BID NTS 12-02-2024 0062 RTA/CN 0205-24 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433262 No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 9 / 2 4 | 2: 2 2 P M | SA K S H I G C: \ P W W O R K I N G \ J A C O B S _ B & I \ S A K S H I G @ O S B O R N C O N S U L T I N G . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C T D 1 0 1 - 1 0 4 . D W G S1-BT120-CTD101-104 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 GB-SEAL-SS56324 OSBORN CONSULTING INCORPORATED STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL STANDARD TESC DETAILS BT120-CTD102 BT120 S. SRIDHARAN H. ONG R. PARISH S. SRIDHARAN 0 12/10/2024 SS RP SS ISSUED FOR BID NTS 12-02-2024 0063 RTA/CN 0205-24 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433263 No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 9 / 2 4 | 2: 2 2 P M | SA K S H I G C: \ P W W O R K I N G \ J A C O B S _ B & I \ S A K S H I G @ O S B O R N C O N S U L T I N G . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C T D 1 0 1 - 1 0 4 . D W G S1-BT120-CTD101-104 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 GB-SEAL-SS56324 OSBORN CONSULTING INCORPORATED STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL STANDARD TESC DETAILS BT120-CTD103 BT120 S. SRIDHARAN H. ONG R. PARISH S. SRIDHARAN 0 12/10/2024 SS RP SS ISSUED FOR BID NTS 12-02-2024 0064 RTA/CN 0205-24 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433264 No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 9 / 2 4 | 2: 2 2 P M | SA K S H I G C: \ P W W O R K I N G \ J A C O B S _ B & I \ S A K S H I G @ O S B O R N C O N S U L T I N G . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C T D 1 0 1 - 1 0 4 . D W G S1-BT120-CTD101-104 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 GB-SEAL-SS56324 OSBORN CONSULTING INCORPORATED STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL STANDARD TESC DETAILS BT120-CTD104 BT120 S. SRIDHARAN H. ONG R. PARISH S. SRIDHARAN 0 12/10/2024 SS RP SS ISSUED FOR BID ------------------------ ------------------------ ------------------------ ------------------------ ------------------------ ------------------------ NTS 12-02-2024 0065 RTA/CN 0205-24 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433265 X X X X CONC CONC CONC UT H H H H H / / / / / / TT T E TMH GVFOFO GV GV GV GV GV GV FO FO FO TMH ICV ICV TMH GV IC V ICVIC V ICVICV ICV ICV IC V GV E CO E E E E E E E E W E EE E E EE GV GV GV E CO GV GV GM 2VLTS HH TTMH GM X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X // // / / / / // / / / / / //// / / / //////// // / / / ///// ///// / / / / / / / / / / ///// / / / / / / / /// / /// / ///////// / / / / / / / //// // //// / / / / / / /////// / / / / / / / / / / / / / / ////// / / /// /////// / ////// / / / G METAL POLE METAL POLE METAL POLE / / / / / / ///// / / / / / / // / // SL SL G G G SSSSSSSSSSSSSSSSSSSSSSSS FOVLT HH GV CO BROADBANDVAULT 6'11" 3'6" 4'8 " 8'1 1 " 2' 4'5" 3'1"2'11"3'3" // 6" TREE30' DLN CO HH / / / / / / / / / // / / / / / / / //////////// X X X X CONC CONC CONC UT H H H H H / / / / / / TT T E TMH GVFOFO GV GV GV GV GV GV FO FO FO TMH ICV ICV TMH GV IC V ICVIC V ICVICV ICV ICV IC V GV E CO E E E E E E E E W E EE E E EE GV GV GV E CO GV GV GM 2VLTS HH TTMH GM X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X // // / / / / // / / / / / //// / / / //////// // / / / ///// ///// / / / / / / / / / / ///// / / / / / / / /// / /// / ///////// / / / / / / / //// // //// / / / / / / /////// / / / / / / / / / / / / / / ////// / / /// /////// / ////// / / / G METAL POLE METAL POLE METAL POLE / / / / / / ///// / / / / / / // / // SL SL G G G SSSSSSSSSSSSSSSSSSSSSSSS FOVLT HH GV CO BROADBANDVAULT 6'11" 3'6" 4'8 " 8'1 1 " 2' 4'5" 3'1"2'11"3'3" // 6" TREE30' DLN CO HH / / / / / / / / / // / / / / / / / //////////// 1.UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE MEASURED TO THE BACK OF CURB. 2.PROTECT EXISTING UTILITIES AND FEATURES WITHIN PROJECT LIMITS UNLESS NOTED OTHERWISE. 3.REMOVE SIDEWALK AND CURB AND GUTTER TO NEAREST JOINT. 4.SEE SHEETS BT120-CMP101-CMP107 AND BT120-CMP201-CMP205 FOR SIGN REMOVALS. 5.SEE SHEETS BT120-CDP101-CDP107 AND BT120-CDP201-CDP205 FOR DRAINAGE REMOVALS. 6.SEE SHEETS BT120-UCP101-UCP107 AND BT120-UCP201-UCP205 FOR UTILITY REMOVALS. 7.SEE SHEETS BT120-TSS101-TSS106 AND BT120-TSD101-TSD105 FOR SIGNAL REMOVALS. 8.SEE SHEETS BT120-CLP101-CLP107 AND BT120-CLP201-CLP205 FOR LIGHTING REMOVALS. 9.SEE SHEETS BT120-ESP101 AND BT120-ESP401 FOR ELECTRICAL REMOVALS. 10.CHANNELIZATION REMOVALS OUTSIDE OF SAWCUT LIMITS ARE SHOWN ON THE SITE PREPARATION PLANS. CHANNELIZATION WITHIN SAWCUT LIMITS ARE ASSUMED TO BE INCLUDED WITH PAVEMENT REMOVALS. 11.PAVEMENT IS TO BE SAWCUT WHEN REMOVAL LIMITS ABUT PAVEMENT TO REMAIN IN PLACE. 12.SEE SHEETS BT120-GZK001 AND SHEETS BT120-GZN001-GZN007 FOR GENERAL KEY PLAN, GENERAL ABBREVIATIONS, AND GENERAL SYMBOLS AND LEGEND. GENERAL SITE PREPARATION NOTES TREE PROTECTION NOTES 1.CONTRACTOR SHALL INSTALL TREE PROTECTION FENCING PRIOR TO ANY GROUND DISTURBANCE WORK. SEE SHEET BT120-LTD101 FOR DETAIL. 2.WORK WITHIN THE TPZ SHALL BE PERFORMED IN ACCORDANCE WITH THE TREE PROTECTION DETAIL ON SHEET BT120-LTS102, TEMPORARY TREE PROTECTION SPECIFICATIONS AND THE APPROVED PROTECTED TREE AND PLANT MAINTENANCE PLAN. No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 1 1 / 2 5 | 12 : 4 6 P M | YS H E N C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - S H E N Y \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C S P 1 0 0 . D W G S1-BT120-CSP100 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CXN001 xS1-BT120-VRX001 xS1-BT120-VSF100 xS1-BT120-GZK020 GB-SEAL-LBR22025708 xS1-BT120-VCN001 xS1-BT120-CSP001 xS1-BT120-CZN002 22025708 STATE O F WASHIN G T O N REGISTE R E D P R O FESSIONAL E N GINEER LORI B E T H RED M A N N SCALE IN FEET 040 8080 160 (1" = 80') HA R D I E A V E AREA MAP 1" = 80' S GRADY W A Y LA K E A V E S SR - 1 6 7 RAI N I E R A V E S NORTH DRIVEWAY SOUTH DRIVEWAY102 103 201 202 203 204 205 101 104 105 106 107 CROSS REFERENCING OF DRAWINGS BASE SHEET TITLE 1"=20' DRAWING SETS S1-BT120-CSP101 S1-BT120-CSP102 S1-BT120-CSP103 S1-BT120-CSP104 S1-BT120-CSP105 S1-BT120-CSP106 S1-BT120-CSP107 101 102 103 104 105 106 107 CROSS REFERENCING OF DRAWINGS BASE SHEET TITLE 1"=20' DRAWING SETS S1-BT120-CSP201 S1-BT120-CSP202 S1-BT120-CSP203 S1-BT120-CSP204 S1-BT120-CSP205 201 202 203 204 205 1 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT120-RPP201-BT120-RPP205 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL SITE PREPARATION PLAN AREA PLAN AND GENERAL NOTES BT120-CSP100 BT120 066 1 L. REDMAN L. REDMAN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1 06/13/2025 LBR DP LBR ADDENDUM #1 RTA/LR RTA/CN 0205-24 1"=80' 06/11/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433266 H DRW E E E W E E 3 T R A F F I C C O N T R O L C A B I N E T S X X X X X X X X X X X H H 10 0 210 0 1 10 0 3 G R A D Y 1 4 9 + 0 0 GRADY 150+00 G R A D Y 1 5 1 + 0 0 RAINIER 200+00 RAINIER 201+00 RAINIER 202+00 RAINIER 203+00 RAINIER 2 0 4 + 0 0 ///////////// ////// / / / / / / / / / / / / / / / / / / / / / / / 104 100 101 102 103 106 107 105 108 109 1 6 0 2 110 111 112 114 11553 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-GZK001 AND SHEETS BT120-GZN001-GZN007 FOR GENERAL KEY PLAN, GENERAL ABBREVIATIONS, AND GENERAL SYMBOLS AND LEGEND. 6.LIMITS OF GRAVEL ARE APPROXIMATE. GENERAL NOTES:LEGEND*: 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 1036 X * REMOVE EXISTING STRUCTURE REMOVE CONCRETE PAVEMENT REMOVE BY OTHERS REMOVE ASPHALT PAVEMENT REMOVE BUILDING FOUNDATION 20 40 SCALE IN FEET 01020 (1" = 20') N MA T C H L I N E : R A I N I E R S T A 2 0 4 + 0 0 SE E D W G BT 1 2 0 - C S P 1 0 2 MATCHL I N E : G R A D Y S T A 1 5 1 + 0 0 SEE DWG BT120-CS P 1 0 4 RAINIER AVE S S G R A D Y W A Y CL BT120-C-RAINIER CL BT120-C-GRADY CL BT120-C-SR167 No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 5 / 2 5 | 11 : 4 8 A M | LS O U S A C: \ P W W O R K I N G \ J A C O B S _ B & I \ L S O U S A @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C S P 1 0 1 - 1 0 7 . D W G S1-BT120-CSP101-107 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CAP001 xS1-BT120-CSP001 xS1-BT120-CSN001 xS1-BT120-VRX001 xS1-BT120-RPP001 xS1-BT120-LTP001 GB-SEAL-LBR22025708 xS1-BT120-VSF100 xS1-BT120-GZK010 S1-BT120-GZK001 GB-SEAL-JKH53550 xS1-BT120-TSP001 xS1-BT120-CZN002 MATCHLINE: SEE DWG BT120-CSP205 MATCH L I N E : SEE D W G BT120 - C S P 2 0 5 N SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 KEY MAP SW GRADY WAY 101 LA K E AV E S 102 103 201 202 203 204 205 104 105 106 107 G R A D Y 1 4 9 + 0 0 1 1 1 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT120-RPP201-BT120-RPP205 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL SITE PREPARATION PLAN RAINIER STA 200+00 TO RAINIER STA 204+00 BT120-CSP101 BT120 067 1 L. REDMAN L. REDMAN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1 06/13/2025 LBR DP LBR ADDENDUM #1 RTA/LR RTA/CN 0205-24 1"=20' 06/11/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433267 H H H H V L T SW DRW E C O EE E E HH HH HH HH HH HH HH HH H H HH H H ELEC VLT E L E C V L T GV G V W W W C C C C C C C C C G V 1025 1024 1025.1 1026 1027.1 1027 1028 1028.1 1028.2 1028.3 1029 1029.1 1029.2 1030 1031 1032 1033 1034 1035 1033.1 1023 1022 1021 1020 1019 1018 1012 ( n o l o n g e r e x i s t s ) NOT SURVEYED NOT SURVEYED NOT SURVEYED N T C 5 0 9 + 5 3 N TC 510+00 S TC 609+53 S TC 610+00 HA R D I E 3 1 0 + 0 0 HA R D I E 3 0 9 + 0 0 HA R D I E 3 1 0 + 0 0 RAINIER 2 0 4 + 0 0 RAINIER 205+ 0 0 RAINIER 206+00 RAINIER 207+00 RAINIER 2 0 8 + 0 0 RAINI E R 2 0 9 + 0 0 120 121 122 128 123 124 125 126 130 129 127 132 133 134 137 131 136 135 3 1 1 1 2 8 139 140 141 142 143 144 2 2 145 146 147 148 138 149 100 99 98 97 96 95 3 5554 56 LEGEND*: 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 1036 X * REMOVE EXISTING STRUCTURE REMOVE CONCRETE PAVEMENT REMOVE BY OTHERS REMOVE ASPHALT PAVEMENT REMOVE BUILDING FOUNDATION REMOVE CEMENT CONC SIDEWALK REMOVE CEMENT CONC CURB REMOVE CEMENT CONC CURB AND GUTTER PROTECT DURING CONSTRUCTION CONSTRUCTION NOTES: 1 2 3 8 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-GZK001 AND SHEETS BT120-GZN001-GZN007 FOR GENERAL KEY PLAN, GENERAL ABBREVIATIONS, AND GENERAL SYMBOLS AND LEGEND. 6.LIMITS OF GRAVEL ARE APPROXIMATE. GENERAL NOTES: 20 40 SCALE IN FEET 01020 (1" = 20') No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 6 / 2 5 | 2: 2 4 P M | LS O U S A C: \ P W W O R K I N G \ J A C O B S _ B & I \ L S O U S A @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C S P 1 0 1 - 1 0 7 . D W G S1-BT120-CSP101-107 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CAP001 xS1-BT120-CSP001 xS1-BT120-CSN001 xS1-BT120-VRX001 xS1-BT120-RPP001 xS1-BT120-LTP001 GB-SEAL-LBR22025708 xS1-BT120-VSF100 xS1-BT120-GZK010 S1-BT120-GZK001 GB-SEAL-JKH53550 xS1-BT120-TSP001 xS1-BT120-CZN002 N RAINIER A V E S HARD I E A V E S W CL BT120-C-STC CL BT120-C-NTCCL BT120-C-RAINIER CL BT120-C-HARDIE MA T C H L I N E : R A I N I E R S T A 2 0 8 + 5 0 SE E D W G BT 1 2 0 - C S P 1 0 3 M A T C H L I N E : R A I N I E R S T A 2 0 4 + 0 0 S E E D W G B T 1 2 0 - C S P 1 0 1 MATCHLINE: SEE DWG BT120-CSP203 MATCHLINE: SEE DWG BT120-CSP201 (WALL) N 102 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 KEY MAP SW GRADY WAY LA K E AV E S 103 201 202 203 204 205 101 104 105 106 107 1 1 1 1 1 1 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT120-RPP201-BT120-RPP205 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL SITE PREPARATION PLAN RAINIER STA 204+00 TO RAINIER STA 208+50 BT120-CSP102 BT120 068 1 L. REDMAN L. REDMAN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1 06/13/2025 LBR DP LBR ADDENDUM #1 RTA/LR RTA/CN 0205-24 1"=20' 06/11/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433268 /// / // T T E IT S V L T 2 T S L T V L T L TV L T LT HH TS LT HH TS L T VLT ELEC VLT T S - L T V L T L TH H B R O A D B A N D V L T L TH H HH ELEC VLT HH 2HH ELEC VLT LT HH ELEC VLT LT HH ELEC VLT LT HH HH HH W 1034 10351033.1 1036 1020 1019 1015101610171018 101410131011 1012 (no longer exists) NOT SUR V E Y E D RAINIER 208+00 RAINIER 209+00 RAINIER 210+00 RAINIER 211+00 RAINIER 212+00 RAINIER 213+00 RAINIER 214+00 1502151 152 15355 56 LEGEND*: 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 1036 X * REMOVE EXISTING STRUCTURE REMOVE CONCRETE PAVEMENT REMOVE BY OTHERS REMOVE ASPHALT PAVEMENT REMOVE BUILDING FOUNDATION REMOVE CEMENT CONC CURB CONSTRUCTION NOTES: 21.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-GZK001 AND SHEETS BT120-GZN001-GZN007 FOR GENERAL KEY PLAN, GENERAL ABBREVIATIONS, AND GENERAL SYMBOLS AND LEGEND. 6.LIMITS OF GRAVEL ARE APPROXIMATE. GENERAL NOTES: 20 40 SCALE IN FEET 01020 (1" = 20') No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 5 / 2 5 | 11 : 4 8 A M | LS O U S A C: \ P W W O R K I N G \ J A C O B S _ B & I \ L S O U S A @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C S P 1 0 1 - 1 0 7 . D W G S1-BT120-CSP101-107 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CAP001 xS1-BT120-CSP001 xS1-BT120-CSN001 xS1-BT120-VRX001 xS1-BT120-RPP001 xS1-BT120-LTP001 GB-SEAL-LBR22025708 xS1-BT120-VSF100 xS1-BT120-GZK010 S1-BT120-GZK001 GB-SEAL-JKH53550 xS1-BT120-TSP001 xS1-BT120-CZN002 N S W 7 T H S T RAINIER AVE S CL BT120-C-RAINIER CL BT120-C-SW7THST MA T C H L I N E : R A I N I E R S T A 2 0 8 + 5 0 SE E D W G BT 1 2 0 - C S P 1 0 2 M A T C H L I N E : S E E D W G B T 1 2 0 - C S P 2 0 1 N 103 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 KEY MAP SW GRADY WAY LA K E AV E S 102 201 202 203 204 205 101 104 105 106 107 1 1 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT120-RPP201-BT120-RPP205 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL SITE PREPARATION PLAN RAINIER STA 208+50 TO RAINIER STA 212+42.13 BT120-CSP103 BT120 069 1 L. REDMAN L. REDMAN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1 06/13/2025 LBR DP LBR ADDENDUM #1 RTA/LR RTA/CN 0205-24 1"=20' 06/11/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433269 X X X XXXXXXXXXX X X X X X SW SW SWE E HH HH 2 HH HH 2ELEC VLT SL FO FO HH 1038 1039 1043.1 1043.2 NOT SURVEYED NOT SU R V E Y E D 1040 1041 1042 1043 1044 1045 GRADY 151+00 GRADY 152+00 GRADY 153+00 GRADY 154+00 GRADY 155+00 GRADY 156+00 ////////////////////// 5 5 8 1 2 3 2 2 5 2 5 10 2 160 162 163 164 165 2 167 168 169 170 171 172 173 174 175 176 177 178 220 221 222 223224 225 226 227 228 3 3 3 229 230 231 181 180 182 184 183 188 190 187 185 186 179 LEGEND*: 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 1036 X * REMOVE EXISTING STRUCTURE REMOVE CONCRETE PAVEMENT REMOVE BY OTHERS REMOVE ASPHALT PAVEMENT REMOVE BUILDING FOUNDATION REMOVE CEMENT CONC SIDEWALK REMOVE CEMENT CONC CURB REMOVE CEMENT CONC CURB AND GUTTER REMOVE EXISTING FENCE PROTECT DURING CONSTRUCTION REMOVE EXISTING GATE CONSTRUCTION NOTES: 1 2 3 5 8 10 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-GZK001 AND SHEETS BT120-GZN001-GZN007 FOR GENERAL KEY PLAN, GENERAL ABBREVIATIONS, AND GENERAL SYMBOLS AND LEGEND. 6.LIMITS OF GRAVEL ARE APPROXIMATE. GENERAL NOTES: 20 40 SCALE IN FEET 01020 (1" = 20') No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 5 / 2 5 | 11 : 4 9 A M | LS O U S A C: \ P W W O R K I N G \ J A C O B S _ B & I \ L S O U S A @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C S P 1 0 1 - 1 0 7 . D W G S1-BT120-CSP101-107 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CAP001 xS1-BT120-CSP001 xS1-BT120-CSN001 xS1-BT120-VRX001 xS1-BT120-RPP001 xS1-BT120-LTP001 GB-SEAL-LBR22025708 xS1-BT120-VSF100 xS1-BT120-GZK010 S1-BT120-GZK001 GB-SEAL-JKH53550 xS1-BT120-TSP001 xS1-BT120-CZN002 N S GRADY WAYCL BT120-C-GRADY SAWCUT MA T C H L I N E : G R A D Y S T A 1 5 1 + 0 0 SE E D W G BT 1 2 0 - C S P 1 0 1 MA T C H L I N E : G R A D Y S T A 1 5 6 + 5 0 SE E D W G BT 1 2 0 - C S P 1 0 5 MATCHLINE: SEE DWG BT120-CSP205 MATCHLINE: SEE DWG BT120-CSP204 22025708 STATE O F WASHIN G T O N REGISTE R E D P R O FESSIONAL E N GINEER LORI B E T H RED M A N (TRANSMISSION POLE) N SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 KEY MAP SW GRADY WAY 104 LA K E AV E S 102 103 201 202 203 204 205 101 105 106 107 1 1 1 1 1 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT120-RPP201-BT120-RPP205 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL SITE PREPARATION PLAN GRADY STA 151+00 TO GRADY STA 156+50 BT120-CSP104 BT120 070 1 L. REDMAN L. REDMAN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1 06/13/2025 LBR DP LBR ADDENDUM #1 RTA/LR RTA/CN 0205-24 1"=20' 06/11/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433270 X X T TS HH HH HH HHHH HH VLT TS VLT HH VLT HH HH HH X X X X X X X X X X X X / / /////////// / / / ////////////// / // SL HH HH 10 5 5 NO T S U R V E Y E D 10 4 6 LAKE 399+48 LAKE 400+00 LAK E 4 0 1 + 0 0 GRADY 160+46GRADY 157+00 GRADY 158+00 GRADY 159+00 GRADY 160+00 RAILAKDW 722+12 RAILAK D W 7 1 9 + 0 0 RAILAKDW 7 2 0 + 0 0 RAILA K D W 7 2 1 + 0 0 RAILAKDW STA 722+12.21 = LAKE STA 401+91.32 5 1 3 2 2 35 6 4 6 182 183 184 185 186 187 19 0 9 188 189 179 8 230 231 232 233 234 235 236 237 3 20 9 238 6 21 0 193 21 4 21 5 3 22 5 22 4 11 239 240241 LEGEND*: 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 1036 X * REMOVE EXISTING STRUCTURE REMOVE CONCRETE PAVEMENT REMOVE BY OTHERS REMOVE ASPHALT PAVEMENT REMOVE BUILDING FOUNDATION REMOVE CEMENT CONC SIDEWALK REMOVE CEMENT CONC CURB REMOVE CEMENT CONC CURB AND GUTTER REMOVE EXISTING BUSINESS SIGN AND FOUNDATION REMOVE EXISTING FENCE REMOVE EXISTING PAVEMENT MARKINGS PROTECT DURING CONSTRUCTION IMPROVEMENT AREA BY OTHERS ADJUST WELL TO GRADE CONSTRUCTION NOTES: 1 2 3 4 5 8 9 6 11 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-GZK001 AND SHEETS BT120-GZN001-GZN007 FOR GENERAL KEY PLAN, GENERAL ABBREVIATIONS, AND GENERAL SYMBOLS AND LEGEND. 6.LIMITS OF GRAVEL ARE APPROXIMATE. GENERAL NOTES: 20 40 SCALE IN FEET 01020 (1" = 20') No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 5 / 2 5 | 11 : 4 9 A M | LS O U S A C: \ P W W O R K I N G \ J A C O B S _ B & I \ L S O U S A @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C S P 1 0 1 - 1 0 7 . D W G S1-BT120-CSP101-107 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CAP001 xS1-BT120-CSP001 xS1-BT120-CSN001 xS1-BT120-VRX001 xS1-BT120-RPP001 xS1-BT120-LTP001 GB-SEAL-LBR22025708 xS1-BT120-VSF100 xS1-BT120-GZK010 S1-BT120-GZK001 GB-SEAL-JKH53550 xS1-BT120-TSP001 xS1-BT120-CZN002 N S GRADY WAY LAK E A V E S CL BT120-C-LAKE CL BT120-C-GRADY MA T C H L I N E : G R A D Y S T A 1 5 6 + 5 0 SE E D W G BT 1 2 0 - C S P 1 0 4 MATC H L I N E : SEE D W G BT120 - C S P 2 0 4 MATCHLINE: LAKE STA 401+50 SEE DWG BT120-CSP106 N SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 KEY MAP SW GRADY WAY 105 LA K E AV E S 102 103 201 202 203 204 205 101 104 106 107 (TRANSMISSION POLE) (MONITORING WELL) SAWCUT 1 1 1 1 1 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT120-RPP201-BT120-RPP205 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL SITE PREPARATION PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 BT120-CSP105 BT120 071 1 L. REDMAN L. REDMAN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1 06/13/2025 LBR DP LBR ADDENDUM #1 RTA/LR RTA/CN 0205-24 1"=20' 06/11/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433271 E H H H H E L E C V L T H H H H X X X XX X X X X X X X X XXXXXXXXXX P P 2 - P S E H H E L E C V L T E L E C P E D G R O U N D R O D 1047 1055 1054 1053 1052 1051 1050 1048 1049 NOT SURVEYED NOT SURVEYED NOT SURVEYED NOT SURVEYED NOT SURVEYED NOT SURVEYED 1046 LAKE 402+00 LAKE 403+00 LAKE 404+00 LA K E 4 0 5 + 0 0 N T C 5 1 8 + 7 5 N T C 5 1 8 + 0 0 S TC 619+04 S T C 6 1 8 + 0 0 S T C 6 1 9 + 0 0 RAILAKDW 722+12 R A I L A K D W 7 2 1 + 0 0 RAILAKDW 722+00 3 5 8 5 6 3 1 3 3 1 5 6 190 191 192 193 194 195 196 197 198 199 6 6 200 201 202 203 204 205 206 207 208 209 6 210 211 6 212 213 221 219 218 217 216 214 215 220 3 1 222 223 226 225 224 LEGEND*: 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 1036 X * REMOVE EXISTING STRUCTURE REMOVE CONCRETE PAVEMENT REMOVE BY OTHERS REMOVE ASPHALT PAVEMENT REMOVE BUILDING FOUNDATION REMOVE CEMENT CONC SIDEWALK REMOVE CEMENT CONC CURB AND GUTTER REMOVE EXISTING FENCE REMOVE EXISTING PAVEMENT MARKINGS PROTECT DURING CONSTRUCTION CONSTRUCTION NOTES: 1 3 5 6 8 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-GZK001 AND SHEETS BT120-GZN001-GZN007 FOR GENERAL KEY PLAN, GENERAL ABBREVIATIONS, AND GENERAL SYMBOLS AND LEGEND. 6.LIMITS OF GRAVEL ARE APPROXIMATE. GENERAL NOTES: 20 40 SCALE IN FEET 01020 (1" = 20') No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 5 / 2 5 | 11 : 4 9 A M | LS O U S A C: \ P W W O R K I N G \ J A C O B S _ B & I \ L S O U S A @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C S P 1 0 1 - 1 0 7 . D W G S1-BT120-CSP101-107 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CAP001 xS1-BT120-CSP001 xS1-BT120-CSN001 xS1-BT120-VRX001 xS1-BT120-RPP001 xS1-BT120-LTP001 GB-SEAL-LBR22025708 xS1-BT120-VSF100 xS1-BT120-GZK010 S1-BT120-GZK001 GB-SEAL-JKH53550 xS1-BT120-TSP001 xS1-BT120-CZN002 N LAKE AVE S CL BT120-C-LAKE CL BT120-C-RAILAKDW SAWCUT MAT C H L I N E : L A K E S T A 4 0 1 + 5 0 SEE D W G BT1 2 0 - C S P 1 0 5 MATCHLINE: SEE DWG BT120-CSP204 MATCHLINE: SEE DWG BT120-CSP202 MATCHLINE: LAKE STA 405+50 SEE DWG BT120-CSP107 N SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 KEY MAP SW GRADY WAY 106 LA K E AV E S 102 103 201 202 203 204 205 101 104 105 107 (TRANSMISSION POLE) SO U T H DR I V E W A Y NO R T H DR I V E W A Y CL BT120-C-NTCCL BT120-C-STC 1 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT120-RPP201-BT120-RPP205 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL SITE PREPARATION PLAN LAKE STA 401+50 TO LAKE STA 405+55.16 BT120-CSP106 BT120 072 1 L. REDMAN L. REDMAN D. POSTEN L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1 06/13/2025 LBR DP LBR ADDENDUM #1 RTA/LR RTA/CN 0205-24 1"=20' 06/11/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433272 LEGEND*: 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 1036 X * REMOVE EXISTING STRUCTURE REMOVE CONCRETE PAVEMENT REMOVE BY OTHERS REMOVE ASPHALT PAVEMENT REMOVE BUILDING FOUNDATION REMOVE EXISTING PAVEMENT MARKINGS CONSTRUCTION NOTES: 61.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-GZK001 AND SHEETS BT120-GZN001-GZN007 FOR GENERAL KEY PLAN, GENERAL ABBREVIATIONS, AND GENERAL SYMBOLS AND LEGEND. 6.LIMITS OF GRAVEL ARE APPROXIMATE. GENERAL NOTES: HH HHHHHH ELEC VLT ELEC VLT HHHH SL HH SL HH/ / // / / ELEC PED GROUND ROD LAKE 408+29 LAKE 406+00 LAKE 407+00 LAKE 408+00 6 6210 211 212 6 213 20 40 SCALE IN FEET 01020 (1" = 20') No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 5 / 2 5 | 11 : 4 9 A M | LS O U S A C: \ P W W O R K I N G \ J A C O B S _ B & I \ L S O U S A @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C S P 1 0 1 - 1 0 7 . D W G S1-BT120-CSP101-107 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CAP001 xS1-BT120-CSP001 xS1-BT120-CSN001 xS1-BT120-VRX001 xS1-BT120-RPP001 xS1-BT120-LTP001 GB-SEAL-LBR22025708 xS1-BT120-VSF100 xS1-BT120-GZK010 S1-BT120-GZK001 GB-SEAL-JKH53550 xS1-BT120-TSP001 xS1-BT120-CZN002 N LAKE AVE S CL BT120-C-LAKE MA T C H L I N E : L A K E S T A 4 0 5 + 5 0 SE E D W G BT 1 2 0 - C S P 1 0 6 N SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 KEY MAP SW GRADY WAY LA K E AV E S 102 103 201 202 203 204 205 101 104 105 106 107 1 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT120-RPP201-BT120-RPP205 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL SITE PREPARATION PLAN LAKE STA 405+50 TO LAKE STA 408+28.91 BT120-CSP107 BT120 073 1 L. REDMAN L. REDMAN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1 06/13/2025 LBR DP LBR ADDENDUM #1 RTA/LR RTA/CN 0205-24 1"=20' 06/11/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433273 SIGN ASPH VLT CO HH X X XXX X X X X X X X X X X X X X X X X X X / / // / / // // / / / / / / / / / / // / / / / / / / / / / // // / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / / / / / / / / / / / / / / /// / / / / / / / / / / / / / / / / / // / / / / / / / / / / / / / / / / / / / 1010 1009 2 2 5 4 2 5 4 7 4 3 1 3 N TC 511+00 N TC 512+00 N TC 513+00 N TC 514+00 S TC 611+00 S TC 612+00 S TC 613+00 S TC 614+00 RAINIER 207+00 3 2 221 220 222 5 224 225 11 11 22611 223 11 LEGEND*: 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 1036 X * REMOVE EXISTING STRUCTURE REMOVE CONCRETE PAVEMENT REMOVE BY OTHERS REMOVE ASPHALT PAVEMENT REMOVE BUILDING FOUNDATION REMOVE CEMENT CONC SIDEWALK REMOVE CEMENT CONC CURB REMOVE CEMENT CONC CURB AND GUTTER REMOVE EXISTING BUSINESS SIGN AND FOUNDATION REMOVE EXISTING FENCE REMOVE EXISTING BOLLARDS PROTECT DURING CONSTRUCTION ADJUST WELL TO GRADE CONSTRUCTION NOTES: 1 2 3 4 5 7 8 11 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-GZK001 AND SHEETS BT120-GZN001-GZN007 FOR GENERAL KEY PLAN, GENERAL ABBREVIATIONS, AND GENERAL SYMBOLS AND LEGEND. 6.LIMITS OF GRAVEL ARE APPROXIMATE. GENERAL NOTES: 20 40 SCALE IN FEET 01020 (1" = 20') N SOUTH DRIVEWAY NORTH DRIVEWAY CL BT120-C-NTC CL BT120-C-STC No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 5 / 2 5 | 11 : 5 3 A M | LS O U S A C: \ P W W O R K I N G \ J A C O B S _ B & I \ L S O U S A @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C S P 2 0 1 - 2 0 5 . D W G S1-BT120-CSP201-205 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CAP001 xS1-BT120-VRX001 xS1-BT120-CSN001 xS1-BT120-CSP001 xS1-BT120-LTP001 xS1-BT120-VSF100 xS1-BT120-GZK020 xS1-BT120-GZK010 xS1-BT120-CZN002 MATCHLINE: SEE DWG BT120-CSP103 MA T C H L I N E : SE E D W G BT 1 2 0 - C S P 1 0 2 MATCHLINE: SEE DWG BT120-CSP203 (MONITORING WELL) (MONITORING WELL) (MONITORING WELL) (MONITORING WELL) MA T C H L I N E : SE E D W G B T 1 2 0 - C S P 2 0 2 N 201 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRADY WAY KEY MAP LA K E AV E S 101 102 103 202 203 204 205 104 105 106 107 1 1 SEE NOTE 6 1 1 1 1 1 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT120-RPP201-BT120-RPP205 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL SITE PREPARATION PLAN S RENTON TRANSIT CENTER BT120-CSP201 BT120 074 1 L. REDMAN L. REDMAN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1 06/13/2025 LBR DP LBR ADDENDUM #1 RTA/LR RTA/CN 0205-24 1"=20' 06/11/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433274 FO FO FO 2" DROP X X X X X X X X X X X X X X X X X X X X X PM X X X X X X X X X / /////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / //////// / / / / / / / / / //////// 4 N TC 514+00 N TC 515+00 N TC 516+00 N TC 517+00 S TC 615+00 S TC 616+00 S TC 617+00 S TC 618+00 222 55 11 225 229 11 11 228 227 11 11 223 LEGEND*: 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 1036 X * REMOVE EXISTING STRUCTURE REMOVE CONCRETE PAVEMENT REMOVE BY OTHERS REMOVE ASPHALT PAVEMENT REMOVE BUILDING FOUNDATION CONSTRUCTION NOTES: 4 REMOVE EXISTING BUSINESS SIGN AND FOUNDATION REMOVE EXISTING FENCE PROTECT DURING CONSTRUCTION ADJUST WELL TO GRADE 5 8 11 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-GZK001 AND SHEETS BT120-GZN001-GZN007 FOR GENERAL KEY PLAN, GENERAL ABBREVIATIONS, AND GENERAL SYMBOLS AND LEGEND. 6.LIMITS OF GRAVEL ARE APPROXIMATE. GENERAL NOTES: N 20 40 SCALE IN FEET 01020 (1" = 20') N NORTH DRIVEWAY SOUTH DRIVEWAY CL BT120-C-NTC CL BT120-C-STC No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 5 / 2 5 | 11 : 5 3 A M | LS O U S A C: \ P W W O R K I N G \ J A C O B S _ B & I \ L S O U S A @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C S P 2 0 1 - 2 0 5 . D W G S1-BT120-CSP201-205 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CAP001 xS1-BT120-VRX001 xS1-BT120-CSN001 xS1-BT120-CSP001 xS1-BT120-LTP001 xS1-BT120-VSF100 xS1-BT120-GZK020 xS1-BT120-GZK010 xS1-BT120-CZN002 MA T C H L I N E : SE E D W G BT 1 2 0 - C S P 2 0 1 MA T C H L I N E : SE E D W G BT 1 2 0 - C S P 1 0 6 MATCHLINE: SEE DWG BT120-CSP204 202 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRADY WAY KEY MAP LA K E AV E S 101 102 103 201 203 204 205 104 105 106 107 (MONITORING WELL) (MONITORING WELL) (MONITORING WELL) SEE NOTE 6 1 1 1 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT120-RPP201-BT120-RPP205 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL SITE PREPARATION PLAN S RENTON TRANSIT CENTER BT120-CSP202 BT120 075 1 L. REDMAN L. REDMAN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1 06/13/2025 LBR DP LBR ADDENDUM #1 RTA/LR RTA/CN 0205-24 1"=20' 06/11/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433275 E H H H H HH HH 2VLTS X X X X X X X X X X X X X X X X X X X X X X X X X X X / / / / // / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / / / / / / / / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / HH 3'1" 2'11" 3'3" 1008 1007 1006 1060 1059 1005 1004 1003 1 1 2 2 2 5 2 4 4 2 RAILAKDW 716+00 RAILAKDW 717+00 2 1 5 5 230 231 232 11233 234 236 235 237 238 11 11 11 11 11 8239 LEGEND*: 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 1036 X * REMOVE EXISTING STRUCTURE REMOVE CONCRETE PAVEMENT REMOVE BY OTHERS REMOVE ASPHALT PAVEMENT REMOVE BUILDING FOUNDATION REMOVE CEMENT CONC SIDEWALK REMOVE CEMENT CONC CURB REMOVE EXISTING BUSINESS SIGN AND FOUNDATION REMOVE EXISTING FENCE PROTECT DURING CONSTRUCTION ADJUST WELL TO GRADE CONSTRUCTION NOTES: 1 2 4 5 8 11 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-GZK001 AND SHEETS BT120-GZN001-GZN007 FOR GENERAL KEY PLAN, GENERAL ABBREVIATIONS, AND GENERAL SYMBOLS AND LEGEND. 6.LIMITS OF GRAVEL ARE APPROXIMATE. GENERAL NOTES: 20 40 SCALE IN FEET 01020 (1" = 20') N RAINIER AND LAKE DWY CL BT120-C-RAILAKDW No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 5 / 2 5 | 11 : 5 3 A M | LS O U S A C: \ P W W O R K I N G \ J A C O B S _ B & I \ L S O U S A @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C S P 2 0 1 - 2 0 5 . D W G S1-BT120-CSP201-205 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CAP001 xS1-BT120-VRX001 xS1-BT120-CSN001 xS1-BT120-CSP001 xS1-BT120-LTP001 xS1-BT120-VSF100 xS1-BT120-GZK020 xS1-BT120-GZK010 xS1-BT120-CZN002 MA T C H L I N E : SE E D W G B T 1 2 0 - C S P 2 0 4 MATCHLINE: SEE DWG BT120-CSP205 MA T C H L I N E : SE E D W G BT 1 2 0 - C S P 1 0 2 MATCHLINE: SEE DWG BT120-CSP201 N 203 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRADY WAY KEY MAP LA K E AV E S 101 102 103 201 202 204 205 104 105 106 107 (MONITORING WELL) (MONITORING WELL) (MONITORING WELL) (MONITORING WELL) (MONITORING WELL) (MONITORING WELL) (FILTERRA) 1 1 SEE NOTE 6 1 1 1 1 1 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT120-RPP201-BT120-RPP205 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL SITE PREPARATION PLAN S RENTON TRANSIT CENTER BT120-CSP203 BT120 076 1 L. REDMAN L. REDMAN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1 06/13/2025 LBR DP LBR ADDENDUM #1 RTA/LR RTA/CN 0205-24 1"=20' 06/11/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433276 X X CONC UT VLT SW ELEC VLT 2VLTS TS VLT HH HH HH X X X X X X X X X X X X X X X X X X X X X X X X X X PP PP X X X X // / SW X X X X / / / / / / / / / / / ////// / / / / / / / / / / / ////// / / / ////////////// / / /// / / / / / / / / / / / // /// /// //// ////////// /// //// /////// / / / / / / / / / / / / / / / / / //////////////// / / / / / / / /////////////////// / / / / / / / / /////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / BLD EQUIP SIGN POST ON CONC BASE ELEC VLT HH 1058 1056 NOT SURVEYED1057 2 4 4 LAKE 400+00 LAK E 4 0 1 + 0 0 GRADY 15 9 + 0 0 LAKE STA 400+00.05 RAILAKDW 717+00 RAILAKDW 718+00 RAILAKDW 719+00 RAILA K D W 7 2 0 + 0 0 RAIL A K D W 7 2 1 + 0 0 2 4 4 7 5 7 7 11 250 251 252 8 8 LEGEND*: 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 1036 X * REMOVE EXISTING STRUCTURE REMOVE CONCRETE PAVEMENT REMOVE BY OTHERS REMOVE ASPHALT PAVEMENT REMOVE BUILDING FOUNDATION REMOVE EXISTING BUSINESS SIGN AND FOUNDATION REMOVE EXISTING FENCE REMOVE EXISTING BOLLARDS PROTECT DURING CONSTRUCTION ADJUST WELL TO GRADE CONSTRUCTION NOTES: 4 5 7 8 11 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-GZK001 AND SHEETS BT120-GZN001-GZN007 FOR GENERAL KEY PLAN, GENERAL ABBREVIATIONS, AND GENERAL SYMBOLS AND LEGEND. 6.LIMITS OF GRAVEL ARE APPROXIMATE. GENERAL NOTES: 20 40 SCALE IN FEET 01020 (1" = 20') N RAINIER AND LAKE DWY CL BT120-C-RAILAKDW SAWCUT SAWCUT No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 5 / 2 5 | 11 : 5 3 A M | LS O U S A C: \ P W W O R K I N G \ J A C O B S _ B & I \ L S O U S A @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C S P 2 0 1 - 2 0 5 . D W G S1-BT120-CSP201-205 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CAP001 xS1-BT120-VRX001 xS1-BT120-CSN001 xS1-BT120-CSP001 xS1-BT120-LTP001 xS1-BT120-VSF100 xS1-BT120-GZK020 xS1-BT120-GZK010 xS1-BT120-CZN002 MA T C H L I N E : SE E D W G BT 1 2 0 - C S P 2 0 3 MA T C H L I N E : SE E D W G BT 1 2 0 - C S P 2 0 5 MATCHLINE: SEE DWG BT120-CSP202 MATCHLIN E : SEE DWG BT120-CS P 1 0 4 MATCHLIN E : SEE DWG BT120-CS P 1 0 5 MA T C H L I N E : SE E D W G BT 1 2 0 - C S P 1 0 6 N 204 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRADY WAY KEY MAP LA K E AV E S 101 102 103 201 202 203 205 104 105 106 107 (TRANSMISSION POLE) (MONITORING WELL) (TRANSMISSION POLE) MAT C H L I N E : SEE D W G BT1 2 0 - C S P 1 0 5 1 1 1 1 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT120-RPP201-BT120-RPP205 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL SITE PREPARATION PLAN S RENTON TRANSIT CENTER BT120-CSP204 BT120 077 1 L. REDMAN L. REDMAN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1 06/13/2025 LBR DP LBR ADDENDUM #1 RTA/LR RTA/CN 0205-24 1"=20' 06/11/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433277 X X X X X X X X X X X X X X ASPH ASPH ASPH VLT HH S W SW D R W E E EE HH HH HH HH 3HH HH 2 HH HH 4ELE C V L T SS SS SS SS SS SS X X X X X X X X X X X X X X X X X X X X X // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / UTIL V L T HH 6'11 " ED (TY P . ) HH 1038 104 3 . 1 1002 1001 1037 104 1 1042 1043 1003 2 2 5 5 GRA D Y 1 5 3 + 0 0 GRA D Y 1 5 4 + 0 0 R A I N I E R 2 0 2 + 0 0 2 2 5 240 241 242 243 11244 LEGEND*: 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 1036 X * REMOVE EXISTING STRUCTURE REMOVE CONCRETE PAVEMENT REMOVE BY OTHERS REMOVE ASPHALT PAVEMENT REMOVE BUILDING FOUNDATION REMOVE CEMENT CONC CURB REMOVE EXISTING FENCE PROTECT DURING CONSTRUCTION ADJUST WELL TO GRADE CONSTRUCTION NOTES: 2 5 8 11 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-GZK001 AND SHEETS BT120-GZN001-GZN007 FOR GENERAL KEY PLAN, GENERAL ABBREVIATIONS, AND GENERAL SYMBOLS AND LEGEND. 6.LIMITS OF GRAVEL ARE APPROXIMATE. GENERAL NOTES: 20 40 SCALE IN FEET 01020 (1" = 20') N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 5 / 2 5 | 11 : 5 3 A M | LS O U S A C: \ P W W O R K I N G \ J A C O B S _ B & I \ L S O U S A @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C S P 2 0 1 - 2 0 5 . D W G S1-BT120-CSP201-205 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CAP001 xS1-BT120-VRX001 xS1-BT120-CSN001 xS1-BT120-CSP001 xS1-BT120-LTP001 xS1-BT120-VSF100 xS1-BT120-GZK020 xS1-BT120-GZK010 xS1-BT120-CZN002 MAT C H L I N E : SEE D W G BT1 2 0 - C S P 1 0 4 MATCHLINE: SEE DWG BT120-CSP203 M A T C H L I N E : S E E D W G B T 1 2 0 - C S P 1 0 1 N 204 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRADY WAY KEY MAP LA K E AV E S 101 102 103 201 202 203 104 105 106 107 205 (MONITORING WELL) 11 1 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT120-RPP201-BT120-RPP205 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL SITE PREPARATION PLAN S RENTON TRANSIT CENTER BT120-CSP205 BT120 078 1 L. REDMAN L. REDMAN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1 06/13/2025 LBR DP LBR ADDENDUM #1 RTA/LR RTA/CN 0205-24 1"=20' 06/11/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433278 SITE PREPARATION POINT TABLE POINT NO. 53 100 101 102 103 104 105 106 107 108 109 110 111 112 114 115 ALIGNMENT GRADY GRADY GRADY GRADY GRADY RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER STATION 150+80.43 150+91.42 150+95.52 150+91.41 150+80.41 200+66.32 201+30.23 200+95.13 200+97.62 201+30.44 201+30.57 200+66.33 201+30.17 200+70.77 201+05.97 201+05.97 OFFSET 17.09' LT 6.14' LT 28.02' LT 17.10' LT 28.10' LT 25.43' RT 27.36' RT 28.07' RT 33.52' RT 32.86' RT 36.54' RT 60.07' RT 25.68' RT 63.36' RT 36.56' RT 52.89' RT SITE PREPARATION POINT TABLE POINT NO. 54 55 95 96 97 98 99 100 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 ALIGNMENT RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER STATION 207+99.04 208+33.32 206+33.01 206+03.70 205+72.59 206+28.04 206+39.79 206+94.21 205+45.01 205+61.78 205+66.27 206+05.82 206+12.15 206+21.18 207+00.09 207+21.48 206+25.68 206+85.79 206+95.96 206+94.28 207+16.62 207+67.18 207+66.97 206+20.37 205+86.96 208+33.19 205+66.97 205+44.38 207+23.77 207+66.72 207+76.19 206+14.22 206+20.60 205+44.99 207+01.51 207+13.65 207+28.77 206+26.47 OFFSET 13.00' RT 6.92' RT 93.15' LT 60.10' LT 35.48' LT 67.81' LT 76.75' LT 80.48' LT 39.43' LT 38.67' LT 41.05' LT 95.59' LT 84.57' LT 88.28' LT 134.30' LT 91.18' LT 37.38' LT 101.47' LT 91.68' LT 42.36' LT 82.82' LT 45.78' LT 50.80' LT 3.99' LT 13.56' RT 2.56' RT 62.37' LT 0.01' LT 80.16' LT 59.37' LT 9.41' LT 3.87' LT 12.72' RT 34.46' LT 131.28' LT 84.10' LT 43.15' LT 7.64' LT SITE PREPARATION POINT TABLE POINT NO. 160 162 163 164 165 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 190 220 221 222 223 224 225 226 227 228 229 230 231 ALIGNMENT GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY STATION 151+50.17 151+50.25 155+77.39 155+86.55 155+42.80 151+14.21 151+10.63 151+49.91 151+14.29 151+78.65 152+01.45 153+22.85 152+78.72 154+43.73 154+32.98 154+33.02 154+43.89 154+00.03 156+30.23 156+30.21 155+20.90 154+87.88 154+88.03 153+33.75 153+33.82 153+22.84 151+35.38 152+01.37 156+30.21 155+86.61 155+86.60 155+86.58 155+43.01 155+65.10 155+65.25 155+21.17 155+43.14 155+42.92 155+53.96 155+53.92 OFFSET 28.69' LT 34.19' LT 27.28' LT 6.06' LT 5.01' RT 27.78' LT 27.83' LT 44.01' LT 36.23' LT 57.92' LT 17.20' LT 27.12' LT 27.04' LT 28.50' LT 17.09' LT 27.19' LT 17.04' LT 27.12' LT 25.26' LT 17.08' LT 16.97' LT 16.91' LT 27.12' LT 27.05' LT 17.22' LT 17.25' LT 27.40' LT 27.13' LT 27.26' LT 17.06' LT 14.81' LT 9.25' LT 17.05' LT 17.07' LT 27.23' LT 27.10' LT 27.31' LT 6.07' LT 5.98' LT 5.01' RT SITE PREPARATION POINT TABLE POINT NO. 56 150 151 152 153 ALIGNMENT RAINIER RAINIER RAINIER RAINIER RAINIER STATION 208+33.38 210+85.35 209+82.69 211+49.42 211+49.08 OFFSET 48.71' RT 12.19' LT 1.22' LT 6.65' LT 0.70' RT SITE PREPARATION POINT TABLE POINT NO. 179 182 183 184 185 186 187 188 189 193 230 231 232 233 234 235 236 237 238 239 240 241 ALIGNMENT GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY STATION 156+65.41 159+76.67 159+50.72 159+21.12 159+19.92 159+68.02 159+64.01 159+31.71 156+79.02 159+31.70 156+60.18 157+89.27 158+14.11 158+14.13 158+04.36 158+04.51 157+89.25 157+89.26 159+71.60 158+33.97 158+33.94 156+60.18 OFFSET 87.41' LT 37.53' LT 51.58' LT 51.46' LT 67.24' LT 106.55' LT 112.05' LT 36.95' LT 57.98' LT 25.83' LT 27.21' LT 27.34' LT 7.10' LT 9.33' LT 14.83' LT 25.23' LT 25.34' LT 17.10' LT 109.51' LT 25.81' LT 7.10' LT 17.08' LT SITE PREPARATION POINT TABLE POINT NO. 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 ALIGNMENT LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE STATION 402+03.60 402+78.45 403+45.36 403+45.40 403+66.40 403+66.36 404+06.94 404+97.31 404+87.66 404+86.72 402+78.45 404+83.06 404+97.99 405+04.00 405+04.14 404+97.55 404+24.16 405+15.14 402+75.17 401+96.88 402+08.61 405+33.38 404+92.30 404+92.95 402+16.38 402+21.10 402+30.14 402+38.44 402+37.12 402+41.57 402+28.50 402+39.10 402+32.01 402+28.91 402+26.24 402+23.24 402+21.87 OFFSET 12.95' RT 0.00' RT 15.22' RT 23.30' RT 23.22' RT 15.24' RT 13.40' RT 22.28' RT 54.21' LT 54.63' LT 15.45' RT 56.67' LT 46.42' LT 24.40' LT 22.94' RT 24.18' RT 38.20' LT 12.16' LT 58.31' LT 11.14' RT 16.69' RT 18.17' LT 50.03' LT 59.63' LT 7.64' RT 23.42' RT 28.56' RT 26.32' RT 18.49' RT 17.53' RT 20.84' RT 1.82' RT 37.39' RT 38.45' RT 27.14' RT 28.25' RT 23.13' RT SITE PREPARATION POINT TABLE POINT NO. 210 211 212 213 ALIGNMENT LAKE LAKE LAKE LAKE STATION 406+60.64 407+52.25 407+78.03 406+23.84 OFFSET 11.59' LT 13.39' LT 22.27' LT 16.91' LT No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 5 / 2 5 | 11 : 5 8 A M | LS O U S A C: \ P W W O R K I N G \ J A C O B S _ B & I \ L S O U S A @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C S S 1 0 1 - 1 0 2 . D W G S1-BT120-CSS101-102 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 S1-BT120-CSP101-107 S1-BT120-CSP201-205 xS1-BT120-CZN002 BT120-CSP101 BT120-CSP102 BT120-CSP103 BT120-CSP104 BT120-CSP106 BT120-CSP1071 BT120-CSP105 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL SITE PREP POINT TABLE BT120-CSS101 BT120 079 1 L. REDMAN L. REDMAN D. POSTEN L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1 06/13/2025 LBR DP LBR ADDENDUM #1 RTA/LR RTA/CN 0205-24 NTS 06/11/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433279 SITE PREPARATION POINT TABLE POINT NO. 220 221 222 223 224 225 226 ALIGNMENT RAINIER RAINIER NTC NTC NTC NTC NTC STATION 207+98.44 208+00.15 514+07.72 512+85.84 513+65.68 514+06.70 513+80.53 OFFSET 58.02' RT 48.77' RT 36.34' LT 0.10' RT 14.08' RT 32.30' LT 106.81' RT SITE PREPARATION POINT TABLE POINT NO. 227 228 229 ALIGNMENT NTC NTC NTC STATION 514+09.41 514+48.63 514+35.30 OFFSET 60.88' RT 31.82' LT 28.35' LT SITE PREPARATION POINT TABLE POINT NO. 230 231 232 233 234 235 236 237 238 239 ALIGNMENT RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER STATION 204+45.97 204+45.84 205+86.15 205+73.62 205+35.50 204+54.27 204+21.88 203+53.67 202+98.27 204+72.38 OFFSET 63.10' RT 50.00' RT 50.09' RT 266.07' RT 99.39' RT 265.24' RT 113.87' RT 193.81' RT 327.69' RT 52.04' RT SITE PREPARATION POINT TABLE POINT NO. 250 251 252 ALIGNMENT RAILAKDW RAILAKDW RAILAKDW STATION 721+25.92 720+51.67 717+07.45 OFFSET 70.99' LT 104.39' LT 56.42' RT SITE PREPARATION POINT TABLE POINT NO. 240 241 242 243 244 ALIGNMENT RAINIER RAINIER RAINIER RAINIER RAINIER STATION 201+51.10 201+51.50 201+36.83 201+45.24 202+30.61 OFFSET 62.39' RT 72.89' RT 89.23' RT 124.30' RT 147.89' RT No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 5 / 2 5 | 11 : 5 8 A M | LS O U S A C: \ P W W O R K I N G \ J A C O B S _ B & I \ L S O U S A @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C S S 1 0 1 - 1 0 2 . D W G S1-BT120-CSS101-102 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 S1-BT120-CSP101-107 S1-BT120-CSP201-205 xS1-BT120-CZN002 BT120-CSP201 BT120-CSP202 BT120-CSP203 BT120-CSP204 BT120-CSP205 1 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL SITE PREP POINT TABLE BT120-CSS102 BT120 080 1 L. REDMAN L. REDMAN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1 06/13/2025 LBR DP LBR ADDENDUM #1 RTA/LR RTA/CN 0205-24 NTS 06/11/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433280 GENERAL PAVING NOTES: 1.SEE SHEETS BT120-CRY101-CRY106 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-GZK001 AND SHEETS BT120-GZN001-GZN007 FOR GENERAL KEY PLAN, GENERAL ABBREVIATIONS, AND GENERAL SYMBOLS AND LEGEND. / / / / / / / / / // / / / / / / / //////////// X X X X CONC CONC CONC CONC UT UT UT VLT VLT VLT VLT VLT VLTS VLT / / / / / / TT TETMH FOFO FO FO FO TMH ICV ICV TMH ICV ICVIC VICVIC V ICV ICV IC V E CO E E E E E E E E W E EE E E EE E FO FO FO CO FO 2VLTS HH TTMH X X X X X X X X X X X X XX X X X X X X X X X X X X X X X CONC 4 BLRD 3 BLRD 3 BLRD 2 BLRD X X 2 BLRD / / // / / / / // / / / / / //// / / / //////// // / / / ///// ///// / / / / / / / / / / ///// / / / / / / / /// / /// / //////// / / / / / / / / //// // //// / / / / / / //////// / / / / / / / / / / / / / ////// / / /// /////// / ////// / / / BLDG BLDG BLDG BLDG / / / / / / ///// / / / / / / // / // SL SL E E E E E E E HH 7'11" DP 11' DP4'9" DP 4'9" DP13'6" DP 6'3" DP 5'8" DP 4'1 " D P 3'6 " D P 4'8 " D P 12'6" DP 13'6" DP 11'6"DP10' DP CO 6'11" 3'6 " 4'8" 8'1 1 " 2' 4'5" ED(TYP.) ED(TYP.) ED(TYP . ) ED (TYP . ) 4'9" 4'11"2'8"2'1" 2'8" 2'7" 2'5" 7" 1'1" 1'4" 2' 2'1" 2'9" / / CO HH ^ ^ ^ ^ ^ ^ ^ ^^^^^^^^^^^ F No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 5 / 2 5 | 1: 0 1 P M | LS O U S A C: \ P W W O R K I N G \ J A C O B S _ B & I \ L S O U S A @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C P P 1 0 0 . D W G S1-BT120-CPP100 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CZN001 xS1-BT120-CPP001 xS1-BT120-GZK020 xS1-BT120-VSF100 xS1-BT120-VRX001 xS1-BT120-CPP002 xS1-BT120-CZN002 N SCALE IN FEET 040 8080 160 (1" = 80') HA R D I E A V E AREA MAP 1" = 80' S GRADY W A Y LA K E A V E S SR - 1 6 7 RAI N I E R A V E S NORTH DRIVEWAY SOUTH DRIVEWAY102 103 201 202 203 204 205 101 104 105 106 107 CROSS REFERENCING OF DRAWINGS BASE SHEET TITLE 1"=20' DRAWING SETS S1-BT120-CPP101 S1-BT120-CPP102 S1-BT120-CPP103 S1-BT120-CPP104 S1-BT120-CPP105 S1-BT120-CPP106 NOT USED 101 102 103 104 105 106 107 CROSS REFERENCING OF DRAWINGS BASE SHEET TITLE 1"=20' DRAWING SETS S1-BT120-CPP201 S1-BT120-CPP202 S1-BT120-CPP203 S1-BT120-CPP204 S1-BT120-CPP205 201 202 203 204 205 RAINIER AND LAKE DRIVEWAY STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL PAVING PLAN AREA PLAN AND GENERAL NOTES BT120-CPP100 BT120 081 1 L. REDMAN L. REDMAN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1 06/13/2025 LBR DP LBR ADDENDUM #1 RTA/CN 0205-24 1"=80' 1 1 1 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT120-RPP201-BT120-RPP205 1 06/11/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433281 KEY NOTES: INSTALL CEMENT CONC PAVEMENT PER TYPICAL SECTIONS ON SHEETS BT120-CRY101-CRY106 LONGITUDINAL PATCH FOR FLEXIBLE PAVEMENT PER CITY OF RENTON STD PLAN 110.1 11 22 H E E E W E E X X X X X X X X X X X H H ///////////// ////// / / / / / / / / / / / / / / / / / / / / / / / 11.0' (TYP.) 11.0' (TYP.) 11.0' 1 1 . 0 ' 103 106 105 22 1 0 1 103 11 109 110 107 108 2 2 22 101 114 115 116 113 102 104 11.0' G R A D Y 1 4 9 + 0 0 GRADY 150+00 G R A D Y 1 5 1 + 0 0 RAINIER 200+00 RAINIER 201+00 RAINIER 202+00 RAINIER 203+00 RAINIER 2 0 4 + 0 0 LEGEND*: PAVING POINT SEE SHEETS BT120-GZN006-GZN007 FOR GENERAL SYMBOLS AND LEGEND LONGITUDINAL JOINT TRANSVERSE JOINT LANDSCAPING X * HARDSCAPE 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-GZK001 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. N N 20 40 SCALE IN FEET 01020 (1" = 20') No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 07 / 0 8 / 2 5 | 2: 0 4 P M | YS H E N C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - S H E N Y \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C P P 1 0 1 - 1 0 6 . D W G S1-BT120-CPP101-106 FACILITY ID: Xrefs: xS1-BT120-VRX001 xS1-BT120-CZN001 xBRT-CUD05-TB22x34 xS1-BT120-CAP001 xS1-BT120-CPP002 xS1-BT120-VSF100 xS1-BT120-GZK020 S1-BT120-CPP201-205 xS1-BT120-GZK010 xS1-BT120-CPP001 xS1-BT120-CZN002 xS1-BT120-CRJ001 MA T C H L I N E : R A I N I E R S T A 2 0 4 + 0 0 SE E D W G BT 1 2 0 - C P P 1 0 2 MATCHL I N E : G R A D Y S T A 1 5 1 + 0 0 SEE DWG BT120-C P P 1 0 4 RAINIER AVE S S G R A D Y W A Y CL BT120-C-RAINIER CL BT120-C-GRADY MATC H L I N E : SEE D W G BT120 - C P P 2 0 5 MATCHLINE: SEE DWG BT120-CPP205 102 103 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRA D Y WAY 101 104 105 KEY MAP LA K E AV E S 107 106 S G R A D Y W A Y G R A D Y 1 4 9 + 0 0 RAINER 204+00 1 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT120-RPP201-BT120-RPP205 1 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL PAVING PLAN RAINIER STA 200+00 TO RAINIER STA 204+00 BT120-CPP101 BT120 082 L. REDMAN Y. SHEN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1 06/13/2025 LBR DP LBR ADDENDUM #1 2 07/07/2025 YS MKR LBR ADDENDUM #3 RTA/LR RTA/CN 0205-24 1"=20' CONCRETE JOINT INFORMATION ADDED TO SHEET 2 07/09/2025 2 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433282 H H H H E C O EE E E GV G V W W W G V 12.0' 15.0' (TYP) 6.8' 15.0' (TYP.) 10.7' 11.6' 9.8'15.0' (TYP.) 101 102 103 105 106 107 113 114 115 116 111 109 110 112 127 119 121 131 132130 129 128 133 10 9 9 9 7 7 7 17 17 17 23134 136 137 117 104 138 9 118 139 140 141 142 103 25 25 11 1081207 7 122 123 124 1259 9 9 10 12 . 0 ' ( T Y P . ) R=36.0' R=5.0' R=28.0'R=14.5'R=15.0' R=38.0' R=5.0'R=35.0' R=62.0' R=MATCH EXISTING R=13.6' N T C 5 0 9 + 5 3 N TC 510+00 S TC 609+53 S TC 610+00 HA R D I E 3 1 0 + 0 0 HA R D I E 3 0 9 + 0 0 HA R D I E 3 1 0 + 0 0 RAINIER 2 0 4 + 0 0 RAINIER 205+ 0 0 RAINIER 206+00 RAINIER 207+00 RAINIER 2 0 8 + 0 0 RAINI E R 2 0 9 + 0 0 11.0'12.2' 11.2' 10.3' 7.4' 135 11.6' 13 . 0 ' (T Y P . ) LEGEND*: PAVING POINT SEE SHEETS BT120-GZN006-GZN007 FOR GENERAL SYMBOLS AND LEGEND LONGITUDINAL JOINT TRANSVERSE JOINT LANDSCAPING X * HARDSCAPE 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-GZK001 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. KEY NOTES: INSTALL CEMENT CONC TRAFFIC CURB AND GUTTER PER WSDOT STD PLAN F-10.12 INSTALL HMA PAVEMENT PER TYPICAL SECTIONS ON SHEETS BT120-CRY101-CRY106 INSTALL HMA OVERLAY PAVEMENT PER TYPICAL SECTIONS ON SHEETS BT120-CRY101-CRY106 INSTALL CEMENT CONC PAVEMENT PER TYPICAL SECTIONS ON SHEETS BT120-CRY101-CRY106 INSTALL CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 INSTALL CEMENT CONC TRAFFIC CURB PER WSDOT STD PLAN F-10.12 PAINTED YELLOW CURB 7 9 10 11 23 25 17 N N 20 40 SCALE IN FEET 01020 (1" = 20') No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 07 / 0 8 / 2 5 | 2: 0 4 P M | YS H E N C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - S H E N Y \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C P P 1 0 1 - 1 0 6 . D W G S1-BT120-CPP101-106 FACILITY ID: Xrefs: xS1-BT120-VRX001 xS1-BT120-CZN001 xBRT-CUD05-TB22x34 xS1-BT120-CAP001 xS1-BT120-CPP002 xS1-BT120-VSF100 xS1-BT120-GZK020 S1-BT120-CPP201-205 xS1-BT120-GZK010 xS1-BT120-CPP001 xS1-BT120-CZN002 xS1-BT120-CRJ001 MA T C H L I N E : R A I N I E R S T A 2 0 8 + 5 0 SE E D W G BT 1 2 0 - C P P 1 0 3 M A T C H L I N E : R A I N I E R S T A 2 0 4 + 0 0 S E E D W G B T 1 2 0 - C P P 1 0 1 RAINIER AVE S HARD I E A V E S W CL BT120-C-STC CL BT120-C-NTCCL BT120-C-RAINIER CL BT120-C-HARDIE MATCHLINE: SEE DWG BT120-CPP203 1 BT120-CRD101 1 BT120-CRD102 2 BT120-CRD120 1 BT120-CRD120 MATCHLINE: SEE DWG BT120-CPP201 102 103 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRADY WAY 101 104 105 KEY MAP LA K E AV E S 107 106 RAINER 204+00 TO NEAREST SIDEWALK JOINT (TYP.) TO NEAREST SIDEWALK JOINT (TYP.) 1 1 1 1 1 1 1 1 1 1 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT120-RPP201-BT120-RPP205 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL PAVING PLAN RAINIER STA 504+00 TO RAINIER STA 208+50 BT120-CPP102 BT120 083 L. REDMAN Y. SHEN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1 06/13/2025 LBR DP LBR ADDENDUM #1 2 07/07/2025 YS MKR LBR ADDENDUM #3 RTA/LR RTA/CN 0205-24 1"=20' CONCRETE JOINT INFORMATION ADDED TO SHEET 2 07/09/2025 2 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433283 /// / // T T E GV G V G V T M H T M H G V IC V ICV IC V ICVIC V ICVICV ICV G V GV 2'4'5" 15.0' (TYP) 12 . 7 ' 2. 7 ' 11 . 0 ' 9. 3 ' 7. 6 ' 6. 0 ' 4. 4 ' S W 7 T H S T 2 4 9 + 0 0 SW 7TH ST 250+00 S W 7 T H S T 2 5 1 + 0 0 RAINIER 208+00 RAINIER 209+00 RAINIER 210+00 RAINIER 211+00 RAINIER 212+00 RAINIER 213+00 RAINIER 214+00 SW 7TH ST STA 249+99.98 = RAINIER STA 212+42.13 1. 1 ' 13 . 0 ' (T Y P . ) 10.6' 133 101 9 23 23 11 142 103 104 105 106 102 25 25 107 108 165 KEY NOTES: INSTALL CEMENT CONC PAVEMENT PER TYPICAL SECTIONS ON SHEETS BT120-CRY101-CRY106 INSTALL CEMENT CONC TRAFFIC CURB PER WSDOT STD PLAN F-10.12 PAINTED YELLOW CURB 23 11 25 LEGEND*: PAVING POINT SEE SHEETS BT120-GZN006-GZN007 FOR GENERAL SYMBOLS AND LEGEND LONGITUDINAL JOINT TRANSVERSE JOINT LANDSCAPING X * HARDSCAPE 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-GZK001 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. N N 20 40 SCALE IN FEET 01020 (1" = 20') No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 0 9 / 2 5 | 1: 4 9 P M | LR E D M A N C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - R E D M A N L \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C P P 1 0 1 - 1 0 6 . D W G S1-BT120-CPP101-106 FACILITY ID: Xrefs: xS1-BT120-VRX001 xS1-BT120-CZN001 xBRT-CUD05-TB22x34 xS1-BT120-CAP001 xS1-BT120-CPP002 xS1-BT120-VSF100 xS1-BT120-GZK020 S1-BT120-CPP201-205 xS1-BT120-GZK010 xS1-BT120-CPP001 xS1-BT120-CZN002 xS1-BT120-CRP001 MA T C H L I N E : R A I N I E R S T A 2 0 8 + 5 0 SE E D W G BT 1 2 0 - C P P 1 0 2 S W 7 T H S T CL BT120-C-RAINIER CL BT120-C-SW7THST M A T C H L I N E : S E E D W G B T 1 2 0 - C P P 2 0 1 RAINIER AVE S 102 103 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRADY WAY 101 104 105 KEY MAP LA K E AV E S 107 106 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL PAVING PLAN RAINIER STA 208+50 TO RAINIER STA 212+42.13 BT120-CPP103 BT120 084 A L. REDMAN Y. SHEN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1 06/13/2025 LBR DP LBR ADDENDUM #1 2 07/07/2025 YS MKR LBR ADDENDUM #3 A 10/24/2025 LBR LBR CoR Permit Revisions - CNWD #001 RTA/LR RTA/CN 0205-24 1"=20' PROTECT EXISTING CURB DURING CONSTRUCTION PROTECT EXISTING CURB DURING CONSTRUCTION A A MS 10/24/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433284 X X X XXXXXXXXXX X X X X X E E SL FO FO FO VLT C C HH ////////////////////// 17 17 17 11 . 0 ' (T Y P . ) 11 . 0 ' (T Y P . ) 11.0' (TYP.) 9 11 109 110 106 107 108 104 101 102 27 27 27 22 112 113114 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 135 136 137 138 139 134 141 142 143 144 145 146 147 148 149 150 151151515 15 111 115 116 154 155156 157 153 158 159 160 161 162 163 15 164 R=19.0' R=28.0' R=35.0' R=19.1' GRADY 151+00 GRADY 152+00 GRADY 153+00 GRADY 154+00 GRADY 155+00 GRADY 156+00 10 . 0 ' 10 . 0 ' 10 . 0 ' 10 . 0 ' KEY NOTES: INSTALL HMA PAVEMENT PER TYPICAL SECTIONS ON SHEETS BT120-CRY101-CRY106 INSTALL CEMENT CONC PAVEMENT PER TYPICAL SECTIONS ON SHEETS BT120-CRY101-CRY106 INSTALL CEMENT CONCTRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 INSTALL CEMENT CONC SIDEWALK PER CITY OF RENTON STD PLAN 102 LONGITUDINAL PATCH FOR FLEXIBLE PAVEMENT PER CITY OF RENTON STD PLAN 110 SEE SHEETS BT120-LHP101-LHP105, BT120-LHP201-LHP205 AND BT120-LHD101-LHD109 FOR HARDSCAPE PLAN AND DETAILS SEE TYPICAL SECTIONS FOR SUBGRADE PREPARATION 9 11 15 17 22 27 39 LEGEND*: PAVING POINT SEE SHEETS BT120-GZN006-GZN007 FOR GENERAL SYMBOLS AND LEGEND LONGITUDINAL JOINT TRANSVERSE JOINT LANDSCAPING X * HARDSCAPE 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-GZK001 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. N 20 40 SCALE IN FEET 01020 (1" = 20') N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 07 / 0 8 / 2 5 | 2: 0 4 P M | YS H E N C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - S H E N Y \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C P P 1 0 1 - 1 0 6 . D W G S1-BT120-CPP101-106 FACILITY ID: Xrefs: xS1-BT120-VRX001 xS1-BT120-CZN001 xBRT-CUD05-TB22x34 xS1-BT120-CAP001 xS1-BT120-CPP002 xS1-BT120-VSF100 xS1-BT120-GZK020 S1-BT120-CPP201-205 xS1-BT120-GZK010 xS1-BT120-CPP001 xS1-BT120-CZN002 xS1-BT120-CRJ001 MA T C H L I N E : G R A D Y S T A 1 5 1 + 0 0 SE E D W G BT 1 2 0 - C P P 1 0 1 MA T C H L I N E : G R A D Y S T A 1 5 6 + 5 0 SE E D W G BT 1 2 0 - C P P 1 0 5 MATCHLINE: SEE DWG BT120-CPP205 S GRADY WAY CL BT120-C-GRADY MATCHLINE: SEE DWG BT120-CPP204 102 103 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRADY WAY 101 104 105 KEY MAP LA K E AV E S 107 106 1 1 1 1 1 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT120-RPP201-BT120-RPP205 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL PAVING PLAN GRADY STA 151+00 TO GRADY STA 156+50 BT120-CPP104 BT120 085 L. REDMAN Y. SHEN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1 06/13/2025 LBR DP LBR ADDENDUM #1 2 07/07/2025 YS MKR LBR ADDENDUM #3 RTA/LR RTA/CN 0205-24 1"=20' CONCRETE JOINT INFORMATION ADDED TO SHEET 2 07/09/2025 2 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433285 X X T TMH X X X X X X X X X X X X / / /////////// / / / ////////////// / // SL R=145.0' 9 15 17 9 15 104 106 101 103 105 107 108 109 112 114 113 110 111 9 27 R=31.0' 17 R=37.0' 120 115 116 117 118 119 R=40.0' 125 126127 128 102 129130 132 R=40.0' R=129.0' R=137.5' R= 1 6 . 5 ' LAKE 399+48 LAKE 400+00 LAK E 4 0 1 + 0 0 GRADY 160+46GRADY 157+00 GRADY 158+00 GRADY 159+00 GRADY 160+00 RAILAKDW 722+12 RAILAK D W 7 1 9 + 0 0 RAILAKDW 7 2 0 + 0 0 RAILA K D W 7 2 1 + 0 0 134 R=38.8'' R=54.0' 133 135 136 137 138 141 142 9 R=40.0' 144 15 14 1 10 1 14 8 14 9 15 0 15 1 KEY NOTES: INSTALL HMA PAVEMENT PER TYPICAL SECTIONS ON SHEETS BT120-CRY101-CRY106 INSTALL CEMENT CONC TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 INSTALL CEMENT CONC SIDEWALK PER CITY OF RENTON STD PLAN 102 SEE SHEETS BT120-LHP101-LHP105, BT120-LHP201-LHP205 AND BT120-LHD101-LHD109 FOR HARDSCAPE PLAN AND DETAILS SEE TYPICAL SECTIONS FOR SUBGRADE PREPARATION 9 15 17 27 39 LEGEND*: PAVING POINT SEE SHEETS BT120-GZN006-GZN007 FOR GENERAL SYMBOLS AND LEGEND LANDSCAPING X * HARDSCAPE 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-GZK001 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. SEE WSDOT STD PLAN A-40.10 FOR INSTALLATION N N 20 40 SCALE IN FEET 01020 (1" = 20') No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 5 / 2 5 | 1: 0 5 P M | LS O U S A C: \ P W W O R K I N G \ J A C O B S _ B & I \ L S O U S A @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C P P 1 0 1 - 1 0 6 . D W G S1-BT120-CPP101-106 FACILITY ID: Xrefs: xS1-BT120-VRX001 xS1-BT120-CZN001 xBRT-CUD05-TB22x34 xS1-BT120-CAP001 xS1-BT120-CPP002 xS1-BT120-VSF100 xS1-BT120-GZK020 S1-BT120-CPP201-205 xS1-BT120-GZK010 xS1-BT120-CPP001 xS1-BT120-CZN002 MA T C H L I N E : G R A D Y S T A 1 5 6 + 5 0 SE E D W G BT 1 2 0 - C P P 1 0 4 MATC H L I N E : SEE D W G BT120 - C P P 2 0 4 S GRADY WAY LAK E A V E S CL BT120-C-LAKE CL BT120-C-GRADY MATCHLINE: LAKE STA 401+50 SEE DWG BT120-CPP106 1 BT120-CRD117 1 BT120-CRD118 WORK BY OTHERS (I-LINE PROJECT) 102 103 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRADY WAY 101 104 105 KEY MAP LA K E AV E S 107 106 1 1 1 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT120-RPP201-BT120-RPP205 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL PAVING PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 BT120-CPP105 BT120 086 1 L. REDMAN Y. SHEN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1 06/13/2025 LBR DP LBR ADDENDUM #1 RTA/LR RTA/CN 0205-24 1"=20' 06/11/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433286 E X X X XX X X X X X X X X XXXXXXXXXX 2 B L R D 1 2 . 5 ' 13 . 4 ' 9 . 7 ' 11.7' 15.0'^ ^ ^ ^ ^ ^ ^ F F F F C C 12.0'15.0 15.5' 11.0' 15 . 0 ' 11 . 8 ' 15 . 0 ' R=40.0' R=25.0' R=67.0' R=55.0' R=40.5' R=26.0' R=25.0' R=25.0' R=40.0' R=25.0' R=34.0' R=26.0' R=26.0' R=34.0' R=67.0' R=51.5' R=25.0' 78 . 0 ' 12.012.0'11.5' 9. 0 ' LAKE 402+00 LAKE 403+00 LAKE 404+00 LA K E 4 0 5 + 0 0 N T C 5 1 8 + 7 5 N T C 5 1 8 + 0 0 S TC 619+04 S T C 6 1 8 + 0 0 S T C 6 1 9 + 0 0 RAILAKDW 722+12 R A I L A K D W 7 2 1 + 0 0 RAILAKDW 722+00 12.0' 12.3' 2.5' 15.0' (TYP.) 12.0' (TYP.) R=16.5' 9 11 15 17 15 9 21 9 13 13 15 15 15 17 13 11 104 115 116 114 112 108 119 106 122 113 111 110 107 109 117 13 13103 102 10 123 125 128 127 131 134 135 136 121 137 9 18 138 139 140 129 105 130 27 124 39 141 142 143 144 145 146 17 15 101 147148 149 150 151 41152 126 120 118 24 42 133 132 12 . 0 KEY NOTES: INSTALL HMA PAVEMENT PER TYPICAL SECTIONS ON SHEETS BT120-CRY101-CRY106 INSTALL HMA OVERLAY PAVEMENT PER TYPICAL SECTIONS ON SHEETS BT120-CRY101-CRY106 INSTALL CEMENT CONC PAVEMENT PER TYPICAL SECTIONS ON SHEETS BT120-CRY101-CRY106 INSTALL DOWELED CURB PER KCM STD PLAN D109 INSTALL CEMENT CONC TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 INSTALL CEMENT CONC SIDEWALK PER CITY OF RENTON STD PLAN 102 SEE SHEET BT120-CRD125 AND STRUCTURAL SHEETS FOR STEEL PICKET FENCE NON-REMOVABLE DETAILS INSTALL RETAINING WALL PER STRUCTURAL SHEETS SEE SHEET BT120-CRD125 FOR STEEL PICKET FENCE REMOVABLE DETAILS SEE SHEETS BT120-LHP101-LHP105, BT120-LHP201-LHP205 AND BT120-LHD101-LHD109 FOR HARDSCAPE PLAN AND DETAILS SEE TYPICAL SECTIONS FOR SUBGRADE PREPARATION 9 10 11 13 15 17 21 24 18 27 39 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-GZK001 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. LEGEND*: PAVING POINT SEE SHEETS BT120-GZN006-GZN007 FOR GENERAL SYMBOLS AND LEGEND LONGITUDINAL JOINT TRANSVERSE JOINT LANDSCAPING X * HARDSCAPE N N 20 40 SCALE IN FEET 01020 (1" = 20') No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 07 / 0 8 / 2 5 | 4: 3 2 P M | YS H E N C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - S H E N Y \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C P P 1 0 1 - 1 0 6 . D W G S1-BT120-CPP101-106 FACILITY ID: Xrefs: xS1-BT120-VRX001 xS1-BT120-CZN001 xBRT-CUD05-TB22x34 xS1-BT120-CAP001 xS1-BT120-CPP002 xS1-BT120-VSF100 xS1-BT120-GZK020 S1-BT120-CPP201-205 xS1-BT120-GZK010 xS1-BT120-CPP001 xS1-BT120-CZN002 xS1-BT120-CRJ001 CL BT120-C-LAKE CL BT120-C-RAILAKDW MATCHLINE: SEE DWG BT120-CPP204 MATCHLINE: SEE DWG BT120-CPP202 2 BT120-CRD113 1 BT120-CRD114 1 BT120-CRD115 1 BT120-CRD113 102 103 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRADY WAY 101 104 105 1 BT120-CRD116 KEY MAP LA K E AV E S 107 106 MAT C H L I N E : L A K E S T A 4 0 1 + 5 0 SEE D W G BT1 2 0 - C P P 1 0 5 MATCHLINE: NOT USED THIS SERIES LAKE AVE S 1 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. CL BT120-C-NTC CL BT120-C-STC 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. 1 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT120-RPP201-BT120-RPP205 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL PAVING PLAN LAKE STA 401+50 TO LAKE STA 405+55.16 BT120-CPP106 BT120 087 L. REDMAN Y. SHEN D. POSTEN L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1 06/13/2025 LBR DP LBR ADDENDUM #1 2 07/07/2025 YS MKR LBR ADDENDUM #3 RTA/LR RTA/CN 0205-24 1"=20' CONCRETE JOINT INFORMATION ADDED TO SHEET 2 2 42 CEMENT CONC. PEDESTRIAN CURB PER WSDOT STD PLAN F-40.15. 2 07/09/2025 2 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433287 ^ ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ ^ ^ 15.0' (TYP.) 15 . 5 ' 15 . 5 ' 15 . 0 ' 5. 0 ' 15 . 5 ' 19 . 5 ' 15.0' (TYP.) 15.4' 9.3' 10.3' 12 . 0 ' 12 . 0 ' 15 . 5 ' 15 . 5 ' 15.0' (TYP.) 15.0' (TYP.) 132131 119 117 118 9 14 14 13 19 17 R=200.0' R=6.0' R=25.0' R=25.0' R=25.0' 101 106 107 114 26 101 11 17 13 104109 108 111 110 112 123 124 126 125 121 122 134 137 136 113 R=25.0'112118119 18 7 9 27 105 133 102 103 21 R=100.0' R=100.0' R=115.0' R=10.0' 116 128 R=10.0' 129 R=850.0' R=847.0' 115 R=75.0' R=111.0' 139 140 141 143 142 145 144 130 7 30 33 34 17 11 R=25.0' 243 245 148147 146 149 150 151 152 153 154 155 156 157 R=100.0' R=100.0'R=100.0' R=100.0' 159 158 162 163 167 166 164 16535 R=15.0' 27 168 39 39 11 39 26 39 41 169 101 12 . 0 ' N TC 511+00 N TC 512+00 N TC 513+00 N TC 514+00 S TC 611+00 S TC 612+00 S TC 613+00 S TC 614+00 RAINIER 207+00 9.8' 15.5' 16 . 7 ' 15 . 5 ' 15 . 5 ' 12 . 0 ' 12 . 0 ' 12 . 0 ' KEY NOTES: INSTALL CEMENT CONC TRAFFIC CURB AND GUTTER PER WSDOT STD PLAN F-10.12 INSTALL HMA PAVEMENT PER TYPICAL SECTIONS ON SHEETS BT120-CRY101-CRY106 INSTALL CEMENT CONC PAVEMENT PER TYPICAL SECTIONS ON SHEETS BT120-CRY101-CRY106 INSTALL DOWELED CURB PER KCM STD PLAN D109 INSTALL 9 IN DOWELED CURB PER DETAIL ON SHEET BT120-CRD122 INSTALL CEMENT CONC SIDEWALK PER CITY OF RENTON STD PLAN 102 SEE SHEET BT120-CRD125 AND STRUCTURAL SHEETS FOR STEEL PICKET FENCE NON-REMOVABLE DETAILS INSTALL CEMENT CONC TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 INSTALL RETAINING WALL PER STRUCTURAL SHEETS INSTALL BUS PLATFORM PER DETAIL ON STRUCTURAL SHEET SEE SHEETS BT120-LHP101-LHP105, BT120-LHP201-LHP205 AND BT120-LHD101-LHD109 FOR HARDSCAPE PLAN AND DETAILS INSTALL 36 IN VALLEY GUTTER PER DETAIL ON SHEET BT120-CRD123 7 9 11 13 14 17 19 21 26 27 30 18 LEGEND*: PAVING POINT SEE SHEETS BT120-GZN006-GZN007 FOR GENERAL SYMBOLS AND LEGEND LONGITUDINAL JOINT TRANSVERSE JOINT LANDSCAPING X * HARDSCAPE 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-GZK001 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. INSTALL 8 IN CONC FOUNDATION FOR PARATRANSIT SHELTER. SEE SHEETS BT120-SGD163 AND BT120-SGD164 FOR STRUCTURAL INFORMATION FOR THE SHELTER. INSTALL 8 IN THICK CONC FOUNDATION FOR SIGN INSTALLATION. SEE CHANNELIZATION AND SIGNING PLANS FOR DETAILS. SEE TYPICAL SECTIONS FOR SUBGRADE PREPARATION 34 35 39 1 BT120-CRD108 N 20 40 SCALE IN FEET 01020 (1" = 20') No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 07 / 0 8 / 2 5 | 2: 0 5 P M | YS H E N C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - S H E N Y \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C P P 2 0 1 - 2 0 5 . D W G S1-BT120-CPP201-205 FACILITY ID: Xrefs: xS1-BT120-CPP001 xS1-BT120-VRX001 xS1-BT120-CZN001 xBRT-CUD05-TB22x34 xS1-BT120-CAP001 xS1-BT120-CPP002 xS1-BTP120-VSF100 xS1-BT120-GZK020 xS1-BT120-GZK010 xS1-BT120-LHP001 xS1-BT120-CZN002 xS1-BT120-CRJ001 SOUTH DRIVEWAY NORTH DRIVEWAY CL BT120-C-S TC 1 BT120-CRD105 1 BT120-CRD103 1 BT120-CRD104 1 BT120-CRD107 2 BT120-CRD107 1 BT120-CRD106 1 BT120-CRD109 MATCHLINE: SEE DWG BT120-CPP103 MA T C H L I N E : S E E D W G BT 1 2 0 - C P P 2 0 2 MA T C H L I N E : SE E D W G BT 1 2 0 - C P P 1 0 2 MATCHLINE: SEE DWG BT120-CPP203 127 CL BT120-C-N TC 3 BT120-CRD120 135 N 102 103 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRADY WAY 101 104 105 KEY MAP LA K E AV E S 107 106 138 201 SEE NOTE 8 SEE SHEET BT120-CGP103 AND SHEET BT120-CGS102 FOR ADDITIONAL BUS PLATFORM PAVING POINTS. 9. SEE NOTE 8 SEE NOTE 9 SEE NOTE 8 SEE NOTE 9 160 161 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. 1 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT120-RPP201-BT120-RPP205 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL PAVING PLAN S RENTON TRANSIT CENTER BT120-CPP201 BT120 088 L. REDMAN Y. SHEN D. POSTEN L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1 06/13/2025 LBR DP LBR ADDENDUM #1 2 07/07/2025 YS MKR LBR ADDENDUM #3 RTA/LR RTA/CN 0205-24 1"=20' 1 CONCRETE JOINT INFORMATION ADDED TO SHEET 2 07/09/2025 2 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433288 ^ ^ ^ ^ ^ ^ ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 27 15. 0 ' (TY P . ) 15.4' 9.3'10.3' 15 . 5 ' 15 . 5 ' 15.0' (TYP.) 15.0' (TYP.) 12 . 0 ' 15 . 0 ' 15 . 0 ' 12 . 0 ' 12 . 0 ' 6.3 ' 12.5' 114 20 9 26 14 13 14 20 13 101 R=10.0' R=55.0' 11 112 123 124 125 113 105 106 107 110 112 111 102 103 R=115.0' R=75.0' R=15.0' R=111.0' 104 108 109 18 17 105 R=1 0 0 . 0 ' R= 1 1 5 . 0 ' R= 1 0 . 0 ' 116 R= 7 5 . 0 ' R= 1 1 1 . 0 ' 113 R=35.0' 114 115 31 34116 117 119 118 120 121 122 123 124 125 127 126 R=100.0' R=100.0' R=100.0' R=100.0' 128 129 21 39 39 11 39 169 10 . 5 ' 12.0 (TYP.) 10 . 5 ' 13. 3 ' N TC 514+00 N TC 515+00 N TC 516+00 N TC 517+00 S TC 615+00 S TC 616+00 S TC 617+00 S TC 618+00 9.8' 15.5' 16 . 7 ' 12 . 0 ' 1 5 . 0 ' 12.5' 1 3 . 0 ' 9 . 8 ' KEY NOTES: INSTALL HMA PAVEMENT PER TYPICAL SECTIONS ON SHEETS BT120-CRY101-CRY106 INSTALL CEMENT CONC PAVEMENT PER TYPICAL SECTIONS ON SHEETS BT120-CRY101-CRY106 INSTALL INTEGRAL DOWELED CURB PER KCM STD PLAN D109 INSTALL 9 IN INTEGRAL DOWELED CURB PER DETAIL ON SHEET BT120-CRD122 INSTALL CEMENT CONC SIDEWALK PER CITY OF RENTON STD PLAN 102 SEE SHEET BT120-CRD125 AND STRUCTURAL SHEETS FOR STEEL PICKET FENCE NON-REMOVABLE DETAILS INSTALL CEMENT ROLLED CURB PER DETAIL ON SHEET BT120-CRD121 INSTALL RETAINING WALL PER STRUCTURAL SHEETS INSTALL BUS PLATFORM PER DETAIL ON STRUCTURAL SHEET 9 11 13 14 20 21 26 17 18 LEGEND*: PAVING POINT SEE SHEETS BT120-GZN006-GZN007 FOR GENERAL SYMBOLS AND LEGEND LONGITUDINAL JOINT TRANSVERSE JOINT LANDSCAPING X * HARDSCAPE 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-GZK001 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. SEE WSDOT STD PLAN A-40.10 FOR INSTALLATION SHEET SEE SHEETS BT120-LHP101-LHP105, BT120-LHP201-LHP205 AND BT120-LHD101-LHD109 FOR HARDSCAPE PLAN AND DETAILS SEE SHEET BT120-CRD121 FOR CURB TRANSITION DETAILS SEE TYPICAL SECTIONS FOR SUBGRADE PREPARATION 27 31 39 N N 20 40 SCALE IN FEET 01020 (1" = 20') No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 07 / 0 8 / 2 5 | 2: 3 0 P M | YS H E N C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - S H E N Y \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C P P 2 0 1 - 2 0 5 . D W G S1-BT120-CPP201-205 FACILITY ID: Xrefs: xS1-BT120-CPP001 xS1-BT120-VRX001 xS1-BT120-CZN001 xBRT-CUD05-TB22x34 xS1-BT120-CAP001 xS1-BT120-CPP002 xS1-BTP120-VSF100 xS1-BT120-GZK020 xS1-BT120-GZK010 xS1-BT120-LHP001 xS1-BT120-CZN002 xS1-BT120-CRJ001 1 BT120-CRD111 SOUTH DRIVEWAY NORTH DRIVEWAY CL BT120-C-N TC CL BT120-C-S TC 2 BT120-CRD112 MA T C H L I N E : SE E D W G BT 1 2 0 - C P P 2 0 1 MA T C H L I N E : SE E D W G BT 1 2 0 - C P P 1 0 6 MATCHLINE: SEE DWG BT120-CPP204 102 103 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRADY WAY 101 104 105 KEY MAP LA K E AV E S 107 106 SEE SHEET BT120-CGP103 AND SHEET BT120-CGS102 FOR ADDITIONAL BUS PLATFORM PAVING POINTS. 8. SEE NOTE 8 SEE NOTE 9 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT120-RPP201-BT120-RPP205 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL PAVING PLAN S RENTON TRANSIT CENTER BT120-CPP202 BT120 089 L. REDMAN Y. SHEN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1 06/13/2025 LBR DP LBR ADDENDUM #1 2 07/07/2025 YS MKR LBR ADDENDUM #3 RTA/LR RTA/CN 0205-24 1"=20' CONCRETE JOINT INFORMATION ADDED TO SHEET 2 2 07/09/2025 2 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433289 GV 2VLTS 19 R=25.0' 9 19 19 9 19 19 19 R=25.0' R=3.0' R=3.0' R=10.0' 220 R=836.5' R=100.0' 19 13 R=25.0' 104 105 106 108 109 107 110 112 113 114 115 116 117 119 120 121 122 123 124 126 127 128 125 130 129 141 143 144 145 147 148 149 150 151 131 133 134 135 136 137 138 139 140 153 154 155 157 156 158 166 165 164 163 162 159 160 161 175 174 168 173 172 171 170 169181 185 184 183 182 177 178 179 180 187 188 189 190 191 192 193 194 195 196 204 197 198 199 200201 203 205 206 207208 210 211 212213 214 215 217 218 224 R=43.0' R=50.0' R=3.0'R=3.0' R=25.0'R=10.0' R=3.0' R=10.0' R=3.0' R=10.0' R=3.0'R=3.0' R=3.0' R=15.0' R=10.0' R=3.0' R=10.0' R=3.0' R=10.0' R=10.0' R=15.0' R=3.0' 216 R=10.0' R=10.0' R=3.0' R=10.0' R=3.0' R=10.0' R=3.0' 19 19 226 104 R=5.0 ' 15 19 19 19 R=3.0' 17 27 17 R=40.0' 227 R=15.0' 225 230 228 103 229 202 146 231 232 19 19 19 19 17 27 235 236 167 17 103 110 239 240241 237 238 33 33 33 33 33 R=25.0' 176 242 243 244 245 13 36 36 246 247 36 248 36 249 36 250 36 251 255 253 36 36 19 254 36 36 252 27 186 209 39 939 40 40 40 40 256 33 219 234 233 7 101 17 102 RAILAKDW 716+00 12.2' 4.9' 10.7' 1 0 . 2 ' 1 5 . 0 ' ( T Y P . ) 1 1 . 6 ' 9.6' 152142 132 221 222 223 11 42 KEY NOTES: INSTALL CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER WSDOT STD PLAN F-10.12 INSTALL HMA PAVEMENT PER TYPICAL SECTIONS ON SHEETS BT120-CRY101-CRY106 INSTALL CEMENT CONC PAVEMENT PER TYPICAL SECTIONS ON SHEETS BT120-CRY101-CRY106 INSTALL INTEGRAL DOWELED CURB PER KCM STD PLAN D109 INSTALL CEMENT CONC TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 INSTALL CEMENT CONC SIDEWALK PER CITY OF RENTON STD PLAN 102 INSTALL CEMENT CONC TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 SEE SHEETS BT120-LHP101-LHP105, BT120-LHP201-LHP205 AND BT120-LHD101-LHD109 FOR HARDSCAPE PLAN AND DETAILS INSTALL WHEEL STOP PER DETAIL ON SHEET BT120-CRD128 INSTALL ROADWAY BOLLARD TYPE 1 PER DETAIL ON SHEET BT120-CRD129 SEE TYPICAL SECTIONS FOR SUBGRADE PREPARATION 9 13 15 17 19 27 33 36 7 39 11 LEGEND*: PAVING POINT SEE SHEETS BT120-GZN006-GZN007 FOR GENERAL SYMBOLS AND LEGEND LONGITUDINAL JOINT TRANSVERSE JOINT LANDSCAPING X * HARDSCAPE 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-GZK001 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. SEE WSDOT STD PLAN A-40.10 FOR INSTALLATION INSTALL YELLOW DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10 PAINTED RED CURB 40 42 N 20 40 SCALE IN FEET 01020 (1" = 20') N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 0 9 / 2 5 | 2: 0 4 P M | LR E D M A N C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - R E D M A N L \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C P P 2 0 1 - 2 0 5 . D W G S1-BT120-CPP201-205 FACILITY ID: Xrefs: xS1-BT120-CPP001 xS1-BT120-VRX001 xS1-BT120-CZN001 xBRT-CUD05-TB22x34 xS1-BT120-CAP001 xS1-BT120-CPP002 xS1-BTP120-VSF100 xS1-BT120-GZK020 xS1-BT120-GZK010 xS1-BT120-LHP001 xS1-BT120-CZN002 xS1-BT120-CRP001 MA T C H L I N E : SE E D W G BT 1 2 0 - C P P 2 0 4 MATCHLINE: SEE DWG BT120-CPP205 MA T C H L I N E : SE E D W G BT 1 2 0 - C P P 1 0 2 M A T C H L I N E : S E E D W G B T 1 2 0 - C P P 1 0 1 MATCHLINE: SEE DWG BT120-CPP201 102 103 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRADY WAY 101 104 105 KEY MAP LA K E AV E S 107 106 1 BT120-CRD119 SEE NOTE 9 111 SEE CHANNELIZATION AND SIGNING PLANS FOR BOLLARD SIGN POST DETAILS AND LOCATIONS. SEE SHEET BT120-CGP103 FOR ADDITIONAL GRADING INFORMATION AT THIS LOCATION. 8. 9. CL BT120-C-RAILAKDW SEE NOTE 8 SEE NOTE 8 SEE NOTE 8 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL PAVING PLAN S RENTON TRANSIT CENTER BT120-CPP203 BT120 090 A L. REDMAN Y. SHEN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1 06/13/2025 LBR DP LBR ADDENDUM #1 2 07/07/2025 YS MKR LBR ADDENDUM #3 A 10/24/2025 LBR LBR CoR Permit Revisions - CNWD #001 RTA/LR RTA/CN 0205-24 1"=20' A SEE NOTE 7 A A A A 118 SEE NOTE 9 A A A A A A MS 10/24/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433290 X X CONC GV GM 2VLTS GM G G G G G 27 12.0' (TYP.) 15 . 0 ' (T Y P . ) 10 . 8 ' 9 . 2 ' 1 0 . 5 ' 15.0 ' (TY P . ) R= 1 0 . 0 ' 11 20 20 9 R=65.0' R=75.0' R=99.0' R=80.0' R=79.3' 13 15 13 127 114 226 104 R=5.0' 105 R=2.5' 111 125 126131 136 137 139 148 147 141 146 145 144 143 142 149 150 R=40.0' 153 155 154 15 R=2.0' 18 24 42 15 17 15 R= 4 0 . 0 ' 227 R= 1 5 . 0 ' 225 109 228 235 236 151 124 R=69.5' 103 110 112 113 114 116 32 106 18 18 13 32 31 123 27 39 9 39 39 294 295 296 297 298 41 41 41 41 41 299 41 300 41 301 41 302 41 17 R=112.0' R=5.0' 10 . 5 ' 10 . 5 ' 15.0' (TYP.) LAKE 400+00 LAK E 4 0 1 + 0 0 GRADY 15 9 + 0 0 LAKE STA 400+00.05 RAILAKDW 717+00 RAILAKDW 718+00 RAILAKDW 719+00 RAILA K D W 7 2 0 + 0 0 RAIL A K D W 7 2 1 + 0 0 9.5' 9.5' 8 . 5 ' 13.4' 9.7' 1 1 . 7 ' 1 5 . 0 ' R=2.0' 108 107R=88.0' 115 117 129 130 13812.2' 4.9' 10.7' 10 . 2 ' 15 . 0 ' (T Y P . ) 11 . 6 ' 9.6' 11 42 13 17 27 42118 R=35.0' 102 152 R=35.0' 101 140 KEY NOTES: INSTALL HMA PAVEMENT PER TYPICAL SECTIONS ON SHEETS BT120-CRY101-CRY106 INSTALL CEMENT CONC PAVEMENT PER TYPICAL SECTIONS ON SHEETS BT120-CRY101-CRY106 INSTALL INTEGRAL DOWELED CURB PER KCM STD PLAN D109 INSTALL CEMENT CONC TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 INSTALL CEMENT CONC SIDEWALK PER CITY OF RENTON STD PLAN 102 SEE SHEET BT120-CRD125 AND STRUCTURAL SHEETS FOR STEEL PICKET FENCE NON-REMOVABLE DETAILS INSTALL CEMENT ROLLED CURB PER DETAIL ON SHEET BT120-CRD121 SEE SHEET BT120-CRD125 FOR STEEL PICKET FENCE REMOVABLE DETAILS SEE SHEETS BT120-LHP101-LHP105, BT120-LHP201-LHP205 AND BT120-LHD101-LHD109 FOR HARDSCAPE PLAN AND DETAILS SEE SHEET BT120-CRD121 FOR CURB TRANSITION DETAILS 9 11 13 15 20 24 27 31 17 18 LEGEND*: PAVING POINT SEE SHEETS BT120-GZN006-GZN007 FOR GENERAL SYMBOLS AND LEGEND LONGITUDINAL JOINT TRANSVERSE JOINT LANDSCAPING X * HARDSCAPE 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-GZK001 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. SEE SHEET BT120-CRD121 FOR CURB TRANSITION DETAILS INSTALL STEEL PICKET VEHICLE GATE PER DETAIL ON SHEET BT120-CRD127 INSTALL FENCE GATE PER DETAIL ON SHEET BT120-CRD126 SEE TYPICAL SECTIONS FOR SUBGRADE PREPARATION INSTALL GENERATOR PROTECTION BOLLARD PER DETAIL ON SHEET BT120-CRD127 PAINTED RED CURB 32 38 39 41 42 N N 20 40 SCALE IN FEET 01020 (1" = 20') No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 0 9 / 2 5 | 2: 5 2 P M | LR E D M A N C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - R E D M A N L \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C P P 2 0 1 - 2 0 5 . D W G S1-BT120-CPP201-205 FACILITY ID: Xrefs: xS1-BT120-CPP001 xS1-BT120-VRX001 xS1-BT120-CZN001 xBRT-CUD05-TB22x34 xS1-BT120-CAP001 xS1-BT120-CPP002 xS1-BTP120-VSF100 xS1-BT120-GZK020 xS1-BT120-GZK010 xS1-BT120-LHP001 xS1-BT120-CZN002 xS1-BT120-CRP001 RAIN I E R A N D L A K E D W Y CL BT120-C-RAILAKDW MA T C H L I N E : SE E D W G BT 1 2 0 - C P P 2 0 3 MA T C H L I N E : SE E D W G BT 1 2 0 - C P P 2 0 5 MATCHLINE: SEE DWG BT120-CPP202 MATCHLI N E : SEE DWG BT120-CP P 1 0 4 MATCHLI N E : SEE DWG BT120-CP P 1 0 5 MA T C H L I N E : SE E D W G BT 1 2 0 - C P P 1 0 6 102 103 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRADY WAY 101 104 105 1 BT120-CRD110 KEY MAP LA K E AV E S 107 106 1 BT120-CGP102 SEE NOTE 7 1 BT120-CGP102 SEE NOTE 7 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL PAVING PLAN S RENTON TRANSIT CENTER BT120-CPP204 BT120 091 A L. REDMAN Y. SHEN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1 06/13/2025 LBR DP LBR ADDENDUM #1 2 07/07/2025 YS MKR LBR ADDENDUM #3 A 10/24/2025 LBR LBR CoR Permit Revisions - CNWD #001 RTA/LR RTA/CN 0205-24 1"=20' A A A A MS 10/24/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433291 GRA D Y 1 5 3 + 0 0 GRA D Y 1 5 4 + 0 0 R A I N I E R 2 0 2 + 0 0 X X X X X X X X X X X X X X GRA D Y 1 5 4 + 0 0 1919 19 19 R=25.0' 19 218 101 102 103 104 105 106 120 119 118 115 116 117 126 107 111 112 113 114 108 109 110 121 122 123 124 125 127 130 136 135 134 131 132 133 137 138 139 143 142 141 144 145 R=10.0' R=15.0' R=3.0' R=3.0' R=10.0' R=10.0' R=3.0' R=10.0' 128 R=3.0' R=10.0' R=3.0' 19 19 19 17 17 9 17 17 17 R=15.0' R=6.0' R=6.0' 146 147 148 149 150 151 152 153 154 155 157 158 159 163 164 19 27 27 27 27 27 160 R=25.5' R=32.5' R=32.5' 162 161 140 129 165 166 36 36 15640 KEY NOTES: INSTALL HMA PAVEMENT PER TYPICAL SECTIONS ON SHEETS BT120-CRY101-CRY106 INSTALL CEMENT CONC SIDEWALK PER CITY OF RENTON STD PLAN 102 INSTALL CEMENT CONC TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 SEE SHEETS BT120-LHP101-LHP105, BT120-LHP201-LHP205 AND BT120-LHD101-LHD109 FOR HARDSCAPE PLAN AND DETAILS INSTALL ROADWAY BOLLARD TYPE 1 PER DETAIL ON SHEET BT120-CRD129 INSTALL YELLOW DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10 9 17 19 27 36 40 LEGEND*: PAVING POINT SEE SHEETS BT120-GZN006-GZN007 FOR GENERAL SYMBOLS AND LEGEND LANDSCAPING X * HARDSCAPE 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-GZK001 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. N 20 40 SCALE IN FEET 01020 (1" = 20') N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 6 / 2 5 | 8: 1 5 A M | LS O U S A C: \ P W W O R K I N G \ J A C O B S _ B & I \ L S O U S A @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C P P 2 0 1 - 2 0 5 . D W G S1-BT120-CPP201-205 FACILITY ID: Xrefs: xS1-BT120-CPP001 xS1-BT120-VRX001 xS1-BT120-CZN001 xBRT-CUD05-TB22x34 xS1-BT120-CAP001 xS1-BT120-CPP002 xS1-BTP120-VSF100 xS1-BT120-GZK020 xS1-BT120-GZK010 xS1-BT120-LHP001 xS1-BT120-CZN002 MAT C H L I N E : SEE D W G BT1 2 0 - C P P 1 0 4 MATCHLINE: SEE DWG BT120-CPP203 M A T C H L I N E : S E E D W G B T 1 2 0 - C P P 1 0 1 102 103 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRADY WAY 101 104 105 KEY MAP LA K E AV E S 107 106 M A T C H L I N E : S E E D W G B T 1 2 0 - C P P 1 0 1 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT120-RPP201-BT120-RPP205 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL PAVING PLAN S RENTON TRANSIT CENTER BT120-CPP205 BT120 092 1 L. REDMAN Y. SHEN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1 06/13/2025 LBR DP LBR ADDENDUM #1 RTA/LR RTA/CN 0205-24 1"=20' 06/11/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433292 PAVING POINT TABLE POINT NO. 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 ALIGNMENT BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER STATION 205+45.03 205+66.24 207+77.07 207+75.14 206+13.48 206+31.82 207+00.28 206+94.28 205+66.97 206+05.82 207+32.46 206+26.51 206+87.04 206+93.39 206+91.46 206+91.95 206+14.16 206+92.10 207+41.70 206+77.63 207+74.90 207+14.93 207+01.47 205+44.99 206+25.68 205+86.96 207+76.66 207+74.78 207+76.24 207+78.49 207+81.73 208+33.31 205+44.38 206+28.07 207+22.23 207+76.15 206+25.58 206+14.22 206+26.57 207+92.04 208+17.15 OFFSET 38.88' LT 40.21' LT 12.24' RT 3.30' RT 82.43' LT 96.08' LT 133.79' LT 42.36' LT 62.37' LT 95.59' LT 43.22' LT 6.14' LT 98.81' LT 92.69' LT 80.48' LT 86.67' LT 5.87' LT 98.16' LT 43.68' LT 42.12' LT 44.54' LT 83.55' LT 131.25' LT 34.46' LT 37.38' LT 13.36' RT 2.51' RT 4.97' RT 11.05' RT 12.57' RT 12.11' RT 3.35' RT 0.01' LT 13.42' RT 89.76' LT 10.61' LT 40.87' LT 3.87' LT 4.14' LT 1.99' RT 1.05' RT ELEVATION 26.74 27.03 24.96 25.04 26.00 25.73 24.91 26.01 26.98 26.13 25.68 25.23 25.56 25.42 25.51 25.50 25.18 25.48 25.72 26.04 25.62 25.36 25.05 26.57 26.31 25.16 25.05 25.02 24.98 24.95 24.96 25.24 25.37 24.62 25.55 25.31 26.44 25.14 25.15 25.08 25.14 DESCRIPTION BEGIN C&G/MATCH EX BEGIN SW 1/2 - FL 1/2 - FL END SW PT - FL END C&G AND OVERLAY/MATCH EX END HMA PVMT/BEGIN OVERLAY/CEMENT CONCRETE PVMT BEGIN SW/MATCH EX END SW/MATCH EX AP - END OVERLAY/BEGIN CEMENT CONCRETE PVMT END OVERLAY/END HMA PVMT/BEGIN CEMENT CONCRETE PVMT PC - FL PRC - FL PT - FL FL - FL END OVERLAY/BEGIN HMA PVMT FL END HMA PVMT/BEGIN CEMENT CONCRETE PVMT BEGIN HMA PVMT/CEMENT CONCRETE PVMT END CEMENT CONCRETE PVMT/MATCH EX END HMA PVMT END HMA PVMT BEGIN HMA PVMT/MATCH EX END HMA PVMT/END OVERLAY/BEGIN CEMENT CONCRETE PVMT BEGIN HMA PVMT PC/CEMENT CONCRETE PVMT PT - FL PC - FL PT - FL FL/END CEMENT CONCRETE PVMT/BEGIN HMA PVMT FL/END HMA PVMT BEGIN OVERLAY/MATCH EX END HMA PVMT/BEGIN CEMENT CONCRETE PVMT END OVERLAY/MATCH EX AP - END CEMENT CONCRETE PVMT END OVERLAY/BEGIN CEMENT CONCRETE PVMT END OVERLAY/BEGIN HMA PVMT END HMA PVMT/BEGIN CEMENT CONCRETE PVMT AP - FL AP - FL PAVING POINT TABLE POINT NO. 101 102 103 104 105 106 107 108 109 110 113 114 115 116 ALIGNMENT BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER STATION 200+27.63 200+35.68 200+46.37 200+66.32 201+30.57 201+30.17 201+30.33 201+30.44 200+95.13 200+97.62 200+48.36 201+05.96 201+05.97 200+66.36 OFFSET 87.37' RT 74.10' RT 71.48' RT 25.43' RT 36.54' RT 25.68' RT 27.36' RT 32.86' RT 28.07' RT 33.52' RT 80.03' RT 36.55' RT 52.89' RT 50.65' RT ELEVATION 27.77 27.80 27.68 28.83 28.94 29.23 29.18 29.03 29.02 28.87 27.54 28.82 28.29 28.17 DESCRIPTION CEMENT CONCRETE PAVEMENT CEMENT CONCRETE PAVEMENT HMA OVERLAY HMA OVERLAY HMA OVERLAY HMA OVERLAY HMA PAVEMENT HMA PAVEMENT HMA PAVEMENT HMA PAVEMENT HMA PAVEMENT HMA OVERLAY HMA OVERLAY HMA OVERLAY PAVING POINT TABLE POINT NO. 101 102 103 104 105 106 107 108 165 ALIGNMENT BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER STATION 209+82.67 210+85.39 208+60.30 208+94.81 209+33.45 210+85.35 211+49.42 211+49.08 208+33.38 OFFSET 1.72' LT 12.99' LT 0.30' LT 1.36' LT 1.78' LT 12.19' LT 6.65' LT 0.70' RT 48.71' RT ELEVATION 25.27 25.55 25.19 25.21 25.24 26.05 26.44 26.77 24.11 DESCRIPTION AP - FL END C&G AND PVMT/MATCH EX AP - FL AP - FL AP - FL BOC/MATCH EX LANDSCAPE LANDSCAPE END HMA PVMT/MATCH EX No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 5 / 2 5 | 1: 2 0 P M | LS O U S A C: \ P W W O R K I N G \ J A C O B S _ B & I \ L S O U S A @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C P S 1 0 1 - 1 0 8 . D W G S1-BT120-CPS101-108 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 S1-BT120-CPP201-205 S1-BT120-CPP101-106 xS1-BT120-CZN002 BT120-CPP101 BT120-CPP102 BT120-CPP103 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL PAVING PLAN POINT TABLES BT120-CPS101 BT120 093 1 L. REDMAN Y. SHEN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1 06/13/2025 LBR DP LBR ADDENDUM #1 RTA/CN 0205-24 NTS 1 1 1 1 1 1 1 1 06/11/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433293 PAVING POINT TABLE POINT NO. 101 102 103 104 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 141 142 143 144 145 ALIGNMENT BT120-C-GRADY BT120-C-RAINIER BT120-C-RAINIER BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY STATION 151+14.29 200+54.04 200+49.88 151+35.38 151+58.24 151+86.32 151+91.61 155+86.62 155+86.55 155+42.92 152+01.45 154+88.08 154+43.75 155+42.80 155+53.91 156+39.33 155+00.80 155+00.80 155+24.80 155+24.80 155+14.79 155+14.80 153+44.94 153+60.90 153+72.90 153+60.92 152+30.67 152+30.66 152+16.61 152+00.62 151+93.70 151+88.89 151+84.17 151+88.94 151+54.38 151+49.89 151+52.52 151+55.09 154+32.98 154+43.87 152+78.71 153+22.85 155+21.17 OFFSET 36.23' LT 104.35' RT 86.56' RT 27.40' LT 29.71' LT 37.85' LT 38.60' LT 17.05' LT 6.05' LT 6.06' LT 17.20' LT 27.10' LT 27.13' LT 5.01' RT 5.01' RT 74.24' LT 54.60' LT 74.59' LT 74.60' LT 64.60' LT 64.61' LT 54.60' LT 54.60' LT 94.60' LT 94.60' LT 54.60' LT 54.60' LT 68.59' LT 68.60' LT 54.60' LT 54.60' LT 54.27' LT 53.28' LT 38.41' LT 28.88' LT 44.30' LT 44.50' LT 45.05' LT 17.09' LT 17.07' LT 27.09' LT 26.95' LT 27.10' LT ELEVATION 26.88 27.10 27.40 26.93 27.85 28.00 28.03 26.96 27.17 27.37 27.65 26.92 27.02 27.49 27.46 27.92 27.95 27.93 28.04 28.04 28.01 27.99 28.08 27.74 27.67 28.08 28.23 28.41 28.45 28.30 28.27 28.25 28.23 28.02 27.74 27.58 27.93 28.00 27.25 27.25 27.08 27.00 26.84 DESCRIPTION OVERLAY AP AP BEGIN C&G/MATCH EX PT - SW PC - SW PT - SW END CEMENT CONCRETE PVMT/BEGIN HMA PVMT END CEMENT CONCRETE PVMT/BEGIN HMA PVMT CEMENT CONCRETE PVMT AP BEGIN CEMENT CONCRETE PVMT END C&G/BEGIN CEMENT CONCRETE PVMT CEMENT CONCRETE PVMT CEMENT CONCRETE PVMT C&G/HMA PVMT MULTI-PURPOSE PATH/SW SW SW SW SW MULTI-PURPOSE PATH/SW MULTI-PURPOSE PATH/SW SW SW MULTI-PURPOSE PATH/SW SW AP - SW AP - SW MULTI-PURPOSE PATH/SW PT - MULTI-PURPOSE PATH/SW 1/2 - MULTI-PURPOSE PATH/SW PC - MULTI-PURPOSE PATH/SW 1/2 - MULTI-PURPOSE PATH/SW 1/2 - MULTI-PURPOSE PATH/SW BEGIN MULTI-PURPOSE PATH 1/2 - MULTI-PURPOSE PATH/SW PT - MULTI-PURPOSE PATH/SW AP AP BEGIN C&G END C&G BEGIN C&G PAVING POINT TABLE POINT NO. 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 125 126 127 128 129 130 131 132 133 134 ALIGNMENT BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY STATION 158+27.50 158+49.17 158+63.59 158+61.54 159+12.29 159+42.26 158+33.97 159+31.71 159+76.67 159+21.12 159+50.72 159+19.92 159+64.01 159+68.02 157+21.63 157+11.56 157+11.56 157+35.56 157+35.56 157+21.63 159+02.65 159+07.32 158+79.68 158+82.16 158+46.91 158+26.89 156+60.79 159+59.03 159+19.36 159+57.40 OFFSET 38.60' LT 44.98' LT 61.34' LT 74.63' LT 106.71' LT 128.28' LT 25.81' LT 36.95' LT 37.53' LT 51.46' LT 51.58' LT 67.24' LT 112.05' LT 106.55' LT 64.59' LT 64.60' LT 74.60' LT 74.60' LT 54.60' LT 54.60' LT 120.11' LT 113.61' LT 99.56' LT 90.23' LT 59.97' LT 54.60' LT 69.43' LT 43.04' LT 59.62' LT 99.13' LT ELEVATION 26.81 26.11 25.75 25.86 25.75 25.73 25.92 25.37 25.84 25.60 24.82 25.55 25.38 25.17 27.62 27.69 27.95 27.83 27.34 27.37 25.99 25.87 26.00 25.87 26.06 27.07 27.87 24.74 25.55 25.21 DESCRIPTION PC - SW END HMA PVMT/BEGIN CEMENT CONCRETE SW PRC - SW PRC - SW PT - T/C PC - T/C END HMA PVMT/MATCH EX AP/MATCH EX END HMA PVMT / MATCH EX AP/MATCH EX END HMA PVMT / MATCH EX AP/MATCH EX AP/MATCH EX END HMA PVMT/MATCH EX SW SW SW SW SW/MULTI-PURPOSE PATH SW/MULTI-PURPOSE PATH PT - SW PT - SW 1/2 - SW 1/2 - SW 1/2 - SW PC - SW C&G/HMA PVMT 1/2 - HMA PVMT / MATCH EX AP/MATCH EX AP/MATCH EX PAVING POINT TABLE POINT NO. 146 147 148 149 150 151 153 154 155 156 157 158 159 160 161 162 163 164 ALIGNMENT BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY STATION 155+43.13 155+43.00 155+65.08 155+65.24 155+77.39 156+30.22 152+01.37 155+53.96 155+86.56 151+50.44 154+00.04 153+22.82 153+33.82 153+33.75 154+33.00 154+87.94 155+20.96 156+30.22 OFFSET 27.07' LT 17.05' LT 17.07' LT 27.10' LT 27.10' LT 27.26' LT 27.13' LT 5.98' LT 7.05' LT 28.60' LT 27.14' LT 17.25' LT 17.22' LT 27.05' LT 27.07' LT 17.03' LT 17.10' LT 17.07' LT ELEVATION 26.77 27.07 27.03 26.57 26.46 25.99 27.45 27.35 27.15 27.64 27.01 27.45 27.43 27.24 27.14 27.16 27.13 26.67 DESCRIPTION BEGIN CEMENT CONCRETE PVMT AP AP END CEMENT CONCRETE PVMT END C&G BEGIN C&G END C&G/MATCH EX AP END CEMENT CONCRETE PVMT/BEGIN HMA PVMT BEGIN SW/MATCH EX BEGIN C&G AP AP END CEMENT CONCRETE PVMT/END C&G/MATCH EX BEGIN CEMENT CONCRETE PVMT/MATCH EX AP AP AP PAVING POINT TABLE POINT NO. 135 136 137 138 141 142 144 ALIGNMENT BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY STATION 156+60.18 157+89.26 156+60.18 157+89.26 159+31.70 158+33.94 158+53.32 OFFSET 27.21' LT 17.10' LT 17.11' LT 27.10' LT 25.83' LT 7.10' LT 64.57' LT ELEVATION 25.92 26.51 26.63 25.97 25.74 26.70 25.94 DESCRIPTION END C&G AP HMA PVMT AP HMA PVMT BEGIN C&G END HMA PVMT/MATCH EX END HMA PVMT/MATCH EX END HMA PVMT/MATCH EX No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 5 / 2 5 | 1: 2 0 P M | LS O U S A C: \ P W W O R K I N G \ J A C O B S _ B & I \ L S O U S A @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C P S 1 0 1 - 1 0 8 . D W G S1-BT120-CPS101-108 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 S1-BT120-CPP201-205 S1-BT120-CPP101-106 xS1-BT120-CZN002 BT120-CPP105BT120-CPP104 *ELEVATIONS TO MATCH EXISTING BT120-CPP104 * * * STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL PAVING PLAN POINT TABLES BT120-CPS102 BT120 094 1 L. REDMAN Y. SHEN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1 06/13/2025 LBR DP LBR ADDENDUM #1 RTA/CN 0205-24 NTS 1 1 1 1 1 1 1 1 1 BT120-CPP105 CONTINUED 1 1 1 06/11/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433294 PAVING POINT TABLE POINT NO. 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 ALIGNMENT BT120-C-LAKE BT120-C-LAKE BT120-C-LAKE BT120-C-LAKE BT120-C-LAKE BT120-C-LAKE BT120-C-LAKE BT120-C-LAKE BT120-C-LAKE BT120-C-LAKE BT120-C-LAKE BT120-C-LAKE BT120-C-LAKE BT120-C-LAKE BT120-C-LAKE BT120-C-LAKE BT120-C-LAKE BT120-C-LAKE BT120-C-LAKE BT120-C-LAKE BT120-C-LAKE BT120-C-LAKE BT120-C-LAKE BT120-C-LAKE BT120-C-LAKE BT120-C-LAKE BT120-C-LAKE BT120-C-LAKE BT120-C-LAKE BT120-C-LAKE BT120-C-LAKE BT120-C-LAKE BT120-C-LAKE BT120-C-LAKE BT120-C-LAKE BT120-C-LAKE BT120-C-LAKE BT120-C-LAKE BT120-C-LAKE BT120-C-LAKE BT120-C-LAKE BT120-C-LAKE BT120-C-LAKE BT120-C-LAKE BT120-C-LAKE BT120-C-LAKE STATION 402+03.60 402+78.45 402+48.58 402+78.45 403+04.45 405+04.00 405+04.14 404+97.66 404+28.88 404+49.44 404+48.90 404+86.26 404+97.99 404+87.66 404+06.92 404+97.60 404+49.81 402+36.23 402+60.95 402+82.58 402+86.70 404+24.18 404+06.92 404+31.74 402+78.45 402+84.63 402+81.30 402+83.99 402+86.69 403+02.15 402+33.56 402+08.70 402+04.52 402+38.66 402+48.80 402+58.98 404+30.76 402+78.45 404+06.93 404+29.03 402+20.57 402+41.30 402+38.43 402+30.14 402+16.38 402+39.10 OFFSET 12.95' RT 14.00' LT 27.47' LT 15.00' LT 40.72' LT 24.46' LT 22.94' RT 22.28' RT 21.25' LT 25.49' LT 40.97' LT 54.85' LT 46.42' LT 54.21' LT 14.79' RT 23.68' RT 29.02' LT 28.70' LT 28.28' LT 31.67' LT 32.00' LT 37.00' LT 0.00' RT 0.01' LT 14.82' RT 31.92' LT 39.57' LT 39.89' LT 40.00' LT 43.96' LT 42.81' LT 68.94' LT 59.09' LT 36.48' LT 35.47' LT 36.13' LT 37.63' LT 0.00' RT 13.79' RT 20.27' LT 21.49' RT 15.63' RT 26.32' RT 28.56' RT 7.64' RT 1.82' RT ELEVATION 25.57 25.22 25.63 25.70 26.61 25.99 26.02 26.00 26.14 25.97 26.70 25.77 25.86 ??? 26.14 26.46 26.51 25.62 25.64 26.13 26.22 ??? 25.92 26.04 25.11 26.18 26.18 26.24 26.30 26.61 25.72 26.16 25.77 25.58 25.63 25.68 26.83 25.50 25.68 26.13 25.28 24.94 25.65 25.66 25.66 25.39 DESCRIPTION AP/MATCH EX END HMA PVMT/ BEGIN CEMENT CONCRETE PVMT 1/2 - SW END C&G/BEGIN DOWELED CURB PT - SW END OVERLAY/MATCH EX END OVERLAY/MATCH EX END OVERLAY/MATCH EX PRC/END DOWELED CURB/BEGIN C&G PRC -FL 1/2 - SW END SW AND C&G/MATCH EX END OVERLAY/MATCH EX END OVERLAY/END HMA PVMT/MATCH EX END DOWELED CURB/BEGIN C&G END C&G/MATCH EX PRC - SW PC - SW PT -SW PC - SW PT -SW END RETAINING WALL/END FENCE END CEMENT CONCRETE PVMT /BEGIN HMA PVMT END CEMENT CONCRETE PVMT /BEGIN HMA PVMT BEGIN CEMENT CONCRETE PVMT/BEGIN DOWELED CURB/MATCH EX 1/2 - SW PC - SW 1/2 - SW PT - SW END REMOVABLE FENCE AP - REMOVABLE FENCE AP - REMOVABLE FENCE 1/2 - FL PC - SW 1/2 - SW PT - SW PC - SW END HMA PVMT/BEGIN CEMENT CONCRETE PVMT/MATCH EX END CEMENT CONCRETE PVMT/BEGIN HMA PVMT END CEMENT CONCRETE PVMT/BEGIN HMA PVMT BEGIN C&G/MATCH EX END C&G/MATCH EX END CEMENT CONCRETE SW/MATCH EX BEGIN CEMENT CONCRETE SW/MATCH EX AP - HMA PAVEMENT AP - HMA PAVEMENT PAVING POINT TABLE POINT NO. 147 148 149 150 151 152 ALIGNMENT BT120-C-LAKE BT120-C-LAKE BT120-C-LAKE BT120-C-LAKE BT120-C-LAKE BT120-C-LAKE STATION 402+32.01 402+28.91 402+26.24 402+23.27 402+21.87 404+24.44 OFFSET 37.40' RT 38.45' RT 27.14' RT 28.24' RT 23.15' RT 38.22' LT ELEVATION 25.65 25.69 25.72 25.76 25.77 27.53 DESCRIPTION END LANDSCAPE/MATCH EX END LANDSCAPE/MATCH EX AP BEGIN LANDSCAPE/MATCH EX BEGIN LANDSCAPE/MATCH EX CHAIN LINK FENCE POST No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 5 / 2 5 | 1: 2 0 P M | LS O U S A C: \ P W W O R K I N G \ J A C O B S _ B & I \ L S O U S A @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C P S 1 0 1 - 1 0 8 . D W G S1-BT120-CPS101-108 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 S1-BT120-CPP201-205 S1-BT120-CPP101-106 xS1-BT120-CZN002 BT120-CPP106 *LIMITS OF SURVEY DID NOT EXTEND TO THESE POINTS. ENSURE THAT SIDEWALK RAMP AND LANDING MEET ADA STANDARDS. * * 28.02 BT120-CPP106 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL PAVING PLAN POINT TABLES BT120-CPS103 BT120 095 1 L. REDMAN Y. SHEN D. POSTEN L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1 06/13/2025 LBR DP LBR ADDENDUM #1 RTA/CN 0205-24 NTS 1 06/11/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433295 PAVING POINT TABLE POINT NO. 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 ALIGNMENT BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-STC BT120-C-STC BT120-C-STC BT120-C-STC BT120-C-NTC BT120-C-NTC BT120-C-NTC BT120-C-NTC BT120-C-NTC BT120-C-NTC BT120-C-NTC BT120-C-NTC BT120-C-STC BT120-C-STC BT120-C-STC BT120-C-STC BT120-C-NTC BT120-C-NTC BT120-C-STC BT120-C-STC BT120-C-STC BT120-C-STC BT120-C-NTC BT120-C-NTC STATION 206+53.70 206+52.65 206+52.33 206+50.35 612+56.79 612+56.80 612+75.46 612+75.45 511+84.81 511+94.74 512+04.80 512+14.74 512+20.74 512+30.70 512+40.79 512+50.75 613+20.79 613+20.79 613+96.60 613+96.53 511+89.78 512+45.76 612+92.10 612+95.10 612+92.10 612+95.10 510+83.86 514+07.99 OFFSET 53.00' RT 54.03' RT 50.00' RT 51.96' RT 31.54' RT 26.54' RT 26.56' RT 31.56' RT 23.45' LT 24.14' LT 25.34' LT 26.02' LT 26.13' LT 25.83' LT 25.01' LT 24.70' LT 16.00' RT 15.50' RT 17.27' RT 17.76' RT 23.67' LT 24.73' LT 37.59' RT 37.59' RT 34.59' RT 34.59' RT 56.97' LT 36.85' LT ELEVATION 23.46 23.45 23.46 23.46 26.59 26.52 26.76 26.84 25.57 25.72 25.87 26.01 26.09 26.22 26.33 26.45 27.18 27.18 28.03 28.03 25.64 26.39 27.14 27.18 27.10 27.14 24.84 26.14 DESCRIPTION VALLEY GUTTER VALLEY GUTTER VALLEY GUTTER VALLEY GUTTER 8" CONCRETE FOUNDATION 8" CONCRETE FOUNDATION 8" CONCRETE FOUNDATION 8" CONCRETE FOUNDATION PC-SW PRC-SW 1/2-SW PT-SW PC-SW 1/2-SW PRC-SW PT-SW 6" CONCRETE FOUNDATION 6" CONCRETE FOUNDATION 6" CONCRETE FOUNDATION 6" CONCRETE FOUNDATION 1/2-SW 1/2-SW 8" CONCRETE FOUNDATION 8" CONCRETE FOUNDATION 8" CONCRETE FOUNDATION 8" CONCRETE FOUNDATION END SW/MATCH EX/BEGIN WALL CHAIN LINK FENCE POST PAVING POINT TABLE POINT NO. 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 ALIGNMENT BT120-C-RAINIER BT120-C-NTC BT120-C-RAINIER BT120-C-NTC BT120-C-NTC BT120-C-NTC BT120-C-NTC BT120-C-NTC BT120-C-NTC BT120-C-NTC BT120-C-NTC BT120-C-NTC BT120-C-NTC BT120-C-NTC BT120-C-NTC BT120-C-NTC BT120-C-NTC BT120-C-NTC BT120-C-NTC BT120-C-RAINIER BT120-C-RAINIER BT120-C-NTC BT120-C-NTC BT120-C-STC BT120-C-STC BT120-C-RAINIER BT120-C-NTC BT120-C-NTC BT120-C-STC BT120-C-STC BT120-C-STC BT120-C-STC BT120-C-STC BT120-C-STC BT120-C-NTC BT120-C-NTC BT120-C-RAINIER BT120-C-RAINIER BT120-C-STC BT120-C-NTC STATION 207+98.14 512+62.11 208+00.15 513+22.12 513+99.01 511+05.00 510+93.87 512+58.78 512+65.44 513+18.79 513+25.44 513+71.09 514+02.81 514+07.52 510+77.38 514+07.74 511+04.94 511+36.76 510+87.09 207+64.59 207+69.48 513+88.02 513+74.02 614+03.32 613+76.79 206+28.09 510+80.92 511+20.85 610+99.61 611+37.93 613+50.35 611+55.38 613+32.44 613+96.66 510+91.82 510+84.04 206+21.67 206+26.21 610+62.39 510+73.15 OFFSET 48.04' RT 15.06' LT 48.77' RT 18.94' LT 16.64' LT 39.10' LT 39.91' LT 15.00' LT 15.22' LT 18.78' LT 19.00' LT 18.64' LT 21.79' LT 35.33' LT 22.61' RT 35.84' LT 15.00' RT 15.00' RT 15.01' RT 53.00' RT 50.00' RT 16.58' RT 15.77' RT 15.00' LT 15.00' LT 48.49' RT 17.14' RT 15.02' RT 39.03' RT 46.59' RT 47.06' RT 39.50' RT 39.50' RT 16.77' RT 26.19' LT 57.59' LT 57.95' RT 56.22' RT 15.48' RT 24.96' LT ELEVATION 24.02 25.92 24.01 26.62 27.67 ??? 24.65 25.88 25.96 26.58 26.66 27.26 28.33 28.61 23.87 ??? 24.44 24.89 24.11 23.79 23.83 28.19 27.99 28.36 28.01 23.49 23.98 24.79 24.66 25.28 27.79 25.39 27.69 28.03 24.55 24.59 24.04 24.04 23.52 23.74 DESCRIPTION END C&G/END SW/MATCH EX 1/2 - FL END HMA PVMT/MATCH EX 1/2 - FL 1/2 - FL BEGIN FENCE (TOP OF WALL) PT/BEGIN HMA PVMT PC - FL PT - FL PC - FL PT - FL PC - FL PC - SW AP - SW PC - FL AP - FENCE (TOP OF WALL) PC - FL PT - FL PT - FL VALLEY GUTTER VALLEY GUTTER 1/2 - FL PC - FL 1/2 - FL PC - FL END HMA PVMT/BEGIN CEMENT CONCRETE PVMT 1/2 - FL 1/2 - FL SW 1/2 - T/C PT - T/C PT - T/C PC - T/C PC - T/C END SW/BEGIN HMA PVMT END SW/MATCH EX PT - SW 1/2 - SW FL - END C&G/BEGIN DOWELED CURB FL - END C&G/BEGIN DOWELED CURB No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 5 / 2 5 | 1: 2 0 P M | LS O U S A C: \ P W W O R K I N G \ J A C O B S _ B & I \ L S O U S A @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C P S 1 0 1 - 1 0 8 . D W G S1-BT120-CPS101-108 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 S1-BT120-CPP201-205 S1-BT120-CPP101-106 xS1-BT120-CZN002 BT120-CPP201BT120-CPP201 25.21 29.18 23.79 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL PAVING PLAN POINT TABLES BT120-CPS104 BT120 096 1 L. REDMAN L. REDMAN D. POSTEN L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1 06/13/2025 LBR DP LBR ADDENDUM #1 RTA/CN 0205-24 NTS 1 1 06/11/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433296 PAVING POINT TABLE POINT NO. 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 ALIGNMENT STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STATION 613+57.43 613+54.73 613+65.51 613+72.41 613+61.40 613+71.85 613+73.62 613+64.86 613+66.92 612+48.49 612+49.01 613+15.69 613+39.17 613+36.37 613+18.09 613+15.09 612+38.50 612+39.01 611+70.88 611+45.98 611+50.76 611+65.78 611+69.04 611+72.04 611+63.06 611+83.06 611+91.88 611+89.15 611+57.34 611+55.00 612+37.85 612+27.08 612+17.73 612+20.46 612+37.06 612+35.10 612+18.60 612+15.71 612+26.25 612+35.36 612+47.85 612+58.09 612+67.91 612+64.89 612+48.05 OFFSET 65.16' RT 167.35' RT 236.84' RT 235.68' RT 226.23' RT 230.38' RT 240.87' RT 230.68' RT 242.88' RT 80.50' RT 60.00' RT 60.00' RT 76.41' RT 80.50' RT 80.50' RT 77.42' RT 80.43' RT 60.00' RT 60.00' RT 82.53' RT 85.52' RT 80.50' RT 80.50' RT 77.58' RT 104.50' RT 104.50' RT 109.77' RT 114.19' RT 113.35' RT 108.57' RT 104.50' RT 104.50' RT 110.96' RT 115.02' RT 115.46' RT 189.43' RT 188.99' RT 193.03' RT 199.52' RT 198.45' RT 104.50' RT 104.50' RT 112.63' RT 116.19' RT 115.75' RT ELEVATION 27.89 27.40 27.35 27.24 27.41 27.28 27.21 27.38 27.32 27.15 26.88 27.92 27.89 27.87 27.82 27.81 26.77 26.90 25.73 25.03 25.46 25.75 25.83 25.87 26.12 26.62 26.94 26.96 26.15 26.00 27.75 27.59 27.60 27.74 28.00 29.69 29.08 29.08 29.61 29.92 27.84 27.97 28.26 28.30 28.09 DESCRIPTION PT - T/C END TRAFFIC CURB/BEGIN C&G 1/2 - SW 1/2 - SW END TRAFFIC CURB/BEGIN C&G PC - SW PT - SW PC - SW PT - SW BEGIN TRAFFIC CURB - T/C AP - T/C PC - T/C PRC - T/C PT - T/C PC - T/C PT - T/C BEGIN TRAFFIC CURB - T/C AP - T/C PC - T/C PT - T/C PRC -T/C PT - T/C PC - T/C PT - T/C PC - T/C PC - T/C PRC - T/C PT - T/C PT - T/C PRC - T/C AP - T/C PC - T/C PRC - T/C PT - T/C AP - T/C AP - T/C PC - T/C PRC - T/C PT - T/C AP - T/C AP - T/C PC - T/C PRC - T/C PT - T/C AP - T/C PAVING POINT TABLE POINT NO. 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 ALIGNMENT STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STATION 612+46.34 612+63.33 612+66.25 612+66.20 612+57.36 612+45.40 613+02.11 613+22.11 613+32.11 613+29.03 612+95.05 612+92.13 613+10.55 613+27.55 613+30.47 613+30.42 613+21.58 613+01.51 612+92.34 612+94.83 613+10.31 613+03.39 613+23.56 613+34.30 613+35.51 613+33.50 613+17.22 613+14.63 612+98.45 612+94.61 612+46.66 612+59.01 612+68.14 612+66.61 612+50.74 612+36.57 612+40.21 612+23.92 612+20.19 612+19.31 612+27.74 611+83.35 611+94.09 611+94.61 611+92.60 OFFSET 180.72' RT 181.17' RT 184.25' RT 186.22' RT 195.89' RT 197.28' RT 104.50' RT 104.50' RT 114.76' RT 117.89' RT 116.99' RT 113.77' RT 173.42' RT 173.87' RT 176.95' RT 178.74' RT 188.41' RT 190.75' RT 186.80' RT 182.01' RT 182.42' RT 214.69' RT 212.34' RT 219.40' RT 223.45' RT 227.18' RT 232.06' RT 223.44' RT 228.29' RT 225.76' RT 221.30' RT 219.86' RT 223.76' RT 228.44' RT 233.20' RT 222.48' RT 236.36' RT 241.24' RT 239.22' RT 236.31' RT 223.50' RT 228.68' RT 235.74' RT 237.49' RT 241.23' RT ELEVATION 29.50 29.23 29.25 29.29 29.65 29.87 28.12 28.09 28.20 28.24 28.27 28.24 28.80 28.65 28.64 28.64 28.75 28.93 29.00 28.96 28.83 28.95 28.50 28.20 28.14 28.17 28.51 28.63 28.98 29.08 30.08 29.86 29.69 29.72 30.00 30.14 30.04 29.44 29.34 29.36 29.81 28.31 28.55 28.54 28.41 DESCRIPTION AP - T/C PC - T/C PT - T/C PC - T/C PT - T/C AP - T/C PC - T/C PC - T/C PRC - T/C PT - T/C PT - T/C PRC - T/C AP - T/C PC - T/C PT - T/C PC - T/C PT - T/C PC - T/C PRC - T/C PC - T/C AP - T/C PT - T/C PC - T/C PT - T/C PC - T/C PT - T/C AP - T/C AP - T/C PC - T/C PRC - T/C AP - T/C PC - T/C PRC - T/C PT - T/C AP - T/C AP - T/C AP - T/C PC - T/C PT - T/C PC - T/C PT - T/C PC - T/C PT - T/C PC - T/C PT - T/C PAVING POINT TABLE POINT NO. 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 ALIGNMENT NTC NTC NTC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC NTC NTC NTC NTC NTC NTC NTC NTC NTC NTC STATION 514+07.56 514+25.18 514+02.03 614+29.85 614+06.69 617+89.89 617+86.30 617+95.91 617+85.97 617+19.32 616+82.79 616+49.57 617+46.79 614+04.57 616+62.30 616+68.64 616+87.31 616+68.64 616+87.31 515+06.76 515+17.42 515+26.90 515+37.43 515+43.43 515+54.90 515+62.53 515+73.88 515+12.09 515+68.19 OFFSET 21.30' LT 15.00' LT 15.77' RT 15.05' LT 32.88' RT 21.01' RT 26.24' RT 19.00' RT 31.50' RT 19.00' RT 19.00' RT 42.99' RT 28.33' RT 22.44' RT 25.63' RT 37.00' LT 37.00' LT 32.00' LT 32.00' LT 21.47' LT 22.04' LT 23.05' LT 23.62' LT 23.62' LT 22.98' LT 22.10' LT 21.45' LT 21.61' LT 21.62' LT ELEVATION 28.40 28.06 28.36 29.34 28.13 26.98 27.32 27.48 26.78 27.99 28.46 29.01 27.46 27.65 28.76 29.86 29.62 29.91 29.67 29.75 29.85 29.92 29.97 29.97 29.94 29.89 29.80 29.80 29.84 DESCRIPTION PT - SW PT - FL PT - FL PT - FL PT - T/C 1/2 - FL T/C - END TRANSITION/BEGIN DOWELED CURB PT - T/C PC - FL/END ROLLED CURB/BEGIN TRANSITION PC - FL PT - FL PC - FL 1/2 - FL 1/2 - T/C 1/2 - FL 8" CONCRETE FOUNDATION 8" CONCRETE FOUNDATION 8" CONCRETE FOUNDATION 8" CONCRETE FOUNDATION PC-SW PRC-SW 1/2-SW PT-SW PC-SW 1/2-SW PRC-SW PT-SW 1/2-SW 1/2-SW STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL PAVING PLAN POINT TABLES BT120-CPS105 BT105 L. REDMAN L. REDMAN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID NTS No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 11 / 1 5 / 2 4 | 2: 4 3 P M | YS H E N C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - S H E N Y \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C P S 1 0 1 - 1 0 8 . D W G S1-BT120-CPS101-108 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 S1-BT120-CPP201-205 S1-BT120-CPP101-106 BT120-CPP203 BT120-CPP203BT120-CPP202 12/10/2024 0097 RTA/CN 0205-24 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433297 PAVING POINT TABLE POINT NO. 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 ALIGNMENT BT120-C-STC BT120-C-STC BT120-C-STC BT120-C-STC BT120-C-STC BT120-C-STC BT120-C-STC BT120-C-STC BT120-C-STC BT120-C-STC BT120-C-STC BT120-C-STC BT120-C-STC BT120-C-STC BT120-C-STC BT120-C-STC BT120-C-STC BT120-C-STC BT120-C-STC BT120-C-STC BT120-C-STC STATION 613+90.97 613+12.07 613+11.96 613+11.57 613+14.14 613+11.46 612+88.00 612+88.53 611+98.97 611+99.50 612+39.72 612+45.94 612+36.88 612+43.08 612+39.64 612+45.59 612+40.85 612+47.06 612+40.45 612+46.66 613+76.20 OFFSET 99.72' RT 125.32' RT 129.56' RT 125.31' RT 127.50' RT 129.55' RT 80.50' RT 60.54' RT 80.50' RT 60.54' RT 107.10' RT 107.10' RT 194.45' RT 194.62' RT 226.12' RT 224.34' RT 62.60' RT 62.60' RT 77.90' RT 77.90' RT 182.44' RT ELEVATION 28.02 27.83 27.87 27.83 27.85 27.87 27.21 27.07 26.14 25.85 27.33 27.38 29.32 29.32 29.60 29.57 26.44 26.53 26.52 26.61 27.54 DESCRIPTION 1/2 - T/C BEGIN CURB AP CURB END CURB AP CURB AP CURB ADA STALL ADA STALL ADA STALL ADA STALL BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD END SW PAVING POINT TABLE POINT NO. 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 ALIGNMENT BT120-C-STC BT120-C-STC BT120-C-STC BT120-C-STC BT120-C-STC BT120-C-STC BT120-C-STC BT120-C-STC BT120-C-STC BT120-C-STC BT120-C-STC BT120-C-STC BT120-C-STC BT120-C-STC BT120-C-STC BT120-C-STC BT120-C-STC BT120-C-STC BT120-C-STC BT120-C-STC BT120-C-STC BT120-C-STC BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-STC BT120-C-STC BT120-C-STC BT120-C-STC BT120-C-STC BT120-C-RAINIER BT120-C-STC BT120-C-STC BT120-C-RAINIER BT120-C-RAINIER BT120-C-STC STATION 611+76.32 611+73.73 611+58.42 611+54.65 611+63.18 611+71.12 611+88.12 611+91.04 611+90.94 611+82.10 611+62.03 611+51.40 611+54.32 611+70.89 611+30.39 611+29.66 611+26.98 611+09.59 611+06.92 611+23.18 611+25.88 611+14.89 204+39.36 204+06.22 204+06.13 203+92.61 203+88.59 203+87.81 204+45.97 204+45.71 204+46.78 204+70.03 205+09.96 203+98.26 613+91.79 613+87.81 613+89.88 613+93.08 611+21.43 204+02.34 611+72.49 613+15.54 205+86.12 204+39.97 613+88.78 OFFSET 246.11' RT 237.49' RT 242.08' RT 238.45' RT 231.03' RT 187.74' RT 188.19' RT 191.27' RT 194.99' RT 204.66' RT 207.00' RT 200.25' RT 196.30' RT 196.74' RT 63.84' RT 91.12' RT 94.02' RT 93.59' RT 194.55' RT 194.98' RT 199.09' RT 208.25' RT 62.86' RT 63.14' RT 91.00' RT 105.44' RT 102.62' RT 85.76' RT 63.08' RT 54.92' RT 55.17' RT 57.86' RT 57.87' RT 62.94' RT 152.60' RT 141.39' RT 107.84' RT 92.23' RT 205.39' RT 100.32' RT 60.50' RT 60.50' RT 49.49' RT 79.56' RT 148.76' RT ELEVATION 27.86 27.86 27.29 27.22 27.62 27.52 28.10 28.18 28.23 28.15 27.48 26.93 26.94 27.54 25.18 25.03 24.80 25.14 25.81 25.91 25.94 26.03 25.49 ??? 26.14 26.28 26.29 26.37 25.37 25.25 25.24 25.00 24.70 25.78 28.01 28.13 28.04 28.00 25.49 25.81 25.21 27.42 23.59 25.75 28.07 DESCRIPTION AP - T/C AP - T/C PC - T/C PRC - T/C PT - T/C AP - T/C PC - T/C PT - T/C PC - T/C PT - T/C PC - T/C PRC - T/C PT - T/C AP - T/C PC - T/C PC - T/C PT - T/C AP - T/C AP - T/C PC - T/C PRC - T/C PT - T/C AP - T/C/BEGIN HMA PVMT AP - T/C/MATCH EX PC - T/C PRC - T/C PT - T/C AP - T/C BEGIN CURB/MATCH EX AP/MATCH EX PC - SW PT - SW PC - SW BEGIN CURB/MATCH EX PT - T/C PC -T/C PT - T/C PC - T/C 1/2 - T/C 1/2 - T/C AP - T/C AP - T/C BEGIN HMA PVMT/BEGIN C&G/MATCH EX BEGIN SW 1/2 - T/C No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 5 / 2 5 | 1: 2 0 P M | LS O U S A C: \ P W W O R K I N G \ J A C O B S _ B & I \ L S O U S A @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C P S 1 0 1 - 1 0 8 . D W G S1-BT120-CPS101-108 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 S1-BT120-CPP201-205 S1-BT120-CPP101-106 xS1-BT120-CZN002 BT120-CPP203 BT120-CPP203 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL PAVING PLAN POINT TABLES BT120-CPS106 BT120 098 1 L. REDMAN L. REDMAN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1 06/13/2025 LBR DP LBR ADDENDUM #1 RTA/CN 0205-24 NTS 1 06/11/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433298 PAVING POINT TABLE POINT NO. 152 153 154 155 294 295 296 297 298 299 300 301 302 ALIGNMENT BT120-C-RAILAKDW BT120-C-RAILAKDW BT120-C-RAILAKDW BT120-C-RAILAKDW BT120-C-RAILAKDW BT120-C-RAILAKDW BT120-C-RAILAKDW BT120-C-RAILAKDW BT120-C-RAILAKDW BT120-C-RAILAKDW BT120-C-RAILAKDW BT120-C-RAILAKDW BT120-C-RAILAKDW STATION 721+42.96 721+20.00 720+28.52 719+43.99 716+98.85 717+02.11 717+05.40 717+08.74 717+12.11 717+12.45 717+12.77 717+13.07 717+13.35 OFFSET 72.84' LT 42.00' LT 42.00' LT 97.39' LT 20.41' RT 19.53' RT 18.78' RT 18.16' RT 17.67' RT 21.65' RT 25.63' RT 29.61' RT 33.59' RT ELEVATION 26.84 26.14 27.23 28.90 28.47 28.44 28.41 28.39 28.46 28.25 28.21 28.17 28.13 DESCRIPTION PT - FL PC - FL PT - FL PC - FL BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD BOLLARD 205 PAVING POINT TABLE POINT NO. 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 ALIGNMENT BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY BT120-C-GRADY STATION 202+67.76 202+60.80 202+60.29 202+69.96 202+74.75 202+76.28 202+29.88 202+29.14 202+12.40 202+09.93 202+19.05 202+13.10 202+06.41 202+00.52 151+88.58 151+84.64 151+90.84 152+09.60 152+18.82 152+18.13 152+63.39 152+48.58 152+44.63 152+50.86 152+60.71 152+73.71 152+88.54 OFFSET 62.88' RT 62.73' RT 88.51' RT 102.30' RT 99.85' RT 83.59' RT 62.67' RT 85.42' RT 99.83' RT 99.54' RT 62.69' RT 68.00' RT 69.24' RT 62.55' RT 221.26' LT 217.69' LT 210.83' LT 203.89' LT 205.08' LT 210.35' LT 193.64' LT 199.11' LT 195.57' LT 188.61' LT 184.96' LT 189.83' LT 184.36' LT ELEVATION 27.94 27.79 28.54 28.38 28.35 28.20 28.23 28.93 29.77 29.87 28.73 29.03 29.40 28.98 28.76 28.80 28.95 29.16 29.19 29.09 29.61 29.44 29.47 29.61 29.56 29.55 29.31 DESCRIPTION BEGIN TRAFFIC CURB/MATCH EX AP/BEGIN HMA PVMT/MATCH EX PC - T/C PRC - T/C PT - T/C AP - T/C BEGIN TRAFFIC CURB/MATCH EX PC - T/C PT - T/C AP - T/C PC/BEGIN SW/MATCH EX PT - SW PT - SW PC/BEGIN SW/MATCH EX PC - T/C PRC - T/C PT - T/C PC - T/C PRC - T/C PT - T/C AP - T/C PC - T/C PRC - T/C PT - T/C AP - T/C AP - T/C PC - T/C PAVING POINT TABLE POINT NO. 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 123 124 125 126 127 129 130 131 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 ALIGNMENT BT120-C-STC BT120-C-STC BT120-C-RAILAKDW BT120-C-RAILAKDW BT120-C-RAILAKDW BT120-C-RAILAKDW BT120-C-RAILAKDW BT120-C-RAILAKDW BT120-C-RAILAKDW BT120-C-RAILAKDW BT120-C-RAILAKDW BT120-C-RAILAKDW BT120-C-RAILAKDW BT120-C-RAILAKDW BT120-C-RAILAKDW BT120-C-RAILAKDW BT120-C-RAILAKDW BT120-C-RAILAKDW BT120-C-RAILAKDW BT120-C-RAILAKDW BT120-C-RAILAKDW BT120-C-RAILAKDW BT120-C-RAILAKDW BT120-C-RAILAKDW BT120-C-RAILAKDW BT120-C-RAILAKDW BT120-C-RAILAKDW BT120-C-RAILAKDW BT120-C-RAILAKDW BT120-C-RAILAKDW BT120-C-RAILAKDW BT120-C-RAILAKDW BT120-C-RAILAKDW BT120-C-RAILAKDW BT120-C-RAILAKDW BT120-C-RAILAKDW BT120-C-RAILAKDW BT120-C-RAILAKDW BT120-C-RAILAKDW BT120-C-RAILAKDW BT120-C-RAILAKDW BT120-C-RAILAKDW STATION 617+68.57 616+40.22 716+48.43 716+51.17 716+98.21 717+00.74 717+03.19 717+00.87 716+77.44 716+77.43 716+92.91 717+30.04 717+42.04 717+36.53 717+00.76 716+57.19 716+89.15 716+41.34 719+88.63 721+46.96 719+88.63 719+88.62 719+34.03 719+88.66 720+16.05 719+61.20 719+61.29 720+16.05 721+35.23 721+47.81 720+16.05 719+61.20 717+30.04 717+26.95 717+28.04 717+30.35 717+42.76 719+61.21 720+16.05 721+34.00 721+52.04 721+51.97 OFFSET 74.32' RT 148.72' RT 45.17' LT 44.35' LT 25.62' LT 23.75' LT 14.45' LT 12.00' LT 12.00' LT 12.00' RT 12.00' RT 18.42' LT 17.47' LT 22.21' LT 16.49' LT 18.83' LT 12.00' LT 127.04' LT 22.00' LT 29.78' LT 12.00' LT 17.52' LT 17.50' LT 11.98' RT 17.50' LT 17.50' LT 12.00' RT 12.00' RT 12.00' RT 14.09' LT 12.00' LT 12.00' LT 12.00' LT 14.16' LT 20.96' LT 22.94' LT 21.97' LT 22.00' LT 22.00' LT 22.00' LT 53.44' LT 48.51' LT ELEVATION 26.37 28.11 28.00 28.07 28.56 28.58 28.21 28.75 28.47 28.47 28.67 29.50 29.55 29.82 28.68 28.23 28.44 27.86 27.82 26.55 28.02 27.91 28.62 27.79 27.55 28.26 28.37 27.66 26.03 25.91 27.66 28.37 29.08 28.73 29.59 29.77 29.86 28.18 27.46 25.78 26.41 26.82 DESCRIPTION 1/2 - FL 1/2 - FL PC - T/C - BEGIN PAINTED RED CURB PRC - T/C PRC - T/C PT - T/C END C&G/END HMA PVMT/BEGIN DOWELED CURB/BEGIN CEMENT CONCRETE PVMT PRC - T/C PT - T/C PC - T/C 1/2 - T/C AP - END GATE/BEGIN FENCE AP - FENCE 1/2 - TOC AP - END FENCE/BEGIN GATE BEGIN FENCE 1/2 - T/C END PAINTED RED CURB 1/2 - T/C 1/2 - T/C 1/2 - T/C 1/2 - REMOVABLE FENCE END FENCE/BEGIN REMOVABLE FENCE 1/2 - T/C PT - REMOVABLE FENCE PC - REMOVABLE FENCE PC - T/C PT - T/C PC - T/C PC - T/C PT - T/C PC - T/C PT - T/C END C&G/END HMA PVMT/BEGIN DOWELED CURB/BEGIN CEMENT CONCRETE PVMT PC - T/C PRC - T/C PT - T/C PC - T/C PT - T/C PC - T/C PT - END TRANSITION/BEGIN ROLLED CURB END DOWELED CURB/BEGIN TRANSITION No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 0 9 / 2 5 | 3: 0 6 P M | LR E D M A N C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - R E D M A N L \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C P S 1 0 1 - 1 0 8 . D W G S1-BT120-CPS101-108 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 S1-BT120-CPP201-205 S1-BT120-CPP101-106 xS1-BT120-CZN002 BT120-CPP205 BT120-CPP204 BT120-CPP204 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL PAVING PLAN POINT TABLES BT120-CPS107 BT120 099 A L. REDMAN L. REDMAN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1 06/13/2025 LBR DP LBR ADDENDUM #1 A 10/24/2025 LBR LBR CoR Permit Revisions - CNWD #001 RTA/CN 0205-24 NTS A A - MS 10/24/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433299 PAVING POINT TABLE POINT NO. 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 ALIGNMENT GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY STATION 152+89.25 152+79.93 152+70.09 153+18.89 153+14.93 153+21.19 153+39.95 153+49.36 153+48.61 153+72.19 153+43.32 153+18.31 153+14.45 153+08.55 153+17.09 153+25.40 153+28.29 153+07.19 152+14.53 152+14.52 152+00.67 152+16.57 152+28.56 152+28.52 152+73.40 152+73.40 152+81.39 OFFSET 179.11' LT 177.84' LT 181.49' LT 173.15' LT 169.65' LT 162.56' LT 155.62' LT 156.95' LT 162.18' LT 144.77' LT 129.02' LT 138.04' LT 136.27' LT 120.33' LT 118.10' LT 119.29' LT 112.86' LT 113.37' LT 147.68' LT 122.59' LT 122.59' LT 104.01' LT 104.00' LT 142.49' LT 125.88' LT 110.92' LT 110.92' LT ELEVATION 29.25 29.36 29.51 28.58 28.66 28.50 28.04 27.82 27.85 27.03 27.88 28.50 28.59 29.00 28.76 28.51 28.38 28.89 29.39 29.10 29.10 29.16 28.86 29.32 29.08 28.90 28.89 DESCRIPTION PRC - T/C PT - T/C AP - T/C PC - T/C PRC - T/C PT - T/C PC - T/C PRC - T/C PT - T/C PC - T/C PT - T/C PC - T/C PT - T/C AP - T/C 1/2 - SW PT - SW PT - SW PC - SW AP - SW AP - SW AP - SW AP - S/W AP - S/W AP - S/W AP - SW AP - SW AP - SW 155 156 157 158 159 160 161 162 163 164 165 166 GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY RAINIER RAINIER GRADY GRADY 152+81.40 153+58.89 153+58.89 153+44.94 153+72.83 153+17.70 153+59.19 153+76.54 202+62.81 202+22.93 152+63.39 152+69.22 122.92' LT 122.55' LT 110.60' LT 110.60' LT 131.61' LT 111.35' LT 130.72' LT 136.58' LT 96.70' RT 97.10' RT 186.74' LT 184.59' LT 29.04 27.46 27.60 27.93 27.15 28.63 27.50 27.04 28.23 28.95 29.06 29.03 AP - SW PC - SW AP - SW AP - SW PT - SW 1/2 - SW 1/2 - T/C 1/2 - SW PC - T/C PT - T/C BOLLARD BOLLARD No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 11 / 1 5 / 2 4 | 2: 4 4 P M | YS H E N C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - S H E N Y \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C P S 1 0 1 - 1 0 8 . D W G S1-BT120-CPS101-108 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 S1-BT120-CPP201-205 S1-BT120-CPP101-106 BT120-CPP205 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL PAVING PLANS POINT TABLES BT120-CPS108 BT120 L. REDMAN L. GILBERT L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID ------------------------ ------------------------ ------------------------ ------------------------ ------------------------ ------------------------ NTS 12/10/2024 0100 RTA/CN 0205-24 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332100 15 20 25 30 35 40 45 50 509+50 25 . 8 5 25 . 9 25 . 2 5 25 . 8 510+00 24 . 5 2 24 . 6 23 . 7 9 23 . 8 510+50 23 . 7 9 24 . 2 24 . 1 1 24 . 5 511+00 24 . 4 4 24 . 9 24 . 7 6 25 . 1 511+50 25 . 0 9 25 . 6 25 . 4 1 26 . 0 512+00 25 . 7 4 26 . 3 26 . 0 6 26 . 3 512+50 26 . 3 9 26 . 2 26 . 7 1 26 . 0 513+00 27 . 0 4 26 . 0 27 . 3 6 25 . 9 513+50 27 . 6 9 25 . 9 28 . 0 2 26 . 1 514+00 28 . 3 6 26 . 3 28 . 7 0 26 . 6 514+50 26 . 8 -2.93% -1.49% 1.35% 1.30% PV I 5 0 9 + 5 9 . 6 8 EL = 2 6 . 0 7 MA T C H E X I S T I N G PV I 5 1 0 + 5 5 . 2 3 EL = 2 3 . 6 3 PV I 5 0 9 + 8 4 . 7 4 EL = 2 5 . 7 0 PV I 5 1 3 + 8 5 . 8 4 EL = 2 7 . 8 3 SCALE: H 1"=20' ; V 1"=5' VALLEY GUTTER PGL EG PVI 510+59.85 EL = 23.59 PVI 510+58.35 EL = 23.57 PVI 510+56.85 EL = 23.59 PVI 510+04.91 EL = 25.11 = BT120-C-RAINIER STA 207+16.93 510+71.49 ROW LINE 20 25 30 35 40 45 50 29 . 0 4 29 . 3 6 26 . 8 515+00 29 . 5 7 26 . 3 29 . 6 0 26 . 0 515+50 29 . 4 7 26 . 2 29 . 1 8 26 . 6 516+00 28 . 8 6 27 . 0 28 . 5 3 27 . 3 516+50 28 . 2 1 27 . 5 27 . 8 8 27 . 7 517+00 27 . 5 6 27 . 7 27 . 2 3 27 . 8 517+50 26 . 9 1 27 . 9 26 . 5 8 27 . 8 518+00 26 . 2 6 26 . 0 25 . 9 3 25 . 9 518+50 26 . 3 518+80 -1.30% LVC 100.00' PV I 5 1 5 + 4 1 . 7 2 EL 2 9 . 9 4 PV C 5 1 4 + 9 1 . 7 2 EL 2 9 . 2 6 PV T 5 1 5 + 9 1 . 7 2 EL 2 9 . 2 9 PVI 518+50.32 EL= 25.93 =BT120-C-LAKE STA 403+89.02 PGL EG PVI 518+65.17 EL = 26.14 MATCH EXISTING 518+12.26 PROPERTY LINE BT120-C-NTC SCALE: H: 1"=20', V: 1"=5'20 40 SCALE IN FEET 01020 (1" = 20') HORIZONTAL SCALE: SCALE IN FEET 02.5 55 10 (1" = 5') VERTICAL SCALE: No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 5 / 2 5 | 12 : 3 7 P M | MS K I N N E R C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - S K I N N E M 2 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C A V 1 0 1 - 1 0 4 . D W G S1-BT120-CAV101-104 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CAV001 GB-SEAL-LBR22025708 22025708 STATE O F WASHIN G T O N REGISTE R E D P R O FESSIONAL E N G INEER LORI B E T H RED M A N MA T C H L I N E S E E A B O V E MA T C H L I N E S E E B E L O W 1 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL VERTICAL ALIGNMENT N TRANSIT CENTER BT120-CAV101 BT120 101 1 L. REDMAN Y. SHEN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1 06/13/2025 LBR DP LBR ADDENDUM #1 RTA/CN 0205-24 H: 1"=20', V: 1"=5' 06/11/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332101 SCALE: H 1"=20' ; V 1"=5' 15 20 25 30 35 40 45 50 609+50 25 . 8 9 25 . 9 25 . 2 0 25 . 6 610+00 24 . 4 2 24 . 4 23 . 6 4 23 . 6 610+50 23 . 7 9 24 . 3 24 . 1 2 25 . 1 611+00 24 . 4 4 25 . 7 24 . 7 7 26 . 3 611+50 25 . 0 9 27 . 0 25 . 4 2 27 . 3 612+00 25 . 7 4 27 . 8 26 . 0 7 27 . 5 612+50 26 . 3 9 27 . 4 26 . 7 2 27 . 4 613+00 27 . 0 4 27 . 2 27 . 3 7 26 . 8 613+50 27 . 6 9 26 . 3 28 . 0 2 26 . 2 614+00 28 . 3 4 26 . 3 28 . 6 7 26 . 4 614+50 28 . 9 9 26 . 4 29 . 3 2 26 . 5 615+00 -2.25% -3.12% 1.30% PV I 6 0 9 + 6 6 . 7 4 EL = 2 6 . 0 8 MA T C H E X I S T I N G PV I 6 0 9 + 8 4 . 7 8 EL = 2 5 . 6 7 PV I 6 1 0 + 5 1 . 5 9 EL = 2 3 . 5 9 VALLEY GUTTER PGL EGPVI 610+56.09 EL = 23.54 PVI 610+54.59 EL = 23.52 PVI 610+53.09 EL = 23.54 PVI 610+02.99 EL = 25.10 = BT120-C-RAINIER STA 206+67.81 610+67.21 ROW LINE 20 25 30 35 40 45 50 29 . 3 2 26 . 5 615+00 29 . 6 4 26 . 6 29 . 8 7 26 . 6 615+50 29 . 9 4 26 . 5 29 . 8 5 26 . 6 616+00 29 . 5 9 26 . 7 29 . 2 7 26 . 8 616+50 28 . 9 4 27 . 1 28 . 6 2 27 . 6 617+00 28 . 2 9 27 . 9 27 . 9 7 27 . 7 617+50 27 . 6 4 27 . 4 27 . 2 8 27 . 4 618+00 26 . 7 8 27 . 7 26 . 2 9 25 . 7 618+50 25 . 8 0 25 . 8 25 . 9 619+00 619+25 -1.30% -1.97% LVC 100.00' PV I 6 1 5 + 7 3 . 1 6 EL 3 0 . 2 7 PV C 6 1 5 + 2 3 . 1 6 EL 2 9 . 6 2 PV T 6 1 6 + 2 3 . 1 6 EL 2 9 . 6 2 PV I 6 1 7 + 9 3 . 8 4 EL = 2 7 . 4 0 PVI 618+80.42 EL= 25.69 =BT120-C-LAKE STA 403+23.01 PGL EG PVI 618+95.19 EL = 25.85 MATCH EXISTING 618+42.42 PROPERTY LINE No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 5 / 2 5 | 12 : 3 7 P M | MS K I N N E R C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - S K I N N E M 2 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C A V 1 0 1 - 1 0 4 . D W G S1-BT120-CAV101-104 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CAV001 GB-SEAL-LBR22025708 BT120-C-STC SCALE: H: 1"=20', V: 1"=5'20 40 SCALE IN FEET 01020 (1" = 20') HORIZONTAL SCALE: SCALE IN FEET 02.5 55 10 (1" = 5') VERTICAL SCALE: 22025708 STATE O F WASHIN G T O N REGISTE R E D P R O FESSIONAL E N G INEER LORI B E T H RED M A N MA T C H L I N E S E E A B O V E MA T C H L I N E S E E B E L O W 1 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL VERTICAL ALIGNMENT S TRANSIT CENTER BT120-CAV102 BT120 102 1 L. REDMAN Y. SHEN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1 06/13/2025 LBR DP LBR ADDENDUM #1 RTA/CN 0205-24 H: 1"=20', V: 1"=5' 06/11/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332102 15 20 25 30 35 40 45 50 27 . 3 716+00 27 . 5 3 26 . 7 27 . 8 5 26 . 2 716+50 28 . 1 8 26 . 4 28 . 5 0 27 . 5 717+00 28 . 7 7 27 . 6 28 . 9 7 27 . 4 717+50 29 . 1 1 27 . 5 29 . 1 8 25 . 5 718+00 29 . 1 9 25 . 8 29 . 1 3 26 . 0 718+50 29 . 0 1 26 . 4 28 . 8 2 26 . 5 719+00 28 . 5 7 26 . 6 28 . 2 6 26 . 4 719+50 27 . 9 3 26 . 3 27 . 6 1 26 . 5 720+00 27 . 2 8 26 . 6 26 . 9 6 26 . 7 720+50 26 . 6 3 26 . 9 26 . 3 1 27 . 3 721+00 25 . 9 8 27 . 6 25 . 6 6 27 . 4 721+50 LVC 250.00' PV I 7 1 8 + 1 5 . 5 4 EL 3 0 . 0 1 PV C 7 1 6 + 9 0 . 5 4 EL 2 8 . 3 8 PV T 7 1 9 + 4 0 . 5 4 EL 2 8 . 3 8 PV C 7 2 1 + 5 5 . 5 1 EL 2 5 . 5 9 PGL EG 1.30% -1.30% PVI 716+00.00 EL= 27.20 =BT120-C-LAKE STA 401+91.3 EG 20 25 30 35 40 45 50 25 . 6 6 27 . 4 721+50 25 . 4 3 27 . 0 25 . 5 2 25 . 7 722+00 722+25 LVC 50.00' PV I 7 2 1 + 8 0 . 5 1 EL 2 5 . 2 6 PV C 7 2 1 + 5 5 . 5 1 EL 2 5 . 5 9 PV T 7 2 2 + 0 5 . 5 1 EL 2 5 . 5 9 1.30% PVI 722+12.25 EL= 25.68 =BT120-C-LAKE STA 401+91.32 MATCH EXISTING PGL EG BT120-C-RAILAKDW SCALE: H: 1"=20', V: 1"=5' No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 5 / 2 5 | 12 : 3 7 P M | MS K I N N E R C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - S K I N N E M 2 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C A V 1 0 1 - 1 0 4 . D W G S1-BT120-CAV101-104 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CAV001 GB-SEAL-LBR22025708 20 40 SCALE IN FEET 01020 (1" = 20') HORIZONTAL SCALE: SCALE IN FEET 02.5 55 10 (1" = 5') VERTICAL SCALE: MA T C H L I N E S E E B E L O W MA T C H L I N E S E E A B O V E 22025708 STATE O F WASHIN G T O N REGISTE R E D P R O FESSIONAL E N G INEER LORI B E T H RED M A N STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL VERTICAL ALIGNMENT RAINIER AND LAKE DRIVEWAY BT120-CAV103 BT120 103 1 L. REDMAN Y. SHEN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1 06/13/2025 LBR DP LBR ADDENDUM #1 RTA/CN 0205-24 H: 1"=20', V: 1"=5' 06/11/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332103 15 20 25 30 35 40 45 50 PV I 3 9 9 + 4 7 . 7 0 EL = 2 5 . 3 7 PV I 4 0 0 + 4 7 . 7 0 EL = 2 5 . 4 1 PV I 4 0 1 + 4 8 . 2 2 EL = 2 5 . 6 0 PV I 4 0 2 + 5 1 . 1 4 EL = 2 5 . 3 7 PV I 4 0 3 + 5 8 . 4 3 EL = 2 5 . 8 1 PGL EG 399+25 25 . 4 0 25 . 4 399+50 26 . 2 5 26 . 2 26 . 7 9 26 . 8 400+00 25 . 9 7 26 . 0 25 . 4 2 25 . 4 400+50 25 . 5 9 25 . 6 25 . 6 2 25 . 6 401+00 25 . 6 6 25 . 7 25 . 6 0 25 . 6 401+50 25 . 5 9 25 . 6 25 . 7 2 25 . 7 402+00 25 . 6 2 25 . 6 25 . 3 7 25 . 4 402+50 25 . 4 8 25 . 5 25 . 6 3 25 . 6 403+00 25 . 6 9 25 . 7 25 . 7 8 25 . 8 403+50 25 . 8 6 25 . 9 25 . 9 3 25 . 9 404+00 26 . 0 1 26 . 0 26 . 1 2 26 . 0 404+50 PVI 400+00.05 EL = 26.79 =BT120-C-GRADY STA 158+70.91 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 PVI 403+89.02 EL = 25.93 =BT120-C-N TC STA 518+50.31 PGL EG 20 25 30 35 40 45 50 PV I 4 0 4 + 9 1 . 1 4 EL = 2 6 . 3 1 26 . 1 2 26 . 0 404+50 26 . 2 3 26 . 2 26 . 4 405+00 26 . 4 26 . 3 405+50 26 . 3 26 . 2 406+00 26 . 1 26 . 0 406+50 26 . 0 26 . 1 407+00 26 . 2 26 . 2 407+50 26 . 2 408+00 408+50 PGL EG PV I 4 0 4 + 9 9 . 7 3 EL = 2 6 . 4 1 PVI 405+04.07 EL= 26.40 MATCH EXISTING 26 . 4 1 BT120-C-LAKE SCALE: H: 1"=20', V: 1"=5' No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 5 / 2 5 | 12 : 3 7 P M | MS K I N N E R C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - S K I N N E M 2 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C A V 1 0 1 - 1 0 4 . D W G S1-BT120-CAV101-104 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CAV001 GB-SEAL-LBR22025708 20 40 SCALE IN FEET 01020 (1" = 20') HORIZONTAL SCALE: SCALE IN FEET 02.5 55 10 (1" = 5') VERTICAL SCALE: 22025708 STATE O F WASHIN G T O N REGISTE R E D P R O FESSIONAL E N G INEER LORI B E T H RED M A N MA T C H L I N E S E E A B O V E MA T C H L I N E S E E B E L O W 1 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL VERTICAL ALIGNMENT LAKE AVE S BT120-CAV104 BT120 104 1 L. REDMAN Y. SHEN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1 06/13/2025 LBR DP LBR ADDENDUM #1 RTA/CN 0205-24 H: 1"=20', V: 1"=5' 06/11/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332104 RA I N I E R 2 0 6 + 0 0 R=5.00' R=38.00' R=35.00' R=62.00' 26 26 2 6 27 26 27 26 27 26 5 3 4 1 2 6 10 14 8 12 7 9 11 13 6 6 6 3 15 16 3 3 22 17 21 20 19 18 23 24 25 26 27 33 32 31 30 29 28 34 0.36 % 5.4 8 % 3.1 1 % 5.87 % 0.5 3 % 5.6 9 % 0.36 % 1. 1 2 % 1. 2 3 % 4.0 9 % 0.97 % 5.2 5 % 1.05 % 1.4 4 % 1.5 2 % 3. 3 4 % 6 . 7 9 % 1 . 7 7 % 0.38 % 0.5 5 % 35 36 8.4 5 % 8.9 0 % 6 . 7 4 % 6. 5 4 % KEY NOTES: GENERAL NOTES: 1.SEE SHEETS BT120-CRY101-CRY106 FOR CIVIL TYPICAL SECTIONS. 2.SEE SHEETS BT120-CPP101-CPP106 AND BT120-CPP201-CPP205 FOR CIVIL PAVING PLANS. 3.SEE SHEETS BT120-CPS101-CPS108 FOR ADDITIONAL POINT TABLES. KEY NOTES: INSTALL YELLOW DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10 INSTALL PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.156 3 LEGEND*: ON SHEET BT120-CRD124 DETECTABLE WARNING SURFACE CURB RAMP POINT SEE SHEETS BT120-GZN006-GZN007 FOR GENERAL SYMBOLS AND LEGEND X * CURB RAMP POINT TABLE POINT NO. 1 2 3 4 5 6 7 8 9 10 11 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 ALIGNMENT RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER STATION 206+21.39 206+32.63 206+32.83 206+37.56 206+33.02 206+25.55 206+23.42 206+21.71 206+20.78 206+20.81 206+23.68 206+28.00 206+34.03 206+40.95 206+37.76 206+24.78 205+98.87 205+86.22 205+81.51 205+81.51 205+86.24 205+94.48 206+01.52 205+89.74 205+72.44 205+81.57 205+89.82 205+96.11 206+31.90 206+22.15 206+13.55 206+06.40 206+01.09 206+37.38 206+42.54 206+26.81 OFFSET 50.25' LT 58.58' LT 50.59' LT 50.72' LT 42.09' LT 41.87' LT 42.33' LT 43.73' LT 45.79' LT 48.06' LT 56.23' LT 63.27' LT 69.53' LT 74.02' LT 42.22' LT 58.36' LT 56.47' LT 56.31' LT 56.30' LT 50.30' LT 50.31' LT 50.40' LT 62.33' LT 46.11' LT 39.98' LT 41.75' LT 46.16' LT 52.35' LT 95.89' LT 89.80' LT 81.80' LT 72.14' LT 61.23' LT 58.72' LT 42.35' LT 41.91' LT ELEVATION 26.42 26.76 26.79 26.76 26.32 26.39 26.41 26.43 26.44 26.43 26.35 26.27 26.23 26.16 26.28 26.32 26.29 26.82 26.89 26.95 26.87 26.46 26.15 26.45 26.50 26.49 26.45 26.39 25.23 25.34 25.53 26.00 26.17 26.73 26.24 26.38 DESCRIPTION FL RAMP RAMP RAMP FL PC - FL 1/4 - FL 1/2 - FL 3/4 HIGH PT - FL PRC - FL 1/4 - FL 1/2 - FL 3/4 - FL PT - FL FL FL FL RAMP RAMP RAMP RAMP FL FL FL PC - FL 1/4 - FL 1/2 - FL 3/4 - FL PT - FL 3/4 - FL 1/2 - FL 1/4 - FL PRC - FL RAMP FL FL N SCALE IN FEET 02.5 55 10 (1" = 5') HA R D I E A V E S W RA I N I E R A V E S STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL CURB RAMP PLAN AND DETAILS BT120-CRD101 BT120 L. REDMAN Y. SHEN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1"=5' CURB RAMP DETAIL SCALE: 1" = 5' 1 BT120-CPP102 No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 11 / 1 5 / 2 4 | 1: 3 8 P M | LR E D M A N C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - R E D M A N L \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C R D 1 0 1 - 1 1 0 . D W G S1-BT120-CRD101-110 FACILITY ID: Xrefs: xS1-BT120-CPP001 xS1-BT120-CZN001 xS1-BT120-CAP001 xS1-BT120-CRD001 xBRT-CUD05-TB22x34 xS1-BT120-CMP001 xS1-BT120-CDP001 GB-SEAL-LBR22025708 CL BT120-C-RAINIER 12/10/2024 0105 RTA/CN 0205-24 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332105 26 26 2 6 2 6 2 6 R=15.00' R=27.92' 26 2 3 1 4 5 9 7 8 6 10 6 6 6 3 11 12 13 14 15 16 17 18 3 3 19 20 21 22 23 24 25 26 27 33 32 31 28 29 34 6.2 6 % 1.5 0 % 7.5 0 % 0.0 8 % 8 . 7 6 % 5. 6 6 % 5. 7 3 % 1.43% 0. 0 9 % 0 . 4 6 % 1.82% 7.68% 0.82% 0.7 0 % 1.8 9 % 0.1 2 % 1.6 8 % 7. 1 9 % 7.4 4 % 6.5 8 % 8.6 6 % 0.3 4 % 0.2 5 % 6.14% 0.82 % 1.5 0 % 0.5 0 % 0.5 0 % 35 36 R=13.57' R=41.00' R=14.47' 37 38 39 7.9 6 % GENERAL NOTES: 1.SEE SHEETS BT120-CRY101-CRY106 FOR CIVIL TYPICAL SECTIONS. 2.SEE SHEETS BT120-CPP101-CPP106 AND BT120-CPP201-CPP205 FOR CIVIL PAVING PLANS. 3.SEE SHEETS BT120-CPS101-CPS108 FOR ADDITIONAL POINT TABLES. KEY NOTES: INSTALL YELLOW DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10 INSTALL PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.156 3 LEGEND*: ON SHEET BT120-CRD124 DETECTABLE WARNING SURFACE CURB RAMP POINT SEE SHEETS BT120-GZN006-GZN007 FOR GENERAL SYMBOLS AND LEGEND X * CURB RAMP POINT TABLE POINT NO. 20 21 22 23 24 25 26 27 28 29 31 32 33 34 35 36 37 38 39 ALIGNMENT BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER STATION 207+15.86 207+20.35 207+30.09 207+42.74 207+50.06 207+55.77 207+61.48 207+67.19 207+55.57 207+61.22 207+55.47 207+61.10 207+66.72 207+23.77 206+78.04 206+78.07 207+41.60 206+91.46 206+86.53 OFFSET 69.02' LT 56.32' LT 47.47' LT 44.69' LT 44.78' LT 44.90' LT 45.05' LT 45.24' LT 54.40' LT 54.55' LT 58.90' LT 59.14' LT 59.37' LT 80.16' LT 59.63' LT 51.63' LT 58.48' LT 64.85' LT 46.68' LT ELEVATION 25.40 25.50 25.60 25.68 25.65 25.63 25.61 25.60 26.29 26.28 26.36 26.37 26.37 25.66 26.51 26.33 26.33 25.76 26.00 DESCRIPTION 1/4 - FL 1/2 - FL 3/4 - FL PT - FL - HIGH PT FL FL FL FL/MATCH EX RAMP RAMP RAMP RAMP SW/MATCH EX PC - SW/MATCH EX RAMP RAMP PT - SW FL FL CURB RAMP POINT TABLE POINT NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 ALIGNMENT BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER STATION 207+24.97 206+82.73 206+82.80 206+90.21 206+91.46 206+90.43 206+87.45 206+82.96 206+77.61 206+91.46 207+16.61 207+19.35 207+22.76 207+28.15 207+25.58 207+29.12 207+28.76 207+32.55 207+17.50 OFFSET 72.48' LT 59.71' LT 51.71' LT 51.83' LT 58.00' LT 52.38' LT 47.58' LT 44.33' LT 43.12' LT 59.85' LT 64.82' LT 57.98' LT 53.19' LT 48.59' LT 63.31' LT 58.65' LT 66.08' LT 61.65' LT 82.49' LT ELEVATION 25.76 26.52 26.40 25.93 25.87 25.93 25.96 25.99 26.00 25.85 25.43 25.49 25.53 25.59 25.94 26.03 25.92 26.03 25.31 DESCRIPTION PCC RAMP RAMP FL PC - FL 1/4 - FL 1/2 - FL 3/4 - FL PT - FL FL FL FL FL FL RAMP RAMP RAMP PRC - RAMP PC - FL/MATCH EX N SCALE IN FEET 02.5 55 10 (1" = 5') RA I N I E R A V E S CURB RAMP DETAIL SCALE: 1" = 5' 1 BT120-CPP102 HA R D I E A V E S W No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 6 / 2 5 | 8: 1 8 A M | LS O U S A C: \ P W W O R K I N G \ J A C O B S _ B & I \ L S O U S A @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C R D 1 0 1 - 1 1 0 . D W G S1-BT120-CRD101-110 FACILITY ID: Xrefs: xS1-BT120-CPP001 xS1-BT120-CZN001 xS1-BT120-CAP001 xS1-BT120-CRD001 xBRT-CUD05-TB22x34 xS1-BT120-CMP001 xS1-BT120-CDP001 GB-SEAL-LBR22025708 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL CURB RAMP PLAN AND DETAILS BT120-CRD102 BT120 106 1 L. REDMAN Y. SHEN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1 06/13/2025 LBR DP LBR ADDENDUM #1 RTA/CN 0205-24 1"=5' 1 22025708 STATE O F WASHIN G T O N REGISTE R E D P R O FESSIONAL E N G INEER LORI B E T H RED M A N 06/11/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332106 GENERAL NOTES: 1.SEE SHEETS BT120-CRY101-CRY106 FOR CIVIL TYPICAL SECTIONS. 2.SEE SHEETS BT120-CPP101-CPP106 AND BT120-CPP201-CPP205 FOR CIVIL PAVING PLANS. 3.SEE SHEETS BT120-CPS101-CPS108 FOR ADDITIONAL POINT TABLES. 24 24 24 2 4 3 1 7 6 3 4 5 10 8 9 11 13 14 12 2 7 6 9 8 R=10.0' 17 21 18 19 10 6 22 15 33 11 1 0.6 6 % 5.5 3 % 7.3 3 % 1.6 3 % 1.9 3 % 0.9 6 % 0.6 7 % 1.83 % 0.7 0 % 0.3 3 % 8.1 5 % 7.9 7 % 1.20 % 8.31% 1.3 5 % 1.58 % 1.4 2 % 1 . 3 8 % 6 8.80 % 5.94 % 5.3 4 % 7 7 24 7.9 0 % 6.3 0 % 5.8 2 % 24 16 20 1.16 % R=15.00' 12 KEY NOTES: INSTALL YELLOW DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10 INSTALL PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15 INSTALL VARIABLE HEIGHT DOWELED CURB PER DETAIL ON SHEET BT120-CRD124 6 3 7 LEGEND*: ON SHEET BT120-CRD124 DETECTABLE WARNING SURFACE CURB RAMP POINT SEE SHEETS BT120-GZN006-GZN007 FOR GENERAL SYMBOLS AND LEGEND X * CURB RAMP POINT TABLE POINT NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 ALIGNMENT RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER STATION 206+34.45 206+40.80 206+34.43 206+34.42 206+40.88 206+40.86 206+48.42 206+42.42 206+42.63 206+46.74 206+46.98 206+55.98 206+56.21 206+55.90 206+55.09 206+54.58 206+39.67 206+45.64 206+50.77 206+54.34 206+55.79 206+28.09 OFFSET 49.47' RT 49.49' RT 59.95' RT 65.95' RT 65.99' RT 59.99' RT 52.49' RT 66.57' RT 72.57' RT 66.43' RT 72.43' RT 78.09' RT 72.07' RT 66.07' RT 60.14' RT 60.29' RT 49.45' RT 50.54' RT 53.64' RT 58.30' RT 63.88' RT 49.48' RT ELEVATION 23.42 23.50 24.16 24.21 24.17 24.06 23.92 24.17 24.27 24.14 24.25 24.28 23.75 23.68 23.52 24.02 23.49 23.45 23.51 23.47 23.65 23.40 DESCRIPTION FL FL - HIGH PT RAMP RAMP RAMP RAMP BOC - RAMP RAMP RAMP RAMP RAMP BOC - RAMP FL FL END C&G/BEGIN DOWELED CURB BOC - RAMP PC - FL 1/4 - FL 1/2 LOW POINT - FL 3/4 - FL PT - FL FL N SCALE IN FEET 02.5 55 10 (1" = 5') SO U T H D R I V E W A Y STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL CURB RAMP PLAN AND DETAILS BT120-CRD103 BT120 L. REDMAN Y. SHEN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1"=5' CURB RAMP DETAIL SCALE: 1" = 5' 1 BT120-CPP201 No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 11 / 1 5 / 2 4 | 1: 3 8 P M | LR E D M A N C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - R E D M A N L \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C R D 1 0 1 - 1 1 0 . D W G S1-BT120-CRD101-110 FACILITY ID: Xrefs: xS1-BT120-CPP001 xS1-BT120-CZN001 xS1-BT120-CAP001 xS1-BT120-CRD001 xBRT-CUD05-TB22x34 xS1-BT120-CMP001 xS1-BT120-CDP001 GB-SEAL-LBR22025708 RA I N I E R A V E S CL BT120-C-S TC 22025708 STATE O F WASHIN G T O N REGISTE R E D P R O FESSIONAL E N G INEER LORI B E TH RED M A N 12/10/2024 0107 RTA/CN 0205-24 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332107 N TC 511+00 24 26 24 2 4 25 3 8 9 11 13 12 1 5 4 3 2 7 6 9 8 R=10.0' 10 3 11 1 1.50 % 1.30 % 0.5 0 % 0.6 6 % 1.83 % 0.3 3 % 8.1 5 % 7.97 % 1.20 % 1.58 % 1.4 2 % 1 . 3 8 % 6 8.80 % 7 7 24 6.3 0 % 5.8 2 % 12 12 24 GENERAL NOTES: 1.SEE SHEETS BT120-CRY101-CRY106 FOR CIVIL TYPICAL SECTIONS. 2.SEE SHEETS BT120-CPP101-CPP106 AND BT120-CPP201-CPP205 FOR CIVIL PAVING PLANS. 3.SEE SHEETS BT120-CPS101-CPS108 FOR ADDITIONAL POINT TABLES. LEGEND*: ON SHEET BT120-CRD124 DETECTABLE WARNING SURFACE CURB RAMP POINT SEE SHEETS BT120-GZN006-GZN007 FOR GENERAL SYMBOLS AND LEGEND X * KEY NOTES: INSTALL CEMENT CONC PERPENDICULAR CURB RAMP PER KING COUNTY METRO STD PLAN D110 INSTALL YELLOW DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10 INSTALL VARIABLE HEIGHT DOWELED CURB PER DETAIL ON SHEET BT120-CRD124 INSTALL CEMENT CONC PEDESTRIAN CURB PER WSDOT STD PLAN F-10.12 3 1 7 12 CURB RAMP POINT TABLE POINT NO. 1 2 3 4 5 6 7 8 9 10 11 ALIGNMENT RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER STATION 207+04.83 207+06.17 207+00.64 207+06.60 207+01.05 207+01.25 206+90.27 206+90.83 206+93.15 206+96.83 206+99.36 OFFSET 75.95' RT 88.42' RT 88.92' RT 92.40' RT 92.88' RT 75.97' RT 86.89' RT 82.78' RT 79.23' RT 76.83' RT 76.13' RT ELEVATION 23.99 25.01 25.05 25.07 25.10 24.04 24.29 24.21 24.16 24.10 24.06 DESCRIPTION FL RAMP RAMP RAMP RAMP PC - FL PT - FL 3/4 - FL 1/2 - FL 1/4 - FL FL N SCALE IN FEET 02.5 55 10 (1" = 5') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL CURB RAMP PLAN AND DETAILS BT120-CRD104 BT120 L. REDMAN Y. SHEN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1"=5' CURB RAMP DETAIL SCALE: 1" = 5' 1 BT120-CPP201 No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 11 / 1 5 / 2 4 | 1: 3 8 P M | LR E D M A N C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - R E D M A N L \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C R D 1 0 1 - 1 1 0 . D W G S1-BT120-CRD101-110 FACILITY ID: Xrefs: xS1-BT120-CPP001 xS1-BT120-CZN001 xS1-BT120-CAP001 xS1-BT120-CRD001 xBRT-CUD05-TB22x34 xS1-BT120-CMP001 xS1-BT120-CDP001 GB-SEAL-LBR22025708 22025708 STATE O F WASHIN G T O N REGISTE R E D P R O FESSIONAL E N G INEER LORI B E TH RED M A N NO R T H D R I V E W A Y SO U T H D R I V E W A Y CL BT120-C-S TC CL BT120-C-N TC 12/10/2024 0108 RTA/CN 0205-24 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332108 ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ 24 2 6 2424 24 24 24 24 1 2 3 8 6 7 4 9 10 11 12 13 14 16 17 1518 20 21 6 6 3 3 5 0.81 % 1.8 6 % 7.5 0 % 7.5 0 % 0.57 % 1.8 0 % 0. 8 1 % 1. 2 1 % 1.5 2 % 7. 9 2 % 7. 1 8 % 1.5 0 % 0.5 3 % 0.3 5 % 22 23 24 27 25 26 R=10.00' 28 7 8.8 5 % 7.3 9 % 7. 3 6 % 8.6 9 % 24 VALLEY GUTTER R=15.00' 19 GENERAL NOTES: 1.SEE SHEETS BT120-CRY101-CRY106 FOR CIVIL TYPICAL SECTIONS. 2.SEE SHEETS BT120-CPP101-CPP106 AND BT120-CPP201-CPP205 FOR CIVIL PAVING PLANS. 3.SEE SHEETS BT120-CPS101-CPS108 FOR ADDITIONAL POINT TABLES. LEGEND*: ON SHEET BT120-CRD124 DETECTABLE WARNING SURFACE CURB RAMP POINT SEE SHEETS BT120-GZN006-GZN007 FOR GENERAL SYMBOLS AND LEGEND X * CURB RAMP POINT TABLE POINT NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 ALIGNMENT BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER BT120-C-RAINIER STATION 207+70.33 207+76.31 207+82.66 207+89.02 207+82.67 207+76.26 207+76.23 207+82.66 207+73.40 207+74.55 207+69.17 207+70.29 207+62.16 207+60.68 207+61.55 207+62.62 207+60.35 207+60.75 207+64.04 207+69.58 207+76.31 207+97.78 207+97.48 207+93.15 207+85.50 207+83.62 207+83.81 207+98.19 OFFSET 51.29' RT 50.17' RT 50.18' RT 50.20' RT 58.18' RT 58.17' RT 62.17' RT 62.18' RT 62.87' RT 68.77' RT 63.57' RT 69.48' RT 58.60' RT 64.91' RT 70.86' RT 76.77' RT 67.24' RT 60.73' RT 54.97' RT 51.05' RT 49.67' RT 58.05' RT 58.81' RT 58.44' RT 62.50' RT 70.52' RT 71.38' RT 49.72' RT ELEVATION 24.29 23.86 23.89 24.42 24.52 24.43 24.47 24.57 24.43 24.48 24.37 24.40 24.24 23.77 23.79 24.31 23.78 23.75 23.73 23.78 23.86 25.00 25.14 24.60 24.62 24.64 24.64 24.00 DESCRIPTION BOC - RAMP BOC - RAMP BOC - RAMP BOC - RAMP RAMP RAMP RAMP RAMP RAMP RAMP RAMP RAMP BOC - RAMP/END C&G/BEGIN DOWELED CURB BOC - RAMP BOC - RAMP BOC - RAMP PC - FL 1/4 - FL 1/2 - FL 3/4 - FL PT - FL SW/RETAINING WALL/MATCH EX RETAINING WALL/MATCH EX PC - SW/RETAINING WALL 1/2 - SW/RETAINING WALL PT - SW/RETAINING WALL SW/RETAINING WALL FL KEY NOTES: INSTALL YELLOW DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10 INSTALL PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15 INSTALL VARIABLE HEIGHT DOWELED CURB PER DETAIL ON SHEET BT120-CRD124 6 3 7 N SCALE IN FEET 02.5 55 10 (1" = 5') CURB RAMP DETAIL SCALE: 1" = 5' 1 BT120-CPP201 No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 0 9 / 2 5 | 3: 3 0 P M | LR E D M A N C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - R E D M A N L \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C R D 1 0 1 - 1 1 0 . D W G S1-BT120-CRD101-110 FACILITY ID: Xrefs: xS1-BT120-CPP001 xS1-BT120-CZN001 xS1-BT120-CAP001 xS1-BT120-CRD001 xBRT-CUD05-TB22x34 xS1-BT120-CMP001 xS1-BT120-CDP001 GB-SEAL-LBR22025708 RA I N I E R A V E S CL BT120-C-N TC 22025708 STATE O F WASHIN G T O N REGISTE R E D P R O FESSIONAL E N G INEER LORI B E T H RED M A N NORT H D R I V E W A Y STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL CURB RAMP PLAN AND DETAILS BT120-CRD105 BT120 109 A L. REDMAN Y. SHEN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1 06/13/2025 LBR DP LBR ADDENDUM #1 A 10/24/2025 LBR LBR CoR Permit Revisions - CNWD #001 RTA/CN 0205-24 1"=5' A A MS 10/24/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332109 N T C 5 1 2 + 0 0 0.3 6 % 0.3 7 % 1.30 % 6.9 3 % 6.8 9 % 1.30 % 26 26 26 26 1.3 0 % 1.30 % 0.3 0 % 26 2 6 27 5.88 % 3 3 3 R=18.0' 1 2 3 4 5 6 7 8 9 11 10 14 13 15 16 18 19 20 21 17 12 22 26 24 23 25 1 1 1 27 28 29 0.2 7 % 0.2 7 % 1.30 % 0.13 % 0.0 0 % 0.2 6 % 0.0 8 % 7.35 % 7.2 2 % 7.7 8 % 7.7 8 % 1.30 % 6.12 % 7.1 5 % 7.2 0 % 6.22 % 7. 2 9 % 7 7 7 GENERAL NOTES: 1.SEE SHEETS BT120-CRY101-CRY106 FOR CIVIL TYPICAL SECTIONS. 2.SEE SHEETS BT120-CPP101-CPP106 AND BT120-CPP201-CPP205 FOR CIVIL PAVING PLANS. 3.SEE SHEETS BT120-CPS101-CPS108 FOR ADDITIONAL POINT TABLES. LEGEND*: ON SHEET BT120-CRD124 DETECTABLE WARNING SURFACE CURB RAMP POINT SEE SHEETS BT120-GZN006-GZN007 FOR GENERAL SYMBOLS AND LEGEND X * CURB RAMP POINT TABLE POINT NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 ALIGNMENT STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STATION 612+15.93 612+21.93 612+15.82 612+21.82 612+15.78 612+21.78 612+33.80 612+47.18 612+47.18 612+41.69 612+37.18 612+37.18 612+33.18 612+33.18 612+33.86 612+22.00 612+16.00 612+16.00 612+22.00 612+16.00 612+22.00 612+29.94 612+42.67 612+47.94 612+42.67 612+29.94 612+43.06 612+05.92 612+05.91 OFFSET 50.50' LT 50.50' LT 39.05' LT 38.99' LT 35.05' LT 34.99' LT 50.07' LT 36.00' LT 30.00' LT 20.03' LT 30.00' LT 36.00' LT 36.00' LT 30.00' LT 15.94' LT 15.50' LT 15.50' LT 25.49' LT 25.49' LT 29.49' LT 29.49' LT 51.00' LT 45.73' LT 33.00' LT 20.27' LT 15.00' LT 44.58' LT 50.50' LT 15.50' LT ELEVATION 25.90 25.98 26.70 26.77 26.71 26.79 26.84 26.19 26.17 26.88 26.90 26.91 26.90 26.90 26.85 26.00 25.92 26.70 26.78 26.71 26.79 26.05 26.13 26.18 26.14 26.07 26.89 26.49 26.54 DESCRIPTION BOC - RAMP BOC - RAMP RAMP RAMP RAMP RAMP BOC - RAMP BOC - RAMP BOC - RAMP BOC - RAMP RAMP RAMP RAMP RAMP BOC - RAMP BOC - RAMP BOC - RAMP RAMP RAMP RAMP RAMP PC - FL 1/4 - FL 1/2 - FL 3/4 - FL PT - FL BOC - RAMP BOC - RAMP BOC - RAMP KEY NOTES: INSTALL CEMENT CONC PERPENDICULAR CURB RAMP PER KING COUNTY METRO STD PLAN D110 INSTALL YELLOW DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10 INSTALL VARIABLE HEIGHT DOWELED CURB PER DETAIL ON SHEET BT120-CRD124 3 1 7 N SCALE IN FEET 02.5 55 10 (1" = 5') NO R T H D R I V E W A Y STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL CURB RAMP PLAN AND DETAILS BT120-CRD106 BT120 L. REDMAN Y. SHEN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1"=5' CURB RAMP DETAIL SCALE: 1" = 5' 1 BT120-CPP201 SO U T H D R I V E W A Y No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 11 / 1 5 / 2 4 | 1: 3 8 P M | LR E D M A N C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - R E D M A N L \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C R D 1 0 1 - 1 1 0 . D W G S1-BT120-CRD101-110 FACILITY ID: Xrefs: xS1-BT120-CPP001 xS1-BT120-CZN001 xS1-BT120-CAP001 xS1-BT120-CRD001 xBRT-CUD05-TB22x34 xS1-BT120-CMP001 xS1-BT120-CDP001 GB-SEAL-LBR22025708 CL BT120-C-S TC CL BT120-C-N TC 22025708 STATE O F WASHIN G T O N REGISTE R E D P R O FESSIONAL E N G INEER LORI B E TH RED M A N 12/10/2024 0110 RTA/CN 0205-24 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332110 N T C 5 1 2 + 0 0 ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ 26 26 2 6 1.3 0 % 26 2 6 5.88 % 3 1 1 2 3 4 5 22 28 22 16.7 5 % 6.7 0 % 1.33 % 1.30 % 6.30 % 3.70 % 1.5 0 % 1.33 % 1.5 0 % 7 7 24 23 GENERAL NOTES: 1.SEE SHEETS BT120-CRY101-CRY106 FOR CIVIL TYPICAL SECTIONS. 2.SEE SHEETS BT120-CPP101-CPP106 AND BT120-CPP201-CPP205 FOR CIVIL PAVING PLANS. 3.SEE SHEETS BT120-CPS101-CPS108 FOR ADDITIONAL POINT TABLES. 2 8 26 2 6 3 3 R=18.0' 10 15 8 7 6 10 9 12 11 18 19 16 1715 14 13 26 25 20 21 1 1 1.3 1 % 1.5 8 % 1.5 9 % 1.4 9 % 1.3 0 % 7.7 5 % 7.7 5 % 1.3 0 % 1.4 9 % 6.8 3 % 1.3 0 % 6.8 3 % 1.30 % 1.30 % 4.9 5 % 7.55 % 4.9 6 % 7.56 % 7.1 5 % 6.22 % 7 LEGEND*: ON SHEET BT120-CRD124 DETECTABLE WARNING SURFACE CURB RAMP POINT SEE SHEETS BT120-GZN006-GZN007 FOR GENERAL SYMBOLS AND LEGEND X * KEY NOTES: INSTALL CEMENT CONC PERPENDICULAR CURB RAMP PER KING COUNTY METRO STD PLAN D110 INSTALL YELLOW DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10 INSTALL VARIABLE HEIGHT DOWELED CURB PER DETAIL ON SHEET BT120-CRD124 3 1 7 CURB RAMP POINT TABLE POINT NO. 1 2 3 4 5 6 7 8 9 10 11 12 ALIGNMENT NTC NTC NTC NTC NTC STC STC STC STC STC STC STC STATION 512+14.74 512+20.74 512+14.74 512+20.74 512+30.74 612+21.72 612+15.72 612+07.72 612+21.72 612+15.72 612+21.72 612+15.72 OFFSET 15.50' LT 15.50' LT 26.02' LT 26.13' LT 15.50' LT 15.50' RT 15.50' RT 15.50' RT 23.50' RT 23.50' RT 27.50' RT 27.50' RT ELEVATION 25.30 25.38 26.01 26.09 26.01 25.39 25.31 25.70 26.01 25.93 26.07 25.99 DESCRIPTION BOC - RAMP BOC - RAMP RAMP RAMP BOC - RAMP BOC - RAMP BOC - RAMP BOC - RAMP RAMP RAMP RAMP RAMP CURB RAMP POINT TABLE POINT NO. 13 14 15 16 17 18 19 20 21 22 23 24 ALIGNMENT STC STC STC STC STC STC STC STC STC NTC NTC NTC STATION 612+55.74 612+47.74 612+41.74 612+41.74 612+47.74 612+41.74 612+47.74 612+29.72 612+33.74 512+04.74 512+14.74 512+20.74 OFFSET 39.00' RT 39.00' RT 39.00' RT 33.00' RT 33.00' RT 29.00' RT 29.00' RT 15.50' RT 39.00' RT 15.50' LT 30.02' LT 30.13' LT ELEVATION 26.69 26.09 26.01 26.42 26.50 26.36 26.44 25.99 26.41 25.67 26.07 26.15 DESCRIPTION BOC - RAMP BOC - RAMP BOC - RAMP RAMP RAMP RAMP RAMP BOC - RAMP BOC - RAMP BOC - RAMP RAMP RAMP STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL CURB RAMP PLAN AND DETAILS BT120-CRD107 BT120 L. REDMAN Y. SHEN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1"=5' CURB RAMP DETAIL SCALE: 1" = 5' 2 BT120-CPP201 CURB RAMP DETAIL SCALE: 1" = 5' 1 BT120-CPP201 NO R T H D R I V E W A Y SO U T H D R I V E W A Y No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 11 / 1 5 / 2 4 | 1: 3 8 P M | LR E D M A N C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - R E D M A N L \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C R D 1 0 1 - 1 1 0 . D W G S1-BT120-CRD101-110 FACILITY ID: Xrefs: xS1-BT120-CPP001 xS1-BT120-CZN001 xS1-BT120-CAP001 xS1-BT120-CRD001 xBRT-CUD05-TB22x34 xS1-BT120-CMP001 xS1-BT120-CDP001 GB-SEAL-LBR22025708 CL BT120-C-N TC CL BT120-C-S TC 22025708 STATE O F WASHIN G T O N REGISTE R E D P R O FESSIONAL E N G INEER LORI B E TH RED M A N N SCALE IN FEET 02.5 55 10 (1" = 5') 12/10/2024 0111 RTA/CN 0205-24 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332111 N T C 5 1 3 + 0 0 26 28 2 7 28 27 2 7 3 3 3 R=18.0' 1 2 4 5 6 7 3 12 13 14 10 11 8 9 4 3 2 1 15 19 17 16 18 20 21 1 1 16 1 0.52 % 0.24 %0.1 4 % 0.6 7 % 1.1 7 % 0.4 7 % 8.09 % 8.0 9 % 0.0 5 % 7.9 8 % 7.9 8 % 1.3 0 % 0.33% 7.7 5 % 7.7 5 % 1.30 % 1.47 % 0.29 % 7.55 % 4.9 5 % 7 7 7 7.55 % 7. 6 5 % 6. 6 5 % GENERAL NOTES: 1.SEE SHEETS BT120-CRY101-CRY106 FOR CIVIL TYPICAL SECTIONS. 2.SEE SHEETS BT120-CPP101-CPP106 AND BT120-CPP201-CPP205 FOR CIVIL PAVING PLANS. 3.SEE SHEETS BT120-CPS101-CPS108 FOR ADDITIONAL POINT TABLES. LEGEND*: ON SHEET BT120-CRD124 DETECTABLE WARNING SURFACE CURB RAMP POINT SEE SHEETS BT120-GZN006-GZN007 FOR GENERAL SYMBOLS AND LEGEND X * KEY NOTES: INSTALL CEMENT CONC PERPENDICULAR CURB RAMP PER KING COUNTY METRO STD PLAN D110 INSTALL YELLOW DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10 INSTALL VARIABLE HEIGHT DOWELED CURB PER DETAIL ON SHEET BT120-CRD124 3 1 7 CURB RAMP POINT TABLE POINT NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 ALIGNMENT STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STATION 612+89.55 612+89.55 612+95.04 612+99.55 612+99.55 613+03.55 613+03.55 613+06.79 613+12.79 613+12.79 613+06.79 613+06.79 613+12.79 613+24.79 613+06.79 612+94.07 612+88.79 612+94.07 613+06.79 612+93.70 612+97.55 OFFSET 36.00' LT 30.00' LT 20.04' LT 30.00' LT 36.00' LT 36.00' LT 30.01' LT 29.50' LT 29.50' LT 25.50' LT 25.50' LT 15.50' LT 15.50' LT 15.50' LT 51.00' LT 45.73' LT 33.00' LT 20.27' LT 15.00' LT 44.61' LT 18.14' LT ELEVATION 27.08 27.08 27.84 27.89 27.89 27.91 27.90 27.93 28.00 27.98 27.90 27.10 27.18 28.09 27.08 27.07 27.08 27.09 27.09 27.83 27.84 DESCRIPTION BOC - RAMP BOC - RAMP BOC - RAMP RAMP RAMP RAMP RAMP RAMP RAMP RAMP RAMP BOC - RAMP BOC - RAMP BOC - RAMP PC - FL 1/4 - FL 1/2 - FL 3/4 - FL PT - FL BOC - RAMP BOC - RAMP N SCALE IN FEET 02.5 55 10 (1" = 5') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL CURB RAMP PLAN AND DETAILS BT120-CRD108 BT120 L. REDMAN Y. SHEN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1"=5' CURB RAMP DETAIL SCALE: 1" = 5' 1 BT120-CPP201 SO U T H D R I V E W A Y NO R T H D R I V E W A Y No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 11 / 1 5 / 2 4 | 1: 3 8 P M | LR E D M A N C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - R E D M A N L \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C R D 1 0 1 - 1 1 0 . D W G S1-BT120-CRD101-110 FACILITY ID: Xrefs: xS1-BT120-CPP001 xS1-BT120-CZN001 xS1-BT120-CAP001 xS1-BT120-CRD001 xBRT-CUD05-TB22x34 xS1-BT120-CMP001 xS1-BT120-CDP001 GB-SEAL-LBR22025708 CL BT120-C-N TC CL BT120-C-S TC 22025708 STATE O F WASHIN G T O N REGISTE R E D P R O FESSIONAL E N G INEER LORI B E TH RED M A N 12/10/2024 0112 RTA/CN 0205-24 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332112 28 2 7 27 27 2 7 3 3 4 6 5 7 3 2 1 9 8 11 10 12 14 13 15 16 1 1 1.6 0 % 1.07 %1.3 5 % 1.6 0 % 1.3 5 % 1.13 % 7.7 5 % 7.7 5 % 1.30 % 6.4 3 % 6.8 3 % 0.90 % 1.30 % 7.5 5 % 4.95 % 7.5 6 % 4.96 % 7 GENERAL NOTES: 1.SEE SHEETS BT120-CRY101-CRY106 FOR CIVIL TYPICAL SECTIONS. 2.SEE SHEETS BT120-CPP101-CPP106 AND BT120-CPP201-CPP205 FOR CIVIL PAVING PLANS. 3.SEE SHEETS BT120-CPS101-CPS108 FOR ADDITIONAL POINT TABLES. LEGEND*: ON SHEET BT120-CRD124 DETECTABLE WARNING SURFACE CURB RAMP POINT SEE SHEETS BT120-GZN006-GZN007 FOR GENERAL SYMBOLS AND LEGEND X * KEY NOTES: INSTALL CEMENT CONC PERPENDICULAR CURB RAMP PER KING COUNTY METRO STD PLAN D110 INSTALL YELLOW DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10 INSTALL VARIABLE HEIGHT DOWELED CURB PER DETAIL ON SHEET BT120-CRD124 3 1 7 CURB RAMP POINT TABLE POINT NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ALIGNMENT STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STATION 613+06.79 613+12.79 613+20.79 613+06.79 613+12.79 613+06.79 613+12.80 613+06.79 613+12.79 613+06.79 613+12.79 612+98.79 613+06.79 613+12.80 613+20.79 612+98.79 OFFSET 15.50' RT 15.50' RT 15.50' RT 23.50' RT 23.50' RT 27.50' RT 27.50' RT 29.00' RT 29.00' RT 33.00' RT 33.00' RT 39.00' RT 39.00' RT 39.00' RT 39.00' RT 15.50' RT ELEVATION 26.49 26.57 27.18 27.11 27.19 27.18 27.25 27.20 27.27 27.27 27.32 27.25 26.86 26.93 27.54 26.89 DESCRIPTION BOC - RAMP BOC - RAMP BOC - RAMP RAMP RAMP RAMP RAMP RAMP RAMP RAMP RAMP BOC - RAMP BOC - RAMP BOC- RAMP BOC - RAMP BOC - RAMP N SCALE IN FEET 02.5 55 10 (1" = 5') SO U T H D R I V E W A Y STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL CURB RAMP PLAN AND DETAILS BT120-CRD109 BT120 L. REDMAN Y. SHEN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1"=5' CURB RAMP DETAIL SCALE: 1" = 5' 1 BT120-CPP201 No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 11 / 1 5 / 2 4 | 1: 3 9 P M | LR E D M A N C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - R E D M A N L \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C R D 1 0 1 - 1 1 0 . D W G S1-BT120-CRD101-110 FACILITY ID: Xrefs: xS1-BT120-CPP001 xS1-BT120-CZN001 xS1-BT120-CAP001 xS1-BT120-CRD001 xBRT-CUD05-TB22x34 xS1-BT120-CMP001 xS1-BT120-CDP001 GB-SEAL-LBR22025708 CL BT120-C-S TC 22025708 STATE O F WASHIN G T O N REGISTE R E D P R O FESSIONAL E N G INEER LORI B E TH RED M A N 12/10/2024 0113 RTA/CN 0205-24 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332113 26 28 28 27 3 R=24.0' 1 5 6 4 3 7 11 9 10 8 1 1.0 9 % 1.0 9 % 0.5 8 % 0.5 8 % 6.9 6 % 6.2 7 % 0.8 1 % 6.9 1 % 8.4 6 % 7 2 GENERAL NOTES: 1.SEE SHEETS BT120-CRY101-CRY106 FOR CIVIL TYPICAL SECTIONS. 2.SEE SHEETS BT120-CPP101-CPP106 AND BT120-CPP201-CPP205 FOR CIVIL PAVING PLANS. 3.SEE SHEETS BT120-CPS101-CPS108 FOR ADDITIONAL POINT TABLES. LEGEND*: ON SHEET BT120-CRD124 DETECTABLE WARNING SURFACE CURB RAMP POINT SEE SHEETS BT120-GZN006-GZN007 FOR GENERAL SYMBOLS AND LEGEND X * KEY NOTES: INSTALL CEMENT CONC PERPENDICULAR CURB RAMP PER KING COUNTY METRO STD PLAN D110 INSTALL YELLOW DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10 INSTALL VARIABLE HEIGHT DOWELED CURB PER DETAIL ON SHEET BT120-CRD124 3 1 7 CURB RAMP POINT TABLE POINT NO. 1 2 3 4 5 6 7 8 9 10 11 ALIGNMENT STC STC STC STC STC STC STC STC STC STC STC STATION 614+04.54 614+05.10 613+98.79 613+98.11 613+96.04 613+95.43 614+04.15 614+03.81 614+03.12 614+02.37 614+01.36 OFFSET 56.25' RT 49.80' RT 54.37' RT 59.27' RT 53.62' RT 58.54' RT 61.26' RT 64.25' RT 67.51' RT 70.01' RT 72.67' RT ELEVATION 27.44 27.49 28.01 27.95 28.03 27.97 27.40 27.38 27.35 27.34 27.36 DESCRIPTION FL FL RAMP RAMP SW SW PC - FL 1/4 - FL 1/2 LOW POINT - FL 3/4 LOW POINT - FL PT - FL N SCALE IN FEET 02.5 55 10 (1" = 5') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL CURB RAMP PLAN AND DETAILS BT120-CRD110 BT120 L. REDMAN Y. SHEN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1"=5' CURB RAMP DETAIL SCALE: 1" = 5' 1 BT120-CPP204 No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 11 / 1 5 / 2 4 | 1: 3 9 P M | LR E D M A N C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - R E D M A N L \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C R D 1 0 1 - 1 1 0 . D W G S1-BT120-CRD101-110 FACILITY ID: Xrefs: xS1-BT120-CPP001 xS1-BT120-CZN001 xS1-BT120-CAP001 xS1-BT120-CRD001 xBRT-CUD05-TB22x34 xS1-BT120-CMP001 xS1-BT120-CDP001 GB-SEAL-LBR22025708 22025708 STATE O F WASHIN G T O N REGISTE R E D P R O FESSIONAL E N G INEER LORI B E TH RED M A N 12/10/2024 0114 RTA/CN 0205-24 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332114 N TC 515+00 ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 3 3 4 5 2 1 3 8 10 1211 9 6 7 13 14 1 1 7 15 16 7 1. 5 1 % 1. 5 0 % 7. 4 0 % 7. 4 1 % 4.23%0.07% 3.90% 0.07% 0.07% 7.22% 7.35% 0.08% 0.09%0. 9 5 % 0. 9 5 % 7. 2 1 % 7. 2 0 % 0.07% 30 30 26 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: INSTALL CEMENT CONC PERPENDICULAR CURB RAMP PER KCM STD PLAN D110 INSTALL YELLOW DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10 SEE PAVING DETAILS ON SHEET BT120-CRD124 FOR CURB RAMP POUR DETAILS 3 1 7 LEGEND*: DETECTABLE WARNING SURFACE CURB RAMP POINT SEE SHEET BT120-GZN006-GZN007 FOR GENERAL SYMBOLS AND LEGEND* X CURB RAMP POINT TABLE POINT NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ALIGNMENT NTC NTC NTC NTC NTC NTC NTC NTC NTC NTC NTC NTC NTC NTC NTC NTC STATION 515+37.43 515+43.43 515+53.43 515+37.43 515+43.43 515+37.43 515+43.43 515+53.43 515+37.43 515+43.43 515+37.43 515+43.43 515+27.43 515+27.43 515+37.43 515+43.43 OFFSET 15.00' LT 15.00' LT 15.00' LT 23.62' LT 23.62' LT 15.00' RT 15.00' RT 15.00' RT 27.50' RT 27.50' RT 31.50' RT 31.50' RT 15.00' LT 15.00' RT 27.46' LT 27.46' LT ELEVATION 29.28 29.29 29.29 29.97 29.97 29.90 29.91 29.89 30.77 30.77 30.81 30.81 29.28 29.88 30.02 30.03 DESCRIPTION FL FL FL RAMP RAMP FL FL FL RAMP RAMP SW SW FL FL RAMP RAMP N SCALE IN FEET 02.5 55 10 (1" = 5') NORTH DRIVEWAY STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL CURB RAMP PLAN AND DETAILS BT120-CRD111 BT120 L. REDMAN Y. SHEN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1"=5' CURB RAMP DETAIL SCALE: 1" = 5' 1 BT120-CPP202 No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 11 / 1 5 / 2 4 | 1: 3 9 P M | LR E D M A N C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - R E D M A N L \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C R D 1 1 1 - 1 1 9 . D W G S1-BT120-CRD111-119 FACILITY ID: Xrefs: xS1-BT120-CZN001 xS1-BT120-CMP001 xBRT-CUD05-TB22x34 xS1-BT120-VSF100 xS1-BT120-CRD001 GB-SEAL-LBR22025708 xS1-BT120-CAP001 xS1-BT120-CPP001 xS1-BT120-CPP002 22025708 STATE O F WASHIN G T O N REGISTE R E D P R O FESSIONAL E N G INEER LORI B E TH RED M A N CL BT120-C-N TC 12/10/2024 0115 RTA/CN 0205-24 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332115 3 R=18.0' 6 7 4 3 1 2 8 12 5 10 9 11 1 26 7 7.58% 7.75% 0. 9 0 % 0. 6 2 % 7.2 3 % 7 . 2 4 % 0.18% 0.25% 0. 9 4 % 27 28 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. 1.50% 1. 3 2 % 1.50 % 1.2 0 % 0. 5 5 % 1.6 5 % 1. 5 0 % 1.34 % 1 . 5 0 % 0.5 4 % 6.79 % 1 . 5 0 % 6.08% F F F F F F F 3 R=25.0' 13 14 1516 17 20 24 22 23 21 19 18 25 4 R=51.5' 3 27 28 R=67.0' R=25.0' 4 12 12 29 28 27 26 26 26 26 2 6 KEY NOTES: INSTALL CEMENT CONC PERPENDICULAR CURB RAMP PER KCM STD PLAN D110 INSTALL YELLOW DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10 INSTALL CEMENT CONC PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12 SEE PAVING DETAILS ON SHEET BT120-CRD124 FOR CURB RAMP POUR DETAILS INSTALL CEMENT CONC PEDESTRIAN CURB PER WSDOT STD PLAN F-10.12 3 1 4 7 12 LEGEND*: DETECTABLE WARNING SURFACE CURB RAMP POINT SEE SHEET BT120-GZN006-GZN007 FOR GENERAL SYMBOLS AND LEGEND* X CURB RAMP POINT TABLE POINT NO. 15 16 17 18 19 20 21 22 23 24 25 26 27 28 ALIGNMENT LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE NTC LAKE LAKE STATION 404+80.22 404+77.18 404+66.87 404+71.28 404+84.75 404+83.92 404+81.89 404+78.73 404+69.78 404+65.94 404+80.78 517+68.90 404+74.49 404+71.82 OFFSET 45.22' LT 41.17' LT 40.13' LT 23.79' LT 45.86' LT 39.20' LT 31.99' LT 27.12' LT 23.98' LT 24.70' LT 29.85' LT 36.00' RT 24.29' LT 39.22' LT ELEVATION 25.78 25.90 26.56 25.80 25.74 25.65 25.70 25.73 25.81 25.84 25.71 27.72 25.77 26.03 DESCRIPTION RAMP RAMP SW FL BOC FL - END PEDESTRIAN CURB/BEGIN DEPRESSED CURB 3/4 - FL 1/2 - FL PRC - FL FL FL - END DEPRESSED CURB/BEGIN PEDESTRIAN CURB BOC - RAMP 1/4 - FL RAMP CURB RAMP POINT TABLE POINT NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 ALIGNMENT NTC NTC NTC NTC NTC NTC NTC NTC NTC NTC NTC NTC LAKE LAKE STATION 517+64.78 517+68.90 517+63.41 517+58.90 517+58.90 517+54.90 517+54.90 517+51.66 517+64.38 517+69.66 517+64.38 517+51.66 404+83.75 404+81.80 OFFSET 21.42' RT 30.00' RT 45.96' RT 36.00' RT 30.00' RT 30.02' RT 36.02' RT 15.00' RT 20.27' RT 33.00' RT 45.73' RT 51.00' RT 38.23' LT 49.15' LT ELEVATION 28.37 27.68 28.54 28.49 28.44 28.43 28.48 27.52 27.61 27.70 27.78 27.87 25.66 25.84 DESCRIPTION BOC - RAMP BOC - RAMP BOC - RAMP RAMP RAMP RAMP RAMP PC - FL 1 / 4 - FL 1 / 2 - FL 3 / 4 - FL PT - FL' PT - FL RAMP N SCALE IN FEET 02.5 55 10 (1" = 5') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL CURB RAMP PLAN AND DETAILS BT120-CRD112 BT120 L. REDMAN Y. SHEN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1"=5' CURB RAMP DETAIL SCALE: 1" = 5' 2 BT120-CPP202 CURB RAMP DETAIL SCALE: 1" = 5' 1 BT120-CPP106 NORTH DRIVEWAY SOUTH DRIVEWAY LAK E A V E S CL BT120-C-N TC No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 11 / 1 5 / 2 4 | 1: 3 9 P M | LR E D M A N C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - R E D M A N L \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C R D 1 1 1 - 1 1 9 . D W G S1-BT120-CRD111-119 FACILITY ID: Xrefs: xS1-BT120-CZN001 xS1-BT120-CMP001 xBRT-CUD05-TB22x34 xS1-BT120-VSF100 xS1-BT120-CRD001 GB-SEAL-LBR22025708 xS1-BT120-CAP001 xS1-BT120-CPP001 xS1-BT120-CPP002 22025708 STATE O F WASHIN G T O N REGISTE R E D P R O FESSIONAL E N G INEER LORI B E TH RED M A N 12/10/2024 0116 RTA/CN 0205-24 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332116 1.47% 2. 6 2 % 0.41% 1. 4 9 % 1. 5 1 % ^^^^^^^^^^^^^^ F R=25.0' 3 8 7 6 42 1 3 5 9 11 10 12 13 22 5 24 23 12 12 12 7 12 0.02 % 1. 5 0 % 4. 1 8 % 7.10% 7.08% 26 27 28 2626 27 1.50% 0.41% 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. 1.65% 7. 2 2 % 1.49% 7. 0 3 % 0. 1 5 % 0. 1 3 % 5. 9 7 % 1.32% 6. 1 5 % 3 14 15 16 18 19 20 17 21 4 12 7 1.50% 26 26 26 26 KEY NOTES: INSTALL YELLOW DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10 INSTALL CEMENT CONC PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12 INSTALL SINGLE DIRECTION CURB RAMP PER WSDOT STD PLAN F-40.16 SEE PAVING DETAILS ON SHEET BT120-CRD124 FOR CURB RAMP POUR DETAILS INSTALL CEMENT CONC PEDESTRIAN CURB PER WSDOT STD PLAN F-10.12 5 4 3 7 12 LEGEND*: DETECTABLE WARNING SURFACE CURB RAMP POINT SEE SHEET BT120-GZN006-GZN007 FOR GENERAL SYMBOLS AND LEGEND* X CURB RAMP POINT TABLE POINT NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 ALIGNMENT LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE STATION 404+11.01 404+23.42 404+10.92 404+23.50 404+23.61 404+28.34 404+29.31 404+15.86 404+28.88 404+21.49 404+12.56 404+06.55 404+04.50 403+58.36 403+53.36 403+45.36 403+66.35 403+58.40 403+53.40 403+45.40 403+66.36 404+05.00 404+23.79 404+10.85 OFFSET 56.02' LT 55.92' LT 47.02' LT 46.92' LT 36.47' LT 37.04' LT 25.14' LT 24.52' LT 21.25' LT 21.79' LT 27.09' LT 35.56' LT 45.74' LT 14.56' RT 14.58' RT 14.61' RT 23.26' RT 23.25' RT 23.27' RT 23.30' RT 14.60' RT 40.50' LT 24.48' LT 40.50' LT ELEVATION 26.98 27.19 26.34 26.55 26.51 26.85 26.67 26.33 26.14 26.21 26.39 26.30 26.36 25.44 25.43 25.43 26.14 25.56 25.56 26.04 25.50 26.33 26.46 26.24 DESCRIPTION SW SW RAMP RAMP RAMP SW SW FL PT - FL/END DOWELED CURB/BEGIN C&G 3/4 - FL 1/2 - FL 1/4 - FL PC - FL FL FL FL SW - MATCH EX RAMP RAMP SW- MATCH EX FL FL RAMP SW N SCALE IN FEET 02.5 55 10 (1" = 5') NORTH DRIVEWAY LA K E A V E S STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL CURB RAMP PLAN AND DETAILS BT120-CRD113 BT120 L. REDMAN Y. SHEN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1"=5' CURB RAMP DETAIL SCALE: 1" = 5' 1 BT120-CPP106 CURB RAMP DETAIL SCALE: 1" = 5' 2 BT120-CPP106 LA K E A V E S CL BT120-C-LAKE No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 11 / 1 8 / 2 4 | 7: 1 1 P M | LR E D M A N C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - R E D M A N L \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C R D 1 1 1 - 1 1 9 . D W G S1-BT120-CRD111-119 FACILITY ID: Xrefs: xS1-BT120-CZN001 xS1-BT120-CMP001 xBRT-CUD05-TB22x34 xS1-BT120-VSF100 xS1-BT120-CRD001 GB-SEAL-LBR22025708 xS1-BT120-CAP001 xS1-BT120-CPP001 xS1-BT120-CPP002 22025708 STATE O F WASHIN G T O N REGISTE R E D P R O FESSIONAL E N G INEER LORI B E T H RED M A N 12/10/2024 0117 RTA/CN 0205-24 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332117 N TC 518+00 0. 6 1 % 0.61% 1.84% 0. 7 2 % 3 3 3 3 6 7 9 5 4 2 8 11 13 16 15 17 14 19 33 31 30 37 32 27 25 24 22 29 28 8 8 8 8 14 14 14 R=7.0' R=1.0' R=1.0' R=1.0' R=1.0' R=1.0' R=1.0' R=1.0' R=1.0' R=1.0' R=1.0' R=1.0' R=1.0'R=1.0' R=1.0' R=7.0' 35 9 9 9 9 1 36 15 15 15 23 20 15 14 38 39 40 41 26 26 28 28 27 26 26 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: INSTALL YELLOW DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10 INSTALL 9" DOWELED CURB PER DETAIL ON SHEET BT120-CRD122 INSTALL ROADWAY BOLLARD TYPE 1 PER DETAIL ON SHEET BT120-CRD129 SEE SHEETS BT120-LHP101-LHP105, BT120-LHP201-LHP205 AND 8 3 LEGEND*: DETECTABLE WARNING SURFACE CURB RAMP POINT SEE SHEET BT120-GZN006-GZN007 FOR GENERAL SYMBOLS AND LEGEND* X CURB RAMP POINT TABLE POINT NO. 1 2 4 5 6 7 8 9 11 13 14 15 16 17 19 20 22 23 24 25 27 28 29 30 31 32 33 35 36 37 38 39 40 41 ALIGNMENT NTC NTC NTC NTC NTC NTC NTC NTC NTC NTC NTC NTC NTC NTC NTC NTC NTC NTC NTC NTC NTC NTC NTC NTC NTC NTC NTC NTC NTC NTC NTC NTC NTC NTC STATION 518+04.58 518+08.58 518+07.58 518+05.58 518+04.48 518+05.48 518+07.48 518+08.48 518+20.49 518+22.15 518+24.54 518+21.58 518+20.58 518+23.58 518+24.58 518+04.73 518+05.73 518+04.83 518+05.83 518+07.83 518+08.83 518+08.73 518+07.73 518+20.73 518+21.73 518+24.75 518+24.73 518+23.73 518+20.80 518+22.47 518+14.78 518+07.26 518+22.05 518+14.51 OFFSET 26.05' RT 26.02' RT 27.03' RT 27.03' RT 16.05' RT 15.04' RT 15.04' RT 16.17' RT 17.04' RT 16.28' RT 21.47' RT 27.03' RT 26.05' RT 27.03' RT 26.02' RT 40.05' RT 39.03' RT 49.55' RT 50.54' RT 50.54' RT 49.53' RT 40.02' RT 39.03' RT 40.05' RT 39.03' RT 41.87' RT 40.02' RT 39.03' RT 46.39' RT 47.11' RT 44.85' RT 33.06' RT 33.05' RT 18.74' RT ELEVATION 26.90 26.81 26.84 26.89 26.77 26.74 26.72 26.72 26.67 26.63 26.61 26.72 26.73 26.67 26.64 26.98 26.97 26.85 26.81 26.76 26.75 26.87 26.91 26.64 26.63 26.53 26.55 26.58 26.57 26.52 26.70 26.89 26.66 26.72 DESCRIPTION PT - FL PC - FL PT - FL PC - FL PC - FL PT - FL PC - FL PT - FL PC - FL PRC - FL PT - FL PC - FL PT - FL PT - FL PC - FL PC - FL PT - FL PT - FL PC - FL PT - FL PC - FL PT - FL PC - FL PC - FL PT - FL PT - FL PC - FL PT - FL PT - FL PRC - FL BOLLARD BOLLARD BOLLARD BOLLARD SEE SHEETS BT120-LHP101-LHP105, BT120-LHP201-LHP205 AND BT120-LHD101-LHD109 FOR HARDSCAPE PLAN AND DETAILS SEE SHEET BT120-CRY105 FOR TYPICAL SECTION HARDSCAPE DETAIL 14 15 N SCALE IN FEET 02.5 55 10 (1" = 5') LA K E A V E S NORTH DRIVEWAY STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL CURB RAMP PLAN AND DETAILS BT120-CRD114 BT120 L. REDMAN Y. SHEN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1"=5' CURB RAMP DETAIL SCALE: 1" = 5' 1 BT120-CPP106 CL BT120-C-N TC No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 11 / 1 5 / 2 4 | 1: 3 9 P M | LR E D M A N C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - R E D M A N L \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C R D 1 1 1 - 1 1 9 . D W G S1-BT120-CRD111-119 FACILITY ID: Xrefs: xS1-BT120-CZN001 xS1-BT120-CMP001 xBRT-CUD05-TB22x34 xS1-BT120-VSF100 xS1-BT120-CRD001 GB-SEAL-LBR22025708 xS1-BT120-CAP001 xS1-BT120-CPP001 xS1-BT120-CPP002 22025708 STATE O F WASHIN G T O N REGISTE R E D P R O FESSIONAL E N G INEER LORI B E TH RED M A N HARDSCAPE 9 12/10/2024 0118 RTA/CN 0205-24 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332118 LA K E 4 0 3 + 0 0 1.52% 1.37% 2. 5 9 % 1. 5 0 % 1.37% 1. 5 0 % R=26.0' 3 1 32 4 5 6 10 8 9 7 11 6 7 12 12 3. 2 7 % 28 28 27 26 26 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: INSTALL YELLOW DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10 INSTALL PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15 SEE PAVING DETAILS ON SHEET BT120-CRD124 FOR CURB RAMP POUR DETAILS INSTALL CEMENT CONC PEDESTRIAN CURB PER WSDOT STD PLAN F-10.12 6 3 7 12 LEGEND*: DETECTABLE WARNING SURFACE CURB RAMP POINT SEE SHEET BT120-GZN006-GZN007 FOR GENERAL SYMBOLS AND LEGEND* X CURB RAMP POINT TABLE POINT NO. 1 2 3 4 5 6 7 8 9 10 11 ALIGNMENT LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE STATION 403+02.84 402+94.31 402+94.31 402+89.31 402+89.31 403+04.50 403+02.39 402+96.73 402+88.33 402+78.45 403+04.43 OFFSET 32.00' LT 40.00' LT 32.00' LT 40.00' LT 32.00' LT 40.72' LT 30.86' LT 22.52' LT 16.95' LT 15.00' LT 40.00' LT ELEVATION 25.91 26.28 26.17 26.36 26.25 26.11 26.33 26.15 25.87 25.70 26.03 DESCRIPTION FL RAMP RAMP RAMP RAMP PC 1/4 - FL 1/2 - FL 3/4 - FL PT - FL/END DOWELED CURB/BEGIN C&G FL N SCALE IN FEET 02.5 55 10 (1" = 5') LA K E A V E S STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL CURB RAMP PLAN AND DETAILS BT120-CRD115 BT120 L. REDMAN Y. SHEN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1"=5' CURB RAMP DETAIL SCALE: 1" = 5' 1 BT120-CPP106 SOUTH DRIVEWAY CL BT120-C-LAKE No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 11 / 1 5 / 2 4 | 1: 3 9 P M | LR E D M A N C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - R E D M A N L \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C R D 1 1 1 - 1 1 9 . D W G S1-BT120-CRD111-119 FACILITY ID: Xrefs: xS1-BT120-CZN001 xS1-BT120-CMP001 xBRT-CUD05-TB22x34 xS1-BT120-VSF100 xS1-BT120-CRD001 GB-SEAL-LBR22025708 xS1-BT120-CAP001 xS1-BT120-CPP001 xS1-BT120-CPP002 22025708 STATE O F WASHIN G T O N REGISTE R E D P R O FESSIONAL E N G INEER LORI B E TH RED M A N 12/10/2024 0119 RTA/CN 0205-24 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332119 0.41 % 0.72 % 1.0 0 % 0.5 0 % 3.5 7 % 6.7 9 % 1.69 % 1. 5 0 % 1. 5 0 % 0.5 0 % 0.5 0 % 3.2 8 % 3.2 8 % 1. 5 0 % 0 . 6 2 % R=16.5' 3 R=25.0' 3 1 2 3 5 4 6 10 11 12 13 15 14 8 7 9 20 16 19 17 21 226 6 18 23 24 25 7.82% 7.15% 8.7 6 % 8. 1 9 % 27 26 2 6 26 RAILAKDW 722+00 0.81% 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. INSTALL YELLOW DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10 INSTALL PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15 KEY NOTES: 6 3 LEGEND*: DETECTABLE WARNING SURFACE CURB RAMP POINT SEE SHEET BT120-GZN006-GZN007 FOR GENERAL SYMBOLS AND LEGEND* X CURB RAMP POINT TABLE POINT NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 ALIGNMENT RAILAKDW RAILAKDW RAILAKDW RAILAKDW RAILAKDW RAILAKDW RAILAKDW RAILAKDW RAILAKDW RAILAKDW RAILAKDW RAILAKDW RAILAKDW RAILAKDW RAILAKDW RAILAKDW RAILAKDW RAILAKDW RAILAKDW RAILAKDW RAILAKDW RAILAKDW RAILAKDW RAILAKDW RAILAKDW STATION 721+81.53 721+76.85 721+81.61 721+77.19 721+81.65 721+86.86 721+87.79 721+85.34 721+80.88 721+73.99 721+65.98 721+44.48 721+58.87 721+34.25 721+35.95 721+35.23 721+51.64 721+68.47 721+86.66 721+88.16 721+75.81 721+77.90 721+70.88 721+84.62 721+57.24 OFFSET 21.01' LT 30.16' LT 29.62' LT 35.12' LT 34.62' LT 47.22' LT 37.28' LT 27.81' LT 20.43' LT 18.59' LT 19.51' RT 27.36' RT 34.18' RT 28.71' RT 36.53' RT 11.90' RT 14.29' RT 20.65' RT 30.52' RT 41.76' RT 18.14' LT 25.47' RT 18.74' LT 26.10' LT 15.99' RT ELEVATION 25.04 25.53 25.59 25.58 25.61 25.58 25.63 25.59 25.05 25.32 25.39 25.79 25.67 25.82 25.70 25.53 25.46 25.38 25.30 25.23 25.11 25.34 25.67 25.51 25.43 DESCRIPTION FL RAMP RAMP RAMP RAMP PC - BOC 1/4 - BOC 1/2 - BOC 3/4 - FL PRC - BOC FL RAMP RAMP SW SW PC - FL 1/4 - FL 1/2 - FL 3/4 - FL PT - FL FL FL BOC BOC FL N SCALE IN FEET 02.5 55 10 (1" = 5') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL CURB RAMP PLAN AND DETAILS BT120-CRD116 BT120 L. REDMAN Y. SHEN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1"=5' CURB RAMP DETAIL SCALE: 1" = 5' 1 BT120-CPP106 RAINIER AND LAKE DRIVEWAY LA K E A V E S CL BT120-C-LAKE CL BT120-C-RAILAKDW No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 11 / 1 5 / 2 4 | 1: 5 2 P M | LR E D M A N C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - R E D M A N L \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C R D 1 1 1 - 1 1 9 . D W G S1-BT120-CRD111-119 FACILITY ID: Xrefs: xS1-BT120-CZN001 xS1-BT120-CMP001 xBRT-CUD05-TB22x34 xS1-BT120-VSF100 xS1-BT120-CRD001 GB-SEAL-LBR22025708 xS1-BT120-CAP001 xS1-BT120-CPP001 xS1-BT120-CPP002 22025708 STATE O F WASHIN G T O N REGISTE R E D P R O FESSIONAL E N G INEER LORI B E T H RED M A N 12/10/2024 0120 RTA/CN 0205-24 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332120 1.51% 3 R=37.0' 3 2 1 4 5 7 6 8 12 11 9 13 LAKE 400+50 14 15 10 6 2.38% 16 17 1.55% 26 26 26 6.83% R=129.0' 1.0 2 % 4.0 5 % 0. 6 2 % 5.51% 0. 6 2 % GENERAL NOTES: 1.SEE SHEETS BT120-CRY101-106 FOR TYPICAL SECTIONS. 2.SEE SHEETS BT120-CPP101-106 AND BT120-CPP201-205 FOR PAVING PLANS. INSTALL YELLOW DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10 INSTALL PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15. CURB RAMP SHALL BE CLASS 4000 CONC. INSTALL CEMENT CONC PEDESTRIAN CURB PER CITY OF RENTON STD DETAIL 101 KEY NOTES: 6 3 16 LEGEND*: DETECTABLE WARNING SURFACE CURB RAMP POINT SEE SHEET BT120-GZN006-GZN007 FOR GENERAL SYMBOLS AND LEGEND* X CURB RAMP POINT TABLE POINT NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 17 ALIGNMENT BT120-C-LAKE BT120-C-LAKE BT120-C-LAKE BT120-C-LAKE BT120-C-LAKE BT120-C-LAKE BT120-C-LAKE BT120-C-LAKE BT120-C-LAKE BT120-C-LAKE BT120-C-LAKE BT120-C-LAKE BT120-C-LAKE BT120-C-LAKE BT120-C-LAKE BT120-C-LAKE STATION 400+54.54 400+38.45 400+47.47 400+37.07 400+44.74 400+36.57 400+44.04 400+46.43 400+37.43 400+28.42 400+21.22 400+16.60 400+47.96 400+61.89 400+77.36 400+36.56 OFFSET 18.50' LT 20.07' LT 18.50' LT 29.93' LT 31.90' LT 33.88' LT 35.80' LT 18.50' LT 20.52' LT 26.01' LT 33.90' LT 43.59' LT 27.08' LT 18.50' LT 18.50' LT 33.97' LT ELEVATION 25.55 25.32 25.22 26.04 25.98 26.10 26.04 25.23 25.84 25.99 26.25 26.51 25.83 25.63 25.73 26.11 DESCRIPTION BOC BOC BOC RAMP RAMP SW SW PRC - BOC 1/4 - BOC 1/2 - BOC 3/4 - BOC PT - BOC SW 3/4 - BOC 1/2 - BOC SW N SCALE IN FEET 02.5 55 10 (1" = 5') LA K E A V E S CURB RAMP DETAIL SCALE: 1" = 5' 1 BT120-CPP105 CL BT120-C-LAKE No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 5 / 2 5 | 1: 0 7 P M | MS K I N N E R C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - S K I N N E M 2 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C R D 1 1 1 - 1 1 9 . D W G S1-BT120-CRD111-119 FACILITY ID: Xrefs: xS1-BT120-CZN001 xS1-BT120-CMP001 xBRT-CUD05-TB22x34 xS1-BT120-VSF100 xS1-BT120-CRD001 GB-SEAL-LBR22025708 xS1-BT120-CAP001 xS1-BT120-CPP001 xS1-BT120-CPP002 22025708 STATE O F WASHIN G T O N REGISTE R E D P R O FESSIONAL E N G INEER LORI B E TH RED M A N 1 1 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL CURB RAMP PLAN AND DETAILS ---- BT120-CRD117 BT120 121 1 L. REDMAN Y. SHEN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1 06/13/2025 LBR DP LBR ADDENDUM #1 RTA/CN 0205-24 1"=5' 06/11/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332121 LAKE 400+00 GRADY 1 5 9 + 0 0 13 3 3 14 R=1.5' 3 3 10 10 14 R=2.0' R=1.5' R=1.5' R=2.5'R=1.5' R=1.5' R=1.5' R=1.5' R=2.5' R=1.5' 4 R=60.0' R=94.0' 6 2 11 109 13 14 17 15 16 21 19 27 26 25 24 23 22 R=60.0'LAKE 400+50 15 1 5 13 13 15 15 1415 0.49% 0 . 1 6 % 0.55% 1 . 0 3 % 0.38% 0. 8 5 % 0.5 4 % 10 26 27 2 5 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: INSTALL YELLOW DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10 INSTALL CEMENT CONC TRAFFIC CURB PER WSDOT STD PLAN F-10.12 PAINTED WHITE CURB SEE SHEETS BT120-LHP101-LHP105, BT120-LHP201-LHP205 AND 13 3 10 LEGEND*: DETECTABLE WARNING SURFACE CURB RAMP POINT SEE SHEET BT120-GZN006-GZN007 FOR GENERAL SYMBOLS AND LEGEND* X CURB RAMP POINT TABLE POINT NO. 1 2 3 4 5 6 9 10 11 13 14 15 16 17 19 21 22 23 24 25 26 27 ALIGNMENT LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE STATION 400+60.75 400+62.32 400+77.32 400+79.12 400+67.60 400+70.87 400+46.66 400+47.62 400+46.49 400+45.00 400+38.10 400+38.42 400+36.15 400+35.37 400+39.83 400+41.22 400+49.71 400+52.25 400+59.92 400+59.92 400+55.58 400+47.99 OFFSET 19.24' RT 17.00' RT 17.00' RT 20.35' RT 28.17' RT 28.25' RT 17.95' RT 19.87' RT 21.88' RT 17.00' RT 17.00' RT 23.78' RT 22.78' RT 20.25' RT 31.36' RT 29.42' RT 27.34' RT 28.12' RT 38.68' RT 40.13' RT 45.37' RT 45.29' RT ELEVATION 25.64 25.65 25.63 25.58 25.59 25.59 25.68 25.70 25.72 25.67 25.72 25.79 25.80 25.79 25.78 25.77 25.69 25.66 25.58 25.56 25.52 25.65 DESCRIPTION PC - FL PT - FL PC - FL PT - FL PT - FL PC - FL PT - FL PC - FL PT - FL PC - FL PT - FL PC - FL PT - FL PC - FL PC - FL PT - FL PC - FL PT - FL PC - FL PT - FL PC - FL PT - FL HARDSCAPE DETAIL SEE SHEETS BT120-LHP101-LHP105, BT120-LHP201-LHP205 AND BT120-LHD101-LHD109 FOR HARDSCAPE PLAN AND DETAILS SEE SHEET BT120-CRY105 FOR TYPICAL SECTION HARDSCAPE DETAIL 14 15 N SCALE IN FEET 02.5 55 10 (1" = 5') LA K E A V E S STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL CURB RAMP PLAN AND DETAILS BT120-CRD118 BT120 L. REDMAN Y. SHEN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1"=5' CURB RAMP DETAIL SCALE: 1" = 5' 1 BT120-CPP105 GRADY W A Y CL BT120-C-LAKE CL BT120-C-GRADY No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 11 / 1 5 / 2 4 | 1: 3 9 P M | LR E D M A N C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - R E D M A N L \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C R D 1 1 1 - 1 1 9 . D W G S1-BT120-CRD111-119 FACILITY ID: Xrefs: xS1-BT120-CZN001 xS1-BT120-CMP001 xBRT-CUD05-TB22x34 xS1-BT120-VSF100 xS1-BT120-CRD001 GB-SEAL-LBR22025708 xS1-BT120-CAP001 xS1-BT120-CPP001 xS1-BT120-CPP002 22025708 STATE O F WASHIN G T O N REGISTE R E D P R O FESSIONAL E N G INEER LORI B E TH RED M A N HARDSCAPE 12/10/2024 0122 RTA/CN 0205-24 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332122 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: INSTALL CEMENT CONC PERPENDICULAR CURB RAMP PER KCM STD PLAN D110 INSTALL YELLOW DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.100 INSTALL CEMENT CONC PEDESTRIAN CURB PER WSDOT STD PLAN F-10.12 3 1 12 LEGEND*: DETECTABLE WARNING SURFACE CURB RAMP POINT SEE SHEET BT120-GZN006-GZN007 FOR GENERAL SYMBOLS AND LEGEND* X 1.2 6 % 0.6 3 % 0.6 2 % 1.2 5 % 7.2 5 % 0. 8 6 % 1.50 % 0.5 0 % 0.5 0 % 1.50 % 4.6 7 % 1.13 % 1 1 2 1 3 4 6 5 3 11 8 10 9 1213 1415 16 17 22 R=15.0' 20 21 19 R=15.0' 18 3 7 12 12 12 12 15 14 2.0 0 % 7.2 1 % 27 27 27 0.49% RAI L A K D W 7 1 6 + 0 0 CURB RAMP POINT TABLE POINT NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 ALIGNMENT STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STATION 613+62.71 613+68.70 613+68.60 613+62.60 613+68.32 613+62.36 613+54.68 613+55.67 613+58.81 613+63.60 613+69.32 613+71.62 613+64.63 613+71.45 613+64.45 613+70.86 613+64.04 613+76.17 613+69.29 613+63.82 613+60.98 613+61.40 OFFSET 168.27' RT 168.43' RT 172.43' RT 172.27' RT 182.72' RT 180.86' RT 167.35' RT 173.14' RT 178.11' RT 181.49' RT 182.79' RT 225.01' RT 225.31' RT 221.02' RT 221.32' RT 207.71' RT 212.51' RT 206.89' RT 208.35' RT 212.78' RT 219.22' RT 226.23' RT ELEVATION 27.49 27.57 27.54 27.47 26.94 26.89 26.90 26.87 26.85 26.90 26.95 27.30 27.41 27.28 27.39 27.02 26.98 27.04 27.02 27.21 27.45 27.41 DESCRIPTION SW SW RAMP RAMP FL FL PC - FL/END TRAFFIC CURB/BEGIN C&G 1/4 - FL/LOW POINT 1/2 - FL 3/4 - FL PT - FL SW SW RAMP RAMP FL FL PC - FL 1/4 - FL 1/2 - FL 3/4 - FL PT - FL/END TRAFFIC CURB/BEGIN C&G SEE SHEETS BT120-LHP101-LHP105, BT120-LHP201-LHP205 AND BT120-LHD101-LHD109 FOR HARDSCAPE PLAN AND DETAILS SEE SHEET BT120-CRY105 FOR TYPICAL SECTION HARDSCAPE DETAIL 14 15 N SCALE IN FEET 02.5 55 10 (1" = 5') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL CURB RAMP PLAN AND DETAILS BT120-CRD119 BT120 L. REDMAN Y. SHEN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1"=5' CURB RAMP DETAIL SCALE: 1" = 5' 1 BT120-CPP203 No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 11 / 1 5 / 2 4 | 1: 5 0 P M | LR E D M A N C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - R E D M A N L \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C R D 1 1 1 - 1 1 9 . D W G S1-BT120-CRD111-119 FACILITY ID: Xrefs: xS1-BT120-CZN001 xS1-BT120-CMP001 xBRT-CUD05-TB22x34 xS1-BT120-VSF100 xS1-BT120-CRD001 GB-SEAL-LBR22025708 xS1-BT120-CAP001 xS1-BT120-CPP001 xS1-BT120-CPP002 22025708 STATE O F WASHIN G T O N REGISTE R E D P R O FESSIONAL E N G INEER LORI B E T H RED M A N HARDSCAPE CL BT120-C-RAILAKDWY 12/10/2024 0123 RTA/CN 0205-24 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332123 R=3.0' R=3.0' R=1.5' R=14.2' R=1.5' R=1.5' 1 2 3 4 5 6 7 8 19 10 11 12 13 15 16 9 14 10 1011 11 11 25 24 2515 17 18 14 10 R=2.0' R=4.0' R=4.0' R=2.0' R=25.0' 30 31 32 33 34 35 36 37 3940 41 29 10 VALLEY GUTTER 14 24 24 11 15 38 R=1.5' R=1.5' R=2.5' R=14.0' R=2.0' 20 21 22 23 24 25 26 27 28 10 42 11 25 14 15 MEDIAN POINT TABLE POINT NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 ALIGNMENT RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER STATION 206+14.21 206+27.25 206+29.41 206+30.34 206+30.54 206+29.68 206+27.53 206+20.59 206+43.93 206+45.52 206+49.61 206+51.26 206+51.42 206+51.00 OFFSET 3.87' LT 4.16' LT 3.33' LT 1.21' LT 10.34' RT 12.48' RT 13.39' RT 13.43' RT 3.53' LT 3.40' LT 1.37' RT 7.44' RT 11.16' RT 12.26' RT ELEVATION 25.10 25.15 25.14 25.07 24.72 24.65 24.62 24.60 25.17 25.17 25.03 24.85 24.73 24.70 DESCRIPTION BEGIN CURB/FL PC - FL 1/2 - FL PT - FL PC - FL 1/2 - FL PT - FL BEGIN CURB/FL 1/2 - FL PRC - FL 1/2 - FL PT - FL PT - FL 1/2 - FL MEDIAN POINT TABLE POINT NO. 15 16 17 18 19 20 21 22 23 24 25 26 27 28 ALIGNMENT RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER STATION 206+49.90 206+45.06 206+44.01 206+43.56 206+43.13 207+56.47 207+59.36 207+60.71 207+61.57 207+62.89 207+62.59 207+61.40 207+56.35 207+54.14 OFFSET 12.72' RT 12.69' RT 12.26' RT 11.24' RT 2.15' LT 6.21' RT 4.10' RT 4.04' RT 5.08' RT 10.98' RT 12.25' RT 12.81' RT 12.80' RT 11.51' RT ELEVATION 24.68 24.68 24.69 24.72 25.13 24.97 25.02 25.02 25.00 24.87 24.86 24.84 24.81 24.82 DESCRIPTION PC - FL PT - FL 1/2 - FL PC - FL PC - FL 1/2 - FL PC - FL 1/2 - FL PT - FL PT - FL 1/2 - FL PT - FL PT - FL 1/2 - FL MEDIAN POINT TABLE POINT NO. 29 30 31 32 33 34 35 36 37 38 39 40 41 42 ALIGNMENT NTC NTC NTC NTC NTC NTC NTC NTC NTC NTC NTC NTC NTC RAINIER STATION 510+53.73 510+52.14 510+51.96 510+53.70 510+54.81 510+56.77 510+62.59 510+64.44 510+64.94 510+61.45 510+60.47 510+58.86 510+56.23 207+54.20 OFFSET 36.09' RT 34.20' RT 31.73' RT 24.66' RT 22.73' RT 21.70' RT 20.49' RT 21.06' RT 22.93' RT 37.10' RT 38.37' RT 38.51' RT 37.44' RT 8.98' RT ELEVATION 23.67 23.60 23.58 23.58 23.60 23.63 23.72 23.74 23.76 24.01 23.99 23.90 23.70 24.89 DESCRIPTION PT - FL 1/2 - FL PT - FL PC - FL 1/2 - FL PT - FL PC - FL 1/2 - FL PT - FL PT - FL 1/2 - FL PC - FL 1/2 - FL PRC - FL GENERAL NOTES: 1.SEE SHEETS BT120-CRY101-CRY106 FOR TYPICAL SECTIONS. 2.SEE SHEETS BT120-CPP101-CPP106 AND BT120-CPP201-CPP205 FOR PAVING PLANS. KEY NOTES: INSTALL CEMENT CONC TRAFFIC CURB PER WSDOT STD PLAN F-10.12 PAINTED YELLOW CURB SEE SHEETS BT120-LHP101-105, BT120-LHP201-105 AND BT120-LHD101-109 FOR HARDSCAPE PLAN AND DETAILS SEE SHEET BT-120-CRY105 FOR TYPICAL SECTION HARDSCAPE DETAIL 11 10 14 15 LEGEND*: MEDIAN POINT SEE SHEETS BT120-GZN006-BT120-GZN007 FOR GENERAL SYMBOLS AND LEGEND* X HARDSCAPE N SCALE IN FEET 02.5 55 10 (1" = 5') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL PAVING DETAILS BT120-CRD120 BT120 L. REDMAN L. REDMAN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1"=5' MEDIAN DETAIL SCALE: 1" = 5' 1 BT120-CPP102 MEDIAN DETAIL SCALE: 1" = 5' 2 BT120-CPP102 MEDIAN DETAIL SCALE: 1" = 5' 3 BT120-CPP201 RA I N I E R A V E S RA I N I E R A V E S RA I N I E R A V E S 22025708 STATE O F WASHIN G T O N REGISTE R E D P R O FESSIONAL E N G INEER LORI B E TH RED M A N CL BT120-C-RAINIER CL BT120-C-RAINIER No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 11 / 1 5 / 2 4 | 7: 5 0 A M | LR E D M A N C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - R E D M A N L \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C R D 1 2 0 - 1 2 4 . D W G S1-BT120-CRD120-124 FACILITY ID: Xrefs: xS1-BT120-CZN001 xS1-BT120-CMP001 GB-SEAL-LBR22025708 xS1-BT120-CAP001 xS1-BT120-CPP001 xS1-BT120-CGP001 xBRT-CUD05-TB22x34 12/10/2024 0124 RTA/CN 0205-24 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332124 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL PAVING DETAILS BT120-CRD121 BT120 L. REDMAN L. REDMAN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID NTS 6" 6" A B O V E F I N I S H E D RO A D W A Y G R A D E ROADWAY LANDSCAPING/PLANTER CURB DOWEL 22025708 STATE O F WASHIN G T O N REGISTE R E D P R O FESSIONAL E N G INEER LORI B E T H RED M A N 6 IN DOWELED CURB (PER KCM STANDARD PLAN D109) 4" 9"9" CEMENT ROLLED CURB MATCH ADJACENT PAVEMENT THICKNESS BUT NOT LESS THAN 6 INCHESR=4"VA R I E S BEGIN CURB TRANSITION END CURB TRANSITION CEMENT ROLLED CURB FACE OF CURB MATCH ROADWAY SLOPE R=12" (IN) R=1/2" (IN) (TYP.) 5' CEMENT CONCRETE PAVEMENT 6" DOWELED CURB R = 1" 1.CONSTRUCT CURB JOINTS AT CEMENT CONCRETE PAVEMENT TRANSVERSE JOINT LOCATIONS. CEMENT ROLLED CURB NOTES: 6" CSBC NTS CURB TRANSITION 1 BT120-CPP202 A - B - No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 12 / 0 2 / 2 4 | 2: 4 6 P M | LR E D M A N C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - R E D M A N L \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C R D 1 2 0 - 1 2 4 . D W G S1-BT120-CRD120-124 FACILITY ID: Xrefs: xS1-BT120-CZN001 xS1-BT120-CMP001 GB-SEAL-LBR22025708 xS1-BT120-CAP001 xS1-BT120-CPP001 xS1-BT120-CGP001 xBRT-CUD05-TB22x34 NTS SECTION A - NTS SECTION B - 12/10/2024 0125 RTA/CN 0205-24 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332125 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 09/26/2024 CIVIL PAVING DETAILS BT120-CRD122 BT120 L. REDMAN L. REDMAN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID NTS 6" 9" A B O V E F I N I S H E D RO A D W A Y G R A D E ROADWAY CEMENT CONCRETE SIDEWALK/MEDIAN /PLATFORM PER PLANS CURB DOWEL 1'-2" 3. 5 " MI N ON EXISTING PAVEMENT, DRILL 1" DIA MIN HOLES AND FILL WITH EPOXY GROUT TOP OF NEW CURB CURB DOWEL #3 REBAR 2'3" - 2'8" BAR LENGTH PLACE AT 28" O.C. ON NEW CONCRETE, EMBED TH / 2 , 3 " M I N 22025708 STATE O F WASHIN G T O N REGISTE R E D P R O FESSIONAL E N G INEER LORI B E T H RED M A N R = 1" 6" 9" A B O V E F I N I S H E D RO A D W A Y G R A D E ROADWAY CEMENT CONCRETE PLATFORM CURB DOWEL 1'-2" 3. 5 " MI N ON EXISTING PAVEMENT, DRILL 1" DIA MIN HOLES AND FILL WITH EPOXY GROUT TOP OF NEW CURB CURB DOWEL #3 REBAR 2'3" - 2'8" BAR LENGTH, PLACE AT 28" O.C. ~SEE NOTE 1 ON NEW CONCRETE, EMBED TH / 2 , 3 " M I N ~S E E N O T E 1 R = 1" 5" RUB RAIL SEE DETAIL 3, THIS SHEET NTS 9 IN DOWELED CURB WITH RUB RAIL 2 BT120-CPP201 A - NTS 9 IN DOWELED CURB 1 BT120-CPP106 NTS RUB RAIL AT PLATFORM EDGE 3 - FACE OF PLATFORM BOTTOM OF RUB RAIL 1/2" x 2" DADO ROADWAY PAVING CONTINUOUS RUB RAIL W/ PRE-DRILLED COUNTERBORED HOLES, RADIUS EDGES, DADO & DRAIN CHANNELS - COLOR: RED RO A D W A Y 5" 3"5/8"Ø THRU UHMWPE 1-3/4"Ø C'BORE x 3/4" DEEP 1/2" x 2" CENTERED CONTINUOUS DADO CUT IN RUB RAIL & OPEN ON ENDS 3" CONFAST 1/2" STAINLESS STEEL 316L DROP-IN ANCHOR OR EQUIVALENT. INSTALL PER MANUFACTURERS INSTRUCTIONS. INCLUDE BLUE LOCKTITE. TIGHTEN BOLT TO SECURE RUB RAIL WITHOUT DEFORMATION. LOCATE AT 2'-0" O.C. ~SEE NOTE 1 2 3/4" 1/2"Ø x 5" LG BOLT & WASHER, S.S. 316L @ 2'-0" O.C. 9" C U R B R = 1/4"PREMOLDED JOINT FILLER PREMOLDED JOINT FILLER TOP OF ROADWAY TOP OF RUB RAIL BOLT AND WASHER TOP OF 9" CURB R = 1/4" No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 12 / 0 2 / 2 4 | 2: 4 8 P M | LR E D M A N C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - R E D M A N L \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C R D 1 2 0 - 1 2 4 . D W G S1-BT120-CRD120-124 FACILITY ID: Xrefs: xS1-BT120-CZN001 xS1-BT120-CMP001 GB-SEAL-LBR22025708 xS1-BT120-CAP001 xS1-BT120-CPP001 xS1-BT120-CGP001 xBRT-CUD05-TB22x34 RUB RAIL LOCATIONS NTC STA 511+36.76, 15.00' RT TO NTC STA 512+04.74, 15.00' RT NTC STA 513+05.61, 15.00' RT TO NTC STA 513+74.02, 15.77' RT NTC STA 514+02.03, 15.77' RT TO NTC STA 515+27.43, 15.00' RT NTC STA 515+53.43, 15.00' RT TO NTC STA 516+54.56, 15.00' RT STC STA 613+24.79, 15.00' LT TO STC STA 613+76.79, 15.00' LT STC STA 614+29.85, 15.00' LT TO STC STA 617+81.07, 15.00' LT BOLT AND WASHER 2'-0" NTS SECTION A - 12/10/2024 0126 RTA/CN 0205-24 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332126 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 09/06/2024 CIVIL PAVING DETAILS BT120-CRD123 BT120 L. REDMAN L. REDMAN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID NTS 22025708 STATE O F WASHIN G T O N REGISTE R E D P R O FESSIONAL E N G INEER LORI B E TH RED M A N 12 . 5 " ~ S E E N O T E 1 1" 18"18" FLOW LINE R = 1/4"R = 1/4" 1.FACE OF GUTTER DEPTH: FOR HOT BITUMINOUS PAVEMENT USE 7" GUTTER DEPTH AS SHOWN. FOR CEMENT CONCRETE PAVEMENTS, MATCH THE GUTTER DEPTH TO THE DEPTH OF ADJACENT CEMENT CONCRETE PAVEMENT BUT NOT LESS THAN A 7" DEPTH AS SHOWN. 2.VALLEY GUTTER JOINTS: FORM, SAW, OR SCORE 1 8" MIN TO 3 8" MAX WIDTH CONTRACTION JOINTS (A MINIMUM 2" DEPTH) AT INTERVALS MATCHING ADJACENT CEMENT CONCRETE PAVEMENT. SEAL THE JOINTS WITH HOT POURED SEALANT FOR CEMENT CONCRETE PAVEMENT , IN ACCORDANCE WITH SECTION 9-04.2(1)A1 OF THE STANDARD SPECIFICATIONS, AND FOR BITUMINOUS PAVEMENT, IN ACCORDANCE WITH SECTION 9-04.2(1)A2 OF THE STANDARD SPECIFICATIONS. INCLUDE ALL COSTS FOR THE JOINT, REINFORCEMENT, KEYWAY AND SEALANT IN THE PRICE BID FOR VALLEY GUTTER. NOTES: 6" CR U S H E D SU R F A C I N G BA S E C O U R S E CE M E N T C O N C R E T E NTS 36 IN CONCRETE VALLEY GUTTER 2 BT120-CPP201 TH / 2 TH / 2 9"9" #4 REBAR (3" MIN CLEAR) 1" 24 GAUGE, HOT DIPPED GALVANIZED STEEL RECESS STRIP FOR KEYWAY JOINT BETWEEN VALLEY GUTTER AND ADJACENT CEMENT CONCRETE PAVEMENT INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. ALTERNATIVELY, USE #5 TIE BARS X 30" LONG ON 36" CENTERS PER WSDOT STD PLAN A-40.10-04 PCCP TO PCCP CONSTRUCTION JOINT DETAIL. No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 11 / 1 5 / 2 4 | 7: 5 0 A M | LR E D M A N C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - R E D M A N L \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C R D 1 2 0 - 1 2 4 . D W G S1-BT120-CRD120-124 FACILITY ID: Xrefs: xS1-BT120-CZN001 xS1-BT120-CMP001 GB-SEAL-LBR22025708 xS1-BT120-CAP001 xS1-BT120-CPP001 xS1-BT120-CGP001 xBRT-CUD05-TB22x34 #4 REBAR (3" MIN CLEAR) 12/10/2024 0127 RTA/CN 0205-24 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332127 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 09/06/2024 CIVIL PAVING DETAILS VARIABLE HEIGHT DOWELED CURB BT120-CRD124 BT120 L. REDMAN L. REDMAN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID NTS TYPE PERPENDICULAR A CEMENT CONCRETE PAVEMENT RAMP LIMITS WITH VARIABLE HEIGHT DOWELED CURB VA R I E S 15 " T O 6 " FACE OF CURB NTS SECTION A - DETECTABLE WARNING SURFACE CURB RAMP LANDING GRADE BREAK VARIABLE HEIGHT DOWELED CURB ~SEE DETAIL 3, THIS SHEET CEMENT CONCRETE PAVEMENT CEMENT CONCRETE PLATFORM OR SIDEWALK 6" CEMENT CONCRETE PAVEMENT MATCH ROADWAY SLOPE R=1"R=1" SEE NOTE 3 2% NTS VARIABLE HEIGHT DOWELED CURB DETAIL 3 - CURB RAMP CEMENT CONCRETE CEMENT CONCRETE PAVEMENT CURB DOWEL #3 REBAR PLACE AT 28" O.C. SEE TYPICAL SECTIONS FOR PAVEMENT DEPTH 4' - 0" MIN SEE CONTRACT PLANS 15' - 0" MAX (TYP) SEE NOTE 7 No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 11 / 1 5 / 2 4 | 7: 5 0 A M | LR E D M A N C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - R E D M A N L \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C R D 1 2 0 - 1 2 4 . D W G S1-BT120-CRD120-124 FACILITY ID: Xrefs: xS1-BT120-CZN001 xS1-BT120-CMP001 GB-SEAL-LBR22025708 xS1-BT120-CAP001 xS1-BT120-CPP001 xS1-BT120-CGP001 xBRT-CUD05-TB22x34 END DOWELED CURB BEGIN VARIABLE HEIGHT DOWELED CURB ~SEE NOTE 2 BEGIN DOWELED CURB END VARIABLE HEIGHT DOWELED CURB ~SEE NOTE 2 DOWELED CURB DOWELED CURB CEMENT CONCRETE PAVEMENT CURB RAMP CEMENT CONCRETE A - A - END DOWELED CURB BEGIN VARIABLE HEIGHT DOWELED CURB ~SEE NOTE 2 BEGIN DOWELED CURB END VARIABLE HEIGHT DOWELED CURB ~SEE NOTE 2 DOWELED CURB DOWELED CURB CURB RAMP CEMENT CONCRETE TYPE PARALLEL A CEMENT CONCRETE PAVEMENT RAMP LIMITS WITH VARIABLE HEIGHT DOWELED CURB END DOWELED CURB BEGIN VARIABLE HEIGHT DOWELED CURB ~SEE NOTE 2 DOWELED CURB DOWELED CURB BEGIN DOWELED CURB END VARIABLE HEIGHT DOWELED CURB ~SEE NOTE 2 B - CEMENT CONCRETE PAVEMENT NTS SECTION B - CEMENT CONCRETE PEDESTRIAN CURB VARIABLE HEIGHT DOWELED CURB SEE DETAIL 3, THIS SHEET CEMENT CONCRETE PAVEMENT DETECTABLE WARNING SURFACE CURB RAMP 4' - 0" MIN SEE CONTRACT PLANS VARIES LEGEND: SLOPE IN EITHER DIRECTION 6" X 6" BLOCK AT ACCESSIBLE RAMP LOCATIONS EDGE OF WING TO EDGE OF WING VA R I E S 0" T O 9 " TYPE PERPENDICULAR B CEMENT CONCRETE PAVEMENT RAMP LIMITS WITH VARIABLE HEIGHT DOWELED CURB NTS 1 BT120-CPP201 NTS 2 BT120-CPP106 NTS 4 BT120-CPP106 3.5" TH/2, MIN 3" PREMOLDED JOINT FILLER PREMOLDED JOINT FILLER 1.SEE SHEETS BT120-CPP101-CPP106 AND BT120-CPP201-CPP205 FOR LOCATION OF PLATFORM, LANDSCAPE OR CEMENT CONCRETE SIDEWALK. 2.SEE SHEETS BT120-CRD101-CRD119 FOR LOCATION OF DOWELED CURB, DEPRESSED CURB AND PEDESTRIAN CURB. 3.FLUSH WITH CEMENT CONCRETE PAVEMENT AND CURB RAMP ENTRANCE. NOTES: PEDESTRIAN CURB PEDESTRIAN CURB PEDESTRIAN CURB PEDESTRIAN CURB TYPE SINGLE DIRECTION B CEMENT CONCRETE PAVEMENT RAMP LIMITS WITH VARIABLE HEIGHT DOWELED CURB NTS 5 BT120-CPP106 DOWELED CURB DOWELED CURB END DOWELED CURB BEGIN VARIABLE HEIGHT DOWELED CURB ~SEE NOTE 2 A - BEGIN DOWELED CURB END VARIABLE HEIGHT DOWELED CURB ~SEE NOTE 2 CEMENT CONCRETE PAVEMENT PEDESTRIAN CURB CURB RAMP CEMENT CONCRETE PREMOLDED JOINT FILLER 12/10/2024 0128 RTA/CN 0205-24 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332128 STEEL PICKET FENCE REMOVABLE DETAIL NTS 1 BT120-CPP106 4.0'4.0'4.0' TOP OF CONCRETE POST FOOTING STEEL PICKET FENCE NON-REMOVABLE DETAIL NTS 2 BT120-CPP204 6.0' ** TOP OF CONCRETE POST FOOTING 8.0' ** 6.0' ** 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 SEE DETAIL A PE R M A N U F A C T U R E R 4. 0 ' - 6 . 0 ' * PE R M A N U F A C T U R E R MA X 6 " SEE NOTE 5 SEE NOTE 6 STEEL PICKET FENCE REMOVABLE POST FOUNDATION NTS A - STEEL PICKET FENCE NON-REMOVABLE POST FOUNDATIONNTS B - 6. 0 ' - 8 . 0 ' * * SEE DETAIL B PE R M A N U F A C T U R E R PE R M A N U F A C T U R E R PER MANUFACTURER MAX 3.25" CLEARANCE PROPOSED GROUND TOP OF CONCRETE RETAINING WALL SEE NOTE 4 6.0' PANEL WIDTH = ALL LOCATIONS EXCEPT WHERE NOTED OTHERWISE 8.0' PANEL WIDTH = NTC STA 511+05.00, 39.10' LT TO STA 518+13.00, 35.90' LT PER MANUFACTURER MAX 3.25" CLEARANCEPERFORATED METAL MESH *** INSIDE FACILITY AREA OUTSIDE FACILITY AREA HSS SHAPED POST SIDE VIEW METAL MESH STEEL PICKET FENCE NON-REMOVABLE HIGH-SECURITY STEEL PICKET FENCE NON-REMOVABLE ON RETAINING WALL ONLY STEEL PICKET FENCE NON-REMOVABLE INSIDE FACILITY AREA OUTSIDE FACILITY AREA METAL MESH FENCE AND FENCE SIDE VIEW FENCE ON RETAINING WALL SIDE VIEW MA X 1 8 " No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 5 / 2 5 | 1: 1 5 P M | MS K I N N E R C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - S K I N N E M 2 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C R D 1 2 5 - 1 2 9 . D W G S1-BT120-CRD125-129 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 SEE NOTE 7 FENCE POST SEE NOTE 10 PL 1 4" x 10" DIA W/ HOLE FOR SLEEVE 3 16 1' - 6 " 3" P I T C H 3" CLR 6" P I T C H 12" DIA FOUNDATION MIN SEE NOTE 1 #3 SPIRAL (4) #4 VERT REINF 1", TYP PIPE DRAIN 1" MIN INT DIA 6" THK LAYER OF GRANULAR, FREE DRAINING MATERIAL BOT PL 1 4 W/ 3 4" DIA HOLE AT CTR (4) 1 2" DIA X 6" LONG STUDS AT PRMT 1" JOINT FILLER AT PRMT AT SOG SOG WHERE OCCURS 3' - 0 " M I N SE E N O T E 1 SLEEVE 1 4" MIN WALL THK SEE NOTE 2 3 16 1' - 6 " 3" P I T C H 6" P I T C H 12" DIA FOUNDATION MIN SEE NOTE 1 3" CLR #3 SPIRAL (4) #4 VERT REINF JOINT FILLER AT PRMT AT SOG SOG WHERE OCCURS FENCE POST SEE NOTE 10 NOTES: 1.PER MANUFACTURER WHERE MANUFACTURER REQUIREMENTS INDICATE A LARGER FOUNDATION. 2.PROVIDE A STEEL SLEEVE SUCH THAT THE GAP BETWEEN THE FENCE POST IS MINIMIZED, BUT THE POST CAN STILL BE REMOVED. 3.POSTS ARE CENTERED ON WALL, UNLESS OTHERWISE NOTED. SEE SHEET BT120-SGD161 FOR DETAILS ON NON-REMOVABLE FENCE CONNECTION TO RETAINING WALL. SEE SHEET BT120-EPD111 ELECTRICAL DETAILS FOR DETAILS ON FENCE POST GROUNDING REQUIRED FOR REMOVABLE FENCE. CONTRACTOR SHALL PROVIDE A REMOVABLE, POSITIVE CONNECTION BETWEEN THE ADJACENT FENCE PANELS TO AVOID ANY DIFFERENTIAL DISPLACEMENT BETWEEN POSTS. THE FENCE SHALL BE ANTI-SCALE/CLIMB. SEE SHEETS BT120-CPP101-106 AND BT120-CPP201-205 AND SHEETS BT120-CSP101-106 FOR LOCATION OF REMOVABLE AND NON-REMOVABLE FENCE. FENCE ASSEMBLY SHALL HAVE A MINIMUM POROSITY OF 50%. THE CONTRACTOR SHALL DESIGN THE FENCE POST, FENCE BEAMS, AND ANY FENCE ELEMENT AND THEIR CONNECTIONS. 4. 5. 6. 7. 8. 9. 10. 4' - 0 " M I N SE E N O T E 1 MAX 9" SEE NOTE 9 SEE NOTE 9 SEE NOTE 9 SEE NOTE 9 PROPOSED GROUND OUTSIDE FACILITY AREA INSIDE FACILITY AREA MA X 6 " HSS SHAPED POST HSS SHAPED POST HSS SHAPED POST HSS SHAPED POST 0.5" MIN 3" MAX I-BEAM SHAPED POST I-BEAM SHAPED POST 0.5" MIN 3" MAX MA X 9 " MA X 9 " RETAINING WALL MA X 3 0 " MA X 1 8 " MAX 10" SEE BT120-JCP204 FOR CONDUIT SIZE AND QUANTITY 1' - 2 " MI N FENCE HEIGHT FOR STEEL PICKET FENCE REMOVABLE FENCE WIDTH FOR STEEL PICKET FENCE NON-REMOVABLE 8.0' FENCE HEIGHT AND METAL MESH FOR STEEL PICKET FENCE NON-REMOVABLE RAILKADW STA 716+57.19, 27.24' LT TO STA 716+62.29, 27.27' LT 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 * ** *** HSS SHAPED POST 8.0' 3 16 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 CAMERA MOUNTING DETAILNTS C BT120-JCD203 1 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL FENCE DETAILS BT120-CRD125 BT120 129 1 L. REDMAN L. REDMAN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1 06/13/2025 LBR DP LBR ADDENDUM #1 RTA/CN 0205-24 NTS 06/11/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332129 THREAT SIDE LEFT HAND OUTSWING RIGHT HAND OUTSWING MOUNTING OPTIONS: FLANGED 41 1 2" CLEAR OPENING RIGHT HAND SWING 52 1 4" 51 1 2" 3" 12 GA GALVANIZED JAMB FRAME 74 1 2" 41 3 4" 9" REMOVABLE THRESHOLD 60 1 4" STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL FENCE GATE DETAIL BT120-CRD126 BT120 L. REDMAN L. REDMAN L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID NTS No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 01 / 0 9 / 2 5 | 3: 5 0 P M | LR E D M A N C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - R E D M A N L \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C R D 1 2 5 - 1 2 9 . D W G S1-BT120-CRD125-129 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 84" 80" 41 7 8" FENCE GATE DETAIL NTS 1 BT120-CPP204 THREAT SIDE SECURE SIDE GATE SWING OPTIONS: SECURE SIDE 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 FENCE GATE LOCATIONS GATE INFILL PREINSTALLED HARDWARE SET 96' 4'-0" MIN FOOTING DEPTH SEE SHEET BT120-CRD125 FOR FENCE DETAILS HSS 4X4 COLUMNHSS 4X4 COLUMN 5' - 0" HSS 4X4 HEADER D. POSTEN 01/23/2025 0130 RTA/CN 0205-24 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332130 No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 5 / 2 5 | 1: 1 5 P M | MS K I N N E R C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - S K I N N E M 2 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C R D 1 2 5 - 1 2 9 . D W G S1-BT120-CRD125-129 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 STEEL PICKET VEHICLE GATE DETAIL NTS 1 BT120-CPP204 2" 2" 6.0' - 8.5' * 4'-0" MIN FOOTING DEPTH GATE RAIL 2" X 12 GA GATE UPRIGHT 2" X 12 GA 2 3 4" PALE WELD ON BOX HINGE 8.0' - 25.5' MAX 6" MAX 9" 0.5" MIN 3" MAX 3.25" CLEARANCE PE R MA N U F A C T U R E R GATE RAIL PALE WELDED TO RAIL HSS SHAPED POST 6.0' GATE HEIGHT = RAILAKDW STA 717+00.76, 16.49' LT TO STA 717+30.04, 18.42' LT 8.0' GATE HEIGHT = RAILAKDW STA 718+29.88, 20.26' RT TO STA 718+29.89, 28.26' RT 8.5' GATE HEIGHT = RAILAKDW STA 716+62.29, 27.27' LT TO STA 716+82.75, 27.29' LT *GATE HEIGHT FOR STEEL PICKET VEHICLE GATE PERFORATED METAL INFILL PANEL WHERE OCS PROTECTION IS REQUIRED (TYP) ** RAILAKDW STA 718+29.88, 20.26' RT TO STA 718+29.89, 28.26' RT RAILAKDW STA 716+62.29, 27.27' LT TO STA 716+82.75, 27.29' LT **PERFORATED METAL INFILL PANEL 3' - 0 " 3' - 0 " 0' - 6 " 1'-6" 1" 6" DIA. STD. WT. STEEL PIPE. FILL SOLID W/CONCRETE CROWN TOP OF CONCRETE FINISHED GRADE 18" DIA. CONCRETE GENERATOR PROTECTION BOLLARD NTS 2 BT120-CPP204 1 BOLLARD TO BE PAINTED YELLOW STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL STEEL PICKET VEHICLE GATE DETAIL BT120-CRD127 BT120 131 1 L. REDMAN L. REDMAN D. POSTEN L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1 06/13/2025 LBR DP LBR ADDENDUM #1 RTA/CN 0205-24 NTS 06/11/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332131 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL WHEEL STOP DETAIL BT120-CRD128 BT120 L. REDMAN L. REDMAN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID ------------------------ ------------------------ ------------------------ ------------------------ ------------------------ ------------------------ NTS No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 12 / 0 2 / 2 4 | 2: 5 9 P M | LR E D M A N C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - R E D M A N L \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C R D 1 2 5 - 1 2 9 . D W G S1-BT120-CRD125-129 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 GENERAL NOTES 1.CONCRETE: 28 DAY COMPRESSIVE STRENGTH F'C = 4,000 PSI 2.STEEL REINFORCEMENT: ASTM A-615, GRADE 60 3.#3 BARS SPACED 3" ON CENTER WITH 1.5" MINIMUM COVER WHEEL STOP DETAIL NTS 2 BT120-CPP203 72" 6" WHEEL STOP PLAN VIEW A - 6" B - 3.75" 3.75" 6" WHEEL STOP # 3 BAR 3" #3 BARS HOLE (TYP) HOLE (TYP) WHEEL STOP PLACEMENT CEMENT CONCRETE SIDEWALK WHEEL STOP (TYP) REFER TO CHANNELIZATION PLANS FOR ALL PAVEMENT MARKING LOCATIONS AND DETAILS 2' - 0" FACE OF CURB NTS SECTION A - NTS SECTION B - 12/10/2024 0132 RTA/CN 0205-24 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332132 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL ROADWAY BOLLARD TYPE 1 DETAIL BT120-CRD129 BT120 L. REDMAN L. REDMAN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID ------------------------ ------------------------ ------------------------ ------------------------ ------------------------ ------------------------ NTS No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 11 / 1 5 / 2 4 | 7: 5 0 A M | LR E D M A N C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - R E D M A N L \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C R D 1 2 5 - 1 2 9 . D W G S1-BT120-CRD125-129 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 BASE ASSEMBLY FINISHED GRADE CHAIN CONCRETE FOOTING~ COMMERCIAL CONRETE PIPE DRAIN 3 4" I.D. 7" LONG GRANULAR, FREE DRAINING MATERIAL POST SEAL WELD 2' - 6" 6" A - SECTION A-A 1' - 2 1 2" DIA ROUND FOOTING PLAN VIEW A - DIRECTION OF PEDESTRIAN/ BICYCLE TRAFFIC DIRECTION OF PEDESTRIAN/ BICYCLE TRAFFIC SQUARE FOOTING PLAN VIEW 1 2" REFLECTIVE TAPE (TYP) STEEL PIPE ~ ASTM A 53, NPS 3 (3" NOM), SCHEDULE 80, SEE NOTE 1 1 2" REFLECTIVE TAPE (TYP) 1 4" X 1 1 2" X 2" STEEL PLATE WITH ROUNDED CORNERS AND 3 4" CENTERED HOLE 1/8 1/8 GENERAL NOTES: 1.PAINT ASSEMBLY WITH A "HIGHLY VISIBLE" COLOR. (SAFETY YELLOW ACCEPTABLE) STEEL CAP PLATE, SEE NOTE 1 2" 1' - 2" 1 2" 3' - 6" 2" 4" M I N POST BASE ASSEMBLY 1 8" X 1 7 8" SQUARE PLATE POST SLEEVE BASE PLATE 1/8 1/8 1/8 1/8 CAP 1 4" CHAIN ~ GRADE 3, 6" LONG SEE NOTE 1 SEE NOTE 1 COVER PLATE TOP PLATE CAP 1 8" X 1 7 8" SQUARE PLATE 1/8 1 - 3 3/4 ALL 4 SIDES 1 8" PLATE COVER PLATE TOP PLATE POST SLEEVE BASE PLATE CAP AND HINGE 4 3 4" DIA 3 13 16" DIA1 8" PLATE STEEL PIPE ~ ASTM A 53, NPS 4 (4" NOM), SCHEDULE 40 ~WELD TO TOP PLATE 1' - 0" 1 8" PLATE 3 4" DIA DRAIN HOLE 1 2" CHAMFER (TYP)5" 5" 1 1 4" X 2", FULL SURFACE, HEAVY DUTY, WELD-ON HINGE 1/8 1 8" X 4 1 2" DIA STEEL PLATE 8 1 2" 2" 1 1 4" 8 1 2" 8 1 2" 2"13 16" 3 4"1 1 4" 8 1 2" 1/8 ~ 1' MIN 1' - 6" 1' - 2" 4" M I N NTS 1 BT120-CPP203 BT120-CPP205 BT120-CRD114 ROADWAY BOLLARD TYPE 1 DETAIL 12/10/2024 0133 RTA/CN 0205-24 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332133 X X X X UT H H H H H TT TETMH GVFOFO GV GV GV GV 2 MISCMH GV GV FO FO FO TMH ICV ICV TMH GV ICV ICVIC VICVIC V ICV ICV IC V GV E CO E E E E E E E E W E EE E E EE GV GV GV E CO GV GV GM HH TTMH GM G G G G X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X MISCVALV G / / / / / / ///// / / / / / / // / // SL SL G G G SSSSSSSSSSSSSSSSSSSSSSSS WS D O T F O WS D O T F O 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-Z A Y O F O 2-ZAYO FO HH GV 7'11" DP 11' DP4'9" DP 4'9" DP13'6" DP 6'3" DP 5'8" DP 4'1 " D P 3'6 " D P 4'8 " D P 12'6" DP 13'6" DP 11'6"DP10' DP CO 6'11" 3'6 " 4'8" 8'1 1 " 2' 6'9" 4'5" ED(TYP.) ED(TYP.) ED(TYP . ) ED (TYP . ) 3'10" 4'1" 4'9" 7" 4'1" 3'11 " 5'9" 5" 2'1 " 1'11 " 9"2'4" 4'9" 4'11"2'8"2'1" 2'8" 2'7" 2'5" 7" 1'1" 1'4" 2' 2'1" 2'9" CO HH BUS BAY 7 BUS BAY 6 BUS BAY 5 BUS B A Y 2 BUS B A Y 8 BUS BAY 3 BUS BAY 4 BU S B A Y 1 ^ ^ ^ ^ ^ ^ ^ ^^^^^^^^^^^ F / / / / / / / / / // / / / / / / / //////////// 1.SEE SIGN SCHEDULES FOR INFORMATION ON EXISTING AND PROPOSED SIGNAGE WITHIN THE PROJECT LIMITS. 2.SEE SIGN SCHEDULES FOR ADDITIONAL INFORMATION REGARDING SIGNAGE THAT WILL BE PROVIDED AND INSTALLED BY SOUND TRANSIT. 3.SEE TRAFFIC SIGNAL AND ARCHITECTURAL PLANS FOR SIGNAGE NOT SHOWN. 4.EXISTING SIGNS WITHIN THE PROJECT LIMITS NOT NOTED FOR REMOVAL SHALL BE PROTECTED IN PLACE UNLESS OTHERWISE APPROVED BY THE PROJECT REPRESENTATIVE. 5.NEW AND RELOCATED SIGN LOCATIONS TO BE VERIFIED IN THE FIELD BY THE PROJECT REPRESENTATIVE PRIOR TO INSTALLATION. STATIONS ARE APPROXIMATE TO THE CENTER OF POST. 6.CONTRACTOR SHALL REMOVE ALL CONFLICTING PAVEMENT MARKINGS. 7.SEE CITY OF RENTON STANDARD PLAN 109 FOR PAVEMENT MARKING REQUIREMENT WHERE APPLICABLE (INCLUDING HARDIE AVE, RAINIER AVE S, S GRADY WAY, AND LAKE AVE S). GENERAL CHANNELIZATION AND SIGNING NOTES: No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 1 9 / 2 5 | 10 : 3 3 A M | MR O U G H C: \ P W W O R K I N G \ J A C O B S _ B & I \ M A Y U M I . R O U G H @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C M P 1 0 0 . D W G S1-BT120-CMP100 FACILITY ID: Xrefs: xS1-BT120-CMN101 xBRT-CUD05-TB22x34 xS1-BT120-CMP001 xS1-BT120-CPP001 xS1-BT120-VSF100 GB-SEAL-MR46378 xS1-BT120-GZK020 xS1-BT120-VRX001 GB-SEAL-BM48810 HA R D I E A V E NN SCALE IN FEET 0 (CUSTOM) 80 40 80 160 S GRADY W A Y LA K E A V E S SR - 1 6 7 RAI N I E R A V E S NORTH DRIVEWAY SOUTH DRIVEWAY102 103 201 202 203 204 205 101 104 105 106 107 CROSS REFERENCING OF DRAWINGS BASE SHEET TITLE 1"=20' DRAWING SETS S1-BT120-CMP101 S1-BT120-CMP102 S1-BT120-CMP103 S1-BT120-CMP104 S1-BT120-CMP105 S1-BT120-CMP106 S1-BT120-CMP107 101 102 103 104 105 106 107 CROSS REFERENCING OF DRAWINGS BASE SHEET TITLE 1"=20' DRAWING SETS S1-BT120-CMP201 S1-BT120-CMP202 S1-BT120-CMP203 S1-BT120-CMP204 S1-BT120-CMP205 201 202 203 204 205 AREA MAP 1" = 80' STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL CHANNELIZATION AND SIGNING PLAN AREA PLAN AND GENERAL NOTES BT120-CMP100 BT120 134 0 M. ROUGH M. ROUGH L. GILBERT M. ROUGH 0 12/10/2024 MR LG MR ISSUED FOR BID 1 06/13/2025 MR DP MR ADDENDUM#1 RTA/LR RTA/CN 0205-24 1" = 80' 2 1 1 MR ADDENDUM#2MRDP06/19/20252 2 06/19/2025 06/27/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433201 H Y I E L D Y I E L D U S E C R O S S W A L K Y I E L D E E E E E X X X X X X X X X X X FO FO FO FO FO FO 2-PSE3-PSE P S E 2 - P S E WSDOT FOWSDOT F O H H ///////////// ////// / / / / / / / / / / / / / / / / / / / / / / / 87 4 6 5 3 2 1 G R A D Y 1 4 9 + 0 0 GRADY 150+00 G R A D Y 1 5 1 + 0 0 RAINIER 200+00 RAINIER 201+00 RAINIER 202+00 RAINIER 203+00 RAINIER 2 0 4 + 0 0 RAINIER STA 200+00.07 = GRADY STA 150+00.02 INSTALL WHITE PLASTIC YIELD LINE PER WSDOT STD PLAN M-24.60-04 INSTALL 10' WIDE CROSSWALK PER CITY OF RENTON STD PLAN 127 INSTALL 4" PROFILED PLASTIC DOTTED LANE LINE CONSISTING OF MMA PER WSDOT STD PLAN M-20.20-02 INSTALL 4" PROFILED EMBOSSED PLASTIC LANE LINE CONSISTING OF MMA PER WSDOT STD PLAN M-20.20-02 INSTALL 8" PROFILED PLASTIC WIDE LINE CONSISTING OF MMA PER WSDOT STD PLAN M-20.20-02 KEY NOTES: 10 16 21 22 24 REMOVE SIGN INSTALL SIGN SOUND TRANSIT SIGN CODE EXISTING SIGN PROPOSED SIGN PAVEMENT MARKING POINT LEGEND R# S# X BT120-XX-XXX 1.SEE SHEET BT120-CMP100 FOR GENERAL CHANNELIZATION AND SIGNING NOTES. 2.SEE SHEETS BT120-CMS101-104 FOR SIGN SCHEDULES. 3.SEE SHEETS BT120-CMD101-107 FOR SIGN DETAILS, PAVEMENT MARKING POINT TABLES, AND CHANNELIZATION DETAILS. GENERAL NOTES: N 20 40 SCALE IN FEET 01020 (1" = 20') N RAINIER AVE S S G R A D Y W A Y CL BT120-C-RAINIER CL BT120-C-GRADY No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 3 / 2 5 | 2: 3 6 P M | MR O U G H C: \ P W W O R K I N G \ J A C O B S _ B & I \ M A Y U M I . R O U G H @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C M P 1 0 1 - 1 0 7 . D W G S1-BT120-CMP101-107 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CAP001 xS1-BT120-VSF100 xS1-BT120-VRX001 xS1-BT120-RPP001 xS1-BT120-CMP001 xS1-BT120-CPP001 xS1-BT120-CMN101 GB-SEAL-JKH53550 xS1-BT120-GZK020 xS1-BT120-CLP001 GB-SEAL-MR46378 xS1-BT120-GZK010 xS1-BT120-CPP002 GB-SEAL-BM48810 xS1-BT120-CZN002 MA T C H L I N E : R A I N I E R S T A 2 0 4 + 0 0 SE E D W G BT 1 2 0 - C M P 1 0 2 MATCHL I N E : G R A D Y S T A 1 5 1 + 0 0 SEE DW G BT120-C M P 1 0 4 MATC H L I N E : SEE D W G BT120 - C M P 2 0 5 MATCHLINE: SEE DWG BT120-CMP205 102 103 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRAD Y WAY 101 104 105 21 21 16 16 10 22 10 24 KEY MAP LA K E AV E S 106 107 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT120-RPP201-BT120-RPP205 1 1 1 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL CHANNELIZATION AND SIGNING PLAN RAINIER STA 200+00 TO RAINIER STA 204+00 BT120-CMP101 BT120 135 1 M. ROUGH M. ROUGH L. GILBERT M. ROUGH 0 12/10/2024 MR LG MR ISSUED FOR BID 1 06/13/2025 MR DP MR ADDENDUM#1 RTA/CN 0205-24 1"=20' 1 6/12/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433202 TRANSPORTATION OPERATION CBarnes 12/01/2025 U T H H H H V L T V L T V L T S 3 5 M P H E C O EE E E W W W 2-PSE PSE 4 0 4 24 1 22 23 21 20 19 26 25 27 18 17 16 14 13 15 12 11 10 6 4 8 5 7 1 9 2 3 29 30 32 31 33 S34 R3 34 36 37 N T C 5 0 9 + 5 3 N TC 510+00 S TC 609+53 S TC 610+00 HA R D I E 3 1 0 + 0 0 HA R D I E 3 0 9 + 0 0 HA R D I E 3 1 0 + 0 0 RAINIER 2 0 4 + 0 0 RAINIER 205+ 0 0 RAINIER 206+00 RAINIER 207+00 RAINIER 2 0 8 + 0 0 RAINI E R 2 0 9 + 0 0 5 REMOVE SIGN INSTALL SIGN SOUND TRANSIT SIGN CODE EXISTING SIGN PROPOSED SIGN PAVEMENT MARKING POINT LEGEND R# S# X BT120-XX-XXX INSTALL 4" DOUBLE YELLOW PLASTIC CENTERLINE PER WSDOT STD PLAN M-20.10-04 INSTALL 16" WHITE PLASTIC STOP BAR PER CITY OF RENTON STD PLAN 128 INSTALL WHITE BUS ONLY LEGEND PER DETAIL 2 ON BT120-CMD107 INSTALL PLASTIC TYPE 2SR TRAFFIC ARROW PER WSDOT STD PLAN M-24.40-02 INSTALL 10' WIDE CROSSWALK PER CITY OF RENTON STD PLAN 127 INSTALL BUS LANE LEGEND, TRAFFIC ARROWS, AND CHANNELIZATION PER BUS LANE DETAIL 2 ON BT120-CMD106 INSTALL 4" PROFILED PLASTIC DOTTED LANE LINE CONSISTING OF MMA PER WSDOT STD PLAN M-20.20-02 INSTALL 4" PROFILED EMBOSSED PLASTIC LANE LINE CONSISTING OF MMA PER WSDOT STD PLAN M-20.20-02 INSTALL 4" PROFILED EMBOSSED PLASTIC EDGE LINE CONSISTING OF MMA PER WSDOT STD PLAN M-20.20-02 INSTALL 8" PROFILED PLASTIC WIDE LINE CONSISTING OF MMA PER WSDOT STD PLAN M-20.20-02 INSTALL 4" YELLOW PLASTIC EDGE LINE PER WSDOT STD PLAN M-20.10-04 KEY NOTES: 4 7 8 16 18 21 22 23 1 24 32 1.SEE SHEET BT120-CMP100 FOR GENERAL CHANNELIZATION AND SIGNING NOTES. 2.SEE SHEETS BT120-CMS101-104 FOR SIGN SCHEDULES. 3.SEE SHEETS BT120-CMD101-107 FOR SIGN DETAILS, PAVEMENT MARKING POINT TABLES, AND CHANNELIZATION DETAILS. GENERAL NOTES: N 20 40 SCALE IN FEET 01020 (1" = 20') No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 3 / 2 5 | 2: 3 6 P M | MR O U G H C: \ P W W O R K I N G \ J A C O B S _ B & I \ M A Y U M I . R O U G H @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C M P 1 0 1 - 1 0 7 . D W G S1-BT120-CMP101-107 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CAP001 xS1-BT120-VSF100 xS1-BT120-VRX001 xS1-BT120-RPP001 xS1-BT120-CMP001 xS1-BT120-CPP001 xS1-BT120-CMN101 GB-SEAL-JKH53550 xS1-BT120-GZK020 xS1-BT120-CLP001 GB-SEAL-MR46378 xS1-BT120-GZK010 xS1-BT120-CPP002 GB-SEAL-BM48810 xS1-BT120-CZN002 N RAINIER A V E S HARD I E A V E S W CL BT120-C-STC CL BT120-C-NTC CL BT120-C-RAINIER CL BT120-C-HARDIE MA T C H L I N E : R A I N I E R S T A 2 0 8 + 5 0 SE E D W G BT 1 2 0 - C M P 1 0 3 M A T C H L I N E : R A I N I E R S T A 2 0 4 + 0 0 S E E D W G B T 1 2 0 - C M P 1 0 1 MATCHLINE: SEE DWG BT120-CMP203 MATCHLINE: SEE DWG BT120-CMP201 102 103 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRA D Y WAY 101 104 105 18 7 16 4 21 22 4 21 4 23 16 4 16 16 21 22 16 16 4 24 22 21 22 8 23 23 23 23 23 23 22 23 KEY MAP 106 LA K E AV E S 107 32 321 32 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT120-RPP201-BT120-RPP205 1 1 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL CHANNELIZATION AND SIGNING PLAN RAINIER STA 204+00 TO RAINIER STA 208+50 BT120-CMP102 BT120 136 1 M. ROUGH M. ROUGH L. GILBERT M. ROUGH 0 12/10/2024 MR LG MR ISSUED FOR BID 1 06/13/2025 MR DP MR ADDENDUM#1 RTA/CN 0205-24 1"=20' 1 1 1 6/12/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433203 TRANSPORTATION OPERATION CBarnes 12/01/2025 Y I E L D B U S S I G N /// / // Y I E L D T T E T M H T M H PSE PSE PSE 2'4'5" 1 26 2 43 S W 7 T H S T 2 4 9 + 0 0 SW 7TH ST 250+00 S W 7 T H S T 2 5 1 + 0 0 RAINIER 208+00 RAINIER 209+00 RAINIER 210+00 RAINIER 211+00 RAINIER 212+00 RAINIER 213+00 RAINIER 214+00 SW 7TH ST STA 249+99.98 = RAINIER STA 212+42.13 6 5 REMOVE SIGN INSTALL SIGN SOUND TRANSIT SIGN CODE EXISTING SIGN PROPOSED SIGN PAVEMENT MARKING POINT LEGEND R# S# X BT120-XX-XXX INSTALL BUS LANE LEGEND, TRAFFIC ARROWS, AND CHANNELIZATION PER BUS LANE DETAIL 2 ON BT120-CMD106 INSTALL 4" PROFILED PLASTIC DOTTED LANE LINE CONSISTING OF MMA PER WSDOT STD PLAN M-20.20-02 INSTALL 4" PROFILED EMBOSSED PLASTIC LANE LINE CONSISTING OF MMA PER WSDOT STD PLAN M-20.20-02 INSTALL 4" PROFILED EMBOSSED PLASTIC EDGE LINE CONSISTING OF MMA PER WSDOT STD PLAN M-20.20-02 INSTALL 8" PROFILED PLASTIC WIDE LINE CONSISTING OF MMA PER WSDOT STD PLAN M-20.20-02 KEY NOTES: 18 21 22 23 24 1.SEE SHEET BT120-CMP100 FOR GENERAL CHANNELIZATION AND SIGNING NOTES. 2.SEE SHEETS BT120-CMS101-104 FOR SIGN SCHEDULES. 3.SEE SHEETS BT120-CMD101-107 FOR SIGN DETAILS, PAVEMENT MARKING POINT TABLES, AND CHANNELIZATION DETAILS. GENERAL NOTES: N 20 40 SCALE IN FEET 01020 (1" = 20') No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 3 / 2 5 | 2: 3 6 P M | MR O U G H C: \ P W W O R K I N G \ J A C O B S _ B & I \ M A Y U M I . R O U G H @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C M P 1 0 1 - 1 0 7 . D W G S1-BT120-CMP101-107 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CAP001 xS1-BT120-VSF100 xS1-BT120-VRX001 xS1-BT120-RPP001 xS1-BT120-CMP001 xS1-BT120-CPP001 xS1-BT120-CMN101 GB-SEAL-JKH53550 xS1-BT120-GZK020 xS1-BT120-CLP001 GB-SEAL-MR46378 xS1-BT120-GZK010 xS1-BT120-CPP002 GB-SEAL-BM48810 xS1-BT120-CZN002 N S W 7 T H S T RAINIER AVE S CL BT120-C-RAINIER CL BT120-C-SW7THST MA T C H L I N E : R A I N I E R S T A 2 0 8 + 5 0 SE E D W G BT 1 2 0 - C M P 1 0 2 M A T C H L I N E : S E E D W G B T 1 2 0 - C M P 2 0 1 102 103 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRA D Y WAY 101 104 105 18 24 2323 KEY MAP LA K E AV E S 106 107 22 21 1 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL CHANNELIZATION AND SIGNING PLAN RAINIER STA 208+50 TO RAINIER STA 212+42.13 BT120-CMP103 BT120 137 1 M. ROUGH M. ROUGH L. GILBERT M. ROUGH 0 12/10/2024 MR LG MR ISSUED FOR BID 1 06/13/2025 MR DP MR ADDENDUM#1 RTA/CN 0205-24 1"=20' 6/12/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433204 TRANSPORTATION OPERATION CBarnes 12/01/2025 X X X XXXXXXXXXX X X X X X CONC VLT YIELD E E SL SS SS SS SS SS SS SS SS SS SS SS C E N T U R Y L I N K F O CENTUR Y L I N K F O 2-PSE 2-PSE PSE FO VLT 400 C C 6'11" 8' 1 1 " HH R1 11' LANE 11' LANE ////////////////////// 1 GRADY 151+00 GRADY 152+00 GRADY 153+00 GRADY 154+00 GRADY 155+00 GRADY 156+00 R6 S56 S57 REMOVE SIGN INSTALL SIGN SOUND TRANSIT SIGN CODE EXISTING SIGN PROPOSED SIGN PAVEMENT MARKING POINT LEGEND R# S# X BT120-XX-XXX INSTALL 4" PROFILED EMBOSSED PLASTIC LANE LINE CONSISTING OF MMA PER WSDOT STD PLAN M-20.20-02 INSTALL 8" PROFILED PLASTIC WIDE LINE CONSISTING OF MMA PER WSDOT STD PLAN M-20.20-02 KEY NOTES: 22 24 1.SEE SHEET BT120-CMP100 FOR GENERAL CHANNELIZATION AND SIGNING NOTES. 2.SEE SHEETS BT120-CMS101-104 FOR SIGN SCHEDULES. 3.SEE SHEETS BT120-CMD101-107 FOR SIGN DETAILS, PAVEMENT MARKING POINT TABLES, AND CHANNELIZATION DETAILS. GENERAL NOTES: N 20 40 SCALE IN FEET 01020 (1" = 20') No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 1 6 / 2 5 | 8: 4 7 A M | LR E D M A N C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - R E D M A N L \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C M P 1 0 1 - 1 0 7 . D W G S1-BT120-CMP101-107 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CAP001 xS1-BT120-VSF100 xS1-BT120-VRX001 xS1-BT120-RPP001 xS1-BT120-CMP001 xS1-BT120-CPP001 xS1-BT120-CMN101 GB-SEAL-JKH53550 xS1-BT120-GZK020 xS1-BT120-CLP001 GB-SEAL-MR46378 xS1-BT120-GZK010 xS1-BT120-CPP002 GB-SEAL-BM48810 xS1-BT120-CZN002 N S GRADY WAYCL BT120-C-GRADY MA T C H L I N E : G R A D Y S T A 1 5 1 + 0 0 SE E D W G BT 1 2 0 - C M P 1 0 1 MA T C H L I N E : G R A D Y S T A 1 5 6 + 5 0 SE E D W G BT 1 2 0 - C M P 1 0 5 MATCHLINE: SEE DWG BT120-CMP205 MATCHLINE: SEE DWG BT120-CMP204 102 103 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRA D Y WAY 101 104 105 24 KEY MAP LA K E AV E S 106 107 22 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL CHANNELIZATION AND SIGNING PLAN GRADY STA 151+00 TO GRADY STA 156+50 BT120-CMP104 BT120 138 A M. ROUGH M. ROUGH L. GILBERT M. ROUGH 0 12/10/2024 MR LG MR ISSUED FOR BID 1 06/13/2025 MR DP MR ADDENDUM#1 A 10/24/2025 MR MS MR CoR Permit Revisions - CNWD #001 RTA/CN 0205-24 1"=20' A 10/23/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433205 X X UT VLT T TMH X X X X X X X X X X X X / / /////////// / / / ////////////// / // SL FO FO FO FO CENTURYLINK FO CENTURYLINK FO 3 1 R=111.0' 11' LANE 11' LANE 17' L A N E S27 S28 1 1 15 16 14 13 10 12 11 9 6 8 7 17 R4 LAKE 399+48 LAKE 400+00 LAK E 4 0 1 + 0 0 GRADY 160+46GRADY 157+00 GRADY 158+00 GRADY 159+00 GRADY 160+00 LAKE STA 400+00.05 = GRADY STA 158+70.91 RAILAKDW 722+12 RAILAK D W 7 1 9 + 0 0 RAILAKDW 7 2 0 + 0 0 RAILA K D W 7 2 1 + 0 0 RAILAKDW STA 722+12.21 = LAKE STA 401+91.32 19 20 18 21 S35 BT120-A5-002 BT120-D14-309 BT120-D14-310 BT 1 2 0 -G 5 - 6 0 0 S2 REMOVE SIGN INSTALL SIGN SOUND TRANSIT SIGN CODE EXISTING SIGN PROPOSED SIGN PAVEMENT MARKING POINT LEGEND R# S# X BT120-XX-XXX 1.SEE SHEET BT120-CMP100 FOR GENERAL CHANNELIZATION AND SIGNING NOTES. 2.SEE SHEETS BT120-CMS101-104 FOR SIGN SCHEDULES. 3.SEE SHEETS BT120-CMD101-107 FOR SIGN DETAILS, PAVEMENT MARKING POINT TABLES, AND CHANNELIZATION DETAILS. GENERAL NOTES: INSTALL 4" DOUBLE YELLOW PLASTIC CENTERLINE PER WSDOT STD PLAN M-20.10-04 INSTALL 4" YELLOW PLASTIC CENTERLINE PER WSDOT STD PLAN M-20.10-04 INSTALL 16" WHITE PLASTIC STOP BAR PER CITY OF RENTON STD PLAN 128 INSTALL 10' WIDE CROSSWALK PER CITY OF RENTON STD PLAN 128 INSTALL WHITE PLASTIC YIELD LINE PER WSDOT STD PLAN M-24.60-04 INSTALL 4" PROFILED EMBOSSED PLASTIC LANE LINE CONSISTING OF MMA PER WSDOT STD PLAN M-20.20-02 INSTALL 4" YELLOW PLASTIC EDGE LINE PER WSDOT STD PLAN M-20.10-04 KEY NOTES: 1 3 4 22 6 10 32 N 20 40 SCALE IN FEET 01020 (1" = 20') No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 1 9 / 2 5 | 10 : 3 3 A M | MR O U G H C: \ P W W O R K I N G \ J A C O B S _ B & I \ M A Y U M I . R O U G H @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C M P 1 0 1 - 1 0 7 . D W G S1-BT120-CMP101-107 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CAP001 xS1-BT120-VSF100 xS1-BT120-VRX001 xS1-BT120-RPP001 xS1-BT120-CMP001 xS1-BT120-CPP001 xS1-BT120-CMN101 GB-SEAL-JKH53550 xS1-BT120-GZK020 xS1-BT120-CLP001 GB-SEAL-MR46378 xS1-BT120-GZK010 xS1-BT120-CPP002 GB-SEAL-BM48810 xS1-BT120-CZN002 N S GRADY WAY CL BT120-C-LAKE CL BT120-C-GRADY LAK E A V E S MA T C H L I N E : G R A D Y S T A 1 5 6 + 5 0 SE E D W G BT 1 2 0 - C M P 1 0 4 MATC H L I N E : SEE D W G BT120 - C M P 2 0 4 MATCHLINE: LAKE STA 401+50 SEE DWG BT120-CMP106 102 103 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRA D Y WAY 101 104 105 22 6 6 4 4 1 6 6 6 6 6 1 3 6 KEY MAP LA K E AV E S 106 107 1 32 10 32 32 10 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT120-RPP201-BT120-RPP205 1 1 1 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL CHANNELIZATION AND SIGNING PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 BT120-CMP105 BT120 139 1 M. ROUGH M. ROUGH L. GILBERT M. ROUGH 0 12/10/2024 MR LG MR ISSUED FOR BID 1 06/13/2025 MR DP MR ADDENDUM#1 RTA/CN 0205-24 1"=20' 1 2 2 12 2 06/19/2025 DPMR ADDENDUM#2MR 06/19/2025 06/27/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433206 TRANSPORTATION OPERATION CBarnes 12/01/2025 E 2 - P S E 1 . 5 ' R E T W A L L P L A N T E R 3 S3 S4 S5 S6 S26 R2 19 20 R=140.0' R=50.0' 15' LANE 1 1 ' L A N E 1 1 ' L A N E ^ ^ ^ ^ ^ ^ F F F F C C S29 S301 2 4 11 12 9 10 13 14 22 23 3 5 6 7 8 15 16 17 18 26 25 2427 21 28 29 31 32 33 34 35 30 37 36 38 R=44.1' 15' LANE R5 39 LAKE 402+00 LAKE 403+00 LAKE 404+00 LA K E 4 0 5 + 0 0 N T C 5 1 8 + 7 5 N T C 5 1 8 + 0 0 S TC 619+04 S T C 6 1 8 + 0 0 S T C 6 1 9 + 0 0 RAILAKDW 722+12 R A I L A K D W 7 2 1 + 0 0 RAILAKDW 722+00 11 ' L A N E 10 ' B I K E L A N E BT120-D14-313 BT120-D14-314 BT120-G5-600 S2 BT120-D14-311 BT120-D14-312 REMOVE SIGN INSTALL SIGN SOUND TRANSIT SIGN CODE EXISTING SIGN PROPOSED SIGN PAVEMENT MARKING POINT LEGEND R# S# X BT120-XX-XXX 1.SEE SHEET BT120-CMP100 FOR GENERAL CHANNELIZATION AND SIGNING NOTES. 2.SEE SHEETS BT120-CMS101-104 FOR SIGN SCHEDULES. 3.SEE SHEETS BT120-CMD101-107 FOR SIGN DETAILS, PAVEMENT MARKING POINT TABLES, AND CHANNELIZATION DETAILS. GENERAL NOTES: INSTALL 4" DOUBLE YELLOW PLASTIC CENTERLINE PER WSDOT STD PLAN M-20.10-04 INSTALL 4" YELLOW PLASTIC CENTERLINE PER WSDOT STD PLAN M-20.10-04 INSTALL 16" WHITE STOP BAR PER CITY OF RENTON STD PLAN 128 INSTALL 4" WHITE PLASTIC EDGE LINE PER WSDOT STD PLAN M-20.10 INSTALL 10' WIDE CROSSWALK PER CITY OF RENTON STD PLAN 128 INSTALL WHITE PLASTIC YIELD LINE PER WSDOT STD PLAN M-24.60-04 INSTALL BICYCLE LANE SYMBOL PER WSDOT STD PLAN M-9.50-02 INSTALL CROSS BIKE PAVEMENT MARKING 780B PER CITY OF SEATTLE STD PLAN NO 780 INSTALL 4" WHITE PLASTIC LANE LINE PER WSDOT STD PLAN M-20.10 INSTALL 10' WIDE CROSSWALK PER CITY OF RENTON STD PLAN 127 INSTALL 8" WHITE PLASTIC DIAGONAL CROSSHATCH MARKING IN 10' WIDE SPACE PER WSDOT STD PLAN M-24.60-04 INSTALL WHITE FLEXIBLE GUIDE POST SURFACE MOUNT PER WSDOT STD PLAN M-40.10-04 KEY NOTES: 3 4 5 6 12 13 15 1 26 27 16 10 N 20 40 SCALE IN FEET 01020 (1" = 20') No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 3 / 2 5 | 2: 3 7 P M | MR O U G H C: \ P W W O R K I N G \ J A C O B S _ B & I \ M A Y U M I . R O U G H @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C M P 1 0 1 - 1 0 7 . D W G S1-BT120-CMP101-107 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CAP001 xS1-BT120-VSF100 xS1-BT120-VRX001 xS1-BT120-RPP001 xS1-BT120-CMP001 xS1-BT120-CPP001 xS1-BT120-CMN101 GB-SEAL-JKH53550 xS1-BT120-GZK020 xS1-BT120-CLP001 GB-SEAL-MR46378 xS1-BT120-GZK010 xS1-BT120-CPP002 GB-SEAL-BM48810 xS1-BT120-CZN002 N LAKE AVE S CL BT120-C-LAKE CL BT120-C-RAILAKDW MAT C H L I N E : L A K E S T A 4 0 1 + 5 0 SEE D W G BT1 2 0 - C M P 1 0 5 MATCHLINE: SEE DWG BT120-CMP204 MATCHLINE: SEE DWG BT120-CMP202 102 103 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRA D Y WAY 101 104 105 6 6 4 6 4 6 6 6 6 3 10 6 6 15 4 6 6 6 6 4 6 3 6 6 3 15 3 6 6 KEY MAP LA K E AV E S 106 107 MATCHLINE: LAKE STA 405+50 SEE DWG BT120-CMP107 5 12 12 4 4 13 13 3 3 16 5 26TYP.27 10' APART, TYP. 16 10' BIKE LANE 11' LANE UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT120-RPP201-BT120-RPP205 1 1 1 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL CHANNELIZATION AND SIGNING PLAN LAKE STA 401+50 TO LAKE STA 405+50 BT120-CMP106 BT120 140 1 M. ROUGH M. ROUGH L. GILBERT M. ROUGH 0 12/10/2024 MR LG MR ISSUED FOR BID 1 06/13/2025 MR DP MR ADDENDUM#1 RTA/CN 0205-24 1"=20' 6/12/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433207 REMOVE SIGN INSTALL SIGN SOUND TRANSIT SIGN CODE EXISTING SIGN PROPOSED SIGN PAVEMENT MARKING POINT LEGEND R# S# X BT120-XX-XXX 1.SEE SHEET BT120-CMP100 FOR GENERAL CHANNELIZATION AND SIGNING NOTES. 2.SEE SHEETS BT120-CMS101-104 FOR SIGN SCHEDULES. 3.SEE SHEETS BT120-CMD101-107 FOR SIGN DETAILS, PAVEMENT MARKING POINT TABLES, AND CHANNELIZATION DETAILS. GENERAL NOTES:KEY NOTES: INSTALL 4" WHITE PLASTIC EDGE LINE PER WSDOT STD PLAN M-20.10 INSTALL BICYCLE LANE SYMBOL PER WSDOT STD PLAN M-9.50-02 INSTALL CROSS BIKE PAVEMENT MARKING 780B PER CITY OF SEATTLE STD PLAN NO 780 INSTALL 8" WHITE PLASTIC DIAGONAL CROSSHATCH MARKING IN 10' WIDE SPACE PER WSDOT STD PLAN M-24.60-04 INSTALL WHITE FLEXIBLE GUIDE POST SURFACE MOUNT PER WSDOT STD PLAN M-40.10-04 INSTALL 6" WIDE 2' LENGTH 4' SPACING WHITE PAVEMENT MARKING 5 12 13 26 27 35 / / // / / 2 1 3 4 5 9 10 8 6 7 LAKE 408+29 LAKE 406+00 LAKE 407+00 LAKE 408+007.5' 5.1' 11' LANE 10' BIKE LANE 11 12 13 14 N 20 40 SCALE IN FEET 01020 (1" = 20') No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 3 / 2 5 | 2: 3 7 P M | MR O U G H C: \ P W W O R K I N G \ J A C O B S _ B & I \ M A Y U M I . R O U G H @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C M P 1 0 1 - 1 0 7 . D W G S1-BT120-CMP101-107 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CAP001 xS1-BT120-VSF100 xS1-BT120-VRX001 xS1-BT120-RPP001 xS1-BT120-CMP001 xS1-BT120-CPP001 xS1-BT120-CMN101 GB-SEAL-JKH53550 xS1-BT120-GZK020 xS1-BT120-CLP001 GB-SEAL-MR46378 xS1-BT120-GZK010 xS1-BT120-CPP002 GB-SEAL-BM48810 xS1-BT120-CZN002 102 103 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRA D Y WAY 101 104 105 KEY MAP LA K E AV E S 106 107 LAKE AVE SCL BT120-C-LAKE MA T C H L I N E : L A K E S T A 4 0 5 + 5 0 SE E D W G BT 1 2 0 - C M P 1 0 6 5 12 12 13 13 5 5 5 5 526TYP.27 10' APART TYP.R80.0' N 35 35 35 35 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL CHANNELIZATION AND SIGNING PLAN LAKE STA 405+50 TO LAKE STA 408+28.91 BT120-CMP107 BT120 141 1 M. ROUGH M. ROUGH L. GILBERT M. ROUGH 0 12/10/2024 MR LG MR ISSUED FOR BID 1 06/13/2025 MR DP MR ADDENDUM#1 RTA/CN 0205-24 1"=20' 6/12/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433208 42 N TC 511+00 N TC 512+00 N TC 513+00 N TC 514+00 S TC 611+00 S TC 612+00 S TC 613+00 S TC 614+00 SIGN VLT HH ^ ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ ^ ^ S7 S9 S8 S10 S16 R=215.0' R=13 0 . 0 ' R=126.0' 41 9. 0 ' 15' LANE 15' LANE 15' LANE 11.5' LANE 6.7'-11.4' LANDSCAPING 14' MULTI-PURPOSE PATH 34 S33 S21 S22 S25 4 23 25 24 26 15' LANE 17 20 1 2 15 3 20 21 22 19 18 17 36 37 39 40 35 14 139 8 105 6 7 11 12 27 28 29 32 30 31 34 33 38 5 S53 S54 9 TYP. S58 S59 BT120-D14-315 BT120-D14-316S20 BT120-R3-760 BT120-R1.B-700 BT120-R3-761 BT120-R1.B-701 BT120-R1.B-703 BT120-E3-417 BT120-R3-762 BT120-D14-317 BT120-D14-318 REMOVE SIGN INSTALL SIGN SOUND TRANSIT SIGN CODE EXISTING SIGN PROPOSED SIGN PAVEMENT MARKING POINT LEGEND R# S# X BT120-XX-XXX 1.SEE SHEET BT120-CMP100 FOR GENERAL CHANNELIZATION AND SIGNING NOTES. 2.SEE SHEETS BT120-CMS101-104 FOR SIGN SCHEDULES. 3.SEE SHEETS BT120-CMD101-107 FOR SIGN DETAILS, PAVEMENT MARKING POINT TABLES, AND CHANNELIZATION DETAILS. GENERAL NOTES: INSTALL 8" WHITE PLASTIC WIDE LANE LINE PER WSDOT STD PLAN M-20.10-04 INSTALL 16" WHITE STOP BAR PER CITY OF RENTON STD PLAN 128 INSTALL 4" WHITE PLASTIC EDGE LINE PER WSDOT STD PLAN M-20.10-04 INSTALL 10' WIDE CROSSWALK PER CITY OF RENTON STD PLAN 128 INSTALL TYPE 1S TRAFFIC ARROW PER WSDOT STD PLAN M-24.40-02 INSTALL 4" WHITE PLASTIC LANE LINE PER WSDOT STD PLAN M-20.10-04 INSTALL 10' WIDE CROSSWALK PER CITY OF RENTON STD PLAN 127 INSTALL BUS LANE LEGEND AND CHANNELIZATION PER BUS LANE DETAIL 1 ON BT120-CMD106 INSTALL BUS LANE LEGEND, TRAFFIC ARROWS, AND CHANNELIZATION PER BUS LANE DETAIL 4 ON BT120-CMD106 INSTALL 4" PROFILED PLASTIC DOTTED LANE LINE CONSISTING OF MMA PER WSDOT STD PLAN M-20.20-02 INSTALL 4" WIDE WHITE PLASTIC LINES WITH IN-FILL DIAGONAL LINES AT 45° TO DRIVE AISLE, 2' O.C. KEY NOTES: 2 4 6 15 16 17 20 21 34 9 5 N 20 40 SCALE IN FEET 01020 (1" = 20') No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 1 6 / 2 5 | 8: 5 3 A M | LR E D M A N C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - R E D M A N L \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C M P 2 0 1 - 2 0 5 . D W G S1-BT120-CMP201-205 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CAP001 xS1-BT120-VRX001 xS1-BTP120-VSF100 xS1-BT120-RPP001 xS1-BT120-CMP001 xS1-BT120-CPP001 xS1-BT120-CMN101 GB-SEAL-JKH53550 xS1-BT120-GZK020 xS1-BT120-CLP001 GB-SEAL-MR46378 xS1-BT120-GZK010 xS1-BT120-CZN002 Sewer Easement N MATCHLINE: SEE DWG BT120-CMP103 MA T C H L I N E : S E E D W G BT 1 2 0 - C M P 2 0 2 MA T C H L I N E : SE E D W G BT 1 2 0 - C M P 1 0 2 MATCHLINE: SEE DWG BT120-CMP203 102 103 106202 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRAD Y WAY 101 104 105 203 201 21 16 16 15 6 15 6 6 6 15 6 6 6 6 6 6 6 6 6 66 6 15 15 2 4 4 4 16 16 15 2 2 2 22 16 KEY MAP 107 SOUTH DRIVEWAY NORTH DRIVEWAY STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL CHANNELIZATION AND SIGNING PLAN S RENTON TRANSIT CENTER BT120-CMP201 BT120 142 A M. ROUGH M. ROUGH L. GILBERT M. ROUGH 0 12/10/2024 MR LG MR ISSUED FOR BID 1 06/13/2025 MR DP MR ADDENDUM#1 A 10/24/2025 MR MS MR CoR Permit Revisions - CNWD #001 RTA/CN 0205-24 1"=20' A 10/23/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433209 N TC 514+00 N TC 515+00 N TC 516+00 N TC 517+00 S TC 615+00 S TC 616+00 S TC 617+00 S TC 618+00 ^ ^ ^ ^ ^ ^ ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ S23 S24 15 15 15R=130.0' R=1 2 6 . 0 ' 15' LANE 15' LANE 15' LANE 15' LANE 19' LANE 8' LANDSCAPING 14' MULTI-PURPOSE PATH4 5 63 7 8 9 10 11 13 12 2 1 14 9 TYP. S60BT120-R3-763 REMOVE SIGN INSTALL SIGN SOUND TRANSIT SIGN CODE EXISTING SIGN PROPOSED SIGN PAVEMENT MARKING POINT LEGEND R# S# X BT120-XX-XXX 1.SEE SHEET BT120-CMP100 FOR GENERAL CHANNELIZATION AND SIGNING NOTES. 2.SEE SHEETS BT120-CMS101-104 FOR SIGN SCHEDULES. 3.SEE SHEETS BT120-CMD101-107 FOR SIGN DETAILS, PAVEMENT MARKING POINT TABLES, AND CHANNELIZATION DETAILS. GENERAL NOTES: INSTALL 10' WIDE CROSSWALK PER CITY OF RENTON STD PLAN 128 INSTALL TYPE 1S TRAFFIC ARROW PER WSDOT STD PLAN M-24.40-02 INSTALL WHITE PLASTIC YIELD LINE PER WSDOT STD PLAN M-24.60-04 INSTALL 4" WHITE PLASTIC LANE LINE PER WSDOT STD PLAN M-20.10-04 INSTALL BUS LANE LEGEND AND CHANNELIZATION PER BUS LANE DETAIL 1 ON BT120-CMD106 INSTALL BUS LANE LEGEND, TRAFFIC ARROWS, AND CHANNELIZATION PER BUS LANE DETAIL 3 ON BT120-CMD106 INSTALL 6" WHITE CROSSWALK MARKINGS, 5' WIDE CROSSWALK (OUTSIDE OF STRIPE TO OUTSIDE OF STRIPE). PAVEMENT MARKING MATERIAL SHALL BE PER CITY OF RENTON STD PLAN 109. KEY NOTES: 6 15 17 19 31 9 10 N 20 40 SCALE IN FEET 01020 (1" = 20') No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 1 6 / 2 5 | 8: 5 8 A M | LR E D M A N C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - R E D M A N L \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C M P 2 0 1 - 2 0 5 . D W G S1-BT120-CMP201-205 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CAP001 xS1-BT120-VRX001 xS1-BTP120-VSF100 xS1-BT120-RPP001 xS1-BT120-CMP001 xS1-BT120-CPP001 xS1-BT120-CMN101 GB-SEAL-JKH53550 xS1-BT120-GZK020 xS1-BT120-CLP001 GB-SEAL-MR46378 xS1-BT120-GZK010 xS1-BT120-CZN002 Sewer Easement N MA T C H L I N E : SE E D W G BT 1 2 0 - C M P 2 0 1 MA T C H L I N E : SE E D W G BT 1 2 0 - C M P 1 0 6 MATCHLINE: SEE DWG BT120-CMP204 102 103 106 201 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRAD Y WAY 101 104 105 203 202 6 6 15 6 15 6 6 6 10 17 10 10 19 KEY MAP 107 SOUTH DRIVEWAY NORTH DRIVEWAY 31 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL CHANNELIZATION AND SIGNING PLAN S RENTON TRANSIT CENTER BT120-CMP202 BT120 143 A M. ROUGH M. ROUGH L. GILBERT M. ROUGH 0 12/10/2024 MR LG MR ISSUED FOR BID 1 06/13/2025 MR DP MR ADDENDUM#1 A 10/24/2025 MR MS MR CoR Permit Revisions - CNWD #001 RTA/CN 0205-24 1"=20' A 10/23/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433210 RAILAKDW 716+00 E 2VLTS S11 S12 S18 S17 11 9.0' TYP. 20 . 0 ' 5.0' TYP. 9. 0 ' 20.0' TYP. TY P . 20.0' 9 . 0 ' 5 TYP. TYP. R=15.0' 11.5' LANE 11' LANE 11' LANE 24.0' 24 . 0 ' 24 . 0 ' 24.0' S33 S36 S38 S37 S41 S42 S39 S40 S19 24.0' 24.0'TYP. T Y P . 24.0' 24.0' 24.0'24.0' 3 4 5 5 TYP. 17.7' 16.1' 10 24.0' 17 1 2 1 6 7 9 8 11 25 24.0' 2 1 0 . 0 ' 10 . 0 ' 10 . 0 ' 10 . 0 ' 10 . 0 ' 10 . 0 ' 10 . 0 ' 10 . 0 ' 10 . 0 ' 10 . 0 ' 10 . 0 ' 10 . 0 ' 10 . 0 ' 10 . 0 ' 1 0 . 0 ' 1 0 . 0 ' 1 0 . 0 ' 1 0 . 0 ' 1 0 . 0 ' 1 0 . 0 ' 9 TYP. 11.0' 11.0' 2. 0 ' TY P . 4.0' 14TYP. 9.0'9.0' 9.0'9.0' 14 TYP. S45 12 13 14 15 16 S55 S61 BT120-C6.D-213 BT120-F1.D-503 BT120-F5-504 2. 0 ' TY P . BT120-R1.C-705 BT120-R1.C-706 BT120-R4-711 BT120-G5-601 BT120-R1.C-707 BT120-R1.C-708 BT120-R1.C-709 BT120-R1.C-710 BT120-G5-603 BT120-G5-602 BT120-R1.T-712 BT120-R1(KC)-764 BT120-R1(KC)-715 BT120-R1(KC)-716 BT120-R1.E-714 BT120-R1.D-713 S62 S63 S64 39 17 1839 REMOVE SIGN INSTALL SIGN SOUND TRANSIT SIGN CODE EXISTING SIGN PROPOSED SIGN PAVEMENT MARKING POINT LEGEND R# S# X BT120-XX-XXX INSTALL 4" YELLOW PLASTIC CENTERLINE PER WSDOT STD PLAN M-20.10-04 INSTALL 16" WHITE STOP BAR PER CITY OF RENTON STD PLAN 128 INSTALL 4" WHITE PLASTIC EDGE LINE PER WSDOT STD PLAN M-20.10-04 INSTALL TYPE 2SR TRAFFIC ARROW PER WSDOT STD PLAN M-24.40-02 INSTALL TYPE 1S TRAFFIC ARROW PER WSDOT STD PLAN M-24.40-02 INSTALL WHITE PLASTIC YIELD LINE PER WSDOT STD PLAN M-24.60-04 INSTALL ACCESS PARKING SPACE SYMBOL (STANDARD) PER WSDOT STD PLAN M-24.60-04 INSTALL 4" WIDE WHITE PLASTIC LINES WITH IN-FILL DIAGONAL LINES AT 45° TO PARKING STALLS, 2' O.C. INSTALL 10' WIDE CROSSWALK PER CITY OF RENTON STD PLAN 127 INSTALL ELECTRIC VEHICLE CHARGING SYMBOL PER DETAIL 3 ON BT120-CMS107 INSTALL BOLLARD SIGN POST PER DETAIL 1 ON BT120-CMD101 INSTALL FIRE LANE NO PARKING LEGEND PER DETAIL 2 ON BT120-CMS104 KEY NOTES: 4 11 14 16 25 9 33 8 3 5 10 39 1.SEE SHEET BT120-CMP100 FOR GENERAL CHANNELIZATION AND SIGNING NOTES. 2.SEE SHEETS BT120-CMS101-104 FOR SIGN SCHEDULES. 3.SEE SHEETS BT120-CMD101-107 FOR SIGN DETAILS, PAVEMENT MARKING POINT TABLES, AND CHANNELIZATION DETAILS. GENERAL NOTES: N MATCHLINE: SEE DWG BT120-CMP205 20 40 SCALE IN FEET 01020 (1" = 20') No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 0 / 2 5 | 11 : 4 4 A M | LR E D M A N C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - R E D M A N L \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C M P 2 0 1 - 2 0 5 . D W G S1-BT120-CMP201-205 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CAP001 xS1-BT120-VRX001 xS1-BTP120-VSF100 xS1-BT120-RPP001 xS1-BT120-CMP001 xS1-BT120-CPP001 xS1-BT120-CMN101 GB-SEAL-JKH53550 xS1-BT120-GZK020 xS1-BT120-CLP001 GB-SEAL-MR46378 xS1-BT120-GZK010 xS1-BT120-CZN002 N RAINIER AND LAKE DWY CL BT120-C-RAILAKDW R A I N I E R A V E S M A T C H L I N E : SE E D W G B T 1 2 0 - C M P 2 0 4 MA T C H L I N E : SE E D W G BT 1 2 0 - C M P 1 0 2 M A T C H L I N E : S E E D W G B T 1 2 0 - C M P 1 0 1 MATCHLINE: SEE DWG BT120-CMP201 102 103 201 202 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRAD Y WAY 101 104 105 203 10 16 16 16 16 16 16 16 10 4 3 KEY MAP 107 106 4 4 4 4 4 8 S32 S31 S15 S14S13 3333 33 33 33 33 33 33 33 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL CHANNELIZATION AND SIGNING PLAN S RENTON TRANSIT CENTER BT120-CMP203 BT120 144 A M. ROUGH M. ROUGH L. GILBERT M. ROUGH 0 12/10/2024 MR LG MR ISSUED FOR BID 1 06/13/2025 MR DP MR ADDENDUM#1 A 10/24/2025 MR MS MR CoR Permit Revisions - CNWD #001 RTA/CN 0205-24 1"=20' A A A A A A 10/23/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433211 LAKE 400+00 LAK E 4 0 1 + 0 0 GRADY 15 9 + 0 0 LAKE STA 400+00.05 RAILAKDW 717+00 RAILAKDW 718+00 RAILAKDW 719+00 RAILA K D W 7 2 0 + 0 0 RAIL A K D W 7 2 1 + 0 0 CONC SW 2VLTS SW X S11 S12 31 3 14.8' 68 . 6 ' T Y P . 65 . 0 ' TYP. TY P . 5 TYP. R=100.0' R=87.0' 20' L A N E 12' L A N E 12' L A N E 11' L A N E 11' L A N E 24.0' S42 S44 17. 7 ' 1 8 2 3 4 5 7 6 30 30 9 TYP. BT 1 2 0 - G 5 - 6 0 3 BT 1 2 0 - G 5 - 6 0 2 BT 1 2 0 - R 1 . T - 7 1 2 BT 1 2 0 - R 1 ( K C ) - 7 6 4 BT 1 2 0 - R 1 ( K C ) - 7 1 5 BT 1 2 0 - R 1 ( K C ) - 7 1 6 BT 1 2 0 - R 1 . E - 7 1 4 BT 1 2 0 - R 1 . D - 7 1 3 BT120-R1.J-704 39 17 18 39 REMOVE SIGN INSTALL SIGN SOUND TRANSIT SIGN CODE EXISTING SIGN PROPOSED SIGN PAVEMENT MARKING POINT LEGEND R# S# X BT120-XX-XXX INSTALL 4" YELLOW PLASTIC CENTERLINE PER WSDOT STD PLAN M-20.10-04 INSTALL 4" WHITE PLASTIC EDGE LINE PER WSDOT STD PLAN M-20.10-04 INSTALL TYPE 1S TRAFFIC ARROW PER WSDOT STD PLAN M-24.40-02 INSTALL 4" WHITE PLASTIC CROSSHATCH MARKING PER DETAIL 4 ON BT120-CMD107 INSTALL 6" WHITE CROSSWALK MARKINGS, 5' WIDE CROSSWALK (OUTSIDE OF STRIPE TO OUTSIDE OF STRIPE). PAVEMENT MARKING MATERIAL SHALL BE PER CITY OF RENTON STD PLAN 109. KEY NOTES: 30 31 9 5 31.SEE SHEET BT120-CMP100 FOR GENERAL CHANNELIZATION AND SIGNING NOTES. 2.SEE SHEETS BT120-CMS101-104 FOR SIGN SCHEDULES. 3.SEE SHEETS BT120-CMD101-107 FOR SIGN DETAILS, PAVEMENT MARKING POINT TABLES, AND CHANNELIZATION DETAILS. GENERAL NOTES: N 20 40 SCALE IN FEET 01020 (1" = 20') No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 1 6 / 2 5 | 9: 0 7 A M | LR E D M A N C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - R E D M A N L \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C M P 2 0 1 - 2 0 5 . D W G S1-BT120-CMP201-205 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CAP001 xS1-BT120-VRX001 xS1-BTP120-VSF100 xS1-BT120-RPP001 xS1-BT120-CMP001 xS1-BT120-CPP001 xS1-BT120-CMN101 GB-SEAL-JKH53550 xS1-BT120-GZK020 xS1-BT120-CLP001 GB-SEAL-MR46378 xS1-BT120-GZK010 xS1-BT120-CZN002 Sewer Easement N RAINIER AND LAKE DWY CL BT120-C-RAILAKDW MA T C H L I N E : SE E D W G BT 1 2 0 - C M P 2 0 3 MA T C H L I N E : SE E D W G BT 1 2 0 - C M P 2 0 5 MATCHLINE: SEE DWG BT120-CMP202 MATCHLIN E : SEE DWG BT120-CM P 1 0 4 MATCHLI N E : SEE DWG BT120-CM P 1 0 5 MA T C H L I N E : SE E D W G BT 1 2 0 - C M P 1 0 6 102 103 201 202 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRAD Y WAY 101 104 105 203 204 31 31 31 5 5 31 KEY MAP 107 106 31 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL CHANNELIZATION AND SIGNING PLAN S RENTON TRANSIT CENTER BT120-CMP204 BT120 145 A M. ROUGH M. ROUGH L. GILBERT M. ROUGH 0 12/10/2024 MR LG MR ISSUED FOR BID 1 06/13/2025 MR DP MR ADDENDUM#1 A 10/24/2025 MR MS MR CoR Permit Revisions - CNWD #001 RTA/CN 0205-24 1"=20' A 10/23/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433212 GRA D Y 1 5 3 + 0 0 GRA D Y 1 5 4 + 0 0 S W SW D R W E E EE 6'11 " HH 9.0'2 0 . 0 ' TYP. T Y P . 5 TYP. 24.0' S47 S49 S51S43 S46 S48 S50 2 4 . 0 ' 24.0' 24.0' 20.0' 9 . 0 ' TYP. T Y P . 24.0' 24.0' R A I N I E R 2 0 2 + 0 0 10.0' 10.0' 1 0 . 0 ' 1 0 . 0 ' 1 0 . 0 ' 1 0 . 0 ' 1 0 . 0 ' 1 0 . 0 ' 9 TYP. S52 1 2 3 8 4 4 S1 BT120-G5-601 BT120-R1.C-719 BT120-R1.C-722 BT120-R1.C-723 BT120-R4-724BT120-A1-003 BT120-D14-321 BT120-D14-322 BT120-R1.C-724 BT120-R1.C-725 BT120-D14-319 BT120-D14-320 BT120-R1.C-717 BT120-R1.C-718 REMOVE SIGN INSTALL SIGN SOUND TRANSIT SIGN CODE EXISTING SIGN PROPOSED SIGN PAVEMENT MARKING POINT LEGEND R# S# X BT120-XX-XXX 1.SEE SHEET BT120-CMP100 FOR GENERAL CHANNELIZATION AND SIGNING NOTES. 2.SEE SHEETS BT120-CMS101-104 FOR SIGN SCHEDULES. 3.SEE SHEETS BT120-CMD101-107 FOR SIGN DETAILS, PAVEMENT MARKING POINT TABLES, AND CHANNELIZATION DETAILS. GENERAL NOTES: INSTALL 16" WHITE STOP BAR PER CITY OF RENTON STD PLAN 128 INSTALL 4" WHITE PLASTIC EDGE LINE PER WSDOT STD PLAN M-20.10-04 INSTALL TYPE 2SR TRAFFIC ARROW PER WSDOT STD PLAN M-24.40-02 INSTALL TYPE 1S TRAFFIC ARROW PER WSDOT STD PLAN M-24.40-04 KEY NOTES: 8 4 9 5 N MATCHLINE: SEE DWG BT120-CMP203 20 40 SCALE IN FEET 01020 (1" = 20') No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 1 6 / 2 5 | 9: 1 1 A M | LR E D M A N C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - R E D M A N L \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C M P 2 0 1 - 2 0 5 . D W G S1-BT120-CMP201-205 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CAP001 xS1-BT120-VRX001 xS1-BTP120-VSF100 xS1-BT120-RPP001 xS1-BT120-CMP001 xS1-BT120-CPP001 xS1-BT120-CMN101 GB-SEAL-JKH53550 xS1-BT120-GZK020 xS1-BT120-CLP001 GB-SEAL-MR46378 xS1-BT120-GZK010 xS1-BT120-CZN002 Sewer Easement N MAT C H L I N E : SEE D W G BT1 2 0 - C M P 1 0 4 M A T C H L I N E : S E E D W G B T 1 2 0 - C M P 1 0 1 102 103 201 202 204 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRAD Y WAY 101 104 105 203 205 KEY MAP 107 106 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL CHANNELIZATION AND SIGNING PLAN S RENTON TRANSIT CENTER BT120-CMP205 BT120 146 A M. ROUGH M. ROUGH L. GILBERT M. ROUGH 0 12/10/2024 MR LG MR ISSUED FOR BID 1 06/13/2025 MR DP MR ADDENDUM#1 A 10/24/2025 MR MS MR CoR Permit Responses - CNWD #001 RTA/CN 0205-24 1"=20' A A A 10/23/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433213 PROPOSED SIGNS SIGN NO.SIGN DESCRIPTION SIGN CODE ALIGNMENT STATION OFFSET SIGN WIDTH (X) SIGN HEIGHT (Y)INSTALLATION REMARKS S1 PRIMARY LINK A1 (ST) BT120-A1-003 RAINIER 202+17.35 71.39' RT 36"68"SEE DETAIL 2 ON BT120-CMD101 FOR FOOTING. SIGN AND POST TO BE PROCURED AND INSTALLED BY SOUND TRANSIT. CONTRACTOR TO COORDINATE INSTALLMENT WITH SOUND TRANSIT. S2 STOP SIGN R1-1 RAILAKDW 721+51.66 19.59' RT 30"30" GUIDE SIGN G5 (ST) BT120-G5-600 24"36" G5 SIGN TO BE PROCURED AND INSTALLED BY SOUND TRANSIT. CONTRACTOR TO COORDINATE INSTALLMENT WITH SOUND TRANSIT. S3 DO NOT ENTER R5-1 S TC 618+35.25 22.07' RT 30"30" EXCEPT TRANSIT SPECIAL 1 40"12"MOUNT BELOW R5-1. SEE BT120-CMS104 SIGN DETAIL 1. ONE WAY R6-1R 36"12"MOUNT BELOW SPECIAL 1 ONE WAY R6-1L 36"12"MOUNT ON BACKSIDE OF R6-1R S4 DO NOT ENTER R5-1 S TC 618+35.25 18.71' LT 30"30" EXCEPT TRANSIT SPECIAL 1 40"12"MOUNT BELOW R5-1. SEE BT120-CMS104 SIGN DETAIL 1. ONE WAY R6-1R 36"12"MOUNT BELOW SPECIAL 1 ONE WAY R6-1L 36"12"MOUNT ON BACKSIDE OF R6-1R S5 STOP SIGN R1-1 N TC 518+06.57 17.98' RT 30"30"SEE NOTE 5 MOUNT ON PROPOSED STREET LIGHT RIGHT LANE MUST TURN RIGHT R3-5R 30"36"SEE NOTE 5 MOUNT BELOW R1-1 DO NOT ENTER R5-1 30"30"SEE NOTE 5 MOUNT ON BACKSIDE OF R1-1 AND R3-5R WRONG WAY R5-1A 36"24"SEE NOTE 5 MOUNT ON BACKSIDE OF R1-1 AND R3-5R AND BELOW R5-1 S6 STOP SIGN R1-1 N TC 518+05.95 18.96' LT 30"30"SEE NOTE 5 MOUNT ON PROPOSED STREET LIGHT LEFT LANE MUST TURN LEFT R3-5L 30"36"SEE NOTE 5 MOUNT BELOW R1-1 DO NOT ENTER R5-1 30"30"SEE NOTE 5 MOUNT ON BACKSIDE OF R1-1 AND R3-5L WRONG WAY R5-1A 36"24"SEE NOTE 5 MOUNT ON BACKSIDE OF R1-1 AND R3-5L AND BELOW R5-1 S7 U TURN PERMITTED R2-15 NTC 512+34.65 21.81' RT 24"30" S8 U TURN PERMITTED R2-15 S TC 613+00.05 24.60' LT 24"30" S9 DO NOT ENTER R5-1 N TC 510+73.35 30.87' LT 30"30"SEE NOTE 4 EXCEPT TRANSIT SPECIAL 1 40"12"SEE NOTE 4 MOUNT BELOW R5-1. SEE BT120-CMS104 SIGN DETAIL 1. ONE WAY R6-1R 36"12"SEE NOTE 4 S10 DO NOT ENTER R5-1 S TC 610+61.32 20.89' RT 30"30"SEE NOTE 4 WRONG WAY R5-1A 36"24"SEE NOTE 4 MOUNT BELOW R5-1 S11 PARKING RESTRICTIONS R1.U (ST) BT120-R1.E-714 S TC 613+11.66 131.43' RT 12"18"SEE DETAIL 1 ON BT120-CMD101 FOR BOLLARD SIGN POST INSTALLATION RESERVED ELECTRIC FLEET VEHICLE ONLY AND RESERVED SECURITY AND POLICE PARKING ONLY SIGNS. TWO SIGNS ON SIGN POST BACK TO BACK. SIGNS TO BE PROCURED AND INSTALLED BY SOUND TRANSIT. CONTRACTOR TO COORDINATE INSTALLMENT WITH SOUND TRANSIT. R1.D (ST) BT120-R1.D-713 12"18"SEE DETAIL 1 ON BT120-CMD101 FOR BOLLARD SIGN POST INSTALLATION S12 PARKING RESTRICTIONS R1 (KC) BT120-R1(KC)-715 BT120-R1(KC)-716 S TC 613+11.42 140.43' RT 12"18" SEE DETAIL 1 ON BT120-CMD101 FOR BOLLARD SIGN POST INSTALLATION TWO RESERVED KC METRO MAINT SIGNS. TWO SIGNS ON SIGN POST BACK TO BACK. SIGNS TO BE PROCURED AND INSTALLED BY SOUND TRANSIT. CONTRACTOR TO COORDINATE INSTALLMENT WITH SOUND TRANSIT.SEE DETAIL 1 ON BT120-CMD101 FOR BOLLARD SIGN POST INSTALLATION S13 RESERVED PARKING R7-801 S TC 612+03.97 61.50' RT 12"18"SEE DETAIL 1 ON BT120-CMD101 FOR BOLLARD SIGN POST INSTALLATION S14 RESERVED PARKING R7-801 S TC 612+17.98 61.50' RT 12"18"SEE DETAIL 1 ON BT120-CMD101 FOR BOLLARD SIGN POST INSTALLATION S15 RESERVED PARKING R7-801 S TC 612+32.99 61.50' RT 12"18"SEE DETAIL 1 ON BT120-CMD101 FOR BOLLARD SIGN POST INSTALLATION VAN ACCESSIBLE R7-801A 12"6"SEE DETAIL 1 ON BT120-CMD101 FOR BOLLARD SIGN POST INSTALLATION MOUNT BELOW R7-801 S16 PARKING RESTRICTIONS R1.B (ST) BT120-R1.B-703 S TC 612+93.60 36.10' RT 12"18"SEE DETAILS 1 AND 2 ON BT120-CMD102 FOR FOOTING AND SIGN POST. SIGN TO BE PROCURED AND INSTALLED BY SOUND TRANSIT. CONTRACTOR TO COORDINATE INSTALLMENT WITH SOUND TRANSIT.ST PARATRANSIT E3 (ST) BT120-E3-417 18"24" S17 SPEED LIMIT 10 R2-1 S TC 611+49.23 82.88' RT 24"30"MOUNT ABOVE R5-1 DO NOT ENTER R5-1 30"30"MOUNT BELOW R2-1 S18 YIELD R1-2 S TC 611+26.65 82.28' RT 36"36" DO NOT ENTER R5-1 30"30"MOUNT ON BACKSIDE OF R1-2 NOTES: 1 SEE MUTCD, WSDOT SIGN FABRICATION MANUAL, AND SOUND TRANSIT CUSTOMER SIGNAGE MANUAL FOR STANDARD SIGN CODES. 2 REFER TO TRAFFIC SIGNAL PLANS FOR SIGNAGE ON SIGNAL POLES AND MAST ARMS. 3 UNLESS OTHERWISE NOTED, SIGN INSTALLATION IS PER WSDOT STD PLAN G-24.50-05. 4 REFER TO CITY OF RENTON SECTION G STANDARD PLAN 129 FOR SIGN INSTALLATION. 5 REFER TO WSDOT STD PLAN G-30.10-04 FOR SIGN INSTALLATION ON STREET LIGHT POLE. 6 CONTRACTOR TO INSTALL FOOTINGS, SIGN POSTS , AND MOUNTING HARDWARE AT LOCATIONS WHERE SIGNS ARE PROCURED AND INSTALLED BY SOUND TRANSIT UNLESS OTHERWISE NOTED. No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 1 3 / 2 5 | 11 : 2 8 A M | LR E D M A N C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - R E D M A N L \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C M S 1 0 1 - 1 0 4 . D W G S1-BT120-CMS101-104 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 S1-BT120-CMP101-107 S1-BT120-CMP201-205 GB-SEAL-MR46378 GB-SEAL-BM48810 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL SIGN SCHEDULE PROPOSED BT120-CMS101 BT120 147 A M. ROUGH M. ROUGH L. GILBERT M. ROUGH 0 12/10/2024 MR LG MR ISSUED FOR BID 1 06/13/2025 MR DP MR ADDENDUM#1 A 10/24/2025 MR MS MR CoR Permit Responses - CNWD #001 RTA/CN 0205-24 NTS A 10/23/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433214 PROPOSED SIGNS SIGN NO.SIGN DESCRIPTION SIGN CODE ALIGNMENT STATION OFFSET SIGN WIDTH (X) SIGN HEIGHT (Y)INSTALLATION REMARKS S19 BICYCLE PARKING C6.D (ST) BT120-C6.D-213 S TC 611+01.08 97.90' RT 17"44"SEE NOTE 5, BASE OF SIGN TO BE 2'-0" ABOVE ADJACENT SIDEWALK MOUNT ON PROPOSED STREET LIGHT. SIGNS TO BE PROCURED AND INSTALLED BY SOUND TRANSIT. CONTRACTOR TO COORDINATE INSTALLMENT WITH SOUND TRANSIT.BICYCLE F1.D (ST) BT120-F1.D-503 12"12"SEE DETAIL 1 ON BT120-CMD103 FOR LIGHT POLE ATTACHMENT S20 PEDESTRIAN DIRECTIONAL D14 (ST) BT120-D14-315 BT120-D14-316 N TC 511+00.23 21.73' LT 17"28"SEE NOTE 5 MOUNT TWO SIGNS BACK TO BACK ON PROPOSED STREET LIGHT. SIGNS TO BE PROCURED AND INSTALLED BY SOUND TRANSIT. CONTRACTOR TO COORDINATE INSTALLMENT WITH SOUND TRANSIT. S21 PARKING RESTRICTIONS R1.B (ST) BT120-R1.B-700 S TC 611+73.97 36.10' RT 12"18" SIGNS TO BE PROCURED AND INSTALLED BY SOUND TRANSIT. CONTRACTOR TO COORDINATE INSTALLMENT WITH SOUND TRANSIT. S22 CROSSING LOOK BOTH WAYS R3 (ST) BT120-R3-761 S TC 612+18.92 36.50' RT 24"24"MOUNT R3 FACING TRANSIT CENTER AND R1.B ON BACKSIDE OF R3. SIGN TO BE PROCURED AND INSTALLED BY SOUND TRANSIT. CONTRACTOR TO COORDINATE INSTALLMENT WITH SOUND TRANSIT.PARKING RESTRICTIONS R1.B (ST) BT120-R1.B-701 12"18" S23 YIELD R1-2 S TC 617+85.12 19.93' LT 36"36" S24 YIELD R1-2 S TC 617+89.88 31.69' RT 36"36" ONE WAY R6-1L 36"12"MOUNT BELOW R1-2. S25 PEDESTRIAN DIRECTIONAL D14 (ST) BT120-D14-317 BT120-D14-318 S TC 612+49.29 18.60' RT 17"28"SEE NOTE 5 MOUNT SIGNS ON PROPOSED STREET LIGHT. TWO SIGNS BACK TO BACK TO BE PROCURED AND INSTALLED BY SOUND TRANSIT. CONTRACTOR TO COORDINATE INSTALLMENT WITH SOUND TRANSIT. S26 SPEED LIMIT 15 R2-1 LAKE 404+63.97 27.17' LT 24"30" S27 FACILITY A5 (ST) BT120-A5-002 LAKE 400+46.87 46.08' LT 96"16" SEE DETAIL 2 ON BT120-CMD101 AND DETAIL 3 ON BT120-CMD102 FOR FOOTING AND LAYOUT. SIGN TO BE PROCURED AND INSTALLED BY SOUND TRANSIT ON FOOTINGS. CONTRACTOR TO COORDINATE INSTALLMENT WITH SOUND TRANSIT. S28 PEDESTRIAN DIRECTIONAL D14 (ST) BT120-D14-309 BT120-D14-310 LAKE 400+70.48 38.70' LT 17"28" SIGNS TO BE PROCURED AND INSTALLED BY SOUND TRANSIT. CONTRACTOR TO COORDINATE INSTALLMENT WITH SOUND TRANSIT. TWO SIGNS ON SIGN POST BACK TO BACK. S29 PEDESTRIAN DIRECTIONAL D14 (ST) BT120-D14-313 BT120-D14-314 LAKE 404+27.57 22.70' LT 17"28" SIGNS TO BE PROCURED AND INSTALLED BY SOUND TRANSIT. CONTRACTOR TO COORDINATE INSTALLMENT WITH SOUND TRANSIT. TWO SIGNS ON SIGN POST BACK TO BACK. S30 PEDESTRIAN DIRECTIONAL D14 (ST) BT120-D14-311 BT120-D14-312 RAILKDW 721+70.82 22.73' LT 17"28" SIGNS TO BE PROCURED AND INSTALLED BY SOUND TRANSIT. CONTRACTOR TO COORDINATE INSTALLMENT WITH SOUND TRANSIT. TWO SIGNS ON SIGN POST BACK TO BACK. S31 RESERVED PARKING R7-801 S TC 612+54.99 61.50' RT 12"18"SEE DETAIL 1 ON BT120-CMD101 FOR BOLLARD SIGN POST INSTALLATION VAN ACCESSIBLE R7-801A 12"6"SEE DETAIL 1 ON BT120-CMD101 FOR BOLLARD SIGN POST INSTALLATION MOUNT BELOW R7-801 S32 RESERVED PARKING R7-801 S TC 612+69.99 61.50' RT 12"18"SEE DETAIL 1 ON BT120-CMD101 FOR BOLLARD SIGN POST INSTALLATION S33 RESERVED PARKING R7-801 S TC 612+83.99 61.50' RT 12"18"SEE DETAIL 1 ON BT120-CMD101 FOR BOLLARD SIGN POST INSTALLATION S34 MANDATORY MOVEMENT LANE CONTROL R3-5R RAINIER 205+98.75 63.64' LT 30"36"SEE NOTE 5 INSTALL ON PROPOSED STREET LIGHT POLE. S35 YIELD R1-2 LAKE 401+17.81 35.78 36"36" S36 PARKING RESTRICTIONS R1.T (ST) BT120-R1.T-712 S TC 613+11.90 122.44' RT 12"18"SEE DETAIL 1 ON BT120-CMD101 FOR BOLLARD SIGN POST INSTALLATION RESERVED ELECTRIC FLEET VEHICLE ONLY AND RESERVED KC METRO MAINT. TWO SIGNS ON SIGN POST BACK TO BACK. SIGNS TO BE PROCURED AND INSTALLED BY SOUND TRANSIT. CONTRACTOR TO COORDINATE INSTALLMENT WITH SOUND TRANSIT. R1 (KC) BT120-R1(KC)-764 12"18"SEE DETAIL 1 ON BT120-CMD101 FOR BOLLARD SIGN POST INSTALLATION S37 REGULATORY R4 (ST) BT120-R4-711 RAINIER 204+00.46 78.19' RT 24"36"SEE NOTE 5 MOUNT ON PROPOSED STREET LIGHT. SIGNS TO BE PROCURED AND INSTALLED BY SOUND TRANSIT. CONTRACTOR TO COORDINATE INSTALLMENT WITH SOUND TRANSIT.GUIDE SIGN G5 (ST) BT120-G5-601 24"36"SEE NOTE 5 S38 PARKING RESTRICTIONS R1.C (ST) BT120-R1.C-705 BT120-R1.C-706 RAINIER 204+33.88 142.63' RT 12"18"SEE NOTE 5 MOUNT TWO SIGNS BACK TO BACK ON PROPOSED STREET LIGHT. SIGNS TO BE PROCURED AND INSTALLED BY SOUND TRANSIT. CONTRACTOR TO COORDINATE INSTALLMENT WITH SOUND TRANSIT. S39 PARKING RESTRICTIONS R1.C (ST) BT120-R1.C-707 BT120-R1.C-708 S TC 612+44.71 140.86' RT 12"18"SEE NOTE 5 MOUNT TWO SIGNS BACK TO BACK ON PROPOSED STREET LIGHT. SIGNS TO BE PROCURED AND INSTALLED BY SOUND TRANSIT. CONTRACTOR TO COORDINATE INSTALLMENT WITH SOUND TRANSIT. S40 PARKING RESTRICTIONS R1.C (ST) BT120-R1.C-709 BT120-R1.C-710 S TC 612+98.39 186.31' RT 12"18"SEE NOTE 5 MOUNT TWO SIGNS BACK TO BACK ON PROPOSED STREET LIGHT. SIGNS TO BE PROCURED AND INSTALLED BY SOUND TRANSIT. CONTRACTOR TO COORDINATE INSTALLMENT WITH SOUND TRANSIT. NOTES: 1 SEE MUTCD, WSDOT SIGN FABRICATION MANUAL, AND SOUND TRANSIT CUSTOMER SIGNAGE MANUAL FOR STANDARD SIGN CODES. 2 REFER TO TRAFFIC SIGNAL PLANS FOR SIGNAGE ON SIGNAL POLES AND MAST ARMS. 3 UNLESS OTHERWISE NOTED, SIGN INSTALLATION IS PER WSDOT STD PLAN G-24.50-05. 4 REFER TO CITY OF RENTON SECTION G STANDARD PLAN 129 FOR SIGN INSTALLATION. 5 REFER TO WSDOT STD PLAN G-30.10-04 FOR SIGN INSTALLATION ON STREET LIGHT POLE. 6 CONTRACTOR TO INSTALL FOOTINGS, SIGN POSTS , AND MOUNTING HARDWARE AT LOCATIONS WHERE SIGNS ARE PROCURED AND INSTALLED BY SOUND TRANSIT UNLESS OTHERWISE NOTED. No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 3 / 2 5 | 2: 4 0 P M | MR O U G H C: \ P W W O R K I N G \ J A C O B S _ B & I \ M A Y U M I . R O U G H @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C M S 1 0 1 - 1 0 4 . D W G S1-BT120-CMS101-104 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 S1-BT120-CMP101-107 S1-BT120-CMP201-205 GB-SEAL-MR46378 GB-SEAL-BM48810 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL SIGN SCHEDULE PROPOSED BT120-CMS102 BT120 148 1 M. ROUGH M. ROUGH L. GILBERT M. ROUGH 0 12/10/2024 MR LG MR ISSUED FOR BID 1 06/13/2025 MR DP MR ADDENDUM#1 RTA/CN 0205-24 NTS 1 1 1 6/12/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433215 PROPOSED SIGNS SIGN NO.SIGN DESCRIPTION SIGN CODE ALIGNMENT STATION OFFSET SIGN WIDTH (X) SIGN HEIGHT (Y)INSTALLATION REMARKS S41 STOP SIGN R1-1 S TC 613+23.74 216.78' RT 30"30" S42 STOP SIGN R1-1 RAILAKDW 716+05.07 16.44' RT 30"30" GUIDE SIGN G5 (ST) BT120-G5-602 24"36" SIGN TO BE PROCURED AND INSTALLED BY SOUND TRANSIT. CONTRACTOR TO COORDINATE INSTALLMENT WITH SOUND TRANSIT. S43 PARKING RESTRICTIONS R1.C (ST) BT120-R1.C-717 BT120-R1.C-718 RAINIER 203+00.64 221.67' RT 12"18"SEE NOTE 5 MOUNT TWO SIGNS BACK TO BACK ON PROPOSED STREET LIGHT. SIGNS TO BE PROCURED AND INSTALLED BY SOUND TRANSIT. CONTRACTOR TO COORDINATE INSTALLMENT WITH SOUND TRANSIT. S44 AUTHORIZED PERSONNEL ONLY BEYOND THIS POINT R1.J (ST) BT120-R1.J-704 RAILAKDW 717+30.71 15.30' RT 12"18" SIGNS TO BE PROCURED AND INSTALLED BY SOUND TRANSIT. CONTRACTOR TO COORDINATE INSTALLMENT WITH SOUND TRANSIT. S45 STOP SIGN R1-1 RAINER 204+43.12 65.93' RT 30"30" RIGHT LANE MUST TURN RIGHT R3-5R 30"36"MOUNT BELOW R1-1 S46 PARKING RESTRICTIONS R1.C (ST) BT120-R1.C-719 RAINER 203+54.32 80.33' RT 12"18"SEE NOTE 5 MOUNT ON PROPOSED STREET LIGHT. SIGNS TO BE PROCURED AND INSTALLED BY SOUND TRANSIT. CONTRACTOR TO COORDINATE INSTALLMENT WITH SOUND TRANSIT. S47 REGULATORY R4 (ST) BT120-R4-724 RAINER 202+25.59 77.75' RT 24"36"SEE NOTE 5 MOUNT ON EXISTING STREET LIGHT. SIGN TO BE PROCURED AND INSTALLED BY SOUND TRANSIT. CONTRACTOR TO COORDINATE INSTALLMENT WITH SOUND TRANSIT. S48 SPEED LIMIT 10 R2-1 RAINER 202+56.37 133.50' RT 24"30" SEE NOTE 5 MOUNT ON PROPOSED STREET LIGHT ABOVE R1.C (ST) SIGNS. PARKING RESTRICTIONS R1.C (ST) BT120-R1.C-722 BT120-R1.C-723 12"18" MOUNT TWO SIGNS BACK TO BACK ON PROPOSED STREET LIGHT BELOW R2-1. SIGN TO BE PROCURED AND INSTALLED BY SOUND TRANSIT. CONTRACTOR TO COORDINATE INSTALLMENT WITH SOUND TRANSIT. S49 PEDESTRIAN DIRECTIONAL D14 (ST) BT120-D14-321 BT120-D14-322 RAINER 202+47.03 201.12' RT 17"28" SIGNS TO BE PROCURED AND INSTALLED BY SOUND TRANSIT. CONTRACTOR TO COORDINATE INSTALLMENT WITH SOUND TRANSIT. TWO SIGNS ON SIGN POST BACK TO BACK. S50 SPEED LIMIT 10 R2-1 GRADY 153+44.81 159.07' LT 24"30" SEE NOTE 5 MOUNT ON PROPOSED STREET LIGHT ABOVE R1.C (ST) SIGNS. PARKING RESTRICTIONS R1.C (ST) BT120-R1.C-724 BT120-R1.C-725 12"18" MOUNT TWO SIGNS BACK TO BACK ON PROPOSED STREET LIGHT BELOW R2-1. SIGNS TO BE PROCURED AND INSTALLED BY SOUND TRANSIT. CONTRACTOR TO COORDINATE INSTALLMENT WITH SOUND TRANSIT. S51 PEDESTRIAN DIRECTIONAL D14 (ST) BT120-D14-319 BT120-D14-320 GRADY 153+76.07 129.93' LT 17"28" SIGNS TO BE PROCURED AND INSTALLED BY SOUND TRANSIT. CONTRACTOR TO COORDINATE INSTALLMENT WITH SOUND TRANSIT. TWO SIGNS ON SIGN POST BACK TO BACK. S52 STOP SIGN R1-1 RAINER 202+64.52 66.00' RT 30"30"SEE NOTE 4 RIGHT LANE MUST TURN RIGHT R3-5R 30"36"SEE NOTE 4 MOUNT BELOW R1-1 S53 ONE WAY R6-1R N TC 512+66.95 18.82' LT 36"12" S54 ONE WAY R6-1R S TC 612+68.14 18.60' RT 36"12" S55 GUIDE SIGN G5 (ST) BT105-G5-603 RAILAKDW 716+05.33 16.94' RT 24"36"SEE NOTE 5 MOUNT ON PROPOSED STREET LIGHT. SIGN TO BE PROCURED AND INSTALLED BY SOUND TRANSIT. CONTRACTOR TO COORDINATE INSTALLMENT WITH SOUND TRANSIT. S56 PHOTO ENFORCED EX GRADY 151+70.04 31.66' LT EX EX SEE NOTE 5 RELOCATE EX SIGN R6 ON PROPOSED STREET LIGHT POLE S57 PHOTO ENFORCED EX GRADY 155+87.33 37.84' LT EX EX SEE NOTE 5 RELOCATE EX SIGN R1 ON PROPOSED STREET LIGHT POLE S58 CROSSING LOOK BOTH WAYS R3 (ST) BT120-R3-760 N TC 512+29.72 19.22' LT 24"24"SEE NOTE 5 MOUNT ON PROPOSED STREET LIGHT. SIGN TO BE PROCURED AND INSTALLED BY SOUND TRANSIT. CONTRACTOR TO COORDINATE INSTALLMENT WITH SOUND TRANSIT. S59 CROSSING LOOK BOTH WAYS R3 (ST) BT120-R3-762 S TC 613+20.49 19.12' RT 24"24"SEE NOTE 5 MOUNT ON PROPOSED STREET LIGHT. SIGN TO BE PROCURED AND INSTALLED BY SOUND TRANSIT. CONTRACTOR TO COORDINATE INSTALLMENT WITH SOUND TRANSIT. NOTES: 1 SEE MUTCD, WSDOT SIGN FABRICATION MANUAL, AND SOUND TRANSIT CUSTOMER SIGNAGE MANUAL FOR STANDARD SIGN CODES. 2 REFER TO TRAFFIC SIGNAL PLANS FOR SIGNAGE ON SIGNAL POLES AND MAST ARMS. 3 UNLESS OTHERWISE NOTED, SIGN INSTALLATION IS PER WSDOT STD PLAN G-24.50-05. 4 REFER TO CITY OF RENTON SECTION G STANDARD PLAN 129 FOR SIGN INSTALLATION. 5 REFER TO WSDOT STD PLAN G-30.10-04 FOR SIGN INSTALLATION ON STREET LIGHT POLE. 6 CONTRACTOR TO INSTALL FOOTINGS, SIGN POSTS , AND MOUNTING HARDWARE AT LOCATIONS WHERE SIGNS ARE PROCURED AND INSTALLED BY SOUND TRANSIT UNLESS OTHERWISE NOTED. No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 1 3 / 2 5 | 11 : 2 6 A M | LR E D M A N C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - R E D M A N L \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C M S 1 0 1 - 1 0 4 . D W G S1-BT120-CMS101-104 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 S1-BT120-CMP101-107 S1-BT120-CMP201-205 GB-SEAL-MR46378 GB-SEAL-BM48810 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL SIGN SCHEDULE PROPOSED BT120-CMS103 BT120 149 A M. ROUGH M. ROUGH L. GILBERT M. ROUGH 0 12/10/2024 MR LG MR ISSUED FOR BID A 10/24/2025 MR MS MR CoR Permit Revisions - CNWD #001 RTA/CN 0205-24 NTS A 10/23/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433216 REMOVAL SIGNS SIGN NO.SIGN DESCRIPTION SIGN CODE ALIGNMENT STATION OFFSET SIGN WIDTH (X) SIGN HEIGHT (Y)REMARKS R1 PHOTO ENFORCED EX GRADY 155+99.27 32.98' LT EX.EX.REMOVE AND RESET ON PROPOSED STREET LIGHT AT GRADY STA 155+87.33 37.84' LT. R2 SPEED LIMIT 15 EX LAKE 404+66.63 42.05' LT EX.EX. R3 STOP SIGN R1-1 RAINIER 205+85.67 61.47' LT EX.EX.MANDATORY MOVEMENT LANE CONTROL R3-5R R4 PEDESTRIAN SIGN EX LAKE 400+35.17 26.88' LT EX.EX. R5 SPEED LIMIT 15 EX LAKE 404+45.62 39.98' LT EX.EX. R6 PHOTO ENFORCED EX GRADY 151+74.92 32.85' LT EX.EX.REMOVE AND RESET ON PROPOSED STREET LIGHT AT GRADY STA 151+70.04 31.66' LT. 1' 3'-4" 2'-7"5"5" 4" 4" 4" COLORS LEGEND - BLACK (NON-REFL) BACKGROUND - WHITE (REFL) NOTES: 1 SEE MUTCD, WSDOT SIGN FABRICATION MANUAL, AND SOUND TRANSIT CUSTOMER SIGNAGE MANUAL FOR STANDARD SIGN CODES. 2 REFER TO TRAFFIC SIGNAL PLANS FOR SIGNAGE ON SIGNAL POLES AND MAST ARMS. 3 UNLESS OTHERWISE NOTED, SIGN INSTALLATION IS PER WSDOT STD PLAN G-24.50-05. 4 REFER TO CITY OF RENTON SECTION G STANDARD PLAN 129 FOR SIGN INSTALLATION. 5 REFER TO WSDOT STD PLAN G-30.10-04 FOR SIGN INSTALLATION ON STREET LIGHT POLE. 6 CONTRACTOR TO INSTALL FOOTINGS, SIGN POSTS , AND MOUNTING HARDWARE AT LOCATIONS WHERE SIGNS ARE PROCURED AND INSTALLED BY SOUND TRANSIT UNLESS OTHERWISE NOTED. PROPOSED SIGNS SIGN NO.SIGN DESCRIPTION SIGN CODE ALIGNMENT STATION OFFSET SIGN WIDTH (X) SIGN HEIGHT (Y)INSTALLATION REMARKS S60 CROSSING LOOK BOTH WAYS R3 (ST) BT120-R3-763 N TC 515+27.75 19.40' LT 24"24"SEE NOTE 5 MOUNT ON PROPOSED STREET LIGHT. SIGN TO BE PROCURED AND INSTALLED BY SOUND TRANSIT. CONTRACTOR TO COORDINATE INSTALLMENT WITH SOUND TRANSIT. S61 BICYCLE LOCKER INFORMATION F5 (ST) BT120-F5-504 S TC 610+87.63 55.59' RT 18"12"SIGN TO BE PROCURED AND INSTALLED ON BICYCLE LOCKER BY SOUND TRANSIT. S62 SPEED LIMIT 10 R2-1 S TC 613+33.01 73.35' RT 24"30"SEE NOTE 5 MOUNT ON PROPOSED STREET LIGHT. S63 SPEED LIMIT 10 R2-1 S TC 613+21.06 183.94' RT 24"30" S64 SPEED LIMIT 10 R2-1 S TC 611+61.09 236.79' RT 24"30"SEE NOTE 5 MOUNT ON PROPOSED STREET LIGHT. 1' M I N FOC CURB 1' TYP 1' - 6 " 3" TYP 1' TYP 3' TYP 1' TYP 3" TYP 23'-8" WHITE PAVEMENT LETTERS, TYP No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 1 3 / 2 5 | 11 : 2 4 A M | LR E D M A N C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - R E D M A N L \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C M S 1 0 1 - 1 0 4 . D W G S1-BT120-CMS101-104 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 S1-BT120-CMP101-107 S1-BT120-CMP201-205 GB-SEAL-MR46378 GB-SEAL-BM48810 SPECIAL 1 SIGN DETAIL SCALE: 1" = 10" 1 BT120-CMS101 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL CHANNELIZATION DETAILS BT120-CMS104 BT120 150 A M. ROUGH M. ROUGH L. GILBERT M. ROUGH 0 12/10/2024 MR LG MR ISSUED FOR BID 1 06/13/2025 MR DP MR ADDENDUM#1 A 10/24/2025 MR MS MR CoR Permit Revisions - CNWD #001 RTA/CN 0205-24 NTS FIRE LANE NO PARKING DETAIL SCALE: 1" = 1" 2 BT120-CMS203 NOTE: WHITE PAVEMENT LETTERS SHALL CONSIST OF METHACRYLATE (MMA) , OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. A 10/23/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433217 3' 6" 7' M I N . 1' - 6 " 2' - 6 " M I N I M U M D E P T H SECTION NTS A - A - A - 8"x8"x1/2" BASE PLATE CONCRETE FOOTING COMMERCIAL CONCRETE FINISHED GRADE 6"Ø SCH 40 STEEL PIPE FROM MFR. FILL WITH COMMERCIAL CONCRETE. PAINT STEEL PIPE YELLOW. ROUND FOOTING 18" DIAM. Ø 13/168" 6" SQUARE FOOTING BASE PLATE 18" SIGN 1 1 4" SCH 40 GALVANIZED STEEL POST LENGTH AS NEEDED. INSTALL PER MFR SPECIFICATIONS. POST CAP SECURELY MOUNT SIGN TO POST WITH 5/16" GALVANIZED FASTENERS. WELDED VERTICAL SECTION VIEW A1 DRILLED FOOTING WITH LARGE CAST BASE A1 NTS A BT105-CMS101 5' - 0 " 2' - 0 " M I N . E M B E D 1' - 8 1 / 2 " 1' - 7 " 1 1 / 2 " 1/ 2 " 2'-0" DIA. 1'-4 1/4" DIA. 5 5/8" ID11/16"11/16" 7" 5" SCHEDULE 40 ALUMINUM PIPE INTO BASE AND SECURED WITH SET SCREWS, PAINT METALLIC SILVER P8 A VERTICAL SUPPORT FOR A1 (BY OTHERS) 1/2-13 x 3/4" STAINLESS STEEL SOCKET SET SCREWS SECURED WITH LOCK-TITE B SET SCREWS (BY OTHERS) CAST ALUMINUM BASE WITH FOUR (4) SLOTTED HOLES FOR ANCHORS, PAIN METALLIC SILVER P8 C LARGE BASE - CD-9 (BY OTHERS) FOUR (4) 5/8" DIA. x 24" MIN. EMBED STAINLESS STEEL ANCHOR BOLTS AND PENTA-NUT SET WITH TEMPLATE D ANCHORS F DOUBLE NUT (3)#3 HOOP TIES @ 4" O.C. (6)#4 VERTICAL TIES E REBAR 4° R=1/4" R=1/8" R=1/8" 10 4 ° PLAN VIEW DRILLED FOOTING - A1 AND A5 NTS C BT105-CMS101 BT105-CMS102 2'-0" DIA. 1'-4 1/4" DIA. 5 5/8" ID11/16" 7" 11/16" 2' - 0 " D I A . 1' - 0 3 / 4 " 6 3 / 8 " 1 3 / 4 " 5 5 / 8 " 5 5 / 8 " 6 3 / 8 " CL 1 3 / 4 " A B C D E VERTICAL SECTION VIEW A5 DRILLED FOOTING WITH LARGE CAST BASE NTS B BT105-CMS102 1' - 8 1 / 2 " 1' - 7 " 1 1 / 2 " 1/ 2 " 2' - 0 " 9" M I N . EM B E D 5" SCHEDULE 40 ALUMINUM PIPE INTO BASE AND SECURED WITH SET SCREWS, PAINT METALLIC SILVER P8 A VERTICAL SUPPORT FOR A5 (BY OTHERS) 1/2-13 x 3/4" STAINLESS STEEL SOCKET SET SCREWS SECURED WITH LOCK-TITE B SET SCREWS (BY OTHERS) CAST ALUMINUM BASE WITH FOUR (4) SLOTTED HOLES FOR ANCHORS, PAIN METALLIC SILVER P8 C LARGE BASE - CD-9 (BY OTHERS) FOUR (4) 5/8" DIA. x 9" MIN. EMBED STAINLESS STEEL ANCHOR BOLTS AND PENTA-NUT SET WITH TEMPLATE D ANCHORS F DOUBLE NUT (3)#3 HOOP TIES @ 4" O.C. (6)#4 VERTICAL TIES E REBAR 2'-0" DIA. 1'-4 1/4" DIA. 5 5/8" ID11/16"11/16" 7" 93° 4° R=1/4" R=1/8" R=1/8" 1 0 4 ° STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL SIGN DETAILS BT120-CMD101 BT120 M. ROUGH M. ROUGH L. GILBERT M. ROUGH 0 12/10/2024 MR LG MR ISSUED FOR BID NTS No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 11 / 1 3 / 2 4 | 9: 3 0 P M | BM A G E E C: \ P W W O R K I N G \ J A C O B S _ B & I \ B R I A N . M A G E E @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C M D 1 0 1 - 1 0 7 . D W G S1-BT120-CMD101-107 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 S1-BT120-CMP101-107 S1-BT120-CMP201-205 GB-SEAL-MR46378 GB-SEAL-BM48810 BOLLARD SIGN POST DETAIL SCALE: 1" = 1' 1 BT120-CMS101 BT120-CMS102 DRILLED FOOTING DETAIL NTS 2 BT120-CMS101 BT120-CMS102 12/02/2024 0151 RTA/CN 0205-24 DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433218 E3 SMALL POST BASE - CD-36 NTS 2 BT105-CMS101 VERTICAL SECTION VIEW NTS A - PLAN VIEW NTS B - 4 31/32" 1' - 2 " D I A . 4 1/16"4 31/32" 3" 1 3 / 4 " 1 5 / 8 " 5 3 / 8 " 5 3 / 8 " 1 5 / 8 " 3/ 4 " 2 1/16" CL A B E3 THICKENED SLAB FOOTING NTS 1 BT105-CMS101 3'-0" 8" 6" M I N . 1/ 2 " 1" 1" 3" M I N . CL E A R A N C E 1'-2" DIA. 5 5/16" 4 1/16" ID5/8"5/8" 4" OD 3 1/2" SCHEDULE 40 ALUMINUM PIPE WELDED TO BASE AT TOP AND BOTTOM A VERTICAL SUPPORT FOR E3 (BY OTHERS) CAST ALUMINUM BASE WITH FOUR (4) SLOTTED HOLES FOR ANCHORS, PAINT METALLIC SILVER P8 B SMALL POST BASE CD-36 (BY OTHERS) FOUR (4) 5/8" DIA. x 6" MIN. EMBED STAINLESS STEEL ANCHOR BOLTS AND PENTA-NUT SET WITH TEMPLATE C ANCHORS DOUBLE NUT EREBAR (3) #3 EACH WAY D VERTICAL SECTION VIEW NTS B - HORIZONTAL SECTION VIEW NTS A - 3'-0" 3' - 0 " A B C E 1/ 2 " + / - 1" 1" 3 1/2" SCHEDULE 40 ALUMINUM PIPE WELDED TO BASE AT TOP AND BOTTOM A VERTICAL SUPPORT FOR E3 (BY OTHERS) CAST ALUMINUM BASE WITH FOUR (4) SLOTTED HOLES FOR ANCHORS, PAINT METALLIC SILVER P8 B SMALL POST BASE CD-36 (BY OTHERS) 1 0 4 ° 5/8" A5 LAYOUT DETAIL NTS 3 - 3' - 7 1 / 8 " 3' - 3 5 / 8 " 1' - 9 " 1' - 4 " 8'-0" PORCELAIN PANEL (BY OTHERS) 1' - 5 " 1 5 / 8 " CL CL 3 1/2"3 1/2" AVERTICAL SUPPORT FOR A5 (BY OTHERS) FRAME (BY OTHERS)B 2 BT105-CMD101 PORCELAIN PANELS (BY OTHERS)C PANEL STIFFENERS (BY OTHERS)D CAST CUFF BRACKET (BY OTHERS)G 8"1'-4"1'-4"1'-4"1'-4"1'-4"8" CL CL CL CLCL CL E FINS ST-104 (BY OTHERS)F 4'-4 1/2"4'-4 1/2" 8'-9" SIGN LOCATION IN SIGN SCHEDULE CL 7'-7" SUB FRAME SUB FRAME ST-123 (BY OTHERS) No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 11 / 1 4 / 2 4 | 10 : 4 9 A M | BM A G E E C: \ P W W O R K I N G \ J A C O B S _ B & I \ B R I A N . M A G E E @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C M D 1 0 1 - 1 0 7 . D W G S1-BT120-CMD101-107 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 S1-BT120-CMP101-107 S1-BT120-CMP201-205 GB-SEAL-MR46378 GB-SEAL-BM48810 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL SIGN DETAILS BT120-CMD102 BT120 M. ROUGH M. ROUGH L. GILBERT M. ROUGH 0 12/10/2024 MR LG MR ISSUED FOR BID NTS 12/02/2024 0152 RTA/CN 0205-24 DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433219 F1.D SIGN INSTALLATION NTS 1 BT105-CMS102 ELEVATION VIEW NTS A - SIGN C6.D 2' - 0 " 9' - 0 " SIGN F1.D SEE DETAIL B FOR MOUNTING OF SIGN F1.D LIGHT POLE MOUNTING BRACKET ELEVATION VIEW NTS C - HORIZONTAL SECTION VIEW NTS B - 10 " 1" 8" CL 5" 1/2" 1" CL 3"1"1" 2" 4" (2) MOUNTING BRACKETS AND STEEL STRAPS ON LIGHT POLE PER WSDOT STD PLAN G-30.10-04 (2) ALUMINUM WINDBEAMS PER WSDOT STD PLAN G-30.10-04, MOUNTING BRACKET ATTACHMENT TO WINDBEAM BY OTHERS MOUNTING BRACKET (BY OTHERS) F1.D SIGN WITH PORCELAIN PANELS, MOUNTING PLATES, AND BRACKET LEG (BY OTHERS) LIGHT POLE, SEE LIGHTING PLANS ALUMINUM WINDBEAM BACK OF MOUNTING BRACKET (BY OTHERS) 1/ 2 " MODIFIED HOLE LAYOUT FOR 3/16" RIVET (TYP) 1" No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 11 / 1 3 / 2 4 | 9: 3 3 P M | BM A G E E C: \ P W W O R K I N G \ J A C O B S _ B & I \ B R I A N . M A G E E @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C M D 1 0 1 - 1 0 7 . D W G S1-BT120-CMD101-107 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 S1-BT120-CMP101-107 S1-BT120-CMP201-205 GB-SEAL-MR46378 GB-SEAL-BM48810 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL SIGN DETAILS BT120-CMD103 BT120 M. ROUGH M. ROUGH L. GILBERT M. ROUGH 0 12/10/2024 MR LG MR ISSUED FOR BID NTS 12/02/2024 0153 RTA/CN 0205-24 DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433220 PAVEMENT MARKING POINT TABLE POINT NO. 1 2 3 4 5 6 7 8 ALIGNMENT GRADY GRADY GRADY GRADY GRADY GRADY RAINIER RAINIER STATION 150+91.42 150+91.41 150+78.60 150+72.55 150+96.28 150+91.08 200+66.34 201+30.57 OFFSET 6.14' LT 17.10' LT 35.83' LT 42.24' LT 48.80' LT 56.04' LT 36.60' RT 36.54' RT DESCRIPTION MATCH EXISTING STRIPING MATCH EXISTING STRIPING BEGIN BEGIN END END MATCH EXISTING STRIPING MATCH EXISTING STRIPING PAVEMENT MARKING POINT TABLE POINT NO. 1 2 3 4 5 6 7 8 9 10 11 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 ALIGNMENT RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER HARDIE HARDIE HARDIE HARDIE STATION 205+46.24 205+44.84 205+44.65 206+23.25 206+02.96 206+27.60 206+00.99 206+18.96 206+35.43 206+30.85 206+31.03 206+26.87 205+86.70 206+26.36 205+86.46 206+26.50 206+92.40 207+17.57 207+59.22 207+76.13 207+77.84 207+78.01 207+78.49 207+88.10 207+76.09 208+33.32 207+78.67 ??? 205+44.41 206+31.23 205+86.93 206+26.21 205+74.72 309+02.73 ??? 308+79.48 309+05.92 OFFSET 31.81' LT 25.58' LT 14.71' LT 74.23' LT 63.32' LT 64.30' LT 53.64' LT 53.65' LT 40.66' LT 28.18' LT 16.92' LT 13.45' RT 25.61' RT 25.48' RT 36.48' RT 36.39' RT 54.86' LT 55.36' LT 43.99' LT 44.58' LT 2.32' RT 10.55' LT 1.29' RT 4.96' LT 14.01' RT 4.74' RT 25.51' RT ???' ???T 1.23' LT 5.48' LT 14.76' RT 14.62' RT 4.50' LT 9.08' RT ???' ???T 0.39' RT 0.00' T DESCRIPTION CENTER OF SYMBOL BEGIN BEGIN CENTER OF ARROW BEGIN END BEGIN END BEGIN END END BEGIN BEGIN END BEGIN END BEGIN END BEGIN BEGIN END BEGIN BEGIN END OF SYMBOL BEGIN END BEGIN NOT USED BEGIN END BEGIN END PC BEGIN NOT USED END CENTERLINE BEGIN PAVEMENT MARKING POINT TABLE POINT NO. 1 2 3 4 5 6 ALIGNMENT RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER STATION 208+61.66 209+32.53 209+82.67 210+84.96 208+33.35 208+33.34 OFFSET 7.32' LT 14.77' LT 2.93' LT 14.15' LT 25.30' RT 36.06' RT DESCRIPTION END OF SYMBOL END AP END END END PAVEMENT MARKING POINT TABLE POINT NO. 1 ALIGNMENT GRADY STATION 154+32.20 OFFSET 6.16' LT DESCRIPTION END PAVEMENT MARKING POINT TABLE POINT NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 ALIGNMENT GRADY GRADY GRADY GRADY GRADY LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE STATION 158+21.41 159+07.41 159+06.35 159+17.21 159+17.67 400+53.39 400+58.55 400+59.61 400+48.72 400+60.01 400+38.71 400+46.18 400+70.09 401+03.65 400+60.85 401+04.78 401+30.59 400+78.24 400+87.86 400+79.79 401+12.22 OFFSET 16.38' LT 23.42' LT 5.22' LT 27.80' LT 6.28' LT 17.00' LT 0.86' LT 0.00' T 17.00' LT 17.13' RT 18.40' LT 16.62' RT 29.34' RT 52.86' RT 40.04' RT 67.46' RT 0.00' T 16.98' RT 16.41' RT 19.73' RT 32.07' RT DESCRIPTION END NOT USED NOT USED NOT USED NOT USED BEGIN END BEGIN BEGIN END BEGIN END BEGIN END BEGIN END END DOUBLE CENTERLINE/ BEGIN CENTERLINE BEGIN END BEGIN END PAVEMENT MARKING POINT TABLE POINT NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 ALIGNMENT LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE STATION 406+59.28 406+48.80 406+42.79 406+66.35 407+16.35 407+26.96 407+76.50 406+61.00 407+28.85 407+77.09 407+20.35 407+28.35 407+20.36 407+28.36 OFFSET 11.06' LT 15.39' LT 19.76' LT 17.55' LT 17.55' LT 11.06' LT 20.48' LT 12.56' LT 12.55' LT 22.52' LT 21.84' LT 21.87' LT 13.34' LT 13.37' LT DESCRIPTION END BOTTOM OF ARROW BOTTOM OF ARROW BEGIN END BEGIN END END BEGIN END BEGIN END BEGIN END No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 1 9 / 2 5 | 10 : 3 3 A M | MR O U G H C: \ P W W O R K I N G \ J A C O B S _ B & I \ M A Y U M I . R O U G H @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C M D 1 0 1 - 1 0 7 . D W G S1-BT120-CMD101-107 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 S1-BT120-CMP101-107 S1-BT120-CMP201-205 GB-SEAL-MR46378 GB-SEAL-BM48810 BT120-CMP101 BT120-CMP102 BT120-CMP103 BT120-CMP104 BT120-CMP105 BT120-CMP107 1 1 1 1 1 1 1 1 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL CHANNELIZATION DETAILS BT120-CMD104 BT120 154 1 M. ROUGH M. ROUGH L. GILBERT M. ROUGH 0 12/10/2024 MR LG MR ISSUED FOR BID 1 06/13/2025 MR DP MR ADDENDUM#1 RTA/CN 0205-24 NTS 2 MR ADDENDUM#2MRDP06/19/20252 2 06/19/2025 06/27/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433221 PAVEMENT MARKING POINT TABLE POINT NO. 1 2 3 4 5 6 7 8 9 10 11 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 ALIGNMENT RAINIER N TC N TC N TC N TC N TC N TC N TC N TC N TC N TC N TC N TC N TC RAINIER RAINIER RAINIER RAINIER S TC S TC S TC S TC S TC S TC S TC S TC S TC S TC S TC S TC S TC S TC S TC S TC S TC S TC S TC S TC S TC S TC S TC S TC STATION 207+78.66 510+81.88 510+81.93 510+92.16 512+11.74 512+12.21 512+12.21 512+23.22 512+23.22 512+23.74 512+45.89 512+45.87 512+88.48 512+88.50 207+81.23 ??? 206+27.37 206+37.51 610+71.58 610+84.18 610+83.30 610+81.32 610+93.30 612+12.81 612+13.46 612+13.25 612+24.37 612+24.86 612+24.37 613+04.27 613+03.85 613+04.27 613+15.28 613+15.82 613+15.28 611+70.83 612+39.33 612+44.65 612+49.33 613+12.79 612+83.79 613+06.79 OFFSET 48.67' RT 20.97' LT 0.00' T 2.03' LT 0.01' RT 15.00' LT 15.00' RT 15.00' LT 15.00' RT 0.00' T 27.48' RT 38.59' RT 27.48' RT 38.59' RT 36.22' RT ???' ???T 48.43' RT 48.53' RT 15.01' RT 17.34' LT 0.00' T 15.00' RT 0.00' T 0.00' T 15.00' LT 15.00' RT 15.00' LT 0.00' RT 15.00' RT 15.18' LT 0.00' T 15.00' RT 15.00' LT 0.00' T 15.00' RT 48.50' RT 48.50' RT 39.50' RT 48.50' RT 48.50' RT 48.50' RT 48.50' RT DESCRIPTION END BEGIN BEGIN END OF SYMBOL END BEGIN END BEGIN END BEGIN BEGIN BEGIN END END BEGIN NOT USED END END END BEGIN BEGIN END END OF SYMBOL END BEGIN END BEGIN BEGIN END BEGIN END END BEGIN BEGIN END BEGIN END BEGIN BEGIN END BEGIN BEGIN PAVEMENT MARKING POINT TABLE POINT NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 ALIGNMENT N TC N TC N TC N TC N TC N TC N TC N TC S TC S TC S TC S TC S TC S TC STATION 515+34.90 515+34.90 515+34.90 515+45.87 515+45.87 515+45.87 516+89.66 517+68.81 617+98.20 617+92.17 617+78.27 617+60.15 617+85.24 616+46.54 OFFSET 15.00' LT 0.00' T 15.00' RT 15.00' LT 0.00' T 15.00' RT 0.01' RT 27.56' RT 27.47' LT 15.13' LT 0.00' T 39.87' RT 31.69' RT 49.75' RT DESCRIPTION BEGIN END END BEGIN BEGIN END END OF SYMBOL BEGIN BEGIN END END OF SYMBOL BEGIN END END PAVEMENT MARKING POINT TABLE POINT NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 ALIGNMENT S TC S TC S TC S TC S TC S TC S TC S TC S TC RAILAKDW RAILAKDW S TC S TC RAINIER RAINIER RAINIER S TC S TC STATION 611+30.68 611+45.97 612+44.01 612+43.49 612+42.85 612+40.38 612+41.62 613+65.54 613+67.19 716+05.55 716+05.55 613+21.46 613+22.92 204+39.37 204+22.78 204+29.39 613+89.65 613+97.87 OFFSET 82.39' RT 82.79' RT 60.00' RT 80.47' RT 104.50' RT 197.87' RT 221.94' RT 184.66' RT 206.21' RT 0.00' T 11.00' LT 200.50' RT 212.41' RT 66.05' RT 66.14' RT 77.60' RT 124.83' RT 83.32' RT DESCRIPTION BEGIN END END BEGIN END BEGIN END BEGIN END BEGIN END BEGIN END BEGIN END CENTER OF ARROW CENTER OF LEGEND CENTER OF LEGEND PAVEMENT MARKING POINT TABLE POINT NO. 1 2 3 4 5 6 7 ALIGNMENT S TC S TC S TC S TC S TC S TC S TC STATION 614+04.55 614+04.18 614+25.37 614+25.24 616+45.05 614+15.61 616+25.05 OFFSET 56.10' RT 60.90' RT 55.41' RT 50.92' RT 54.25' RT 122.14' RT 119.72' RT DESCRIPTION BEGIN BEGIN END END END BEGIN END PAVEMENT MARKING POINT TABLE POINT NO. 1 2 3 4 5 6 7 8 9 10 11 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 ALIGNMENT LAKE LAKE LAKE LAKE LAKE LAKE S TC S TC S TC S TC S TC S TC S TC N TC LAKE LAKE LAKE LAKE LAKE LAKE N TC N TC N TC N TC N TC N TC N TC LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE LAKE STATION 401+59.97 401+62.80 401+61.21 401+84.89 402+12.07 402+17.60 618+39.11 618+50.13 618+38.43 618+33.14 618+38.73 618+49.71 618+34.13 518+04.60 403+50.81 403+61.81 403+50.37 403+61.38 403+50.01 403+62.07 518+04.03 518+09.07 518+20.08 518+03.88 518+10.62 518+21.59 518+04.22 405+04.07 404+80.32 405+02.13 405+13.76 405+29.74 405+35.73 404+86.32 404+97.33 404+91.95 404+92.83 405+15.33 404+85.24 OFFSET 25.10' LT 37.24' LT 41.58' LT 44.95' LT 41.08' LT 29.54' LT 18.99' RT 21.06' RT 0.00' T 15.45' LT 18.49' LT 18.61' LT 27.52' LT 27.41' RT 26.00' LT 26.00' LT 13.19' RT 13.19' RT 0.00' T 0.00' T 15.06' RT 16.16' RT 16.05' RT 14.99' LT 15.78' LT 21.84' LT 0.00' T 0.01' LT 23.08' LT 17.54' LT 11.07' LT 19.75' LT 15.40' LT 51.32' LT 38.29' LT 48.38' LT 60.73' LT 12.58' LT 42.03' LT DESCRIPTION BEGIN BEGIN BEGIN END STOP BAR/ BEGIN CENTERLINE END END BEGIN BEGIN END BEGIN END END BEGIN BEGIN BEGIN BEGIN END END END BEGIN BEGIN BEGIN BEGIN END END END END BEGIN BEGIN END BEGIN BOTTOM OF ARROW BOTTOM OF ARROW BEGIN END END STOP BAR/ BEGIN CENTERLINE END BEGIN BEGIN PAVEMENT MARKING POINT TABLE POINT NO. 1 2 3 ALIGNMENT RAINIER RAINIER RAINIER STATION 202+60.74 202+44.79 202+50.79 OFFSET 66.02' RT 65.62' RT 76.11' RT DESCRIPTION BEGIN END CENTER OF ARROW No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 1 3 / 2 5 | 11 : 4 5 A M | LR E D M A N C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - R E D M A N L \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C M D 1 0 1 - 1 0 7 . D W G S1-BT120-CMD101-107 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 S1-BT120-CMP101-107 S1-BT120-CMP201-205 GB-SEAL-MR46378 GB-SEAL-BM48810 BT120-CMP201 BT120-CMP202 BT120-CMP203 BT120-CMP204 BT120-CMP106 BT120-CMP205 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL CHANNELIZATION DETAILS BT120-CMD105 BT120 155 A M. ROUGH M. ROUGH L. GILBERT M. ROUGH 0 12/10/2024 MR LG MR ISSUED FOR BID 1 06/13/2025 MR DP MR ADDENDUM#1 A 10/24/2025 MR MS MR CoR Permit Responses - CNWD #001 RTA/CN 0205-24 NTS A 10/23/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433222 4' 4' 18 ' 4' 4' 4' 4' 4' 4' 3' - 6 " 4' 3' 4' 3' - 6 " 3' 3' LANE WIDTH 6'6' LANE WIDTH 4' 4' 29 ' 4' 4' 4' 4' 4' 4' 3' 4' 3' 4' 3' - 6 " 3' 3' 8' 3' - 6 " LANE WIDTH 6' 4' 4' 17 ' - 6 " 4' 4' 4' 4' 4' 4' 3' 4' 3' 4' 3' - 6 " 3' 3' 8' 3' - 6 " LANE WIDTH 6'6' 8' 3' - 6 " LANE WIDTH NOTES: 1 FHWA APPROVED RED COLOR FOR BUS LANES MUST BE USED WITH MMA. 2 FOR APPLICATION ON CEMENT CONC PVMT, LEGENDS PER DETAIL 1 ON BT120-CMD107 MUST HAVE A 5'-0" X 3'-0" COLOR BLACK THERMOPLASTIC BACKGROUND. PROVIDE 6" MINIMUM GAP BETWEEN THERMO LEGENDS AND RED MMA. 4' 4' 17 ' - 6 " 4' 4' 4' 4' 4' 4' 3' - 6 " 13 ' - 4 " 3' 4' 3' 4' 3' - 6 " LANE WIDTH LANE WIDTH 3' 3' 6'6' 8' 8' - 1 0 " BUS LANE DETAIL SCALE: 1" = 5' 1 BT120-CMP106 BT120-CMP201 BUS LANE DETAIL SCALE: 1" = 5' 2 BT120-CMP102 BT120-CMP103 BUS LANE DETAIL SCALE: 1" = 5' 3 BT120-CMP202 No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 3 / 2 5 | 2: 4 0 P M | MR O U G H C: \ P W W O R K I N G \ J A C O B S _ B & I \ M A Y U M I . R O U G H @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C M D 1 0 1 - 1 0 7 . D W G S1-BT120-CMD101-107 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 S1-BT120-CMP101-107 S1-BT120-CMP201-205 GB-SEAL-MR46378 GB-SEAL-BM48810 4'-0" X 6'-0" BLOCKOUT WITHOUT PAINT. TYP SEE NOTE 2. TYP BUS LANE DETAIL SCALE: 1" = 5' 4 BT120-CMP201 SEE NOTE 1. TYP 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL CHANNELIZATION DETAILS BT120-CMD106 BT120 156 1 M. ROUGH M. ROUGH L. GILBERT M. ROUGH 0 12/10/2024 MR LG MR ISSUED FOR BID 1 06/13/2025 MR DP MR ADDENDUM#1 RTA/CN 0205-24 NTS 6/12/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433223 4' 3' 3' 3'-8" 3' 3' 5' 3'-8"8"8" 1'1'1' 4"4" 4'-10" 5' 4" 6"11"1'-1.5"10"8.5" NOTES: 1 FOR APPLICATION ON CEMENT CONC PVMT, LEGENDS PER DETAIL 1 ON BT120-CMD107 MUST HAVE A 5'-0" X 3'-0" COLOR BLACK THERMOPLASTIC BACKGROUND. PROVIDE 6" MINIMUM GAP BETWEEN THERMO LEGENDS AND RED MMA. 2.LEGENDS PER CITY OF SEATTLE STD. PLAN 730. 14' 45° 2 ' 68 ' - 8 " 65 ' 2' 2' 7" 4" 2" 4" 1" 3" R1" 16" 1" 4" 2" "BUS ONLY" DETAIL ON RAINIER AVENUE S SCALE: 1" = 1' 2 BT120-CMP102 No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 3 / 2 5 | 2: 4 1 P M | MR O U G H C: \ P W W O R K I N G \ J A C O B S _ B & I \ M A Y U M I . R O U G H @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C M D 1 0 1 - 1 0 7 . D W G S1-BT120-CMD101-107 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 S1-BT120-CMP101-107 S1-BT120-CMP201-205 GB-SEAL-MR46378 GB-SEAL-BM48810 "BUS ONLY" DETAIL FOR COLOR BLACK THERMOPLASTIC BACKGROUND SCALE: 1" = 1' 1 BT120-CMP102 BT120-CMP103 BT120-CMP106 BT120-CMP201 BT120-CMP202 SEE NOTE 1. TYP SEE NOTE 2 PAVEMENT MARKING AT BUS LAYOVER SCALE: 1" = 5' 4 BT120-CMP204 4" WIDE, WHITE PAINT LINES TERMINATE PAVEMENT MARKINGS AT STRUCTURAL ELEMENTS, TYP. ELECTRIC VEHICLE CHARGING DETAIL SCALE: 1" = 0.5' 3 BT120-CMP203 WHITE STRIPE 1 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL CHANNELIZATION DETAILS BT120-CMD107 BT120 157 1 M. ROUGH M. ROUGH L. GILBERT M. ROUGH 0 12/10/2024 MR LG MR ISSUED FOR BID 1 06/13/2025 MR DP MR ADDENDUM#1 RTA/CN 0205-24 NTS 6/12/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433224 RA I N I E R 2 0 6 + 0 0 RAI N I E R 2 0 8 + 0 0 26 26 26 26 24 24 24 RA I N I E R 2 0 6 + 0 0 ^ ^ 24 24 25 26 26 26 RA I N I E R 2 0 7 + 0 0 RA I N I E R 2 0 8 + 0 0 101 102 104 105 107 108 110 113 116 119 122 125 128 131 134 137 140 143 144 145 148 147 146 149 150 151 157 158 160 162 165 168 169 171 183 184 186 174 176 191 193 207 209 211 216 218 219 232 234 236 238 240 241 253 255 257 262 273 275 279 281 282 293 295 297 299 301 302 317 319 321 323 324 340 342 345 347 352 350 365 367 371 373 381 383 385 387 398 400 410 420 259 261 411 412 413 277 382 380 No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 5 / 2 5 | 1: 3 1 P M | MS K I N N E R C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - S K I N N E M 2 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C G P 1 0 1 - 1 0 3 . D W G S1-BT120-CGP101-103 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CZN001 xS1-BT120-CPP001 xS1-BTP120-VSF100 xS1-BT120-VRX001 xS1-BT120-CAP001 xS1-BT120-CGP001 HA R D I E A V E RA I N I E R A V E S N SCALE IN FEET 0 (CUSTOM) 15 7.5 15 30 SW 1.SEE SHEETS BT120-GZK001 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. GENERAL NOTES: CL BT120-C-RAINIER NOR T H DRIV E W A Y SO U T H DRI V E W A Y RAINIER/HARDIE INTERSECTION SCALE: 1" = 15' 1 - GRADING POINT GRID LINE SEE SHEETS BT120-GZN006-GZN007 FOR LEGEND*: X GENERAL SYMBOLS AND LEGEND * STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL GRADING PLAN RAINIER/HARDIE INTERSECTION BT120-CGP101 BT120 158 1 L. REDMAN L. REDMAN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1 06/13/2025 LBR DP LBR ADDENDUM #1 RTA/CN 0205-24 1"=15' 1 06/11/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332134 27 27 26 26 27 XX 29 29 2 8 465 471 472 481 473 474 475 476 477 469 461 460 459 458 457 456 R=2.0' R=2.5' 32 454 453 452 451 450 18 2 9 2 8 29 2 8 2 8 No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 5 / 2 5 | 1: 3 1 P M | MS K I N N E R C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - S K I N N E M 2 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C G P 1 0 1 - 1 0 3 . D W G S1-BT120-CGP101-103 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CZN001 xS1-BT120-CPP001 xS1-BTP120-VSF100 xS1-BT120-VRX001 xS1-BT120-CAP001 xS1-BT120-CGP001 N SCALE IN FEET 0 10 20510 (1" = 10') CL BT120-C-RAILAKDWY RAINIER AND LAKE DRIVEWAY SCALE: 1" = 10' GENERATOR DRIVEWAY 1 - 1.SEE SHEETS BT120-GZK001 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-CGS101-CGS102 FOR GRADING PLAN POINT TABLES. 5.SEE STRUCTURAL SHEETS FOR DETAILS ON CONCRETE PAD AND ARCHITECTURAL SHEETS FOR DETAILS ON FENCE AND GATE LAYOUT. 6.SEE SHEETS BT120-CRY101-CRY105 FOR TYPICAL SECTIONS. GENERAL NOTES: GRADING POINT GRID LINE SEE SHEETS BT120-GZN006-GZN007 FOR LEGEND*: X GENERAL SYMBOLS AND LEGEND * NTS SECTION A - A - 5" HMA CL 1 2" PG 58H-22 8" CRUSHED SURFACING BASE COURSE 1.7% B - NTS SECTION B - SIDEWALK ~SEE TYPICAL SECTIONS 19.0' SIDEWALK ~SEE TYPICAL SECTIONS 12.5" CEMENT CONCRETE PAVEMENT 6" CRUSHED SURFACING BASE COURSE 0.5' DOWELED CURB0.5' DOWELED CURB SEE GRADING SEE GRADING SEE NOTE 5 KEY NOTES: SEE SHEET BT120-CRD125 AND STRUCTURAL SHEETS FOR STEEL PICKET FENCE NON-REMOVABLE DETAILS INSTALL STEEL PICKET VEHICLE GATE PER DETAIL ON SHEET BT120-CRD127 INSTALL FENCE GATE PER DETAIL ON SHEET BT120-CRD126 32 18 38 D - NTS SECTION D - CRUSHED SURFACING TOP COURSE ~SEE NOTE 5 1'-0"GENERATOR PAD 1'-0" FENCE POST FENCE POST FENCE FOUNDATION FENCE FOUNDATION PREMOLDED JOINT FILLER PREMOLDED JOINT FILLER CONCRETE PAD ~SEE NOTE 5 1.0%1.0% CONCRETE PAD ~SEE NOTE 5 PROPOSED SURFACEPROPOSED SURFACE STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL GRADING PLAN BEB CHARGING, GENERATOR & DUMPSTER LOCATIONS BT120-CGP102 BT120 159 1 L. REDMAN L. REDMAN D. POSTEN L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1 06/13/2025 LBR DP LBR ADDENDUM #1 RTA/CN 0205-24 AS NOTED 1 1 1 1 06/11/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332135 0. 3 0 % 0. 3 0 % 0. 3 0 % 0. 3 0 % 0. 3 9 % 0. 4 5 % 0. 3 8 % 0. 5 3 % 0. 6 0 % 0. 6 0 % 0. 5 0 % 0. 5 0 % 0. 5 0 % 0. 6 0 % 0. 0 7 % 0 . 6 7 % 1 . 0 0 % 0 . 3 4 % 26 27 2 7 2 7 26 2 6 27 28 27 26 25 24 2 8 30 219 241 302 324 500 505 506 502 511 510 509 503 507 508 0. 5 7 % 0. 6 1 % 0. 6 6 % 1. 2 0 % 1. 3 0 % 1. 3 9 % 0.97%0.95%1.37%1.35% 1.48% 1.22% NTC 512+00 NTC 51 4 + 0 0 1.30% 2. 0 0 % 2. 0 0 % 1.30% 2. 0 0 % 1.40%1.40%1.40%0.91%0.90%0.90% 1.48% 27 2726 26 2. 0 0 % 1.12%1.34%1.07%1.30% 25 2726 0. 5 6 % 1.30% 1. 6 4 % 1.30% 1. 5 0 % 1. 5 0 % 1. 5 0 % 1. 5 0 % 501 504 1. 9 8 % No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 1 3 / 2 5 | 12 : 3 7 P M | LR E D M A N C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - R E D M A N L \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C G P 1 0 1 - 1 0 3 . D W G S1-BT120-CGP101-103 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CZN001 xS1-BT120-CPP001 xS1-BTP120-VSF100 xS1-BT120-VRX001 xS1-BT120-CAP001 xS1-BT120-CGP001 xS1-BT120-CMP001 N SCALE IN FEET 0 10 20510 (1" = 10') CL BT120-C-NTC SOUTH DRIVEWAY NORTH DRIVEWAY 1.SEE SHEETS BT120-GZK001 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 AND SHEETS BT120-CPS101-CPS108 FOR PAVING POINT TABLES AND ADDITIONAL GRADING INFORMATION. 3.SEE SHEETS BT120-CRD101-CRD119 FOR CURB RAMP PLAN AND DETAILS. 4.SEE SHEET BT120-CGS101-CGS102 FOR GRADING PLAN POINT TABLES. GENERAL NOTES: GRADING POINT GRID LINE SEE SHEETS BT120-GZN006-GZN007 FOR LEGEND*: X GENERAL SYMBOLS AND LEGEND * SCALE: 1" = 10' BUS PLATFORM 1 - 1 . 0 0 % STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL GRADING PLAN TRANSIT CENTER BT120-CGP103 BT120 160 A L. REDMAN L. REDMAN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1 06/13/2025 LBR DP LBR ADDENDUM #1 A 10/25/2025 LBR MS LBR CoR Permit Revisions - CNWD #001 RTA/CN 0205-24 1'=10' CL BT120-C-STC SEE NOTE 3, TYP A A SEE NOTE 3, TYP SEE NOTE 2SEE NOTE 2 10/24/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332136 GRADING POINT TABLE POINT NO. 101 102 104 105 107 108 110 113 116 119 122 125 128 131 134 137 140 143 144 145 146 147 148 149 150 151 157 158 160 162 165 168 169 171 174 176 183 184 186 191 193 207 209 211 216 ALIGNMENT RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER STATION 207+05.28 207+10.00 206+97.52 207+02.18 206+89.70 206+94.31 206+81.81 206+73.85 206+65.81 206+57.71 206+49.53 206+41.29 206+33.03 206+25.33 206+18.39 206+13.37 206+09.54 207+10.54 207+16.05 207+21.95 207+03.14 207+11.56 207+21.20 206+96.96 207+06.56 207+18.20 207+04.45 207+17.50 207+03.87 207+04.00 207+04.13 206+98.63 207+04.25 207+17.71 207+99.41 207+99.75 207+75.33 207+75.74 207+76.15 207+74.90 207+74.90 207+55.84 207+55.84 207+55.84 207+55.84 OFFSET 123.37' LT 113.75' LT 118.62' LT 108.96' LT 113.93' LT 104.22' LT 109.31' LT 104.76' LT 100.30' LT 95.92' LT 91.62' LT 87.40' LT 83.11' LT 77.36' LT 69.58' LT 61.09' LT 50.00' LT 112.66' LT 101.72' LT 90.29' LT 107.01' LT 98.66' LT 89.34' LT 98.74' LT 92.13' LT 84.35' LT 86.31' LT 82.49' LT 79.26' LT 69.15' LT 59.14' LT 50.00' LT 50.00' LT 50.00' LT 25.29' RT 36.21' RT 32.46' LT 21.47' LT 10.48' LT 25.49' RT 36.21' RT 31.97' LT 20.91' LT 9.91' LT 25.68' RT ELEVATION 25.24 25.46 25.23 25.44 25.26 25.47 25.31 25.36 25.44 25.52 25.61 25.69 25.76 25.88 26.08 26.26 26.42 25.48 25.35 25.11 25.47 25.33 25.12 25.45 25.39 25.18 25.41 25.31 25.47 25.57 25.73 26.00 25.94 25.69 24.70 24.38 25.51 25.41 25.31 24.57 24.26 25.52 25.37 25.22 24.43 DESCRIPTION PAVEMENT/MATCH EXISTING PAVEMENT/MATCH EXISTING PAVEMENT PAVEMENT PAVEMENT PAVEMENT PAVEMENT PAVEMENT PAVEMENT PAVEMENT PAVEMENT PAVEMENT PAVEMENT PAVEMENT PAVEMENT PAVEMENT PAVEMENT PAVEMENT/MATCH EXISTING PAVEMENT/MATCH EXISTING PAVEMENT/MATCH EXISTING PAVEMENT PAVEMENT PAVEMENT/MATCH EXISTING PAVEMENT PAVEMENT PAVEMENT/MATCH EXISTING PAVEMENT PAVEMENT/MATCH EXISTING PAVEMENT PAVEMENT PAVEMENT PAVEMENT PAVEMENT PAVEMENT PAVEMENT/MATCH EXISTING PAVEMENT/MATCH EXISTING PAVEMENT/MATCH EXISTING PAVEMENT/MATCH EXISTING PAVEMENT/MATCH EXISTING PAVEMENT PAVEMENT PAVEMENT PAVEMENT PAVEMENT PAVEMENT GRADING POINT TABLE POINT NO. 218 219 232 234 236 238 240 241 253 255 257 259 261 262 273 275 277 279 281 282 293 295 297 299 301 302 317 319 321 323 324 340 342 345 347 350 352 365 367 371 373 380 381 382 383 ALIGNMENT RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER STATION 207+55.84 207+55.84 207+36.77 207+36.77 207+36.77 207+36.77 207+36.77 207+36.77 207+17.71 207+17.71 207+17.71 207+17.71 207+17.71 207+17.71 206+98.63 206+98.63 206+98.63 206+98.63 206+98.63 206+98.63 206+79.53 206+79.53 206+79.53 206+79.53 206+79.53 206+79.53 206+59.86 206+59.95 206+60.25 206+60.35 206+60.48 206+39.56 206+39.84 206+40.70 206+41.02 206+39.28 206+59.85 206+19.31 206+19.31 206+20.71 206+20.82 205+86.43 206+05.46 205+86.67 206+05.45 OFFSET 36.32' RT 50.00' RT 31.23' LT 20.00' LT 9.21' LT 25.59' RT 36.38' RT 50.00' RT 30.65' LT 19.65' LT 8.65' LT 25.38' RT 36.30' RT 50.00' RT 30.02' LT 19.01' LT 8.00' LT 25.55' RT 36.30' RT 50.00' RT 29.46' LT 18.46' LT 7.45' LT 25.32' RT 36.29' RT 50.00' RT 17.92' LT 6.91' LT 25.34' RT 36.32' RT 50.00' RT 17.26' LT 6.26' LT 25.07' RT 36.21' RT 28.25' LT 28.91' LT 27.57' LT 16.53' LT 25.58' RT 36.49' RT 36.48' RT 25.69' RT 25.61' RT 36.49' RT ELEVATION 24.12 23.72 25.58 25.43 25.29 24.36 24.03 23.61 25.73 25.57 25.37 24.33 24.00 23.58 25.86 25.68 25.36 24.33 23.99 23.57 25.84 25.67 25.34 24.32 23.98 23.56 25.62 25.31 24.30 23.93 23.49 25.59 25.25 24.25 23.87 25.93 25.92 26.01 25.63 24.19 23.85 23.90 24.20 24.25 23.86 DESCRIPTION PAVEMENT PAVEMENT/VALLEY GUTTER PAVEMENT PAVEMENT PAVEMENT PAVEMENT PAVEMENT PAVEMENT/VALLEY GUTTER PAVEMENT PAVEMENT PAVEMENT PAVEMENT PAVEMENT PAVEMENT/VALLEY GUTTER PAVEMENT PAVEMENT PAVEMENT PAVEMENT PAVEMENT PAVEMENT/VALLEY GUTTER PAVEMENT PAVEMENT PAVEMENT PAVEMENT PAVEMENT PAVEMENT/VALLEY GUTTER PAVEMENT PAVEMENT PAVEMENT PAVEMENT PAVEMENT/VALLEY GUTTER PAVEMENT PAVEMENT PAVEMENT PAVEMENT PAVEMENT PAVEMENT PAVEMENT PAVEMENT PAVEMENT PAVEMENT PAVEMENT/MATCH EXISTING PAVEMENT/MATCH EXISTING PAVEMENT/MATCH EXISTING PAVEMENT/MATCH EXISTING GRADING POINT TABLE POINT NO. 385 387 398 400 410 411 412 413 420 ALIGNMENT RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER RAINIER STATION 206+00.18 206+00.18 205+80.08 205+80.08 205+60.42 205+60.67 205+44.84 205+44.45 205+44.65 OFFSET 27.24' LT 16.24' LT 26.61' LT 15.61' LT 15.14' LT 26.15' LT 25.75' LT 3.70' LT 14.71' LT ELEVATION 26.03 25.62 26.04 25.63 25.76 26.15 26.23 25.49 25.86 DESCRIPTION PAVEMENT PAVEMENT PAVEMENT PAVEMENT PAVEMENT PAVEMENT PAVEMENT/MATCH EXISTING PAVEMENT/MATCH EXISTING PAVEMENT/MATCH EXISTING CGP101 No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 5 / 2 5 | 1: 4 8 P M | MS K I N N E R C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - S K I N N E M 2 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C G S 1 0 1 - 1 0 2 . D W G S1-BT120-CGS101-102 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 S1-BT120-CGP101-103 BT120-CGP101 BT120-CGP101 BT120-CGP101 1 1 1 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL GRADING PLAN POINT TABLES BT120-CGS101 BT120 161 1 L. REDMAN L. REDMAN L. GILBERT L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1 06/13/2025 LBR DP LBR ADDENDUM #1 RTA/CN 0205-24 NTS 06/11/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332137 GRADING POINT TABLE POINT NO. 450 451 452 453 454 456 457 458 459 460 461 465 469 471 472 473 474 475 476 477 481 ALIGNMENT RAILAKDW RAILAKDW RAILAKDW RAILAKDW RAILAKDW RAILAKDW RAILAKDW RAILAKDW RAILAKDW RAILAKDW RAILAKDW RAILAKDW RAILAKDW RAILAKDW RAILAKDW RAILAKDW RAILAKDW RAILAKDW RAILAKDW RAILAKDW RAILAKDW STATION 716+82.17 716+82.75 716+62.29 716+57.19 716+57.19 716+60.25 716+61.10 716+61.19 716+82.12 716+82.43 716+84.55 717+08.39 717+14.66 717+23.05 717+12.80 717+12.21 717+23.54 717+24.86 717+28.04 717+10.98 717+15.24 OFFSET 18.69' LT 27.29' LT 27.27' LT 18.83' LT 27.24' LT 38.64' LT 37.30' LT 19.83' LT 19.74' LT 25.04' LT 26.46' LT 12.50' RT 46.23' RT 57.53' RT 18.34' RT 16.45' RT 17.00' RT 13.82' RT 12.50' RT 13.64' RT 57.92' RT ELEVATION 28.52 27.93 27.66 28.23 28.17 28.12 28.13 28.21 28.51 28.46 28.44 28.86 27.99 28.08 28.27 28.79 28.99 29.02 29.06 28.83 27.88 DESCRIPTION END METAL MESH FENCE/BEGIN NON-REMOVABLE FENCE END METAL MESH FENCE/BEGIN GATE END METAL MESH FENCE/BEGIN GATE BEGIN METAL MESH FENCE BEGIN METAL MESH FENCE PRC - BOC PT - BOC AP - BOC AP - BOC PC - BOC PRC - BOC PRC - BOC HMA DRIVEWAY AP - HMA DRIVEWAY HMA DRIVEWAY END HMA DRIVEWAY/BEGIN C&G - BOC END HMA DRIVEWAY/BEGIN C&G - BOC 1/2 - BOC PT - BOC 1/2 - BOC AP - HMA DRIVEWAY GRADING POINT TABLE POINT NO. 500 501 502 503 504 505 506 507 508 509 510 511 ALIGNMENT NTC NTC NTC NTC NTC NTC NTC NTC NTC NTC NTC NTC STATION 510+90.66 511+14.53 511+40.76 512+28.77 513+05.61 513+69.93 514+03.60 512+28.76 512+28.76 513+95.82 513+88.09 513+80.34 OFFSET 28.87' RT 32.03' RT 33.00' RT 33.00' RT 33.00' RT 33.42' RT 33.67' RT 24.00' RT 42.00' RT 34.34' RT 34.58' RT 34.35' RT ELEVATION 25.03 25.46 25.76 26.90 27.94 28.81 29.28 26.77 26.86 29.17 29.06 28.95 DESCRIPTION BUS PLATFORM BUS PLATFORM BUS PLATFORM BUS PLATFORM BUS PLATFORM BUS PLATFORM BUS PLATFORM BUS PLATFORM BUS PLATFORM BUS PLATFORM BUS PLATFORM BUS PLATFORM No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 5 / 2 5 | 1: 4 8 P M | MS K I N N E R C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - S K I N N E M 2 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C G S 1 0 1 - 1 0 2 . D W G S1-BT120-CGS101-102 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 S1-BT120-CGP101-103 BT120-CGP102 BT120-CGP103 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL GRADING PLAN POINT TABLES BT120-CGS102 BT120 162 1 L. REDMAN L. REDMAN D. POSTEN L. REDMAN 0 12/10/2024 LBR LDG LBR ISSUED FOR BID 1 06/13/2025 LBR DP LBR ADDENDUM #1 RTA/CN 0205-24 NTS 06/11/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332138 X X X X CONC SIGN SIGN SIG N SIGN /// / / /// / / / / /// / / / / / / //// / / / UT H H H H H / / / /SW SW SW SW / / SW SW SW SW SW SW SW SW SW SD SD SD SD 2 MISCMH CW SW SW C W SW SW SW SW SW DR W CO W W WW W CO W W S S SSSS SSSSSSSSSSSS SS ////// // / / /////// / / //// / / / / ///////// / / / / //// / / / / / / / / / / / / /// / / / / //// / // / / /// / /// / / X X X X X X X X X X X X XX X X X X X X / / // X X X X X X X X X SW /// // CONC SW SW SW SW SW SW SW SW //// / / / / / / / / / / ///// / / / / / / / // / / // 4 BLRD 3 BLRD 3 BLRD 2 BLRD X X 2 BLRD // // / / / / // / / / / / //// / / / //////// // / / / ///// ///// / / / / / / / / / / ///// / / / / / / / /// / /// / //////// / / / / / / / / //// // //// / / / / / / /////// / / / / / / / / / / / / / / ////// / / /// /////// / ////// / / / 3 BLRD MISCVALV SD SS SS SS SS SS SS SS SS METAL POLE METAL POLE METAL POLE / / / / / / ///// / / / / / / // / // SSSS SS SS SS SS SS SS SS SS W W W W W W W W W WW W W W W W WWWWW W W W W WW W W W W W W W WWW W W W W SDSD SDSDSDSDSDSDSD SD SD SD SS SS SS SS S D S D SD SD S D SD SS SS SD S S SS SD SS SS SSSS SS SS SS SS SS S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S SS SS SS SS S S SS SS SS SS SS SS S S SD SD SD SD SD SD SD SD SDSDSDSDSDSDSDSDSDSD SD SD SD SD SD SD SD SD SD W W W WW SS SS SS SS SS SS SS S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSS SSSSSSSSSSSSSSSSSSSS SS SS SS 400 404 418 SD SD SD SD CO 2 BLRD ED(TYP.) ED(TYP.) ED (TY P . ) ED (TY P . ) SS SS SS ///// // / / / / SD CO SD SD ^ ^ ^ ^ ^ ^ ^ ^^^^^^^^^^^ F / / / / / / / / / // / / / / / / / //////////// CO N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 4 / 2 5 | 9: 3 5 A M | SA K S H I G C: \ P W W O R K I N G \ J A C O B S _ B & I \ S A K S H I G @ O S B O R N C O N S U L T I N G . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C D P 1 0 0 . D W G S1-BT120-CDP100 FACILITY ID: Xrefs: xS1-BT120-VRX001 xS1-BT120-VSF100 xS1-BT120-CDN001 xS1-BT120-CPP001 xBRT-CUD05-TB22x34 xS1-BT120-GZK020 xS1-BT120-CAP001 GB-SEAL-SS56324 xS1-BT120-CDP001 OSBORN CONSULTING INCORPORATED SCALE IN FEET 0 (CUSTOM) 80 40 80 160 HA R D I E A V E AREA MAP 1" = 80' S GRADY W A Y LA K E A V E S SR - 1 6 7 RAI N I E R A V E S NORTH DRIVEWAY SOUTH DRIVEWAY102 103 201 202 203 204 205 101 104 105 106 107 CROSS REFERENCING OF DRAWINGS BASE SHEET TITLE 1"=20' DRAWING SETS NOT USED S1-BT120-CDP102 NOT USED S1-BT120-CDP104 S1-BT120-CDP105 S1-BT120-CDP106 NOT USED 101 102 103 104 105 106 107 CROSS REFERENCING OF DRAWINGS BASE SHEET TITLE 1"=20' DRAWING SETS S1-BT120-CDP201 S1-BT120-CDP202 S1-BT120-CDP203 S1-BT120-CDP204 S1-BT120-CDP205 201 202 203 204 205 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL DRAINAGE PLAN AREA PLAN AND GENERAL NOTES BT120-CDP100 BT120 163 1 S. SRIDHARAN H. ONG R. PARISH S. SRIDHARAN 0 12/10/2024 SS RP SS ISSUED FOR BID 1 06/13/2025 SS RP SS ADDENDUM #1 RTA/CN 0205-24 1"=80' 6-9-2025 condition of approval #8 : Provide an overall exhibit to City Project Manager prior to commencement of construction that clearly delineates public and private stormwater pipes, structures and facilities and all final easements and revised and/or relinquished easements. DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332139 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 DRAINAGE STRUCTURE TABLE STRUCTURE 102-17 102-18 FIL-3 MWS-66 STRUCTURE DETAILS CB TYPE 1L STA. 207+86.09 (1.36', RT) RIM 24.97 CB TYPE 2 - 48" STA. 309+07.02 (32.09', RT) RIM 25.35 TYPE C UNIT STA. ??? (???', ???) RIM 25.20 TYPE D UNIT STA. 207+85.05 (6.92', RT) RIM 25.55 PIPES IN IE 20.45 (W) IE 19.95 (S) IE 21.93 (NW) PIPES OUT IE 21.95 (SE) IE 19.95 (N) IE 20.61 (E) IE 21.41 (E) STA SEE BT120-CDD501 STA SEE BT120-CDD504 20 KEY NOTES: 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. 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. ADJUST RIM TO GRADE. INSTALL BIOFILTRATION SYSTEM TYPE D UNIT. SEE DWG. BT120-CDD504 FOR DETAILS AND SPECIAL PROVISIONS 7-05. INSTALL CATCH BASIN TYPE 1L PER COR STD PLAN 200.10, WITH OPEN CURB FACE FRAME AND GRATE PER COR STD PLAN 203.00. INSTALL BIOFILTRATION SYSTEM TYPE A UNIT. SEE DWG. BT120-CDD501 FOR DETAILS AND SPECIAL PROVISIONS. STRUCTURE FRAME AND COVER MEET AASHTO LOAD RATING HS-25. 24 21 38 41 43 3 CONC CONC CONC SIGN DEBRIS SIGN SIGN SIGN / / / / CONC UT UT UT VLT VLT VLT VLT VLT HH VLTS VLT TRASHBIN TRASHBIN SW SW SW SW DRW DRW TRASHBIN SW SW SW DRW DRW SW SW DRW SW SW SW SW DRW CONC WALL TTTTMHGV GVGV GV GV 2 MISCMH GV GV TMH TMH GV GV GATE CW SW SW CONCBENCH 4' WOO D F N C CW SW CO N C B E N C H CONC BEN C H AR T W O R K CONC DRW DRW SW SW SW SW DRW DRW CO GV GV GV GV GV GM 2VLTS HH TTMH GM X6' CLEF 6' TEMP CLEF X 6' TEMP CLEF 6' TEMP CLEF 6' TEMPCLEF 8' CLEF X 5.5' CLEF SW 2' FNC GATE 6' CLE F 5.5' CLEF 6' CLEF BLDGEQUIP CONC SW SW SW SW SW SW SW SW CONC BASEREMOVED LT 4 BLRD 3 BLRD 3 BLRD 2 BLRD 6' TEM P C L E F 6' CLEF 2 BLRD 3 BLRD 6' TEM P C L E F SIGN POST ONCONC BASE 6' CLEF GATE STORAGESHED MISCVALV / // / SL SL SS CENTURYLINK CENTURY L I N K F O CENTURYLINK FO CENTURYLINK FO CENTURYLIN K F O CENTURYLINK FO CENTURYLINK FO CENTU R Y L I N K F O RENTONRENTON RENTON RENTON RENTO N RENTON RENT O N RENT O N RENTON RENTON RENTON RENTO NRENTON RENT O N RENTON RENTO NRENTO N WSDO T F O WSDO T F O 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAY O F O 2-ZAYO FO PSE GAS PSE G A S PSE GAS PSE G A S PSE GAS PSE GAS PSE GAS PSE GAS PSE GAS PSE GAS PSE G A S PSE G A S PSE GAS PSE GAS FOVLT HH GV 5'4" DP 6'8" DP 5' DP 4' DP4' DP 3' DP3'9" DP3'4" DP 2'11" DP 6'9" DP 1'DP 1'11" D P 2'3"DP 2' DP 2' DP3'11" DP 3'6" DP 5'9" DP 7'2" DP6'11" DP 7' DP 6'6" DP 4'4" DP 4'3" DP 3'7" DP 2' DP 4'10" DP 5'9" DP 4'7" DP 1'11" DP1'11" DP2'6" DP 5' DP1'4" DP 2'6" DP2'2" DP 3'1" DP2'6" DP 1'7" DP 1'9" DP 1'8" DP 1'6" DP 1'6" DP 1'7" DP 1'6" DP 1'9" DP 7'11" DP 11' DP4'9" DP4'9" DP13'6" DP6'3" DP 5'8" DP 4'1" DP 3'6" D P 4'8" DP 12'6" DP 13'6" DP11'6"DP10' DP 8'5" D P 8'11" D P 8'10" D P 9' DP3'3" DP3'1" DP3'2" DP2'10" DP1'6" DP1'3" DP 1'9" DP1'7" DP2'5" DP1'7" DP1'7" DP1'4" DP1'5" DP1'10" DP3'1" DP 1' DP 1'10" DP 1'11" DP 2' DP 3'1" DP 3'1" DP 3'6"DP 1'7" DP 2'9" DP 2'1" DP 1'9" DP 1'6" DP 2'1" DP 2'3" DP 2'1" DP 2'3" D P 1'11" DP 1'11" DP 1'11" DP 2'5" D P 1'8" DP 2'1" D P 1'11" DP 2'5" D P 2' DP 2'4"DP 2'10" D P 2'5" DP 2' DP 2'4"DP 2'5" DP5'4" DP5' DP5'5" DP4'8" DP 4'DP3'7"DP2' DP 1'9" DP 2' DP1'9" DP 2'4" DP 2' DP 1'10" DP 2'1" DP 3'11"DP 6'4" DP6'3" DP6'7" DP 2' DP 3'2"DP2'6" DP 4'11" D P 3'11" DP 2'8" DP 3'10" D P 3'3" DP 5'6" D P 7'11" DP 6'7" DP4'5" DP 6'9" DP 6' DP 7'6" DP 5'6" DP 2'5" DP 2'DP 400 404 418 CO 2 BLRD 3'11" DP4'11" DP 3'5" DP3'9" DP 3'10" DP 2'2" DP 1'5" DP BROADBANDVAULT 1' 11" DP 2'3" DP3'11" DP 4'11" DP 1'7" DP 4'5" DP5'6" DP 1' 8" DP 2'5" DP 1'11" DP 3'8" DP4'9" DP 1'4" DP 3' DP5'8" DP 5'10" DP6'2" DP5'5" DP 6' DP4' DP 1'5" DP1'7" DP 2'8" DP 2'4" DP 2'6" DP 4'2" DP 2'4" DP 12' DP 6'11" 3'6" 4'8" 8'11" 1'7" 2' 6'9"4'5" ED(TYP.) ED(TYP.) ED(TYP.) ED(TYP.) 3'10" 4'1" 4'9"7" 4'1" 3'11" 5'9" 5" 2'1" 1'11" 9"2'4" 3'1"2'11"3'3" 4'9" 4'11"2'8"2'1"2'8"2'7"2'5" 7"1'1" 1'4" 2'2'1" 2'9" 6" TREE30' DLN 1.5' RET WALLPLANTER 1.5' RET WALLPLANTER CO HH 282929 2728 27 272829293030 292827262524 2827262525 28 28 29 27282626 2829 3 030 3030 2425 26 26 26 27 2 626 26 28 27 27 2626 27 26272828 27262524 28 262 6 2 8 N T C 5 0 9 + 5 3 N TC 510+00 S TC 609+53 S TC 610+00 HA R D I E 3 1 0 + 0 0 HAR D I E 3 0 9 + 0 0 HA R D I E 3 1 0 + 0 0 RAINIER 2 0 4 + 0 0 RAINIER 205+ 0 0 RAINIER 206+00 RAINIER 207+00 RAINIER 2 0 8 + 0 0 RAINI E R 2 0 9 + 0 0 N TC STA 510+04.91 = RAINIER STA 207+16.93 S TC STA 610+02.99 = RAINIER STA 206+67.81 S I G N SIGN S I G N / / / // / // / / / / / / // / / / / / / / / / / // / / / // / / / / // / / / / / / / / / / / / / / U T H H H H V L T V L T V L T V L T S SW S D S D SS S S SD SD SD SD SD SD SD SD S D 3 5 M P H DRW E C O EE E E WV 3WV WV W V 3 W V W V WV HH HH HH HH HH HH HH HH H H HH H H ELEC VLT E L E C V L T 2IRRG GV G V WM G G FO FO FO FO FO E E E E E E E G G G G G E E E E E E E E E E E E E E E G G G G G G FO FO FO FO FO FO FO FO FO SDSD FO F O FO FO FO FO FO FO FO FO FO FO FO FO FO FO SD SD SD SDSDSD SD SD SD SD SD SD SD SD SDSD SD SD SD SD S D SD SD SD SD E E E E E E E E F O FO F O FO F O FO SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS F O FO F O F O FO F O W W W SS SS SS SD SD SD SD REN T O N RENTON RENTON RENTON PSE GAS PSE GAS P S E G A S PS E G A S T T T T T T T T T G V I R R G 6 ' 9 " D P 1 ' D P 1'11" D P 2'3"DP 2' DP 2' D P 3 ' 1 1 " D P 1'7" DP 2'9" DP2'1" DP1'9" DP1'6" DP2'1" DP2'3" DP 2'1" DP 2'3" DP 3 ' 1 1 " D P 6 ' 4 " D P 6 ' 3 " D P 6 ' 7 " D P 4'11" DP 3'11" DP 2'8" DP 3'10" DP 3'3" DP 5'6" DP G G 4 0 4 2 ' 2 " D P 2 ' 3 " D P 3 ' 1 1 " D P 4 ' 1 1 " D P ED (TYP.) ED (TYP.) RAINIER AVE S HARD I E A V E S W 38 102-17 24 MWS-66 42 LF 12" DI @ 0.50% 4 LF 12" SD @ 0.53% 24 25 26 26 26 3102-18 5 LF 8" SD @ 3.08% SEE KING COUNTY WASTEWATER TREATMENT DIVISION NOTES SEE KING COUNTY WASTEWATER TREATMENT DIVISION NOTES 41 FIL-3 KING COUNTY WASTEWATER TREATMENT DIVISION NOTES: 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. MATCHLINE: SEE DWG BT120-CDP201 MATCHLINE: SEE DWG BT120-CDP203 M A T C H L I N E : N O T U S E D T H I S S E R I E S 20 40 SCALE IN FEET 01020 (1" = 20') N 102 103 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 KEY MAP SW GRA D Y WAY 101 104 105 MA T C H L I N E : N O T U S E D T H I S S E R I E S 21 106 107 21 No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 2 / 2 5 | 4: 3 6 P M | SA K S H I G C: \ P W W O R K I N G \ J A C O B S _ B & I \ S A K S H I G @ O S B O R N C O N S U L T I N G . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C D P 1 0 2 - 1 0 6 . D W G S1-BT120-CDP102-106 FACILITY ID: Xrefs: xS1-BT120-VRX001 xS1-BT1P20-VSF100 xS1-BT120-CDN001 xS1-BT120-CPP001 xBRT-CUD05-TB22x34 xS1-BTP120-GZK010 xS1-BT120-CAP001 GB-SEAL-SS56324 xS1-BT120-CDP001 xS1-BT120-CGP001 xS1-BT120-RPP001 xS1-BT120-CZN002 xS1-BT120-CZN003 OSBORN CONSULTINGINCORPORATED 43 43 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL DRAINAGE PLAN RAINIER STA 204+00 TO RAINIER STA 208+50 BT120-CDP102 BT120 164 A S. SRIDHARAN H. ONG R. PARISH S. SRIDHARAN 0 12/10/2024 SS RP SS ISSUED FOR BID 1 06/13/2025 SS RP SS ADDENDUM #1 A 10/24/2025 SS RP SS COR PERMIT REVISION - CNWD#001 RTA/CN 0205-24 1"=20' UPDATES TO ROW AND SEWER SEE SHEETS BT120-RPP104 BT120-RPP201-BT120-RPP205 BT120-USP102,BT120-USP104 BT120-USP201-USP202 BT120-USP204-USP205 A 10-24-2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332140 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 CONC CONC CONC SIGN DEBRIS SIGN SIGN SIGN / / / / CONC UT UT UT VLT VLT VLT VLT VLT HH VLTS VLT TRASHBIN TRASHBIN SW SW SW SW DRW DRW TRASHBIN SW SW SW DRW DRW SW SW DRW SW SW SW SW DRW CONC WALL TTTTMHGV GVGV GV GV 2 MISCMH GV GV TMH TMH GV GV GATE CW SW SW CONCBENCH 4' WOO D F N C CW SW CO N C B E N C H CONC BEN C H AR T W O R K CONC DRW DRW SW SW SW SW DRW DRW CO GV GV GV GV GV GM 2VLTS HH TTMH GM X6' CLEF 6' TEMP CLEF X 6' TEMP CLEF 6' TEMP CLEF 6' TEMPCLEF 8' CLEF X 5.5' CLEF SW 2' FNC GATE 6' CLEF 5.5' CLEF 6' CLEF BLDGEQUIP CONC SW SW SW SW SW SW SW SW CONC BASEREMOVED LT 4 BLRD 3 BLRD 3 BLRD 2 BLRD 6' TEM P C L E F 6' CLEF 2 BLRD 3 BLRD 6' TEM P C L E F SIGN POST ONCONC BASE 6' CLEF GATE STORAGESHED MISCVALV / // / SL SL SS CENTURYLINK CENTURYLINK F O CENTURYLINK FO CENTURYLINK FO CENTURYLIN K F O CENTURYLINK FO CENTURYLINK FO CENTU R Y L I N K F O RENTONRENTON RENTON RENTON RENTO N RENTON RENT O N RENT O N RENTON RENTON RENTON RENTO NRENTON RENT O N RENTON RENTO NRENTO N WSDO T F O WSDO T F O 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO F O 2-ZAYO FO PSE GAS PSE GA S PSE GAS PSE GA S PSE GAS PSE GAS PSE GAS PSE GAS PSE GAS PSE GAS PSE G A S PSE G A S PSE GAS PSE GAS FOVLT HH GV 5'4" DP 6'8" DP 5' DP 4' DP4' DP 3' DP3'9" DP3'4" DP 2'11" DP 6'9" DP 1'DP 1'11" D P 2'3"DP 2' DP2' DP3'11" DP 3'6" DP 5'9" DP 7'2" DP6'11" DP 7' DP 6'6" DP 4'4" DP 4'3" DP 3'7" DP 2' DP 4'10" DP 5'9" DP 4'7" DP 1'11" DP1'11" DP2'6" DP 5' DP1'4" DP 2'6" DP2'2" DP 3'1" DP2'6" DP 1'7" DP 1'9" DP 1'8" DP 1'6" DP 1'6" DP 1'7" DP 1'6" DP 1'9" DP 7'11" DP 11' DP4'9" DP4'9" DP13'6" DP6'3" DP 5'8" DP 4'1" DP 3'6" D P 4'8" DP 12'6" DP 13'6" DP11'6"DP10' DP 8'5" D P 8'11" D P 8'10" D P 9' DP3'3" DP 3'1" DP3'2" DP2'10" DP1'6" DP1'3" DP 1'9" DP1'7" DP2'5" DP1'7" DP1'7" DP1'4" DP1'5" DP1'10" DP3'1" DP 1' DP 1'10" DP 1'11" DP 2' DP 3'1" DP 3'1" DP 3'6"DP 1'7" DP 2'9" DP 2'1" DP 1'9" DP 1'6" DP 2'1" DP 2'3" DP 2'1" DP 2'3" D P 1'11" DP 1'11" DP 1'11" DP 2'5" D P 1'8" DP 2'1" D P 1'11" DP 2'5" D P 2' DP 2'4"DP 2'10" D P 2'5" DP 2' DP 2'4"DP 2'5" DP5'4" DP5' DP5'5" DP4'8" DP 4'DP3'7"DP2' DP 1'9" DP 2' DP1'9" DP 2'4" DP 2' DP 1'10" DP 2'1" DP 3'11"DP 6'4" DP6'3" DP6'7" DP 2' DP 3'2"DP2'6" DP 4'11" D P 3'11" DP 2'8" DP 3'10" D P 3'3" DP 5'6" DP 7'11" DP 6'7" DP4'5" DP 6'9" DP 6' DP 7'6" DP 5'6" DP 2'5" DP 2'DP 400 404 418 CO 2 BLRD 3'11" DP4'11" DP 3'5" DP3'9" DP 3'10" DP 2'2" DP 1'5" DP BROADBANDVAULT 1' 11" DP 2'3" DP3'11" DP 4'11" DP 1'7" DP 4'5" DP5'6" DP 1' 8" DP 2'5" DP 1'11" DP 3'8" DP4'9" DP 1'4" DP 3' DP5'8" DP 5'10" DP6'2" DP5'5" DP 6' DP4' DP 1'5" DP1'7" DP 2'8" DP 2'4" DP 2'6" DP 4'2" DP 2'4" DP 12' DP 6'11" 3'6" 4'8" 8'11" 1'7" 2' 6'9"4'5" ED(TYP.) ED(TYP.) ED(TYP.) ED(TYP.) 3'10" 4'1"4'9"7" 4'1" 3'11" 5'9" 5" 2'1" 1'11" 9"2'4" 3'1"2'11"3'3" 4'9" 4'11"2'8"2'1"2'8"2'7"2'5" 7"1'1" 1'4" 2'2'1" 2'9" 6" TREE30' DLN 1.5' RET WALLPLANTER 1.5' RET WALLPLANTER CO HH 282929 2728 27 272829293030 292827262524 2827262525 28 28 29 27282626 2829 3 030 3030 2425 26 26 26 27 2 626 26 28 27 27 2626 27 26272828 27262524 28 262 6 2 8 GRADY 151+00 GRADY 152+00 GRADY 153+00 GRADY 154+00 GRADY 155+00 GRADY 156+00 X X X XXXXXXXXXX X X X X X CONC VLT SS SS SS SS SS SS SS SS S S SD SW C O N C B E N C H C O N C B E N C H YIELD A R T W O R K OE OE OE OE OE OE OE OE SW SWE E HH HH 2 HH HH 2ELEC VLT E E E E E E E E E E E E E E E EEE E EEEEE E E E E E E E E E E E FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO W W W W SD SD SD SD SD SD SD SD SD SD SD SD FO FO FO FO FO FO FO FO FO FO SD SD S D FO FO FO OEOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE SD SD SL FO FO FO FO FO FO FO SS SS SS SS SS SS SS SS SS SS SS C E N T U R Y L I N K F O CENTURY L I N K F O 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO FO VLT3'6" DP 5'9" DP 7'2" DP 6'11" DP 7' DP 6'6" DP 4'4" DP 4'3" DP 3'7" DP 2' DP 4'10" DP 5'9" DP 4'7" DP 1'11" DP 1'11" DP 2'6" DP 5' DP 1'4" DP 2'6" DP 2'2" DP 3'1" DP 2'6" DP 1'7" DP 1'9" DP 8 ' 5 " D P 8 ' 1 1 " D P 8 ' 1 0 " D P 9 ' D P 3'3" DP3'1" DP3'2" DP2'10" DP1'6" DP1'3" DP1'9" DP1'7" DP2'5" DP1'7" DP 1'7" DP1'4" DP 1'5" DP1'10" DP 3'1" DP 1' DP 2'4" DP 2'5" D P 4'DP 3'7" DP 2' DP 400 W W E E E E E TTTT WV WV C C SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD 1' 8" D P 1'11" D P 3'8" DP 4'9" DP 1'4" DP 3' DP 5'8" DP 5'10" D P 6'2" DP 5'5" DP 6' DP 4' DP 6'11" 8' 1 1 " ED (TYP.) SD SD SD SD SD SD SD SD SD 2 WV HH S D S D S GRADY WAY BOTTOM OF WET BIOSWALE BOTTOM OF WET BIOSWALE TOP OF WET BIOSWALE IE (IN) 24.28 TOP OF WET BIOSWALE IE (OUT) 24.07 13 104-86 63 LF 12" DI @ 0.50% WESTERN WET BIOSWALE CENTRAL WET BIOSWALE 44 LF 12" SD @ 0.49% 28 2 7 28 2 6 27 282 8 27 26 25 24 28 34 FIL-4 34FIL-5 SEE LANDSCAPING PLANS FOR DETAILS (TYP.) IE (OUT) 25.59 10 LF 12" SD @ 0.41% SEE BT120-CDP 105 29 104-88 10 LF 12" SD @ 0.52% DRAINAGE STRUCTURE TABLE STRUCTURE 104-86 104-88 FIL-4 FIL-5 STRUCTURE DETAILS CB TYPE 1 STA. 152+35.57 (86.39', LT) RIM 23.58 CB TYPE 2 - 48" STA. 155+08.11 (28.09', LT) RIM 27.07 TYPE C UNIT STA. 154+98.55 (26.70', LT) RIM 27.11 TYPE C UNIT STA. 155+18.79 (26.70', LT) RIM 27.16 PIPES IN IE 22.40 (W) IE 22.20 (E) IE 22.45 (W) IE 22.24 (E) PIPES OUT IE 21.61 (NW) IE 22.10 (S) IE 22.45 (E) IE 22.24 (W) EX EX EX UNK (S) EX CONTRACTOR TO FIELD VERIFY STA SEE BT120-CDD503 STA SEE BT120-CDD503 KEY NOTES: KEY NOTES: 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. 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 INSTALL WET BIOFILTRATION SWALE (VAR. BOTTOM WIDTH). SEE DWG. BT120-CDD505 AND BT120-CDD506 FOR DETAILS. ADJUST RIM TO GRADE. 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. 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 DWG. BT120-CDD503 FOR DETAILS AND SPECIAL PROVISIONS 7-05. 13 21 18 19 26 29 34 INSTALL 12" CONCRETE CULVERT. STRUCTURE FRAME AND COVER MEET AASHTO LOAD RATING HS-25. INSTALL BEVELED ENDS PER COR STD PLAN 221.00 42 43 44 20 40 SCALE IN FEET 01020 (1" = 20') N 102 103 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRA D Y WAY 101 104 105 MA T C H L I N E : N O T U S E D T H I S S E R I E S MA T C H L I N E : G R A D Y S T A 1 5 6 + 5 0 SE E D W G BT 1 2 0 - C D P 1 0 5 MATCHLINE: SEE DWG BT120-CDP205 BT120-C-GRADY MATCHLINE: SEE DWG BT120-CDP204 21 19 19 KEY MAP 106 107 18 1818 18 42 No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 2 / 2 5 | 4: 3 4 P M | SA K S H I G C: \ P W W O R K I N G \ J A C O B S _ B & I \ S A K S H I G @ O S B O R N C O N S U L T I N G . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C D P 1 0 2 - 1 0 6 . D W G S1-BT120-CDP102-106 FACILITY ID: Xrefs: xS1-BT120-VRX001 xS1-BT1P20-VSF100 xS1-BT120-CDN001 xS1-BT120-CPP001 xBRT-CUD05-TB22x34 xS1-BTP120-GZK010 xS1-BT120-CAP001 GB-SEAL-SS56324 xS1-BT120-CDP001 xS1-BT120-CGP001 xS1-BT120-RPP001 xS1-BT120-CZN002 xS1-BT120-CZN003 OSBORN CONSULTINGINCORPORATED 44 44 44 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL DRAINAGE PLAN GRADY STA 151+00 TO GRADY STA 156+50 BT120-CDP104 BT120 165 A S. SRIDHARAN H. ONG R. PARISH S. SRIDHARAN 0 12/10/2024 SS RP SS ISSUED FOR BID 1 06/13/2025 SS RP SS ADDENDUM #1 A 10/24/2025 SS RP SS COR PERMIT REVISION - CNWD#001 RTA/CN 0205-24 1"=20' 21 21 43 UPDATES TO ROW AND SEWER SEE SHEETS BT120-RPP104 BT120-RPP201-BT120-RPP205 BT120-USP102,BT120-USP104 BT120-USP201-USP202 BT120-USP204-USP205 A 10-24-2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332141 DRAINAGE STRUCTURE TABLE STRUCTURE 105-81 EX. 105-03 FIL-7 STRUCTURE DETAILS CB TYPE 1L STA. 401+47.96 (44.45', LT) RIM 25.95 EX. CB STA. 401+04.18 (59.32', RT) RIM 24.68 TYPE B UNIT STA. 400+54.60 (19.68', LT) RIM 25.58 PIPES IN IE 21.10 (W) PIPES OUT IE 22.73 (NW) IE 21.10 (NE) IE 21.53 (E) EX STA SEE BT120-CDD502 KEY NOTES: CONNECT TO EXISTING CATCH BASIN. INSTALL BIOFILTRATION SYSTEM TYPE B UNIT. SEE DWG. BT120-CDD502 FOR DETAILS AND SPECIAL PROVISIONS 7-05. INSTALL CATCH BASIN TYPE 1L AND BEEHIVE GRATE PER COR STD PLAN 200.10 AND 262.40. 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. INSTALL WET BIOFILTRATION SWALE (VAR. BOTTOM WIDTH). SEE DWG. BT120-CDD505 AND BT120-CDD506 FOR DETAILS. INSTALL BEVELED ENDS PER COR STD PLAN 221.00 2 18 19 17 16 44 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 CONC CONC CONC SIGN DEBRIS SIGN SIGN SIGN / / / / CONC UT UT UT VLT VLT VLT VLT VLT HH VLTS VLT TRASHBIN TRASHBIN SW SW SW SW DRW DRW TRASHBIN SW SW SW DRW DRW SW SW DRW SW SW SW SW DRW CONC WA L L TT T TMH GV GVGV GVGV2 MISCMH GV GV TMH TMH GV GV GATE CW SW SW CONCBENCH 4' WO O D F N C CW SW CO N C B E N C H CONC B E N C HARTWORKCONC DRW DRW SW SW SW SW DRW DRW CO GV GV GV GV GV GM 2VLTS HH TTMH GM 6' CLEF 6' TEMP CLEF 6' TEMP CLEF 6' TEMP CLEF 6' TEMPCLEF 8' CLEF 5.5' CLEF SW 2' FNC GATE 6' CLEF 5.5' CLEF 6' CLEF BLDGEQUIPCONC SW SW SW SW SW SW SW SW CONC BASEREMOVED LT 4 BLRD 3 BLRD 3 BLRD 2 BLRD 6' TEMP C L E F 6' CLEF 2 BLRD 3 BLRD 6' TE M P C L E F SIGN POST ONCONC BASE 6' CLEF GATE STORAGESHED MISCVALV /// / SL SL CENTURYLINK CENTURYLI N K F O CENTURYLINK FO CENTURYLINK FOCENTURYLINK F O CENTURYLINK FO CENTURYLINK FO CENTUR Y L I N K F O RENTONRENTON RENTON RENTON RENT O N RENTO N RENTO N RENTO N RENTON RENTON RENTON RENT O NRENTON RENTO N RENTO N RENT O NRENT O N WSDOT F O WSDO T F O 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO F O 2-ZAYO FO PSE GAS PSE G A S PSE GA S PSE GAS PSE GAS PSE GAS PSE GA S PSE GAS PSE GAS PSE GAS PSE G A S PSE GA S PSE GAS PSE GAS FOVLT HH GV 5'4" DP 6'8" DP5' DP 4' DP 4' DP 3' DP 3'9" DP3'4" DP 2'11" DP 6'9" DP 1'DP1'11" D P 2'3"DP 2' DP2' DP3'11" DP 3'6" DP 5'9" DP 7'2" DP 6'11" DP 7' DP 6'6" DP 4'4" DP 4'3" DP 3'7" DP 2' DP 4'10" DP 5'9" DP 4'7" DP1'11" DP1'11" DP2'6" DP 5' DP1'4" DP2'6" DP2'2" DP 3'1" DP2'6" DP 1'7" DP 1'9" DP 1'8" DP 1'6" DP 1'6" DP 1'7" DP 1'6" DP 1'9" DP 7'11" DP11' DP4'9" DP4'9" DP13'6" DP6'3" DP 5'8" DP 4'1" DP 3'6" DP 4'8" D P 12'6" DP13'6" DP11'6"DP10' DP 8'5" D P 8'11" D P 8'10" D P 9' DP 3'3" DP3'1" DP3'2" DP2'10" DP1'6" DP1'3" DP1'9" DP1'7" DP2'5" DP1'7" DP1'7" DP1'4" DP1'5" DP1'10" DP3'1" DP1' DP 1'10" DP 1'11" DP 2' DP 3'1" DP 3'1" DP 3'6"DP 1'7" DP 2'9" DP 2'1" DP 1'9" DP 1'6" DP 2'1" DP 2'3" D P 2'1" D P 2'3" DP 1'11" D P 1'11" D P 1'11" D P 2'5" DP 1'8" DP 2'1" DP 1'11" D P 2'5" DP 2' DP 2'4"DP 2'10" D P 2'5" D P 2' DP 2'4"DP 2'5" DP5'4" DP5' DP5'5" DP4'8" DP4'DP3'7"DP2' DP 1'9" DP 2' DP1'9" DP2'4" DP 2' DP 1'10" DP 2'1" DP 3'11"DP 6'4" DP6'3" DP 6'7" DP 2' DP 3'2"DP2'6" DP 4'11" DP 3'11" D P 2'8" DP 3'10" DP 3'3" DP 5'6" DP 7'11" DP6'7" DP 4'5" DP 6'9" DP 6' DP 7'6" DP 5'6" DP 2'5" DP 2'DP 400 404 418 CO 2 BLRD 3'11" DP4'11" DP 3'5" DP 3'9" DP 3'10" DP 2'2" DP 1'5" DP BROADBANDVAULT 1' 11" DP 2'3" DP3'11" DP 4'11" DP 1'7" DP 4'5" DP5'6" DP 1' 8" DP 2'5" DP 1'11" DP 3'8" DP4'9" DP 1'4" DP 3' DP5'8" DP 5'10" DP6'2" DP5'5" DP 6' DP4' DP 1'5" DP 1'7" DP 2'8" DP 2'4" DP 2'6" DP 4'2" DP 2'4" DP12' DP 6'11" 3'6" 4'8" 8'11" 1'7" 2'6'9"4'5" ED(TYP.) ED(TYP.) ED(TYP.) ED(TYP.) 3'10" 4'1" 4'9"7" 4'1" 3'11" 5'9" 5" 2'1" 1'11" 9"2'4"3'1"2'11"3'3" 4'9" 4'11"2'8"2'1"2'8"2'7"2'5" 7"1'1" 1'4" 2'2'1" 2'9" 6" TREE30' DLN 1.5' RET WALLPLANTER 1.5' RET WALLPLANTER CO HH LAKE 399+48 LAKE 400+00 LAK E 4 0 1 + 0 0 GRADY 160+46GRADY 157+00 GRADY 158+00 GRADY 159+00 GRADY 160+00 LAKE STA 400+00.05 = GRADY STA 158+70.91 RAILAKDW 722+12 RAILAK D W 7 1 9 + 0 0 RAILAKDW 7 2 0 + 0 0 RAILA K D W 7 2 1 + 0 0 RAILAKDW STA 722+12.21 = LAKE STA 401+91.32 X X UT VLT S D S D SW T T T T T T T T T T T E EEEEEE T TS HH HH HH HHHH HH TMH VLT TS VLT HH VLT HH E EEEEEEEEEEE E E E E E E E E E FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO SDSDSDSD SD SD SD SD SD SD SD SD SD SD SD SD SD FO FO FO HH HH ///////////////// / / / / / / / // / X X X X X X X X LOAD LIMIT USE CROS S W A L K SW PARK & RIDE USE CROS S W A L K X X X X 2' FNC GATE / / /////// 6' CL E F SW MAZDA SIGN SW SW SW /////////// / / / ////////////// / // OE OE OE OE OE OE OE OE OE OE OE OE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE OE OE OE OE OE OE OE OE OE OE OE OE OE SD SD SD SD SD SD SL FO FO FO FO FO FO FO FO FO FO FO SS CENTURYLINK FO CENTURYLINK FO 2-ZAYO FO 2-ZAYO FO 2-ZAY O F O 2-ZAYO FO EEEEE 1'8" DP 1'6" DP 1'6" DP 1'7" DP 1'6" DP 1'9" DP 7'11" DP11' DP 4'9" DP 4'9" DP 13'6" DP 6'3" DP 5'8" DP 12'6" DP13'6" DP11'6" DP 10' DP TTTTTT E SD SD SDHH 1'5" DP 1'7" DP 2'8" DP 2'4" DP 2'6" DP 4'2" DP 2'4" DP 12' DP ED (TYP.) SD SD HH S GRADY WAY LAK E A V E S IE (IN) 25.97 16FIL-7 2 EX. 105-03 87 LF 12 " S D @ 0 . 4 9 % 1 106-55 55 LF 12" DI @0.72% 9 LF 24" SD @ 0.52% 27 28 27 2 6 2627 262 6 16 FIL-6 3 106-59 EASTERN WET BIOSWALE BOTTOM OF WET BIOSWALE TOP OF WET BIOSWALE 20 40 SCALE IN FEET 01020 (1" = 20') N 102 103 106 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRAD Y WAY 101 104 105 MA T C H L I N E : G R A D Y S T A 1 5 6 + 5 0 SE E D W G BT 1 2 0 - C D P 1 0 4 MATC H L I N E : SEE D W G BT120 - C D P 2 0 4 MATCHLINE: LAKE STA 401+50 SEE DWG BT120-CDP106 EXIST. PL 19 19 KEY MAP 106 107 17 105-81 18 No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 4 / 2 5 | 9: 4 5 A M | SA K S H I G C: \ P W W O R K I N G \ J A C O B S _ B & I \ S A K S H I G @ O S B O R N C O N S U L T I N G . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C D P 1 0 2 - 1 0 6 . D W G S1-BT120-CDP102-106 FACILITY ID: Xrefs: xS1-BT120-VRX001 xS1-BT1P20-VSF100 xS1-BT120-CDN001 xS1-BT120-CPP001 xBRT-CUD05-TB22x34 xS1-BTP120-GZK010 xS1-BT120-CAP001 GB-SEAL-SS56324 xS1-BT120-CDP001 xS1-BT120-CGP001 xS1-BT120-RPP001 xS1-BT120-CZN002 OSBORN CONSULTING INCORPORATED 1 1 44 1 1 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT120-RPP201-BT120-RPP205 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL DRAINAGE PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 BT120-CDP105 BT120 166 1 S. SRIDHARAN H. ONG R. PARISH S. SRIDHARAN 0 12/10/2024 SS RP SS ISSUED FOR BID 1 06/13/2025 SS RP SS ADDENDUM #1 RTA/CN 0205-24 1"=20' 6-9-2025 Condition of Approval #9: Remove upstream drainage pipe. TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332142 Condition of Approval #10: provide letter from WSDOT that system will be maintained privately by WSDOT or other agency. City will not accept maintenance responsibility without an easement. DRAINAGE STRUCTURE TABLE STRUCTURE 106-12 106-20 106-21 106-28 106-29 106-30 106-38 106-39 106-54 106-55 106-56 106-57 106-58 106-59 FIL-6 STRUCTURE DETAILS CB TYPE 1 STA. 402+12.34 (43.40', LT) RIM 25.16 CB TYPE 1 STA. 403+66.40 (25.17', LT) RIM 26.59 CB TYPE 1L STA. 404+25.20 (19.96', LT) RIM 26.16 CB TYPE 1 STA. 618+06.16 (18.15', RT) RIM 26.79 CB TYPE 1 STA. 517+76.74 (14.17', LT) RIM 26.60 CB TYPE 2-48" STA. 517+92.65 (29.50', LT) RIM 27.11 CB TYPE 2 60" STA. 402+31.01 (24.01', LT) RIM 25.56 CB TYPE 2-48" STA. 402+35.01 (15.66', LT) RIM 25.10 CB TYPE 1 STA. 518+06.45 (14.25', LT) RIM 26.36 CB TYPE 1L STA. 401+61.94 (39.32', LT) RIM 25.45 CB TYPE 1 STA. 618+36.25 (18.17', RT) RIM 26.20 CB TYPE 1 STA. 402+20.73 (26.24', LT) RIM 25.02 CB TYPE 1L STA. 402+38.14 (16.73', RT) RIM 24.99 CB TYPE 2-48" STA. 402+30.25 (35.18', RT) RIM 25.67 TYPE B UNIT STA. 402+27.37 (22.60', RT) RIM 25.69 PIPES IN IE 21.82 (N) IE 22.13 (W) IE 22.45 (N) IE 22.45 (E) IE 22.95 (E) IE 22.33 (W) IE 19.30 (E) IE 19.35 (E) IE 20.35 (N) IE 22.77 (NE) IE 21.40 (W) IE 20.90 (W) IE 21.14 (N) PIPES OUT IE 22.95 (SW) IE 21.82 (S) IE 22.13 (S) IE 22.45 (W) IE 22.95 (S) IE 22.33 (E) IE 19.20 (W) IE 19.35 (W) IE 23.10 (W) IE 22.77 (W) IE 22.93 (W) IE 21.80 (E) IE 21.40 (S) IE 20.90 (SE) IE 21.08 (E) EX EX EX STA SEE BT120-CDD502 KEY NOTES: 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. 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. INSTALL 3' WIDE CONCRETE VALLEY GUTTER. SEE DWG. BT120-CRD123 FOR DETAILS. 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. INSTALL BIOFILTRATION SYSTEM TYPE B UNIT. SEE DWG. BT120-CDD502 FOR DETAILS AND SPECIAL PROVISIONS 7-05. 1 3 6 16 14 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 CONC CONC CONC SIGN DEBRIS SIGN SIGN SIGN / / / / CONC UT UT UT VLT VLT VLT VLT VLT HH VLTS VLT TRASHBIN TRASHBIN SW SW SW SW DRW DRW TRASHBIN SW SW SW DRW DRW SW SW DRW SW SW SW SW DRW CONC WALL TTTTMHGV GVGV GV GV 2 MISCMH GV GV TMH TMH GV GV GATE CW SW SW CONCBENCH 4' WOO D F N C CW SW CO N C B E N C H CONC BEN C H AR T W O R K CONC DRW DRW SW SW SW SW DRW DRW CO GV GV GV GV GV GM 2VLTS HH TTMH GM 6' CLEF 6' TEMP CLEF 6' TEMP CLEF 6' TEMP CLEF 6' TEMPCLEF 8' CLEF 5.5' CLEF SW 2' FNC GATE 6' CLE F 5.5' CLEF 6' CLEF BLDGEQUIP CONC SW SW SW SW SW SW SW SW CONC BASEREMOVED LT 4 BLRD 3 BLRD 3 BLRD 2 BLRD 6' TEM P C L E F 6' CLEF 2 BLRD 3 BLRD 6' TEM P C L E F SIGN POST ONCONC BASE 6' CLEF GATE STORAGESHED MISCVALV / // / SL SL SS CENTURYLINK CENTURY L I N K F O CENTURYLINK FO CENTURYLINK FO CENTURYLIN K F O CENTURYLINK FO CENTURYLINK FO CENTU R Y L I N K F O RENTONRENTON RENTON RENTON RENTO N RENTON RENT O N RENT O N RENTON RENTON RENTON RENTO NRENTON RENT O N RENTON RENTO NRENTO N WSDO T F O WSDO T F O 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAY O F O 2-ZAYO FO PSE GAS PSE G A S PSE GAS PSE G A S PSE GAS PSE GAS PSE GAS PSE GAS PSE GAS PSE GAS PSE G A S PSE G A S PSE GAS PSE GAS FOVLT HH GV 5'4" DP 6'8" DP5' DP 4' DP4' DP 3' DP 3'9" DP3'4" DP 2'11" DP 6'9" DP 1'DP 1'11" D P 2'3"DP 2' DP 2' DP3'11" DP 3'6" DP 5'9" DP 7'2" DP 6'11" DP 7' DP 6'6" DP 4'4" DP 4'3" DP 3'7" DP 2' DP 4'10" DP 5'9" DP 4'7" DP1'11" DP1'11" DP2'6" DP 5' DP1'4" DP2'6" DP2'2" DP 3'1" DP2'6" DP 1'7" DP 1'9" DP 1'8" DP 1'6" DP 1'6" DP 1'7" DP 1'6" DP 1'9" DP 7'11" DP 11' DP4'9" DP4'9" DP13'6" DP6'3" DP 5'8" DP 4'1" DP 3'6" D P 4'8" DP 12'6" DP 13'6" DP11'6"DP10' DP 8'5" D P 8'11" D P 8'10" D P 9' DP3'3" DP3'1" DP3'2" DP2'10" DP1'6" DP1'3" DP 1'9" DP1'7" DP2'5" DP1'7" DP1'7" DP1'4" DP1'5" DP1'10" DP3'1" DP 1' DP 1'10" DP 1'11" DP 2' DP 3'1" DP 3'1" DP 3'6"DP 1'7" DP 2'9" DP 2'1" DP 1'9" DP 1'6" DP 2'1" DP 2'3" DP 2'1" DP 2'3" D P 1'11" DP 1'11" DP 1'11" DP 2'5" D P 1'8" DP 2'1" D P 1'11" DP 2'5" D P 2' DP 2'4"DP 2'10" D P 2'5" DP 2' DP 2'4"DP 2'5" DP5'4" DP5' DP5'5" DP4'8" DP 4'DP3'7"DP2' DP 1'9" DP 2' DP1'9" DP 2'4" DP 2' DP 1'10" DP 2'1" DP 3'11"DP 6'4" DP6'3" DP 6'7" DP 2' DP 3'2"DP2'6" DP 4'11" D P 3'11" DP 2'8" DP 3'10" D P 3'3" D P 5'6" D P 7'11" DP 6'7" DP4'5" DP 6'9" DP 6' DP 7'6" DP 5'6" DP 2'5" DP 2'DP 400 404 418 CO 2 BLRD 3'11" DP4'11" DP 3'5" DP3'9" DP 3'10" DP 2'2" DP 1'5" DP BROADBANDVAULT 1' 11" DP 2'3" DP3'11" DP 4'11" DP 1'7" DP 4'5" DP5'6" DP 1' 8" DP 2'5" DP 1'11" DP 3'8" DP4'9" DP 1'4" DP 3' DP5'8" DP 5'10" DP6'2" DP5'5" DP 6' DP4' DP 1'5" DP 1'7" DP 2'8" DP 2'4" DP 2'6" DP 4'2" DP 2'4" DP 12' DP 6'11" 3'6" 4'8" 8'11" 1'7" 2' 6'9"4'5" ED(TYP.) ED(TYP.) ED(TYP.) ED(TYP.) 3'10" 4'1" 4'9"7" 4'1" 3'11" 5'9" 5" 2'1" 1'11" 9"2'4" 3'1"2'11"3'3" 4'9" 4'11"2'8"2'1"2'8"2'7"2'5" 7"1'1" 1'4" 2'2'1" 2'9" 6" TREE30' DLN 1.5' RET WALLPLANTER 1.5' RET WALLPLANTER CO HH LAKE 402+00 LAKE 403+00 LAKE 404+00 LA K E 4 0 5 + 0 0 N T C 5 1 8 + 7 5 N T C 5 1 8 + 0 0 S TC 619+04 S T C 6 1 8 + 0 0 S T C 6 1 9 + 0 0 LAKE STA 403+23.01 = S TC STA 618+80.42 RAILAKDW 722+12 R A I L A K D W 7 2 1 + 0 0 RAILAKDW 722+00 RAILAKDW STA 722+12.21 = LAKE STA 401+91.32 SD SD SD SD SD SD SD SD SD E H H 2W V H H E L E C VL T H H H H E E E SD SD SD SD SDX X X XX X X X X X X X X XXXXXXXXXX 5 . 5 ' C L E F P P S I G N 6' CLEF SW SW SW SW SW 2 B L R D OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE 1 5 M P H S I G N S D S D 4 1 8 H H 2 W M E L E C V L T / / / / / / / / / / / / / / / H A N D I C A P F I R E L A N E W V E L E C P E D G R O U N D R O D S T O P S I G N B U S IN F O S O U T H R E N T O N P L A N T E R SD S D SD SD ^ ^ ^ ^ ^ ^ ^ F F F F C C LAKE AVE S L A K E A V E S 1 106-55 36 LF 12" DI @ 0.50% 38 106-12 28106-38 128 LF 12" SD @ 1.15% 1106-20 38106-21 1 106-54 1106-29 1106-28 1 106-56 3106-30 98 LF 12" SD @ 0.51% 30 LF 12" SD @ 0.50% 30 LF 12" SD @ 1.60% 38 LF 12" SD @ 0.52% 60 LF 12" SD @ 0.51 % 9 LF 24" SD @ 0.52% 3106-39 2 6 2 6 27 26 26 2 7 16 FIL-6 3 106-59 1 106-57 1106-58 46 LF 12" SD @ 0.87% 12 LF 12" SD @ 2.06% 11 LF 12" SD @ 1.69% 16 LF 12" DI @ 0.50% KEY NOTES: 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. INSTALL CATCH BASIN TYPE 1L PER COR STD PLAN 200.10, WITH OPEN CURB FACE FRAME AND GRATE PER COR STD PLAN 203.00. STRUCTURE FRAME AND COVER MEET AASHTO LOAD RATING HS-30. 28 38 45 20 40 SCALE IN FEET 01020 (1" = 20') N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 4 / 2 5 | 9: 5 2 A M | SA K S H I G C: \ P W W O R K I N G \ J A C O B S _ B & I \ S A K S H I G @ O S B O R N C O N S U L T I N G . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C D P 1 0 2 - 1 0 6 . D W G S1-BT120-CDP102-106 FACILITY ID: Xrefs: xS1-BT120-VRX001 xS1-BT1P20-VSF100 xS1-BT120-CDN001 xS1-BT120-CPP001 xBRT-CUD05-TB22x34 xS1-BTP120-GZK010 xS1-BT120-CAP001 GB-SEAL-SS56324 xS1-BT120-CDP001 xS1-BT120-CGP001 xS1-BT120-RPP001 xS1-BT120-CZN002 OSBORN CONSULTING INCORPORATED 102 103 106 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRA D Y WAY 101 104 105 MAT C H L I N E : L A K E S T A 4 0 1 + 5 0 SEE D W G BT1 2 0 - C D P 1 0 5 MATCHLINE: SEE DWG BT120-CDP204 MATCHLINE: SEE DWG BT120-CDP202 6 6 EXIST. PL KEY MAP 107 106 1 1 1 1 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT120-RPP201-BT120-RPP205 1 1 14 45 45 45 45 45 45 45 45 45 4545 1 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL DRAINAGE PLAN LAKE STA 401+50 TO LAKE STA 405+50 BT120-CDP106 BT120 167 1 S. SRIDHARAN H. ONG R. PARISH S. SRIDHARAN 0 12/10/2024 SS RP SS ISSUED FOR BID 1 06/13/2025 SS RP SS ADDENDUM #1 RTA/CN 0205-24 1"=20' 6-9-2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332143 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 DRAINAGE STRUCTURE TABLE STRUCTURE 201-04 201-06 201-07 201-08 201-09 201-10 201-16 201-18 201-27 201-31 201-35 201-42 201-48 201-53 201-54 201-58 201-59 201-60 201-79 201-84 201-85 EX. 201-01 STRUCTURE DETAILS CB TYPE 1 STA. 612+68.36 (14.17', RT) RIM 26.02 CB TYPE 1 STA. 513+69.38 (17.91', LT) RIM 27.26 CB TYPE 1 STA. 613+29.00 (14.17', RT) RIM 26.81 CB TYPE 1 STA. 512+32.15 (14.17', LT) RIM 25.55 CB TYPE 2-48" STA. 611+56.79 (39.50', RT) RIM 24.91 CB TYPE 1L STA. 612+57.15 (40.33', RT) RIM 26.23 CB TYPE 1L STA. 610+85.64 (14.17', RT) RIM 23.67 CB TYPE 1 STA. 610+50.24 (37.16', RT) RIM 23.47 CB TYPE 1 STA. 510+92.12 (18.60', LT) RIM 23.83 CB TYPE 2-48" STA. 610+85.64 (36.74', RT) RIM 24.46 CB TYPE 2-48" STA. 610+83.36 (18.78', LT) RIM 24.15 CB TYPE 1 STA. 512+15.28 (35.28', LT) RIM 26.16 CB TYPE 2-48" STA. 611+11.71 (45.00', RT) RIM 24.86 CB TYPE 1 STA. 611+34.27 (14.17', RT) RIM 24.28 CB TYPE 1 STA. 512+67.24 (14.51', LT) RIM 26.00 CB TYPE 1 STA. 206+22.56 (48.66', RT) RIM 23.51 CB TYPE 2-48" STA. 610+60.72 (15.13', RT) RIM 23.48 CB TYPE 1 STA. 610+55.17 (18.60', RT) RIM 23.46 CB TYPE 2-48" STA. 613+22.21 (39.50', RT) RIM 27.06 CB TYPE 1L STA. 511+06.14 (35.66', LT) RIM 24.68 CB TYPE 1 STA. 610+62.37 (83.87', LT) RIM 23.77 EX. CB STA. 610+68.36 (120.05', LT) RIM 24.00 PIPES IN IE 22.52 (SE) IE 22.52 (NE) IE 24.00 (NE) IE 21.90 (S) IE 21.90 (SE) IE 22.48 (SW) IE 22.48 (SE) IE 21.14 (SE) IE 21.14 (N) IE 21.14 (W) IE 20.34 (NE) IE 20.34 (SE) IE 20.52 (NE) IE 20.52 (SW) IE 21.48 (NE) IE 22.85 (E) IE 21.39 (SW) IE 21.39 (E) IE 21.50 (SE) IE 22.00 (NE) IE 23.00 (E) IE 23.00 (NW) IE 20.30 (SE) IE 20.30 (NE) IE 21.61 (W) IE 22.81 (SE) IE 21.72 (SE) IE 20.60 (E) IE 20.60 (NE) IE 21.20 (W) IE 20.70 (NE) PIPES OUT IE 22.52 (NW) IE 23.88 (W) IE 23.00 (NW) IE 23.31 (SE) IE 21.90 (W) IE 22.48 (NW) IE 21.14 (SW) IE 20.34 (SW) IE 22.10 (SW) IE 20.52 (NW) IE 21.48 (S) IE 22.57 (NW) IE 21.39 (NW) IE 21.50 (NW) IE 23.00 (SW) IE 20.30 (SW) IE 21.61 (E) IE 21.73 (E) IE 22.81 (NW) IE 21.72 (W) IE 20.60 (SW) IE 20.70 (SW) EX EX EX EX EX EX KEY NOTES: SIGN ASPH H VLT W V HH H H HH CO W W W W W FO FO FO FO W W W W WM WV 3WV W V L T HH E E E E E C C 2" DR O P SD SD SD SD SD SD SD X X XX X X X 6' TEMP CLEF X X X X X X X X X X X X X X X X 6' CLEF ELEC EQUIP / / // / / / // / / / / / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / / / / / // / / / / / / / / / / / / / / / / / /// / / // / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / 3 BLR DPIV GATE SD E E E E E E E E E E E E S S S S S S EEEEEEEE E E E E E E E E E HH E E E E E UNKN O W N U T I L I T Y C C C C C C C C C 2 BLR D FH 3'10" 4'1" 4'9" 7 " 4'1" 3'11" 5' 9 " 5 " 2' 1 " 1 ' 1 1 " 9" 2'4" SS SS SS SS SS SS SS SS SS SS SS S S 28 27 26 25 24 24 2726 25 26 27 27 282625 28 N TC 511+00 N TC 512+00 N TC 513+00 N TC 514+00 S TC 611+00 S TC 612+00 S TC 613+00 S TC 614+00 ^ ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ ^ 201-79 4 1 201-06 201-07 1 201-04 1 201-54 1 201-53 1 1 201-08201-27 1 201-35 4 201-59 3 201-60 1 201-16 38 201-48 3 201-09 4 201-42 31201-84 39 134 LF 12" SD @ 0.76% 101 LF 8" SD @ 0.87% 35 LF 8" DI @ 0.88% 95 L F 1 2 " D I @ 0 . 5 1 % 62 LF 8" DI @ 1.00% 12 LF 18" DI @ 0.26% 10 LF 18" DI @ 0.40% 6 LF 18" DI @ 0.61% 26 LF 18" DI @ 0.32% 61 LF 12" SD @ 0.79% 65 LF 12" SD @ 0.51% 43 LF 8 " S D @ 2 . 6 2 % 25 LF 8" DI @ 1.88% 7 LF 8" DI @ 1.83% 45 LF 12" DI @ 1.12% 100 LF 12" DI @ 0.58% 33 LF 12" DI @ 1.03% 19 L F 6 " SD @ 4 . 7 6 % 19 L F 6 " SD @ 3 . 9 1 % 19 L F 6 " SD @ 2 . 9 6 % 19 LF 6" SD @ 0.85%19 L F 6 " SD @ 1 . 7 4 % 19 L F 6 " SD @ 2 . 6 4 % 19 L F 6 " SD @ 3 . 5 4 % 32 LF 6" DI @ 0.96% 114 LF 8" SD @ 0.74% 4 LF 6" SD @ 1.18% 49 LF 12" DI @ 0.74% 35 LF 18" SD @ 0.51% 24 LF 6" DI @ 2.00% 24 LF 6" DI @ 2.00% 28 LF 6" DI @ 4.77% 28 LF 6" DI @ 3.58% 24 LF 6" DI @ 2.00% 24 LF 6" DI @ 2.00% 24 LF 6" DI @ 2.00% MWS - 67 24 3 201-31 MWS 68 24 201-10 38 / // / SS WSDO T F O 6'11" 3'6" 4'8" 8'11" 1'7" 2' 6'9"4'5" ED(TYP.) ED(TYP.) ED(TYP.) ED(TYP.) 3'10" 4'1" 4'9"7" 4'1" 3'11" 5'9" 5" 2'1" 1'11" 9"2'4" 3'1"2'11"3'3" 4'9" 4'11"2'8"2'1"2'8"2'7"2'5" 7"1'1" 1'4" 2'2'1" 2'9" 1.5' RET WALLPLANTER 1.5' RET WALLPLANTER R51.90 R48.54 R50.0 0 R20.00 R19.89 R30.0 0 R35.0 0 R40.00 R40.00 R45.00 R35.00 R50.00 R35.00 R50.00 EX. 201-03 EX. 201-05 MWS - 67 MWS 68 EX. CB STA. 207+17.80 (48.82', RT) RIM 23.61 EX. CB STA. 610+50.56 (23.30', RT) RIM 23.39 TYPE D UNIT STA. 610+85.68 (24.28', RT) RIM 24.30 TYPE D UNIT STA. 610+85.64 (45.00', RT) RIM 24.50 IE 20.50 (NE) IE 20.30 (NE) IE 21.10 (NE) IE 21.31 (SE) IE 20.60 (SW) IE 20.40 (SW) IE 20.55 (SW) IE 20.56 (NE) EX EX EX EX STA SEE BT120-CDD504 STA SEE BT120-CDD504 DRAINAGE STRUCTURE TABLE STRUCTURE STRUCTURE DETAILS PIPES IN PIPES OUT KEY NOTES: 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. CONNECT TO EXISTING CATCH BASIN. 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. INSTALL 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. INSTALL CATCH BASIN TYPE 1 PER COR STD PLAN 200.00, WITH OPEN CURB FACE FRAME AND GRATE PER COR STD PLAN 203.00. 1 2 3 4 5 INSTALL 3' WIDE CONCRETE VALLEY GUTTER. SEE DWG. BT120-CRD123 FOR DETAILS. 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. ADJUST RIM TO GRADE. INSTALL BIOFILTRATION SYSTEM TYPE D UNIT. SEE DWG. BT120-CDD504 FOR DETAILS AND SPECIAL PROVISIONS 7-05. INSTALL 6-INCH CLEANOUTS PER COR STD PLAN 226.00. 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. INSTALL 6-INCH PVC 22-1/2° HORIZONTAL BEND. INSTALL ROOF DOWNSPOUT CONNECTIONS. SEE DETAIL 1, SHEET BT120-AED903. INSTALL CATCH BASIN TYPE 1L PER COR STD PLAN 200.10, WITH OPEN CURB FACE FRAME AND GRATE PER COR STD PLAN 203.00. INSTALL CATCH BASIN TYPE 1L PER COR STD PLAN 200.10, WITH RECTANGULAR FRAME AND RECTANGULAR SOLID METAL COVER PER COR STD PLANS 204.00 AND 204.10, RESPECTIVELY. 6 21 20 31 33 37 38 39 24 25 20 40 SCALE IN FEET 01020 (1" = 20') MATCHLINE: NOT USED THIS SERIES MA T C H L I N E : SE E D W G BT 1 2 0 - C D P 2 0 2 MA T C H L I N E : SE E D W G BT 1 2 0 - C D P 1 0 2 MATCHLINE: SEE DWG BT120-CDP203 102 103 106 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 KEY MAP SW GRA D Y WAY 101 104 105 21 2 EX. 201-05 21 EX. 201-01 9LF 12" SD @ 0.45% 107 33 9LF 8" SD @ 0.45% 20 EX. 201-03 1 201-18 5 201-58 No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 2 / 2 5 | 11 : 0 2 A M | SA K S H I G C: \ P W W O R K I N G \ J A C O B S _ B & I \ S A K S H I G @ O S B O R N C O N S U L T I N G . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C D P 2 0 1 - 2 0 5 . D W G S1-BT120-CDP201-205 FACILITY ID: Xrefs: xS1-BT120-VRX001 xS1-BT120-CDN001 xS1-BTP120-CDP001 xS1-BTP120-CPP001 xBRT-CUD05-TB22x34 xS1-BTP120-GZK010 xS1-BTP120-CAP001 xS1-BTP120-VSF100 xS1-BT120-CGP001 xS1-BT120-CMP001 xS1-BT120-APP211 GB-SEAL-SS56324 xS1-BT120-SGP301 xS1-BT120-RPP001 xS1-BT120-CZN002 xS1-BT120-CZN003 OSBORN CONSULTING INCORPORATED CONNECT TO EXISTING PIPE 37 37 37 37 37 37 31 201-85 6 21 CO 7 25 CO 6 25 CO 5 25 CO 4 25 CO3 25 CO 2 25 CO 125 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL DRAINAGE PLAN S RENTON TRANSIT CENTER BT120-CDP201 BT120 168 A S. SRIDHARAN H. ONG R. PARISH S. SRIDHARAN 0 12/10/2024 SS RP SS ISSUED FOR BID 1 06/13/2025 SS RP SS ADDENDUM #1 A 10/24/2025 SS RP SS COR PERMIT REVISION - CNWD#001 RTA/CN 0205-24 1"=20' A UPDATES TO ROW AND SEWER SEE SHEETS BT120-RPP104 BT120-RPP201-BT120-RPP205 BT120-USP102,BT120-USP104 BT120-USP201-USP202 BT120-USP204-USP205 -RPP205 A N 10-24-2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332144 DRAINAGE STRUCTURE TABLE STRUCTURE 202-24 202-26 202-61 202-80 202-82 FIL-8 FIL-9 FIL-10 STRUCTURE DETAILS CB TYPE 2-48" STA. 617+00.05 (19.00', RT) RIM 28.24 CB TYPE 1L STA. 614+05.23 (22.11', RT) RIM 27.60 CB TYPE 1 STA. 614+06.17 (44.41', RT) RIM 27.56 CB TYPE 2-48" STA. 517+50.29 (29.50', LT) RIM 27.67 CB TYPE 2-48" STA. 615+58.31 (13.50', LT) RIM 30.18 TYPE C UNIT STA. 615+57.82 (19.47', RT) RIM 29.53 TYPE C UNIT STA. 616+47.51 (44.60', RT) RIM 29.02 TYPE C UNIT STA. 617+12.41 (18.43', RT) RIM 28.09 PIPES IN IE 21.50 (W) IE 21.50 (E) IE 24.47 (S) IE 24.59 (S) IE 25.09 (NW) IE 22.55 (NW) IE 24.59 (N) IE 24.61 (W) IE 27.34 (E) IE 23.30 (W) IE 23.55 (N) IE 25.66 (S) IE 21.95 (E) PIPES OUT IE 21.50 (S) IE 24.47 (E) IE 24.59 (N) IE 22.55 (E) IE 24.10 (S) IE 23.23 (E) IE 23.00 (E) IE 21.60 (W) EX KEY NOTES: 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. 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. 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. EXISTING SD PIPE TO REMAIN. INSTALL 6-INCH CLEANOUTS PER COR STD PLAN 226.00. INSTALL BIOFILTRATION SYSTEM TYPE C UNIT. SEE DWG. BT120-CDD503 FOR DETAILS AND SPECIAL PROVISIONS 7-05. INSTALL ROOF DOWNSPOUT CONNECTIONS. SEE DETAIL 1, SHEET BT120-AED903. INSTALL CATCH BASIN TYPE 1L PER COR STD PLAN 200.10, WITH OPEN CURB FACE FRAME AND GRATE PER COR STD PLAN 203.00. STRUCTURE FRAME AND COVER MEET AASHTO LOAD RATING HS-30. 1 3 14 22 25 37 38 34 45 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 WW FO FO FO WM WM WV WV E E E E E E E E E E E E 2" DROP W W W W W S D S D S D S D SD X X X X X X X X X X X X X X X X X X X X X5.5' CLEF 2 BLRD PM X X X X X X X 6' T E M P C L E F X X / /////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / //////// / / / / / / / / / /////// OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE SD SD SD E SS SS S S SS SS 2 9 2 8 28 29 28 2729 29 28 28 29 N TC 514+00 N TC 515+00 N TC 516+00 N TC 517+00 S TC 615+00 S TC 616+00 S TC 617+00 S TC 618+00 ^ ^ ^ ^ ^ ^ ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 1 201-06 202-26 38 34 FIL-8 34 FIL-9 3 202-24 14 202-80 202-61 1 22 LF 12" DI @ 0.54% 40 LF 12" SD @ 1.74% 94 LF 12" SD @ 0.53% 42 LF 12" SD @ 0.52% 19 L F 6 " SD @ 2 . 9 6 % 19 L F 6 " S D @ 2 . 0 0 % 19 L F 6 " S D @ 6 . 2 0 % 19 L F 6 " S D @ 1 0 . 4 3 % 19 L F 6 " S D @ 1 4 . 6 5 % 19 L F 6 " S D @ 1 8 . 7 7 % 19 L F 6 " S D @ 2 2 . 2 6 % 19 L F 6 " S D @ 5 . 2 9 % 19 L F 6 " S D @ 2 . 0 0 % 157 LF 12" DI @ 0.74%32 LF 6" DI @ 1.71% 24 LF 6" DI @ 2.00% 24 LF 6" DI @ 2.00% 24 LF 6" SD @ 2.00% 24 LF 6" SD @ 2.00% 24 LF 6" SD @ 2.00% 24 LF 6" SD @ 2.00% 24 LF 6" DI @ 2.00% SD4202-82 FIL-10 3412 LF 12" SD @ 0.81% 142 LF 12" SD @ 1.22% /// / SS WSDOT F O 6'11" 3'6" 4'8" 8'11" 1'7" 2'6'9"4'5" ED(TYP.) ED(TYP.) ED(TYP.) ED(TYP.) 3'10" 4'1" 4'9"7" 4'1" 3'11" 5'9" 5" 2'1" 1'11" 9"2'4" 3'1"2'11"3'3" 4'9" 4'11"2'8"2'1"2'8"2'7"2'5" 7"1'1" 1'4" 2'2'1" 2'9" 1.5' RET WALLPLANTER 1.5' RET WALLPLANTER R51.90 R48.54 R50.00 R20.00 R19.89 R30.00 R35.00 R40.00 R40.0 0 R45.00 R35.00 R50.00 R35.00 R50.00 20 40 SCALE IN FEET 01020 (1" = 20') N MA T C H L I N E : SE E D W G BT 1 2 0 - C D P 2 0 1 MA T C H L I N E : SE E D W G BT 1 2 0 - C D P 1 0 6 MATCHLINE: SEE DWG BT120-CDP204 102 103 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 KEY MAP SW GRAD Y WAY 101 104 105 22 107 106 No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 2 / 2 5 | 4: 4 0 P M | SA K S H I G C: \ P W W O R K I N G \ J A C O B S _ B & I \ S A K S H I G @ O S B O R N C O N S U L T I N G . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C D P 2 0 1 - 2 0 5 . D W G S1-BT120-CDP201-205 FACILITY ID: Xrefs: xS1-BT120-VRX001 xS1-BT120-CDN001 xS1-BTP120-CDP001 xS1-BTP120-CPP001 xBRT-CUD05-TB22x34 xS1-BTP120-GZK010 xS1-BTP120-CAP001 xS1-BTP120-VSF100 xS1-BT120-CGP001 xS1-BT120-CMP001 xS1-BT120-APP211 GB-SEAL-SS56324 xS1-BT120-SGP301 xS1-BT120-RPP001 xS1-BT120-CZN002 xS1-BT120-CZN003 OSBORN CONSULTINGINCORPORATED 37 37373737 37 CO 1225 CO 1125CO 925 CO 825 CO 1025 CO 1325 CO 14 25 45 45 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL DRAINAGE PLAN S RENTON TRANSIT CENTER BT120-CDP202 BT120 169 A S. SRIDHARAN H. ONG R. PARISH S. SRIDHARAN 0 12/10/2024 SS RP SS ISSUED FOR BID 1 06/13/2025 SS RP SS ADDENDUM #1 A 10/24/2025 SS RP SS COR PERMIT REVISION - CNWD#001 RTA/CN 0205-24 1"=20' A UPDATES TO ROW AND SEWER SEE SHEETS BT120-RPP104 BT120-RPP201-BT120-RPP205 BT120-USP102,BT120-USP104 BT120-USP201-USP202 BT120-USP204-USP205 A 10-24-2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332145 DRAINAGE STRUCTURE TABLE STRUCTURE 203-11 203-13 203-14 203-45 203-46 203-57 203-62 203-63 203-64 203-65 203-71 203-72 203-73 203-74 203-82 STRUCTURE DETAILS CB TYPE 1L STA. 612+50.48 (61.83', RT) RIM 26.58 CB TYPE 1 STA. 611+10.40 (94.60', RT) RIM 24.64 CB TYPE 1 STA. 204+79.77 (98.15', RT) RIM 25.17 CB TYPE 2-48" STA. 716+28.18 (79.73', RT) RIM 27.15 CB TYPE 2-60" STA. 716+11.09 (58.49', RT) RIM 27.18 CB TYPE 1 STA. 612+49.06 (116.59', RT) RIM 27.62 CB TYPE 1 STA. 204+38.56 (97.20', RT) RIM 25.53 CB TYPE 1 STA. 203+87.58 (101.24', RT) RIM 25.82 CB TYPE 1 STA. 204+38.47 (64.42', RT) RIM 25.03 CB TYPE 2-48" STA. 613+57.39 (66.58', RT) RIM 27.40 CB TYPE 1 STA. 613+53.93 (165.92', RT) RIM 26.95 CB TYPE 1L STA. 153+96.92 (214.14', LT) RIM 26.92 CB TYPE 2-48" STA. 611+73.45 (62.25', RT) RIM 25.25 CB TYPE 1 STA. 613+70.81 (183.62', RT) RIM 26.98 CB TYPE 1 STA. 613+92.30 (151.92', RT) RIM 27.52 PIPES IN IE 22.82 (SW) IE 21.65 (SW) IE 22.16 (S) IE 21.35 (W) IE 19.53 (E) IE 21.03 (S) IE 22.51 (S) IE 22.51 (W) IE 22.80 (S) IE 23.03 (SW) IE 23.62 (NE) IE 25.67 (NW) IE 25.67 (SW) PIPES OUT IE 22.82 (NE) IE 21.65 (NE) IE 22.16 (NE) IE 21.35 (N) IE 19.53 (W) IE 23.10 (NE) IE 22.51 (N) IE 22.80 (N) IE 22.80 (E) IE 23.03 (NW) IE 23.53 (NE) IE 23.62 (S) IE 22.05 (N) IE 23.85 (SW) IE 25.17 (N) EX EX KEY NOTES: 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. 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. INSTALL 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. INSTALL 3' WIDE CONCRETE VALLEY GUTTER. SEE DWG. BT120-CRD123 FOR DETAILS. 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 AND THE NEW 12-INCH PIPE(S) TO THE NEW CATCH BASIN PER SPECIAL PROVISIONS 7-05. ADJUST RIM TO GRADE. EXISTING SD PIPE TO REMAIN. INSTALL 6-INCH CLEANOUTS PER COR STD PLAN 1 3 9 21 22 6 4 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 SD E 3 W V W V H H H H HH HH 2 I R R G W M GV 2VLTS E E E E W W W C C C C C C C C C C C C C E E E EE E E E E E E E SD SD X X X X X X X X X X X X X X X X X X X X 6' TEM P C L E F X X X X X 8' CL E F // / / / / / / // / / / / / / / / / / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 6 ' T E M P C L E F SD FO FO FO FO FO FO FO FO FO EE E E E E E E E E F O F O F O F O F O F O F O FO S S S S S S S S S S S S EE E E E E E E E E E E E HH E E C C C W BROA D B A N D VAULT 3'1" 2'11" 3'3" SS SS SS SS SS SS 28 27 26 25 25 2 8 28 3 0 30 26 27 25 RAILAKDW 716+00 1 203-14 203-13 1 204-27 FIL-1 41 203-73 4 203-11 38 1 203-14 1 203-64 203-62 1 203-63 1 203-72 38 203-71 1 203-65 4 203-74 1 1 203-82 1 203-83 203-57 1 203-46 9 203-45 3 33 LF 8" DI @ 0.88% 46 LF 12" DI @ 0.64% 45 LF 12" DI @ 0.51% 99 LF 12" SD @ 0.50% 63 LF 12" SD @ 1.88% 28 LF 12" DI @ 0.53% 26 LF 18" DI @ 0.32% 61 LF 12" DI @ 0.51% 55 L F 1 2 " S D @ 0 . 5 1 % 25 LF 12" DI @ 0.52% 23 LF 12" SD @ 1.51% 44 LF 12" SD @ 0.50% 27 LF 12" SD @ 1.17% 78 L F 1 2 " D I @ 0 . 6 5 % 50 LF 12" DI @ 0.52% 37 LF 12" DI @ 0.95% 34 LF 6" DI @ 0.96% 22 LF 6" DI @ 1.23% 36 LF 6" DI @ 1.05% 28 LF 12" DI @ 0.51% CO /// / SS WSDOT F O 6'11" 3'6" 4'8" 8'11" 1'7" 2'6'9"4'5" ED(TYP.) ED(TYP.) ED(TYP.) ED(TYP.) 3'10" 4'1" 4'9"7" 4'1" 3'11" 5'9" 5" 2'1" 1'11" 9"2'4" 3'1"2'11"3'3" 4'9" 4'11"2'8"2'1"2'8"2'7"2'5" 7"1'1" 1'4" 2'2'1" 2'9" 1.5' RET WALLPLANTER 1.5' RET WALLPLANTER R51.90 R48.54 R50.00 R20.00 R19.89 R30.00 R35.00 R40.00 R40.0 0 R45.00 R35.00 R50.00 R35.00 R50.00 203-83 FIL-1 CB TYPE 1 STA. 613+89.17 (125.10', RT) RIM 27.58 TYPE A UNIT STA. 206+13.12 (51.98', RT) RIM 23.96 IE 25.03 (S) IE 25.53 (NW)IE 25.03 (NE) IE 20.40 (NE)STA SEE BT120-CDD501 DRAINAGE STRUCTURE TABLE STRUCTURE STRUCTURE DETAILS PIPES IN PIPES OUT INSTALL 6-INCH CLEANOUTS PER COR STD PLAN 226.00. INSTALL ROOF DOWNSPOUT CONNECTIONS. SEE DETAIL 1, SHEET BT120-AED903. INSTALL CATCH BASIN TYPE 1L PER COR STD PLAN 200.10, WITH OPEN CURB FACE FRAME AND GRATE PER COR STD PLAN 203.00. INSTALL BIOFILTRATION SYSTEM TYPE A UNIT. SEE DWG. BT120-CDD501 FOR DETAILS AND SPECIAL PROVISIONS 7-05. SEE CDD507 FOR OIL DEBRIS HOOD INSTALLATION AND SPECIAL PROVISIONS 7-05. 25 37 38 41 46 KEY NOTES: 20 40 SCALE IN FEET 01020 (1" = 20') N M A T C H L I N E : SE E D W G BT 1 2 0 - C D P 2 0 4 MATCHLINE: SEE DWG BT120-CDP205 MA T C H L I N E : SE E D W G BT 1 2 0 - C D P 1 0 2 M A T C H L I N E : N O T U S E D T H I S S E R I E S MATCHLINE: SEE DWG BT120-CDP201 102 103 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 KEY MAP SW GRAD Y WAY 101 104 105 22 21 21 6 107 106 No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 2 / 2 5 | 4: 3 9 P M | SA K S H I G C: \ P W W O R K I N G \ J A C O B S _ B & I \ S A K S H I G @ O S B O R N C O N S U L T I N G . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C D P 2 0 1 - 2 0 5 . D W G S1-BT120-CDP201-205 FACILITY ID: Xrefs: xS1-BT120-VRX001 xS1-BT120-CDN001 xS1-BTP120-CDP001 xS1-BTP120-CPP001 xBRT-CUD05-TB22x34 xS1-BTP120-GZK010 xS1-BTP120-CAP001 xS1-BTP120-VSF100 xS1-BT120-CGP001 xS1-BT120-CMP001 xS1-BT120-APP211 GB-SEAL-SS56324 xS1-BT120-SGP301 xS1-BT120-RPP001 xS1-BT120-CZN002 xS1-BT120-CZN003 OSBORN CONSULTINGINCORPORATED 25 37 37 37 46 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL DRAINAGE PLAN S RENTON TRANSIT CENTER BT120-CDP203 BT120 170 A S. SRIDHARAN H. ONG R. PARISH S. SRIDHARAN 0 12/10/2024 SS RP SS ISSUED FOR BID 1 06/13/2025 SS RP SS ADDENDUM #1 A 10/24/2025 SS RP SS COR PERMIT REVISION - CNWD#001 RTA/CN 0205-24 1"=20' UPDATES TO ROW AND SEWER SEE SHEETS BT120-RPP104 BT120-RPP201-BT120-RPP205 BT120-USP102,BT120-USP104 BT120-USP201-USP202 BT120-USP204-USP205 A 10-24-2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332146 DRAINAGE STRUCTURE TABLE STRUCTURE 204-02 204-21 204-23 204-27 204-32 204-33 204-34 204-35 STRUCTURE DETAILS CB TYPE 2-60" STA. 720+56.43 (56.19', LT) RIM 27.05 CB TYPE 2-48" STA. 720+56.43 (47.28', LT) RIM 27.17 CB TYPE 2-48" STA. 616+99.23 (59.11', RT) RIM 27.69 CB TYPE 1 STA. 614+03.21 (69.15', RT) RIM 27.37 CB TYPE 1L STA. 720+36.97 (22.83', LT) RIM 26.71 CB TYPE 1L STA. 720+40.85 (11.17', LT) RIM 26.85 CB TYPE 1L STA. 720+49.15 (11.16', RT) RIM 26.75 CB TYPE 1L STA. 721+37.65 (11.27', RT) RIM 25.55 PIPES IN IE 19.91 (N) IE 19.82 (SE) IE 19.40 (E) IE 19.87 (SW) IE 20.80 (N) IE 20.80 (W) IE 24.72 (SW) IE 25.22 (NW) IE 22.06 (SE) IE 22.06 (NE) IE 22.12 (SE) IE 22.25 (NE) IE 22.69 (E) IE 22.69 (NW) IE 22.69 (SE) PIPES OUT IE 19.40 (W) IE 19.87 (NW) IE 20.80 (S) IE 24.72 (N) IE 22.06 (NW) IE 22.12 (NW) IE 22.25 (NW) IE 22.69 (SW) EX 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 NEW 27-INCH PIPE (NE) AND RECONNECT EXISTING 30-INCH PIPE (SW) TO THE NEW CATCH BASIN PER SPECIAL PROVISIONS 7-05. INSTALL ROOF DOWNSPOUT CONNECTIONS. SEE DETAIL 1, SHEET BT120-AED903. INSTALL CATCH BASIN TYPE 1L PER COR STD PLAN 200.10, WITH OPEN CURB FACE FRAME AND GRATE PER COR STD PLAN 203.00. 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. STRUCTURE FRAME AND COVER MEET AASHTO LOAD RATING HS-30. 30 37 38 40 45 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 X X CONC UT UT VLT SS SD SW WM ELEC VLT E GV GM WM WV WM 2VLTS C C C C C C C C C C C E E E E E E TS VLT HH GM E E E E E E E E E E E E E E E E E E E E F O FO FO FO FO FO FO FO F O SD SD SD SD FO FO HH HH X X X X X X X X X X X X X X X X X X X X X X X X X 6' CLEF X PP PP X X X X 2' FNC GATE / / 6' C L E F SW 4 BLRD 3 BLRD 3 BLRD X X X X 6' CLEF / / / / / / / / / / / ////// / / / / / / / / / / / ////// / / / ////////////// / / /// / / / / / / / / / / / // /// /// //// /// ////////////// /////// / / / / / / / / / / / / / / / / / //////////////// / / / / / / / / ////////////////// / / / / / / / / OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE /////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / BLD EQUIP 6' CLEF OE OE OE SD G G G G G E E E E E E E E E SS SS SS SS SS PSE GAS P S E G A S EEEE EEEEE G G G G G G E E E W W W E E E SS SS SS SS SS SS S S 2'1" 2'9" SS SS SS SS SS ELEC VLT HH S D S D 27 27 28 29 29 30 30 28 28 29 27 28 26 2 626 27 262 6 2 8 IE (OUT) 25.91 LAKE 400+00 LAK E 4 0 1 + 0 0 GRADY 15 9 + 0 0 LAKE STA 400+00.05 = GRADY STA 158+70.91 RAILAKDW 717+00 RAILAKDW 718+00 RAILAKDW 719+00 RAILA K D W 7 2 0 + 0 0 RAIL A K D W 7 2 1 + 0 0 204-27 1 3 204-23 204-43 30 24 MWS-69 38 204-32 38 204-33 38 204-34 1 204-41 38 1 203-65 4 203-74 1 1 204-39 1 204-75 38 204-35 10 204-02 1 203-82 1 203-83 3 204-45 40 12 LF 12" SD @ 0.50% 84 LF 12" DI @ 0.54% 88 L F 1 2 " D I @ 0 . 5 0 % 9 LF 12" SD @ 0.56% 17 LF 12" SD @ 0.81% 45 LF 12" DI @ 0.51% 2 2 L F 1 2 " D I @ 0 . 5 3 % 25 LF 12" SD @ 0.79% 232 LF 30" CONC @ 0 . 0 9 % 61 LF 12" DI @ 0.51% 25 LF 12" DI @ 0.52% 24 LF 12" SD @ 0.53% 57 L F 1 2 " D I @ 0 . 5 2 % 54 LF 12" SD @ 4.10% 62 LF 12" SD @ 1.44% 7 LF 12" DI @ 0.57% 27 LF 12" SD @ 1.17% 22 LF 12" SD @ 1.19% 34 LF 6" DI @ 0.96% 22 LF 6" DI @ 1.23% 36 LF 6" DI @ 1.05% 28 LF 12" DI @ 0.51% CO R 3 0 . 0 0 R4 0 . 0 0 R 4 0 . 0 0 R 4 5 . 0 0 R3 5 . 0 0 R5 0 . 0 0 R 3 5 . 0 0 R5 0 . 0 0 204-21 3 /// / SS WSDO T F O 6'11" 3'6" 4'8" 8'11" 1'7" 2' 6'9"4'5" ED(TYP.) ED(TYP.) ED(TYP.) ED(TYP.) 3'10" 4'1" 4'9"7" 4'1" 3'11" 5'9" 5" 2'1" 1'11" 9"2'4" 3'1"2'11"3'3" 4'9" 4'11"2'8"2'1"2'8"2'7"2'5" 7"1'1" 1'4" 2'2'1" 2'9" 1.5' RET WALLPLANTER 1.5' RET WALLPLANTER R51.9 0 R48.54 R50.00 R20.00 R19.89 R30.00 R35.00 R40.00 R40.00 R45.00 R35.0 0 R50.00 R35.0 0 R50.0 0 204-39 204-41 204-43 204-45 204-75 MWS-69 CB TYPE 1 STA. 721+20.51 (22.83', LT) RIM 25.63 CB TYPE 1 STA. 616+30.05 (99.27', RT) RIM 28.98 CB TYPE 2-60" STA. 717+81.13 (61.29', LT) RIM 29.96 CB TYPE 2-60" STA. 716+92.73 (3.97', LT) RIM 28.33 CB TYPE 1 STA. 721+36.97 (11.17', LT) RIM 25.55 TYPE D UNIT STA. ??? (???', ???) RIM 27.38 IE 19.20 (E) IE 19.10 (NE) IE 21.87 (SE) IE 22.51 (SW) IE 25.96 (N) IE 19.20 (SW) IE 19.40 (W) IE 22.81 (SE) IE 20.01 (NE) EX EXEX STA SEE BT120-CDD504 DRAINAGE STRUCTURE TABLE STRUCTURE STRUCTURE DETAILS PIPES IN PIPES OUT KEY NOTES: 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. 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. 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. EXISTING SD PIPE TO REMAIN. INSTALL BIOFILTRATION SYSTEM TYPE D UNIT. SEE DWG. BT120-CDD504 FOR DETAILS AND SPECIAL PROVISIONS 7-05. 1 10 22 3 24 KEY NOTES: 20 40 SCALE IN FEET 01020 (1" = 20') N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 2 / 2 5 | 4: 4 1 P M | SA K S H I G C: \ P W W O R K I N G \ J A C O B S _ B & I \ S A K S H I G @ O S B O R N C O N S U L T I N G . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C D P 2 0 1 - 2 0 5 . D W G S1-BT120-CDP201-205 FACILITY ID: Xrefs: xS1-BT120-VRX001 xS1-BT120-CDN001 xS1-BTP120-CDP001 xS1-BTP120-CPP001 xBRT-CUD05-TB22x34 xS1-BTP120-GZK010 xS1-BTP120-CAP001 xS1-BTP120-VSF100 xS1-BT120-CGP001 xS1-BT120-CMP001 xS1-BT120-APP211 GB-SEAL-SS56324 xS1-BT120-SGP301 xS1-BT120-RPP001 xS1-BT120-CZN002 xS1-BT120-CZN003 OSBORN CONSULTINGINCORPORATED MA T C H L I N E : SE E D W G BT 1 2 0 - C D P 2 0 3 MA T C H L I N E : SE E D W G BT 1 2 0 - C D P 2 0 5 MATCHLINE: SEE DWG BT120-CDP202 MATCHLI N E : SEE DWG BT120-CD P 1 0 4 MATCHLIN E : SEE DWG BT120-CD P 1 0 5 MA T C H L I N E : SE E D W G BT 1 2 0 - C D P 1 0 6 102 103 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 KEY MAP SW GRAD Y WAY 101 104 105 LIGHTING CHARGING YARD (SEE ELECTRICAL PLANS FOR DETAILS) 22 107 106 37 105-81 45 45 45 45 45 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL DRAINAGE PLAN S RENTON TRANSIT CENTER BT120-CDP204 BT120 171 A S. SRIDHARAN H. ONG R. PARISH S. SRIDHARAN 0 12/10/2024 SS RP SS ISSUED FOR BID 1 06/13/2025 SS RP SS ADDENDUM #1 A 10/24/2025 SS RP SS COR PERMIT REVISION - CNWD#001 RTA/CN 0205-24 1"=20' UPDATES TO ROW AND SEWER SEE SHEETS BT120-RPP104 BT120-RPP201-BT120-RPP205 BT120-USP102,BT120-USP104 BT120-USP201-USP202 BT120-USP204-USP205 A 10-24-2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332147 DRAINAGE STRUCTURE TABLE STRUCTURE 205-49 205-50 205-51 205-76 205-77 205-78 FIL -2 STRUCTURE DETAILS CB TYPE 1 STA. 202+59.88 (64.27', RT) RIM 27.69 CB TYPE 1 STA. 202+59.48 (83.08', RT) RIM 27.97 CB TYPE 2-48" STA. 151+86.32 (126.40', LT) RIM 29.15 CB TYPE 1L STA. 716+11.15 (93.44', RT) RIM 26.61 CB TYPE 2-60" STA. 151+86.65 (183.35', LT) RIM 28.89 CB TYPE 1 STA. 203+19.47 (86.75', RT) RIM 27.00 TYPE A UNIT STA. 202+30.86 (330.22', RT) RIM 27.01 PIPES IN IE 24.57 (W) IE 21.29 (SE) IE 22.43 (N) IE 22.83 (E) IE 21.00 (S) IE 19.79 (E) IE 23.98 (S) PIPES OUT IE 24.67 (E) IE 24.57 (N) IE 21.29 (N) IE 21.61 (E) IE 19.79 (W) IE 23.98 (N) IE 23.01 (N) EX EX STA SEE BT120-CDD501 KEY NOTES: 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. 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. ADJUST RIM TO GRADE. EXISTING SD PIPE TO REMAIN. 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. INSTALL CATCH BASIN TYPE 1L PER COR STD PLAN 200.10, WITH RECTANGULAR FRAME AND RECTANGULAR SOLID METAL COVER PER COR STD PLANS 204.00 AND 204.10, RESPECTIVELY. INSTALL BIOFILTRATION SYSTEM TYPE A UNIT. SEE DWG. BT120-CDD501 FOR DETAILS AND SPECIAL PROVISIONS 7-05. 1 21 22 3 27 41 39 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 X X X X X X X X X X X X X X ASPH ASPH ASPH VLT S D S D S S S S S S S S S S S S S D HH S W OE OE OE SW D R W E E E E WV WV HH HH HH 3HH HH 2 HH HH 4ELE C V L T WM E E E E E E E W E E E FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO SD SD SD FO FO FO FO FO FO FO FO S D S D SS SS SS SS SS E FOF O FO X X X X X X X X X X 6' TE M P C L E F X X X X X X X X X 6' TE M P C L E F X X // / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE SD 2-ZAY O F O C E E E E UTIL V L T HH 5'9" D P 7'2" D P 6'11" D P 7' DP 6'6" D P 4'10" D P 5'9" D P 4'7" D P E SD SD SD SD 3'8" D P 4'9" DP 3' DP 5'8" D P 5'10" D P 6'2" DP 5'5" D P 6'11 " ED (TYP . ) 4'9 " 4'11" 2'8" 2'1" 2'8" 2'7" 2'5 " 7" 1'1" 1'4" 2' SD SD SD SD SD SD SD HH 28 29 29 2 7 28 28 27 26 25 24 28 S GR A D Y W A Y R A I N I E R A V E S 28 GRA D Y 1 5 3 + 0 0 GRA D Y 1 5 4 + 0 0 R A I N I E R 2 0 2 + 0 0 205-78 1 205-50 1 205-49 1 205-76 39 205-77 27 205-51 3 FIL -2 41 EX 205-04 21 63 LF 12" DI @ 1.88% 5 4 L F 1 2 " D I @ 1 . 0 9 % 19 LF 12" DI @ 0.53% 5 7 L F 1 2 " S D @ 0 . 5 1 % 63 LF 12" SD @ 0.50% 22 LF 12" SD @ 1.19% R 5 1 . 9 0 R 4 8 . 5 4 R 5 0 . 0 0 R 2 0 . 0 0 R 1 9 . 8 9 R3 0 . 0 0 11 LF 8" SD @ 1.37% /// / SS WSDOT F O 6'11" 3'6" 4'8" 8'11" 1'7" 2'6'9"4'5" ED(TYP.) ED(TYP.) ED(TYP.) ED(TYP.) 3'10" 4'1" 4'9"7" 4'1" 3'11" 5'9" 5" 2'1" 1'11" 9"2'4" 3'1"2'11"3'3" 4'9" 4'11"2'8"2'1"2'8"2'7"2'5" 7"1'1" 1'4" 2'2'1" 2'9" 1.5' RET WALLPLANTER 1.5' RET WALLPLANTER 20 40 SCALE IN FEET 01020 (1" = 20') N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 2 / 2 5 | 4: 4 2 P M | SA K S H I G C: \ P W W O R K I N G \ J A C O B S _ B & I \ S A K S H I G @ O S B O R N C O N S U L T I N G . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C D P 2 0 1 - 2 0 5 . D W G S1-BT120-CDP201-205 FACILITY ID: Xrefs: xS1-BT120-VRX001 xS1-BT120-CDN001 xS1-BTP120-CDP001 xS1-BTP120-CPP001 xBRT-CUD05-TB22x34 xS1-BTP120-GZK010 xS1-BTP120-CAP001 xS1-BTP120-VSF100 xS1-BT120-CGP001 xS1-BT120-CMP001 xS1-BT120-APP211 GB-SEAL-SS56324 xS1-BT120-SGP301 xS1-BT120-RPP001 xS1-BT120-CZN002 xS1-BT120-CZN003 OSBORN CONSULTINGINCORPORATED MAT C H L I N E : SEE D W G BT1 2 0 - C D P 1 0 4 22 MATCHLINE: SEE DWG BT120-CDP203 M A T C H L I N E : N O T U S E D T H I S S E R I E S 102 103 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 KEY MAP SW GRAD Y WAY 101 104 105 107 106 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL DRAINAGE PLAN S RENTON TRANSIT CENTER BT120-CDP205 BT120 172 A S. SRIDHARAN H. ONG R. PARISH S. SRIDHARAN 0 12/10/2024 SS RP SS ISSUED FOR BID 1 06/13/2025 SS RP SS ADDENDUM #1 A 10/24/2025 SS RP SS COR PERMIT REVISION - CNWD#001 RTA/CN 0205-24 1"=20' UPDATES TO ROW AND SEWER SEE SHEETS BT120-RPP104 BT120-RPP201-BT120-RPP205 BT120-USP102,BT120-USP104 BT120-USP201-USP202 BT120-USP204-USP205 A 10-24-2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332148 10 15 20 25 30 35 40 10 15 20 25 30 35 40 ''26 . 7 ' 26 . 6 8 ' 27 . 3 27 . 3 2 27 . 6 27 . 5 8 27 . 7 27 . 7 1 27 . 7 ' 27 . 7 3 ' 27 . 7 27 . 7 3 27 . 3 27 . 3 4 26 . 9 26 . 9 3 26 . 5 ' 26 . 5 0 ' 26 . 1 26 . 1 4 27 . 1 27 . 0 5 28 . 0 27 . 9 6 27 . 9 ' 27 . 8 6 ' 27 . 6 27 . 6 2 27 . 4 27 . 4 2 26 . 5 26 . 5 3 26 . 2 ' 26 . 1 8 ' 26 . 1 26 . 0 6 25 . 9 25 . 8 6 26 . 8 26 . 7 8 26 . 8 ' 26 . 8 0 ' 27 . 1 27 . 1 1 27 . 5 27 . 4 8 27 . 3 ' 27 . 3 0 ' 20 4 - 0 2 , C B T Y P E 2 - 6 0 " BT 1 2 0 - C - R A I L A K D W ST A . 7 2 0 + 5 6 . 4 3 , 5 6 . 1 9 ' L T RI M 2 7 . 2 1 12 " I E ( I N ) 1 9 . 9 1 ( N ) 12 " I E ( I N ) 1 9 . 8 2 ( S E ) 27 " I E ( I N ) 1 9 . 4 0 ( E ) 30 " I E ( O U T ) 1 9 . 4 0 ( W ) FINISHED GRADE @ PIPE C L EXISTING GROUND @ PIPE C L 10 6 - 3 8 , C B T Y P E 2 6 0 " BT 1 2 0 - C - L A K E ST A . 4 0 2 + 3 1 . 0 1 , 2 4 . 0 1 ' L T RI M 2 5 . 5 6 24 " I E ( I N ) 1 9 . 3 0 ( E ) 27 " I E ( O U T ) 1 9 . 2 0 ( W ) 102 LF EX. 30" CONC @ 0.10% 20 4 - 4 3 , C B T Y P E 2 - 6 0 " BT 1 2 0 - C - R A I L A K D W ST A . 7 1 7 + 8 1 . 1 3 , 6 1 . 2 9 ' L T RI M 2 9 . 9 6 30 " I E ( I N ) 1 9 . 2 0 ( E ) 30 " I E ( O U T ) 1 9 . 2 0 ( S W ) 103 LF EX. 30" CONC @ 0.13% EX . EX . EX . EX .EX . MA T C H L I N E : S E E B E L O W L E F T 20 4 - 4 5 , C B T Y P E 2 - 6 0 " BT 1 2 0 - C - R A I L A K D W ST A . 7 1 6 + 9 2 . 7 3 , 3 . 9 7 ' L T RI M 2 8 . 3 3 30 " I E ( I N ) 1 9 . 1 0 ( N E ) 30 " I E ( O U T ) 1 9 . 4 0 ( W ) 162 LF EX. 27" CONC @ 0.12%232 LF 30" CONC @ 0.09% PROP 8" SS IE 16.23 PROP ELECTRICAL DUCT BANK IE = 24.02 PROP ELECTRICAL DUCT BANK IE = 23.40 PROP ELECTRICAL DUCT BANK IE 23.75 PROP ELECTRICAL DUCT BANK IE = 23.56 10 15 20 25 30 35 40 10 15 20 25 30 35 40 25 . 9 ' 25 . 7 6 ' 25 . 6 ' 25 . 5 8 ' 25 . 5 25 . 7 25 . 5 9 25 . 0 '' EX . 1 0 5 - 0 3 , E X . C B BT 1 2 0 - C - L A K E ST A . 4 0 1 + 0 4 . 1 8 , 5 9 . 3 2 ' R T RI M 2 4 . 6 8 12 " I E ( I N ) 2 1 . 1 0 ( W ) 12 " I E ( O U T ) 2 1 . 1 0 ( N E ) EXISTING GROUND @ PIPE CL FINISHED GRADE @ PIPE CL FI L - 7 , T Y P E B U N I T BT 1 2 0 - C - L A K E ST A . 4 0 0 + 5 4 . 6 0 , 1 9 . 6 8 ' L T RI M 2 5 . 5 8 12 " I E ( O U T ) 2 1 . 5 3 ( E ) 87 LF 12" SD @ 0.49% ''26 . 5 ' 25 . 5 9 ' 26 . 4 28 . 2 2 26 . 3 27 . 6 9 ''10 15 20 25 30 35 40 10 15 20 25 30 35 40 L L OUTLET FROM SWALE IE 25.97 55 LF 12" DI @ 0.72% TO CENTRAL SWALE IE 25.59 FINISHED GRADE @ PIPE C EXISTING GROUND @ PIPE C 10 15 20 25 30 35 40 10 15 20 25 30 35 40 27 . 3 ' 27 . 3 0 ' 27 . 4 ' 27 . 4 3 ' 27 . 3 27 . 3 3 27 . 3 27 . 2 9 27 . 4 27 . 4 5 27 . 3 ' 27 . 3 2 ' 27 . 3 27 . 3 1 27 . 2 27 . 1 8 27 . 4 27 . 4 1 27 . 6 ' 27 . 6 2 ' 27 . 8 27 . 8 5 27 . 9 27 . 9 2 29 . 0 28 . 9 7 '' 20 5 - 7 7 , C B T Y P E 2 - 6 0 " BT 1 2 0 - C - G R A D Y ST A . 1 5 1 + 8 6 . 6 5 , 1 8 3 . 3 5 ' L T RI M 2 8 . 8 9 12 " I E ( I N ) 2 1 . 0 0 ( S ) 30 " I E ( I N ) 1 9 . 7 9 ( E ) 30 " I E ( O U T ) 1 9 . 7 9 ( W ) 20 3 - 4 6 , C B T Y P E 2 - 6 0 " BT 1 2 0 - C - R A I L A K D W ST A . 7 1 6 + 1 1 . 0 9 , 5 8 . 4 9 ' R T RI M 2 7 . 1 8 30 " I E ( I N ) 1 9 . 5 3 ( E ) 12 " I E ( I N ) 2 1 . 0 3 ( S ) 30 " I E ( O U T ) 1 9 . 5 3 ( W ) 210 LF EX. 30" CONC @ 0.12%85 LF EX. 30" CONC @ 0.13% FINISHED GRADE @ PIPE C L EXISTING GROUND @ PIPE C L MA T C H L I N E : S E E A B O V E R I G H T EX . EX . EX . EX . EX . EX . EX . 2 0 5 - 0 4 , 4 8 " B R I C K BT 1 2 0 - C - R A I N I E R ST A . 2 0 2 + 0 2 . 7 2 , 5 5 . 3 6 ' R T RI M 2 8 . 9 2 30 " I E ( I N ) 1 9 . 9 0 ( E ) 24 " I E ( O U T ) 1 9 . 8 0 ( W ) SCALE IN FEET 02.5 55 10 (1" = 5') 20 40 SCALE IN FEET 01020 (1" = 20') (HOR.)(VERT.) 106-38 TO EX 204-45 SCALE 1" = 20' H, 1" = 5' V 105-52 TO EX. 105-03 SCALE 1" = 20' H, 1" = 5' V EASTERN SWALE TO CENTRAL SWALE SCALE 1" = 20' H, 1" = 5' V 203-46 TO EX 205-04 SCALE 1" = 20' H, 1" = 5' V No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 4 / 2 5 | 11 : 1 2 A M | SA K S H I G C: \ P W W O R K I N G \ J A C O B S _ B & I \ S A K S H I G @ O S B O R N C O N S U L T I N G . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C D V 2 0 1 - 2 0 7 . D W G S1-BT120-CDV201-207 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CDV001 GB-SEAL-SS56324 OSBORN CONSULTING INCORPORATED 1 1 1 1 1 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL DRAINAGE PROFILE S RENTON TRANSIT CENTER BT120-CDV201 BT120 173 1 S. SRIDHARAN H. ONG R. PARISH S. SRIDHARAN 0 12/10/2024 SS RP SS ISSUED FOR BID 1 06/13/2025 SS RP SS ADDENDUM #1 RTA/CN 0205-24 1"=20' 6-9-2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332149 10 15 20 25 30 35 40 10 15 20 25 30 35 40 ''26 . 6 ' 24 . 8 6 ' 27 . 2 25 . 2 0 28 . 2 25 . 0 1 27 . 8 25 . 2 9 28 . 1 ' 25 . 6 2 ' 28 . 0 25 . 9 5 27 . 7 26 . 2 8 27 . 7 26 . 6 0 27 . 5 ' 26 . 9 2 ' 27 . 4 27 . 2 8 27 . 2 27 . 3 8 27 . 3 27 . 3 8 27 . 4 ' 27 . 2 4 ' 27 . 5 27 . 1 0 27 . 5 26 . 9 8 27 . 5 ' 27 . 4 2 ' 20 1 - 1 0 , C B T Y P E 1 L BT 1 2 0 - C - S T C ST A . 6 1 2 + 5 7 . 1 5 , 4 0 . 3 3 ' R T RI M 2 6 . 2 3 12 " I E ( I N ) 2 2 . 4 8 ( S W ) 12 " I E ( I N ) 2 2 . 4 8 ( S E ) 12 " I E ( O U T ) 2 2 . 4 8 ( N W ) EXISTING GROUND @ PIPE CL FINISHED GRADE @ PIPE CL 99 LF 12" SD @ 0.50% 20 1 - 7 9 , C B T Y P E 2 - 4 8 " BT 1 2 0 - C - S T C ST A . 6 1 3 + 2 2 . 2 1 , 3 9 . 5 0 ' R T RI M 2 7 . 0 6 12 " I E ( I N ) 2 2 . 8 1 ( S E ) 12 " I E ( O U T ) 2 2 . 8 1 ( N W ) 20 3 - 6 5 , C B T Y P E 2 - 4 8 " BT 1 2 0 - C - S T C ST A . 6 1 3 + 5 7 . 3 9 , 6 6 . 5 8 ' R T RI M 2 7 . 4 0 12 " I E ( I N ) 2 3 . 0 3 ( S W ) 12 " I E ( O U T ) 2 3 . 0 3 ( N W ) 20 3 - 7 1 , C B T Y P E 1 BT 1 2 0 - C - S T C ST A . 6 1 3 + 5 3 . 9 3 , 1 6 5 . 9 2 ' R T RI M 2 6 . 9 5 12 " I E ( O U T ) 2 3 . 5 3 ( N E ) 20 1 - 4 8 , C B T Y P E 2 - 4 8 " BT 1 2 0 - C - S T C ST A . 6 1 1 + 1 1 . 7 1 , 4 5 . 0 0 ' R T RI M 2 4 . 8 5 12 " I E ( I N ) 2 1 . 3 9 ( S W ) 12 " I E ( I N ) 2 1 . 3 9 ( E ) 18 " I E ( O U T ) 2 1 . 3 9 ( N W ) 20 1 - 0 9 , C B T Y P E 2 - 4 8 " BT 1 2 0 - C - S T C ST A . 6 1 1 + 5 6 . 7 9 , 3 9 . 5 0 ' R T RI M 2 4 . 9 1 12 " I E ( I N ) 2 1 . 9 0 ( S ) 12 " I E ( I N ) 2 1 . 9 0 ( S E ) 12 " I E ( O U T ) 2 1 . 9 0 ( W ) 65 LF 12" SD @ 0.51% 44 LF 12" SD @ 0.50% 45 LF 12" DI @ 1.12% 100 LF 12" DI @ 0.58% 5 10 15 20 25 30 35 5 10 15 20 25 30 35 ''24 . 7 ' 23 . 6 7 ' 24 . 5 24 . 0 6 24 . 5 24 . 7 1 24 . 3 23 . 9 3 '''' 62 LF 8" DI @ 1.00% L FINISHED GRADE @ PIPE C L EXISTING GROUND @ PIPE C 20 1 - 2 7 , C B T Y P E 1 BT 1 2 0 - C - N T C ST A . 5 1 0 + 9 2 . 1 2 , 1 8 . 6 0 ' L T RI M 2 3 . 8 3 8" I E ( O U T ) 2 2 . 1 0 ( S W ) 20 1 - 3 5 , C B T Y P E 2 - 4 8 " BT 1 2 0 - C - S T C ST A . 6 1 0 + 8 3 . 3 6 , 1 8 . 7 8 ' L T RI M 2 4 . 1 5 8" I E ( I N ) 2 1 . 4 8 ( N E ) 12 " I E ( O U T ) 2 1 . 4 8 ( S ) 33 LF 12" DI @ 1.03% 20 1 - 1 6 , C B T Y P E 1 L BT 1 2 0 - C - S T C ST A . 6 1 0 + 8 5 . 6 4 , 1 4 . 1 7 ' R T RI M 2 3 . 6 7 12 " I E ( I N ) 2 1 . 1 4 ( S E ) 12 " I E ( I N ) 2 1 . 1 4 ( N ) 8" I E ( I N ) 2 1 . 1 4 ( W ) 18 " I E ( O U T ) 2 1 . 1 4 ( S W ) PROP 12" W IE 18.12 10 15 20 25 30 35 40 10 15 20 25 30 35 40 ''25 . 4 ' 24 . 4 6 ' 24 . 8 23 . 6 8 25 . 7 24 . 0 0 26 . 4 24 . 3 3 27 . 0 ' 24 . 6 5 ' 27 . 4 24 . 9 8 28 . 0 25 . 2 9 28 . 0 25 . 6 3 27 . 7 ' 25 . 9 5 ' 27 . 7 26 . 2 8 27 . 3 26 . 5 9 27 . 1 26 . 9 3 26 . 7 ' 27 . 2 5 ' '' 20 1 - 0 4 , C B T Y P E 1 BT 1 2 0 - C - S T C ST A . 6 1 2 + 6 8 . 3 6 , 1 4 . 1 7 ' R T RI M 2 6 . 0 2 12 " I E ( I N ) 2 2 . 5 2 ( S E ) 12 " I E ( I N ) 2 2 . 5 2 ( N E ) 12 " I E ( O U T ) 2 2 . 5 2 ( N W ) EXISTING GROUND @ PIPE CL FINISHED GRADE @ PIPE CL MW S - 6 7 , T Y P E D U N I T BT 1 2 0 - C - S T C ST A . 6 1 0 + 8 8 . 7 0 , 2 3 . 5 3 ' R T RI M 2 4 . 3 0 18 " I E ( I N ) 2 1 . 1 0 ( N E ) 18 " I E ( O U T ) 2 0 . 5 5 ( S W ) 20 1 - 0 7 , C B T Y P E 1 BT 1 2 0 - C - S T C ST A . 6 1 3 + 2 9 . 0 0 , 1 4 . 1 7 ' R T RI M 2 6 . 8 1 6" I E ( I N ) 2 4 . 0 0 ( N E ) 12 " I E ( O U T ) 2 3 . 0 0 ( N W ) 134 LF 12" SD @ 0.76% 20 1 - 3 1 , C B T Y P E 2 - 4 8 " BT 1 2 0 - C - S T C ST A . 6 1 0 + 8 5 . 6 4 , 3 6 . 7 4 ' R T RI M 2 4 . 4 6 18 " I E ( I N ) 2 0 . 5 2 ( N E ) 18 " I E ( I N ) 2 0 . 5 2 ( S W ) 18 " I E ( O U T ) 2 0 . 5 2 ( N W ) 12 LF 18" DI @ 0.26% 10 LF 18" DI @ 0.40% 61 LF 12" SD @ 0.79% 20 1 - 5 3 , C B T Y P E 1 BT 1 2 0 - C - S T C ST A . 6 1 1 + 3 4 . 2 7 , 1 4 . 1 7 ' R T RI M 2 4 . 2 8 12 " I E ( I N ) 2 1 . 5 0 ( S E ) 6" I E ( I N ) 2 2 . 0 0 ( N E ) 12 " I E ( O U T ) 2 1 . 5 0 ( N W ) 49 LF 12" DI @ 0.74% 20 1 - 1 6 , C B T Y P E 1 L BT 1 2 0 - C - S T C ST A . 6 1 0 + 8 5 . 6 4 , 1 4 . 1 7 ' R T RI M 2 3 . 6 7 12 " I E ( I N ) 2 1 . 1 4 ( S E ) 12 " I E ( I N ) 2 1 . 1 4 ( N ) 8" I E ( I N ) 2 1 . 1 4 ( W ) 18 " I E ( O U T ) 2 1 . 1 4 ( S W ) 10 15 20 25 30 35 40 10 15 20 25 30 35 40 27 . 5 ' 27 . 4 2 ' 27 . 4 26 . 9 5 27 . 2 ' 27 . 1 3 ' 26 . 8 26 . 9 2 27 . 2 26 . 7 9 28 . 4 26 . 6 7 29 . 0 ' 27 . 0 3 ' 27 . 6 27 . 1 9 '' 20 3 - 7 4 , C B T Y P E 1 BT 1 2 0 - C - S T C ST A . 6 1 3 + 7 0 . 8 1 , 1 8 3 . 6 2 ' R T RI M 2 6 . 9 8 12 " I E ( O U T ) 2 3 . 8 5 ( S W ) 45 LF 12" DI @ 0.51% 20 3 - 7 2 , C B T Y P E 1 L BT 1 2 0 - C - G R A D Y ST A . 1 5 3 + 9 6 . 9 2 , 2 1 4 . 1 4 ' L T RI M 2 6 . 9 2 12 " I E ( I N ) 2 3 . 6 2 ( N E ) 12 " I E ( O U T ) 2 3 . 6 2 ( S ) 63 LF 12" SD @ 1.88% 20 5 - 7 6 , C B T Y P E 1 L BT 1 2 0 - C - R A I L A K D W ST A . 7 1 6 + 1 1 . 1 5 , 9 3 . 4 4 ' R T RI M 2 6 . 6 1 12 " I E ( I N ) 2 2 . 4 3 ( N ) 8" I E ( I N ) 2 2 . 8 3 ( E ) 12 " I E ( O U T ) 2 1 . 6 1 ( E ) EXISTING GROUND @ PIPE C FINISHED GRADE @ PIPE C L L 20 3 - 4 6 , C B T Y P E 2 - 6 0 " BT 1 2 0 - C - R A I L A K D W ST A . 7 1 6 + 1 1 . 0 9 , 5 8 . 4 9 ' R T RI M 2 7 . 1 8 30 " I E ( I N ) 1 9 . 5 3 ( E ) 12 " I E ( I N ) 2 1 . 0 3 ( S ) 30 " I E ( O U T ) 1 9 . 5 3 ( W ) 20 3 - 4 5 , C B T Y P E 2 - 4 8 " BT 1 2 0 - C - R A I L A K D W ST A . 7 1 6 + 2 8 . 1 8 , 7 9 . 7 3 ' R T RI M 2 7 . 0 5 12 " I E ( I N ) 2 1 . 3 5 ( W ) 12 " I E ( O U T ) 2 1 . 3 5 ( N ) 22 LF 12" SD @ 1.19% 27 LF 12" SD @ 1.17% SCALE IN FEET 02.5 55 10 (1" = 5') 20 40 SCALE IN FEET 01020 (1" = 20') (HOR.)(VERT.) 201-16 TO 201-27 SCALE 1" = 20' H, 1" = 5' V 201-48 TO 203-71 SCALE 1" = 20' H, 1" = 5' V 201-31 TO 201-07 SCALE 1" = 20' H, 1" = 5' V 203-74 TO 203-46 SCALE 1" = 20' H, 1" = 5' V No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 4 / 2 5 | 11 : 0 6 A M | SA K S H I G C: \ P W W O R K I N G \ J A C O B S _ B & I \ S A K S H I G @ O S B O R N C O N S U L T I N G . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C D V 2 0 1 - 2 0 7 . D W G S1-BT120-CDV201-207 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CDV001 GB-SEAL-SS56324 OSBORN CONSULTING INCORPORATED 1 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL DRAINAGE PROFILE S RENTON TRANSIT CENTER BT120-CDV202 BT120 174 1 S. SRIDHARAN H. ONG R. PARISH S. SRIDHARAN 0 12/10/2024 SS RP SS ISSUED FOR BID 1 06/13/2025 SS RP SS ADDENDUM #1 RTA/CN 0205-24 1"=20' 6-9-2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332150 10 15 20 25 30 35 40 10 15 20 25 30 35 40 ''26 . 6 ' 26 . 7 5 ' 26 . 8 26 . 4 2 27 . 3 26 . 1 0 27 . 5 25 . 7 7 27 . 5 ' 25 . 9 4 ' 27 . 4 25 . 4 1 '' 20 4 - 3 4 , C B T Y P E 1 L BT 1 2 0 - C - R A I L A K D W ST A . 7 2 0 + 4 9 . 1 5 , 1 1 . 1 6 ' R T RI M 2 6 . 7 5 12 " I E ( I N ) 2 2 . 2 5 ( N E ) 12 " I E ( O U T ) 2 2 . 2 5 ( N W ) 88 LF 12" DI @ 0.50% 16 LF 12" DI @ 0.50% FINISHED GRADE @ PIPE CL EXISTING GROUND @ PIPE CL 36 LF 12" DI @ 0.50% 10 6 - 5 5 , C B T Y P E 1 L BT 1 2 0 - C - R A I L A K D W ST A . 7 2 1 + 6 0 . 1 2 , 1 6 . 1 7 ' R T RI M 2 5 . 4 5 12 " I E ( I N ) 2 2 . 7 7 ( N E ) 12 " I E ( O U T ) 2 2 . 7 7 ( W ) 10 6 - 1 2 , C B T Y P E 1 ?? ? ST A . ? ? ? , ? ? ? ' ? ? ? RI M 2 5 . 1 6 12 " I E ( O U T ) 2 2 . 9 5 ( S W ) 20 4 - 3 5 , C B T Y P E 1 L BT 1 2 0 - C - R A I L A K D W ST A . 7 2 1 + 3 7 . 6 5 , 1 1 . 2 7 ' R T RI M 2 5 . 5 5 12 " I E ( I N ) 2 2 . 6 9 ( E ) 12 " I E ( I N ) 2 2 . 6 9 ( N W ) 12 " I E ( I N ) 2 2 . 6 9 ( S E ) 12 " I E ( O U T ) 2 2 . 6 9 ( S W ) 10 15 20 25 30 35 40 10 15 20 25 30 35 40 ''25 . 2 ' 25 . 2 5 ' 24 . 9 24 . 9 5 '' 20 3 - 7 3 , C B T Y P E 2 - 4 8 " BT 1 2 0 - C - S T C ST A . 6 1 1 + 7 3 . 4 5 , 6 2 . 2 5 ' R T RI M 2 5 . 2 5 12 " I E ( O U T ) 2 2 . 0 5 ( N ) 28 LF 12" DI @ 0.53% 20 1 - 0 9 , C B T Y P E 2 - 4 8 " BT 1 2 0 - C - S T C ST A . 6 1 1 + 5 6 . 7 9 , 3 9 . 5 0 ' R T RI M 2 4 . 9 1 12 " I E ( I N ) 2 1 . 9 0 ( S ) 12 " I E ( I N ) 2 1 . 9 0 ( S E ) 12 " I E ( O U T ) 2 1 . 9 0 ( W ) L FINISHED GRADE @ PIPE C L EXISTING GROUND @ PIPE C 5 10 15 20 25 30 35 5 10 15 20 25 30 35 ''26 . 6 ' 26 . 7 5 ' 26 . 9 27 . 3 4 27 . 3 27 . 0 0 27 . 3 27 . 2 6 27 . 3 ' 27 . 1 0 ' 27 . 3 27 . 3 4 27 . 3 27 . 6 9 27 . 5 28 . 2 5 '''' 9 LF 12" SD @ 0.56% 20 4 - 2 1 , C B T Y P E 2 - 4 8 " ?? ? ST A . ? ? ? , ? ? ? ' ? ? ? RI M 2 7 . 2 3 12 " I E ( I N ) 1 9 . 8 7 ( S W ) 12 " I E ( O U T ) 1 9 . 8 7 ( N W ) 17 LF 12" SD @ 0.81% 25 LF 12" SD @ 0.79% 20 4 - 3 2 , C B T Y P E 1 L BT 1 2 0 - C - R A I L A K D W ST A . 7 2 0 + 3 6 . 9 7 , 2 2 . 8 3 ' L T RI M 2 6 . 7 1 12 " I E ( I N ) 2 2 . 0 6 ( S E ) 12 " I E ( I N ) 2 2 . 0 6 ( N E ) 12 " I E ( O U T ) 2 2 . 0 6 ( N W ) 12 LF 12" SD @ 0.50% 20 4 - 3 3 , C B T Y P E 1 L ?? ? ST A . ? ? ? , ? ? ? ' ? ? ? RI M 2 6 . 8 5 12 " I E ( I N ) 2 2 . 1 2 ( S E ) 12 " I E ( O U T ) 2 2 . 1 2 ( N W ) 20 4 - 3 4 , C B T Y P E 1 L BT 1 2 0 - C - R A I L A K D W ST A . 7 2 0 + 4 9 . 1 5 , 1 1 . 1 6 ' R T RI M 2 6 . 7 5 12 " I E ( I N ) 2 2 . 2 5 ( N E ) 12 " I E ( O U T ) 2 2 . 2 5 ( N W ) 20 2 - 2 4 , C B T Y P E 2 - 4 8 " BT 1 2 0 - C - S T C ST A . 6 1 7 + 0 0 . 0 5 , 1 9 . 0 0 ' R T RI M 2 8 . 2 4 12 " I E ( I N ) 2 1 . 5 0 ( W ) 12 " I E ( I N ) 2 1 . 5 0 ( E ) 12 " I E ( O U T ) 2 1 . 5 0 ( S ) 20 4 - 0 2 , C B T Y P E 2 - 6 0 " BT 1 2 0 - C - R A I L A K D W ST A . 7 2 0 + 5 6 . 4 3 , 5 6 . 1 9 ' L T RI M 2 7 . 2 1 12 " I E ( I N ) 1 9 . 9 1 ( N ) 12 " I E ( I N ) 1 9 . 8 2 ( S E ) 27 " I E ( I N ) 1 9 . 4 0 ( E ) 30 " I E ( O U T ) 1 9 . 4 0 ( W ) 20 4 - 2 3 , C B T Y P E 2 - 4 8 " BT 1 2 0 - C - S T C ST A . 6 1 6 + 9 9 . 2 3 , 5 9 . 1 1 ' R T RI M 2 7 . 6 6 12 " I E ( I N ) 2 0 . 8 0 ( N ) 12 " I E ( I N ) 2 0 . 8 0 ( W ) 12 " I E ( O U T ) 2 0 . 8 0 ( S ) 24 LF 12" SD @ 0.53% 62 LF 12" SD @ 1.44% 40 LF 12" SD @ 1.74% MW S - 6 9 , T Y P E D U N I T ?? ? ST A . 7 2 0 + 3 9 . 9 7 , 5 0 . 2 8 ' ? ? ? RI M 2 7 . 4 3 12 " I E ( I N ) 2 1 . 8 7 ( S E ) 12 " I E ( O U T ) 2 0 . 0 1 ( N E ) EX . C O N C L FINISHED GRADE @ PIPE C L EXISTING GROUND @ PIPE C 5 10 15 20 25 30 35 5 10 15 20 25 30 35 ''25 . 7 ' 25 . 7 4 ' 25 . 6 25 . 5 6 25 . 1 25 . 0 5 25 . 7 25 . 6 7 '' 10 6 - 5 7 , C B T Y P E 1 BT 1 2 0 - C - L A K E ST A . 4 0 2 + 2 0 . 7 3 , 2 6 . 2 4 ' L T RI M 2 5 . 0 2 12 " I E ( O U T ) 2 1 . 8 0 ( E ) 46 LF 12" SD @ 0.87% 10 6 - 5 8 , C B T Y P E 1 L BT 1 2 0 - C - L A K E ST A . 4 0 2 + 3 8 . 1 4 , 1 6 . 7 3 ' R T RI M 2 4 . 9 9 12 " I E ( I N ) 2 1 . 4 0 ( W ) 12 " I E ( O U T ) 2 1 . 4 0 ( S ) 12 LF 12" SD @ 2.06% FI L - 6 , T Y P E B U N I T BT 1 2 0 - C - L A K E ST A . 4 0 2 + 2 7 . 3 7 , 2 2 . 6 0 ' R T RI M 2 5 . 6 9 12 " I E ( I N ) 2 1 . 1 4 ( N ) 12 " I E ( O U T ) 2 1 . 0 8 ( E ) 11 LF 12" SD @ 1.69% 10 6 - 5 9 , C B T Y P E 2 - 4 8 " BT 1 2 0 - C - L A K E ST A . 4 0 2 + 3 0 . 2 5 , 3 5 . 1 8 ' R T RI M 2 5 . 6 7 12 " I E ( I N ) 2 0 . 9 0 ( W ) 15 " I E ( O U T ) 2 0 . 9 0 ( S E ) L FINISHED GRADE @ PIPE C L EXISTING GROUND @ PIPE C 10 15 20 25 30 35 40 10 15 20 25 30 35 40 ''27 . 6 ' 26 . 7 9 ' 27 . 4 27 . 2 9 27 . 6 27 . 5 6 27 . 8 27 . 1 4 27 . 9 ' 26 . 5 8 ' 27 . 9 26 . 3 7 '' FINISHED GRADE @ PIPE CL EXISTING GROUND @ PIPE CL 10 6 - 2 8 , C B T Y P E 1 BT 1 2 0 - C - S T C ST A . 6 1 8 + 0 6 . 1 6 , 1 8 . 1 5 ' R T RI M 2 6 . 7 9 12 " I E ( I N ) 2 2 . 4 5 ( N ) 12 " I E ( I N ) 2 2 . 4 5 ( E ) 12 " I E ( O U T ) 2 2 . 4 5 ( W ) 98 LF 12" SD @ 0.51% PROP 12" W IE = 18.60 10 6 - 2 9 , C B T Y P E 1 BT 1 2 0 - C - N T C ST A . 5 1 7 + 7 6 . 7 4 , 1 4 . 1 7 ' L T RI M 2 6 . 6 0 12 " I E ( I N ) 2 2 . 9 5 ( E ) 12 " I E ( O U T ) 2 2 . 9 5 ( S ) 10 6 - 5 4 , C B T Y P E 1 BT 1 2 0 - C - N T C ST A . 5 1 8 + 0 6 . 4 5 , 1 4 . 2 5 ' L T RI M 2 6 . 3 6 12 " I E ( O U T ) 2 3 . 1 0 ( W ) 30 LF 12" SD @ 0.50% 10 15 20 25 30 35 40 10 15 20 25 30 35 40 ''27 . 1 ' 26 . 7 1 ' 27 . 4 26 . 3 9 27 . 4 26 . 0 6 27 . 6 25 . 7 4 '' 20 4 - 3 2 , C B T Y P E 1 L BT 1 2 0 - C - R A I L A K D W ST A . 7 2 0 + 3 6 . 9 7 , 2 2 . 8 3 ' L T RI M 2 6 . 7 1 12 " I E ( I N ) 2 2 . 0 6 ( S E ) 12 " I E ( I N ) 2 2 . 0 6 ( N E ) 12 " I E ( O U T ) 2 2 . 0 6 ( N W ) 84 LF 12" DI @ 0.54% EXISTING GROUND @ PIPE CL FINISHED GRADE @ PIPE CL 20 4 - 3 9 , C B T Y P E 1 BT 1 2 0 - C - R A I L A K D W ST A . 7 2 1 + 2 0 . 5 1 , 2 2 . 8 3 ' L T RI M 2 5 . 6 3 12 " I E ( O U T ) 2 2 . 5 1 ( S W ) 10 15 20 25 30 35 40 10 15 20 25 30 35 40 20 3 - 6 2 , C B T Y P E 1 BT 1 2 0 - C - R A I N I E R ST A . 2 0 4 + 3 8 . 5 6 , 9 7 . 2 0 ' R T RI M 2 5 . 5 3 12 " I E ( I N ) 2 2 . 5 1 ( S ) 8" I E ( I N ) 2 2 . 5 1 ( W ) 12 " I E ( O U T ) 2 2 . 5 1 ( N ) 20 3 - 6 4 , C B T Y P E 1 BT 1 2 0 - C - R A I N I E R ST A . 2 0 4 + 3 8 . 4 7 , 6 4 . 4 2 ' R T RI M 2 5 . 0 3 8" I E ( O U T ) 2 2 . 8 0 ( E ) 33 LF 8" DI @ 0.88% ''25 . 5 ' 25 . 5 3 ' 25 . 1 25 . 1 4 '' L FINISHED GRADE @ PIPE C L EXISTING GROUND @ PIPE C SCALE IN FEET 02.5 55 10 (1" = 5') 20 40 SCALE IN FEET 01020 (1" = 20') (HOR.)(VERT.) 204-34 TO 106-12 SCALE 1" = 20' H, 1" = 5' V 203-73 TO 201-09 SCALE 1" = 20' H, 1" = 5' V 106-28 TO 106-54 SCALE 1" = 20' H, 1" = 5' V 204-34 TO 202-24 SCALE 1" = 20' H, 1" = 5' V 106-57 TO 106-59 SCALE 1" = 20' H, 1" = 5' V 204-32 TO 204-39 SCALE 1" = 20' H, 1" = 5' V 203-62 TO 203-64 SCALE 1" = 20' H, 1" = 5' V No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 4 / 2 5 | 11 : 0 7 A M | SA K S H I G C: \ P W W O R K I N G \ J A C O B S _ B & I \ S A K S H I G @ O S B O R N C O N S U L T I N G . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C D V 2 0 1 - 2 0 7 . D W G S1-BT120-CDV201-207 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CDV001 GB-SEAL-SS56324 OSBORN CONSULTING INCORPORATED 1 1 1 1 1 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL DRAINAGE PROFILE S RENTON TRANSIT CENTER BT120-CDV203 BT120 175 1 S. SRIDHARAN H. ONG R. PARISH S. SRIDHARAN 0 12/10/2024 SS RP SS ISSUED FOR BID 1 06/13/2025 SS RP SS ADDENDUM #1 RTA/CN 0205-24 1"=20' 6-9-2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332151 15 20 25 30 35 40 45 15 20 25 30 35 40 45 ''29 . 0 ' 28 . 9 8 ' 29 . 0 29 . 0 2 29 . 0 29 . 0 4 28 . 3 28 . 2 5 27 . 8 ' 27 . 7 7 ' '' 20 4 - 4 1 , C B T Y P E 1 BT 1 2 0 - C - S T C ST A . 6 1 6 + 3 0 . 0 5 , 9 9 . 2 7 ' R T RI M 2 8 . 9 8 12 " I E ( O U T ) 2 5 . 9 6 ( N ) FI L - 9 , T Y P E C U N I T BT 1 2 0 - C - S T C ST A . 6 1 6 + 4 7 . 5 1 , 4 4 . 6 0 ' R T RI M 2 9 . 0 2 12 " I E ( I N ) 2 5 . 6 6 ( S ) 12 " I E ( O U T ) 2 3 . 0 0 ( E ) 20 4 - 2 3 , C B T Y P E 2 - 4 8 " BT 1 2 0 - C - S T C ST A . 6 1 6 + 9 9 . 2 3 , 5 9 . 1 1 ' R T RI M 2 7 . 6 6 12 " I E ( I N ) 2 0 . 8 0 ( N ) 12 " I E ( I N ) 2 0 . 8 0 ( W ) 12 " I E ( O U T ) 2 0 . 8 0 ( S ) 57 LF 12" DI @ 0.52% 54 LF 12" S D @ 4 . 1 0 % EXISTING GROUND @ PIPE CL FINISHED GRADE @ PIPE CL 10 15 20 25 30 35 40 10 15 20 25 30 35 40 ''25 . 8 ' 25 . 5 5 ' 25 . 9 25 . 8 7 25 . 7 26 . 1 8 25 . 7 26 . 4 8 25 . 7 ' 26 . 7 9 ' 25 . 9 27 . 1 0 '' 20 1 - 5 4 , C B T Y P E 1 BT 1 2 0 - C - N T C ST A . 5 1 2 + 6 7 . 2 4 , 1 4 . 5 1 ' L T RI M 2 6 . 0 0 8" I E ( I N ) 2 3 . 0 0 ( E ) 8" I E ( I N ) 2 3 . 0 0 ( N W ) 12 " I E ( O U T ) 2 3 . 0 0 ( S W ) 20 1 - 0 8 , C B T Y P E 1 BT 1 2 0 - C - N T C ST A . 5 1 2 + 3 2 . 1 5 , 1 4 . 1 7 ' L T RI M 2 5 . 5 5 8" I E ( O U T ) 2 3 . 3 1 ( S E ) 35 LF 8" DI @ 0.88% 101 LF 8" SD @ 0.87% 20 1 - 0 6 , C B T Y P E 1 BT 1 2 0 - C - N T C ST A . 5 1 3 + 6 9 . 3 8 , 1 7 . 9 1 ' L T RI M 2 7 . 2 6 8" I E ( O U T ) 2 3 . 8 8 ( W ) EXISTING GROUND @ PIPE CL FINISHED GRADE @ PIPE CL 10 15 20 25 30 35 40 10 15 20 25 30 35 40 ''27 . 8 ' 27 . 6 9 ' 27 . 2 28 . 3 7 26 . 7 27 . 4 1 26 . 5 26 . 9 7 26 . 3 ' 26 . 6 7 ' 26 . 2 26 . 1 0 26 . 2 25 . 7 5 26 . 4 25 . 6 6 26 . 7 ' 25 . 3 1 ' 26 . 9 25 . 1 4 27 . 0 24 . 9 7 27 . 0 24 . 8 1 27 . 2 ' 25 . 1 2 ' 27 . 6 24 . 9 9 26 . 4 24 . 8 1 25 . 5 24 . 4 8 24 . 6 ' 24 . 2 2 ' '' 20 3 - 1 4 , C B T Y P E 1 BT 1 2 0 - C - R A I N I E R ST A . 2 0 4 + 7 9 . 7 7 , 9 8 . 1 5 ' R T RI M 2 5 . 1 7 12 " I E ( I N ) 2 2 . 1 6 ( S ) 12 " I E ( O U T ) 2 2 . 1 6 ( N E ) 20 3 - 1 3 , C B T Y P E 1 BT 1 2 0 - C - S T C ST A . 6 1 1 + 1 0 . 4 0 , 9 4 . 6 0 ' R T RI M 2 4 . 6 4 12 " I E ( I N ) 2 1 . 6 5 ( S W ) 12 " I E ( O U T ) 2 1 . 6 5 ( N E ) EXISTING GROUND @ PIPE CL FINISHED GRADE @ PIPE CL 20 5 - 4 9 , C B T Y P E 1 BT 1 2 0 - C - R A I N I E R ST A . 2 0 2 + 5 9 . 8 8 , 6 4 . 2 7 ' R T RI M 2 7 . 6 9 12 " I E ( O U T ) 2 4 . 6 7 ( E ) 20 5 - 5 0 , C B T Y P E 1 BT 1 2 0 - C - R A I N I E R ST A . 2 0 2 + 5 9 . 4 8 , 8 3 . 0 8 ' R T RI M 2 7 . 9 7 12 " I E ( I N ) 2 4 . 5 7 ( W ) 12 " I E ( O U T ) 2 4 . 5 7 ( N ) 20 5 - 7 8 , C B T Y P E 1 BT 1 2 0 - C - R A I N I E R ST A . 2 0 3 + 1 9 . 4 7 , 8 6 . 7 5 ' R T RI M 2 7 . 0 0 12 " I E ( I N ) 2 3 . 9 8 ( S ) 12 " I E ( O U T ) 2 3 . 9 8 ( N ) 20 3 - 6 3 , C B T Y P E 1 BT 1 2 0 - C - R A I N I E R ST A . 2 0 3 + 8 7 . 5 8 , 1 0 1 . 2 4 ' R T RI M 2 5 . 8 2 12 " I E ( I N ) 2 2 . 8 0 ( S ) 12 " I E ( O U T ) 2 2 . 8 0 ( N ) 20 3 - 6 2 , C B T Y P E 1 BT 1 2 0 - C - R A I N I E R ST A . 2 0 4 + 3 8 . 5 6 , 9 7 . 2 0 ' R T RI M 2 5 . 5 3 12 " I E ( I N ) 2 2 . 5 1 ( S ) 8" I E ( I N ) 2 2 . 5 1 ( W ) 12 " I E ( O U T ) 2 2 . 5 1 ( N ) 20 1 - 4 8 , C B T Y P E 2 - 4 8 " BT 1 2 0 - C - S T C ST A . 6 1 1 + 1 1 . 7 1 , 4 5 . 0 0 ' R T RI M 2 4 . 8 5 12 " I E ( I N ) 2 1 . 3 9 ( S W ) 12 " I E ( I N ) 2 1 . 3 9 ( E ) 18 " I E ( O U T ) 2 1 . 3 9 ( N W ) MW S 6 8 , T Y P E D U N I T BT 1 2 0 - C - S T C ST A . 6 1 0 + 8 8 . 6 4 , 4 7 . 0 0 ' R T RI M 2 4 . 5 0 18 " I E ( I N ) 2 1 . 3 1 ( S E ) 18 " I E ( O U T ) 2 0 . 5 6 ( N E ) 46 LF 12" DI @ 0.64% 37 LF 12" DI @ 0.95% 63 LF 12" DI @ 1.88% 54 LF 12" DI @ 1.09% 19 LF 12" DI @ 0.53% 20 1 - 3 1 , C B T Y P E 2 - 4 8 " BT 1 2 0 - C - S T C ST A . 6 1 0 + 8 5 . 6 4 , 3 6 . 7 4 ' R T RI M 2 4 . 4 6 18 " I E ( I N ) 2 0 . 5 2 ( N E ) 18 " I E ( I N ) 2 0 . 5 2 ( S W ) 18 " I E ( O U T ) 2 0 . 5 2 ( N W ) 26 LF 18" DI @ 0.32% 6 LF 18" DI @ 0.61% 50 LF 12" DI @ 0.52%78 LF 12" DI @ 0.65% 35 LF 18" DI @ 0.51% 20 1 - 1 8 , C B T Y P E 1 BT 1 2 0 - C - S T C ST A . 6 1 0 + 5 0 . 2 4 , 3 7 . 1 6 ' R T RI M 2 3 . 4 7 12 " I E ( I N ) 2 0 . 3 4 ( N E ) 18 " I E ( I N ) 2 0 . 3 4 ( S E ) 12 " I E ( O U T ) 2 0 . 3 4 ( S W ) EX . EX . EX C O M M PO T H O L E PE N D I N G EX E PO T H O L E NO T F O U N D 2" EX E 4" E X F O 10 15 20 25 30 35 40 10 15 20 25 30 35 40 ''27 . 7 ' 26 . 0 2 ' 27 . 2 26 . 5 1 26 . 9 26 . 6 2 26 . 4 26 . 3 8 '''' 20 1 - 0 4 , C B T Y P E 1 BT 1 2 0 - C - S T C ST A . 6 1 2 + 6 8 . 3 6 , 1 4 . 1 7 ' R T RI M 2 6 . 0 2 12 " I E ( I N ) 2 2 . 5 2 ( S E ) 12 " I E ( I N ) 2 2 . 5 2 ( N E ) 12 " I E ( O U T ) 2 2 . 5 2 ( N W ) 95 LF 12" DI @ 0.51% 20 1 - 5 4 , C B T Y P E 1 BT 1 2 0 - C - N T C ST A . 5 1 2 + 6 7 . 2 4 , 1 4 . 5 1 ' L T RI M 2 6 . 0 0 8" I E ( I N ) 2 3 . 0 0 ( E ) 8" I E ( I N ) 2 3 . 0 0 ( N W ) 12 " I E ( O U T ) 2 3 . 0 0 ( S W ) EXISTING GROUND @ PIPE CL FINISHED GRADE @ PIPE CL PROP 12" W IE 19.81 10 15 20 25 30 35 40 10 15 20 25 30 35 40 ''25 . 9 ' 25 . 9 5 ' 25 . 7 25 . 6 6 '' 20 4 - 3 5 , C B T Y P E 1 L BT 1 2 0 - C - R A I L A K D W ST A . 7 2 1 + 3 7 . 6 5 , 1 1 . 2 7 ' R T RI M 2 5 . 5 5 12 " I E ( I N ) 2 2 . 6 9 ( E ) 12 " I E ( I N ) 2 2 . 6 9 ( N W ) 12 " I E ( I N ) 2 2 . 6 9 ( S E ) 12 " I E ( O U T ) 2 2 . 6 9 ( S W ) 20 4 - 7 5 , C B T Y P E 1 BT 1 2 0 - C - R A I L A K D W ST A . 7 2 1 + 3 6 . 9 7 , 1 1 . 1 7 ' L T RI M 2 5 . 5 5 12 " I E ( O U T ) 2 2 . 8 1 ( S E ) 22 LF 12" DI @ 0.53% FINISHED GRADE @ PIPE CL EXISTING GROUND @ PIPE CL 10 5 - 8 1 , C B T Y P E 1 L BT 1 2 0 - C - L A K E ST A . 4 0 1 + 4 7 . 9 6 , 4 4 . 4 5 ' L T RI M 2 5 . 9 5 12 " I E ( O U T ) 2 2 . 7 3 ( N W ) 7 LF 12" DI @ 0.57% 10 15 20 25 30 35 40 10 15 20 25 30 35 40 ''23 . 5 ' 23 . 5 1 ' '' 20 1 - 5 8 , C B T Y P E 1 BT 1 2 0 - C - R A I N I E R ST A . 2 0 6 + 2 2 . 5 6 , 4 8 . 6 6 ' R T RI M 2 3 . 5 1 8" I E ( I N ) 2 0 . 3 0 ( S E ) 12 " I E ( I N ) 2 0 . 3 0 ( N E ) 12 " I E ( O U T ) 2 0 . 3 0 ( S W ) FI L - 1 , T Y P E A U N I T BT 1 2 0 - C - R A I N I E R ST A . 2 0 6 + 1 3 . 1 , 4 9 . 5 0 ' R T RI M 2 3 . 9 6 TH R O A T O P E N I N G 2 3 . 2 1 8" I E ( O U T ) 2 0 . 4 0 ( N E ) 12 LF 8" SD @ 0.50% EX . D I EX . D I L FINISHED GRADE @ PIPE C L EXISTING GROUND @ PIPE C SCALE IN FEET 02.5 55 10 (1" = 5') 20 40 SCALE IN FEET 01020 (1" = 20') (HOR.)(VERT.) 204-41 TO 204-23 SCALE 1" = 20' H, 1" = 5' V 201-08 TO 201-06 SCALE 1" = 20' H, 1" = 5' V 205-49 TO 201-18 SCALE 1" = 20' H, 1" = 5' V 201-04 TO 201-54 SCALE 1" = 20' H, 1" = 5' V 105-81 TO 204-75 SCALE 1" = 20' H, 1" = 5' V 201-58 TO FIL-1 SCALE 1" = 20' H, 1" = 5' V No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 4 / 2 5 | 11 : 0 7 A M | SA K S H I G C: \ P W W O R K I N G \ J A C O B S _ B & I \ S A K S H I G @ O S B O R N C O N S U L T I N G . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C D V 2 0 1 - 2 0 7 . D W G S1-BT120-CDV201-207 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CDV001 GB-SEAL-SS56324 OSBORN CONSULTING INCORPORATED 1 1 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL DRAINAGE PROFILE S RENTON TRANSIT CENTER BT120-CDV204 BT120 176 1 S. SRIDHARAN H. ONG R. PARISH S. SRIDHARAN 0 12/10/2024 SS RP SS ISSUED FOR BID 1 06/13/2025 SS RP SS ADDENDUM #1 RTA/CN 0205-24 1"=20' 6-9-2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332152 10 15 20 25 30 35 40 10 15 20 25 30 35 40 ''25 . 6 ' 25 . 6 3 ' 24 . 7 24 . 6 7 '' MW S - 6 6 , T Y P E D U N I T BT 1 2 0 - C - R A I N I E R ST A . 2 0 7 + 8 5 . 0 5 , 6 . 9 2 ' R T RI M 2 5 . 5 5 12 " I E ( I N ) 2 1 . 9 3 ( N W ) 12 " I E ( O U T ) 2 1 . 4 1 ( E ) 4 LF 12" SD @ 0.53% 10 2 - 1 7 , C B T Y P E 1 L BT 1 2 0 - C - R A I N I E R ST A . 2 0 7 + 8 6 . 0 9 , 1 . 3 6 ' R T RI M 2 4 . 9 7 12 " I E ( O U T ) 2 1 . 9 5 ( S E ) 42 LF 12" DI @ 0.50% EX . 2 0 1 - 0 1 , E X . C B BT 1 2 0 - C - S T C ST A . 6 1 0 + 6 8 . 3 6 , 1 2 0 . 0 5 ' L T RI M 2 4 . 0 0 12 " I E ( I N ) 2 1 . 2 0 ( W ) 18 " I E ( I N ) 2 0 . 7 0 ( N E ) 18 " I E ( O U T ) 2 0 . 7 0 ( S W ) EX . EX . L EXISTING GROUND @ PIPE C 10 15 20 25 30 35 40 10 15 20 25 30 35 40 ''27 . 8 ' 27 . 7 0 ' 27 . 9 27 . 3 7 27 . 9 26 . 8 4 25 . 9 26 . 4 8 26 . 1 ' 26 . 1 8 ' 26 . 0 26 . 3 3 25 . 9 26 . 5 9 25 . 8 26 . 3 1 25 . 8 ' 25 . 8 8 ' 25 . 8 25 . 8 8 25 . 6 25 . 6 4 25 . 4 25 . 5 7 '''' 20 2 - 8 0 , C B T Y P E 2 - 4 8 " BT 1 2 0 - C - N T C ST A . 5 1 7 + 5 0 . 2 9 , 2 9 . 5 0 ' L T RI M 2 7 . 6 7 10 " I E ( I N ) 2 2 . 5 5 ( N W ) 12 " I E ( O U T ) 2 2 . 5 5 ( E ) FINISHED GRADE @ PIPE CL EXISTING GROUND @ PIPE CL 10 6 - 3 0 , C B T Y P E 2 - 4 8 " BT 1 2 0 - C - N T C ST A . 5 1 7 + 9 2 . 6 5 , 2 9 . 5 0 ' L T RI M 2 7 . 1 1 12 " I E ( I N ) 2 2 . 3 3 ( W ) 12 " I E ( O U T ) 2 2 . 3 3 ( E ) 42 LF 12" SD @ 0.52% 38 LF 12" SD @ 0.52% 60 LF 12" SD @ 0.51%128 LF 12" SD @ 1.15% 10 6 - 2 1 , C B T Y P E 1 L BT 1 2 0 - C - L A K E ST A . 4 0 4 + 2 5 . 2 0 , 1 9 . 9 6 ' L T RI M 2 6 . 1 6 12 " I E ( I N ) 2 2 . 1 3 ( W ) 12 " I E ( O U T ) 2 2 . 1 3 ( S ) 10 6 - 2 0 , C B T Y P E 1 BT 1 2 0 - C - L A K E ST A . 4 0 3 + 6 6 . 4 0 , 2 5 . 1 7 ' L T RI M 2 6 . 5 9 12 " I E ( I N ) 2 1 . 8 2 ( N ) 12 " I E ( O U T ) 2 1 . 8 2 ( S ) EX . P I P E 10 6 - 3 8 , C B T Y P E 2 6 0 " BT 1 2 0 - C - L A K E ST A . 4 0 2 + 3 1 . 0 1 , 2 4 . 0 1 ' L T RI M 2 5 . 5 6 24 " I E ( I N ) 1 9 . 3 0 ( E ) 27 " I E ( O U T ) 1 9 . 2 0 ( W ) 10 6 - 3 9 , C B T Y P E 2 - 4 8 " BT 1 2 0 - C - L A K E ST A . 4 0 2 + 3 5 . 0 1 , 1 5 . 6 6 ' L T RI M 2 5 . 1 0 24 " I E ( I N ) 1 9 . 3 5 ( E ) 12 " I E ( I N ) 2 0 . 3 5 ( N ) 24 " I E ( O U T ) 1 9 . 3 5 ( W ) 9 LF 24" SD @ 0.52%1" E X E 10 15 20 25 30 35 40 10 15 20 25 30 35 40 ''26 . 7 ' 26 . 7 2 ' 26 . 6 26 . 5 9 26 . 8 26 . 8 1 28 . 0 28 . 0 4 '' 20 1 - 1 0 , C B T Y P E 1 L BT 1 2 0 - C - S T C ST A . 6 1 2 + 5 7 . 1 5 , 4 0 . 3 3 ' R T RI M 2 6 . 2 3 12 " I E ( I N ) 2 2 . 4 8 ( S W ) 12 " I E ( I N ) 2 2 . 4 8 ( S E ) 12 " I E ( O U T ) 2 2 . 4 8 ( N W ) 20 3 - 1 1 , C B T Y P E 1 L BT 1 2 0 - C - S T C ST A . 6 1 2 + 5 0 . 4 8 , 6 1 . 8 3 ' R T RI M 2 6 . 5 8 12 " I E ( I N ) 2 2 . 8 2 ( S W ) 12 " I E ( O U T ) 2 2 . 8 2 ( N E ) 23 LF 12" SD @ 1.51% 55 LF 12" SD @ 0.51% 20 3 - 5 7 , C B T Y P E 1 BT 1 2 0 - C - S T C ST A . 6 1 2 + 4 9 . 0 6 , 1 1 6 . 5 9 ' R T RI M 2 7 . 6 2 12 " I E ( O U T ) 2 3 . 1 0 ( N E ) L FINISHED GRADE @ PIPE C L EXISTING GROUND @ PIPE C 10 15 20 25 30 35 40 10 15 20 25 30 35 40 ''27 . 2 ' 27 . 5 2 ' 27 . 2 27 . 5 8 26 . 8 27 . 6 9 26 . 1 27 . 5 1 25 . 9 ' 27 . 4 3 ' 26 . 0 28 . 1 3 26 . 3 27 . 8 7 26 . 5 28 . 1 5 26 . 5 ' 28 . 4 7 ' 26 . 6 28 . 8 0 26 . 6 29 . 1 2 26 . 7 29 . 4 1 26 . 8 ' 29 . 5 5 ' 26 . 8 29 . 5 2 26 . 9 29 . 3 3 26 . 9 29 . 0 2 27 . 0 ' 28 . 6 9 ' 27 . 4 28 . 3 7 27 . 9 28 . 0 6 27 . 9 27 . 7 3 27 . 5 ' 27 . 4 1 ' 27 . 4 27 . 0 9 27 . 6 26 . 6 2 '' 20 2 - 2 6 , C B T Y P E 1 L BT 1 2 0 - C - S T C ST A . 6 1 4 + 0 5 . 2 3 , 2 2 . 1 1 ' R T RI M 2 7 . 6 0 12 " I E ( I N ) 2 4 . 4 7 ( S ) 12 " I E ( O U T ) 2 4 . 4 7 ( E ) FI L - 8 , T Y P E C U N I T BT 1 2 0 - C - S T C ST A . 6 1 5 + 5 7 . 8 2 , 1 9 . 4 7 ' R T RI M 2 9 . 5 3 12 " I E ( I N ) 2 3 . 3 0 ( W ) 6" I E ( I N ) 2 3 . 5 5 ( N ) 12 " I E ( O U T ) 2 3 . 2 3 ( E ) 20 4 - 2 7 , C B T Y P E 1 BT 1 2 0 - C - S T C ST A . 6 1 4 + 0 3 . 2 1 , 6 9 . 1 5 ' R T RI M 2 7 . 3 7 12 " I E ( I N ) 2 4 . 7 2 ( S W ) 6" I E ( I N ) 2 5 . 2 2 ( N W ) 12 " I E ( O U T ) 2 4 . 7 2 ( N ) FINISHED GRADE @ PIPE CL EXISTING GROUND @ PIPE CL20 2 - 6 1 , C B T Y P E 1 BT 1 2 0 - C - S T C ST A . 6 1 4 + 0 6 . 1 7 , 4 4 . 4 1 ' R T RI M 2 7 . 5 6 12 " I E ( I N ) 2 4 . 5 9 ( S ) 6" I E ( I N ) 2 5 . 0 9 ( N W ) 12 " I E ( O U T ) 2 4 . 5 9 ( N ) 10 6 - 2 8 , C B T Y P E 1 BT 1 2 0 - C - S T C ST A . 6 1 8 + 0 6 . 1 6 , 1 8 . 1 5 ' R T RI M 2 6 . 7 9 12 " I E ( I N ) 2 2 . 4 5 ( N ) 12 " I E ( I N ) 2 2 . 4 5 ( E ) 12 " I E ( O U T ) 2 2 . 4 5 ( W ) 25 LF 12" DI @ 0.52% 22 LF 12" DI@ 0.54% 94 LF 12" SD @ 0.53% 10 6 - 5 6 , C B T Y P E 1 BT 1 2 0 - C - S T C ST A . 6 1 8 + 3 6 . 2 5 , 1 8 . 1 7 ' R T RI M 2 6 . 2 0 12 " I E ( O U T ) 2 2 . 9 3 ( W ) 30 LF 12" SD @ 1.60% 20 3 - 8 3 , C B T Y P E 1 BT 1 2 0 - C - S T C ST A . 6 1 3 + 8 9 . 1 7 , 1 2 5 . 1 0 ' R T RI M 2 7 . 5 8 12 " I E ( I N ) 2 5 . 0 3 ( S ) 6" I E ( I N ) 2 5 . 5 3 ( N W ) 12 " I E ( O U T ) 2 5 . 0 3 ( N E ) 20 3 - 8 2 , C B T Y P E 1 , S E E D E T A I L C D D 5 0 7 FO R C A T C H B A S I N O I L - D E B R I S H O O D BT 1 2 0 - C - S T C ST A . 6 1 3 + 9 2 . 3 0 , 1 5 1 . 9 2 ' R T RI M 2 7 . 5 2 6" I E ( I N ) 2 5 . 6 7 ( N W ) 6" I E ( I N ) 2 5 . 6 7 ( S W ) 12 " I E ( O U T ) 2 5 . 1 7 ( N ) 28 LF 12" DI @ 0.51% 61 LF 12" DI @ 0.51% PROP 8" SS IE 18.58 157 LF 12" DI @ 0.74% 12 LF 12" SD @ 0.81% FI L - 1 0 , T Y P E C U N I T BT 1 2 0 - C - S T C ST A . 6 1 7 + 1 2 . 4 1 , 1 8 . 4 3 ' R T RI M 2 8 . 0 9 12 " I E ( I N ) 2 1 . 9 5 ( E ) 12 " I E ( O U T ) 2 1 . 6 0 ( W ) 20 2 - 2 4 , C B T Y P E 2 - 4 8 " BT 1 2 0 - C - S T C ST A . 6 1 7 + 0 0 . 0 5 , 1 9 . 0 0 ' R T RI M 2 8 . 2 4 12 " I E ( I N ) 2 1 . 5 0 ( W ) 12 " I E ( I N ) 2 1 . 5 0 ( E ) 12 " I E ( O U T ) 2 1 . 5 0 ( S ) 142 LF 12" SD @ 1.22% SCALE IN FEET 02.5 55 10 (1" = 5') 20 40 SCALE IN FEET 01020 (1" = 20') (HOR.)(VERT.) 102-17 TO EX. 201-01 SCALE 1" = 20' H, 1" = 5' V 202-80 TO 106-38 SCALE 1" = 20' H, 1" = 5' V 201-10 TO 203-57 SCALE 1" = 20' H, 1" = 5' V 203-82 TO 106-56 SCALE 1" = 20' H, 1" = 5' V No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 4 / 2 5 | 11 : 1 2 A M | SA K S H I G C: \ P W W O R K I N G \ J A C O B S _ B & I \ S A K S H I G @ O S B O R N C O N S U L T I N G . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C D V 2 0 1 - 2 0 7 . D W G S1-BT120-CDV201-207 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CDV001 GB-SEAL-SS56324 OSBORN CONSULTING INCORPORATED 1 1 1 1 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL DRAINAGE PROFILE S RENTON TRANSIT CENTER BT120-CDV205 BT120 177 1 S. SRIDHARAN H. ONG R. PARISH S. SRIDHARAN 0 12/10/2024 SS RP SS ISSUED FOR BID 1 06/13/2025 SS RP SS ADDENDUM #1 RTA/CN 0205-24 1"=20' 6-9-2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332153 10 15 20 25 30 35 40 10 15 20 25 30 35 40 ''28 . 9 ' 28 . 8 9 ' 29 . 5 29 . 5 5 28 . 8 ' 28 . 8 2 ' '' 20 5 - 7 7 , C B T Y P E 2 - 6 0 " BT 1 2 0 - C - G R A D Y ST A . 1 5 1 + 8 6 . 6 5 , 1 8 3 . 3 5 ' L T RI M 2 8 . 8 9 12 " I E ( I N ) 2 1 . 0 0 ( S ) 30 " I E ( I N ) 1 9 . 7 9 ( E ) 30 " I E ( O U T ) 1 9 . 7 9 ( W ) 20 5 - 5 1 , C B T Y P E 2 - 4 8 " BT 1 2 0 - C - G R A D Y ST A . 1 5 1 + 8 6 . 3 2 , 1 2 6 . 4 0 ' L T RI M 2 9 . 1 5 12 " I E ( I N ) 2 1 . 2 9 ( S E ) 12 " I E ( O U T ) 2 1 . 2 9 ( N ) 10 4 - 8 6 , C B T Y P E 1 BT 1 2 0 - C - G R A D Y ST A . 1 5 2 + 3 5 . 5 7 , 8 6 . 3 9 ' L T RI M 2 3 . 5 8 12 " I E ( O U T ) 2 1 . 6 1 ( N W ) 63 LF 12" SD @ 0.50% 57 LF 12" SD @ 0.51% FINISHED GRADE @ PIPE C L EXISTING GROUND @ PIPE C L EX 6 " E EX C O M M EX E 10 15 20 25 30 35 40 10 15 20 25 30 35 40 ''26 . 6 ' 26 . 6 1 ' '' 20 5 - 7 6 , C B T Y P E 1 L BT 1 2 0 - C - R A I L A K D W ST A . 7 1 6 + 1 1 . 1 5 , 9 3 . 4 4 ' R T RI M 2 6 . 6 1 12 " I E ( I N ) 2 2 . 4 3 ( N ) 8" I E ( I N ) 2 2 . 8 3 ( E ) 12 " I E ( O U T ) 2 1 . 6 1 ( E ) FI L - 2 , T Y P E A U N I T BT 1 2 0 - C - R A I N I E R ST A . 2 0 2 + 3 0 . 8 6 , 3 3 0 . 2 2 ' R T RI M 2 7 . 0 1 8" I E ( O U T ) 2 3 . 0 1 ( N ) 11 LF 8" SD @ 1.37% EXISTING GRADE @ PIPE CL FINISHED GRADE @ PIPE CL 5 10 15 20 25 30 35 5 10 15 20 25 30 35 ''23 . 5 ' 23 . 4 6 ' 23 . 8 23 . 7 7 '' 25 LF 8" DI @ 1.88% 7 LF 8" DI @ 1.83% 20 1 - 6 0 , C B T Y P E 1 BT 1 2 0 - C - S T C ST A . 6 1 0 + 5 5 . 1 7 , 1 8 . 6 0 ' R T RI M 2 3 . 4 6 8" I E ( O U T ) 2 1 . 7 3 ( E ) 20 1 - 5 9 , C B T Y P E 2 - 4 8 " BT 1 2 0 - C - S T C ST A . 6 1 0 + 6 0 . 7 2 , 1 5 . 1 3 ' R T RI M 2 3 . 4 8 8" I E ( I N ) 2 1 . 6 1 ( W ) 8" I E ( O U T ) 2 1 . 6 1 ( E ) L FINISHED GRADE @ PIPE C L EXISTING GROUND @ PIPE C 20 1 - 1 6 , C B T Y P E 1 L BT 1 2 0 - C - S T C ST A . 6 1 0 + 8 5 . 6 4 , 1 4 . 1 7 ' R T RI M 2 3 . 6 7 12 " I E ( I N ) 2 1 . 1 4 ( S E ) 12 " I E ( I N ) 2 1 . 1 4 ( N ) 8" I E ( I N ) 2 1 . 1 4 ( W ) 18 " I E ( O U T ) 2 1 . 1 4 ( S W ) EX C O M M PO T H O L E PE N D I N G EX C O M M EX C O M M PO T H O L E NO T F O U N D 5 10 15 20 25 30 35 5 10 15 20 25 30 35 ''24 . 1 ' 24 . 0 9 ' 24 . 4 24 . 4 1 24 . 3 24 . 3 4 24 . 5 24 . 4 7 24 . 7 ' 24 . 6 7 ' 24 . 9 24 . 8 5 25 . 1 25 . 1 1 '' 20 1 - 8 5 , C B T Y P E 1 BT 1 2 0 - C - S T C ST A . 6 1 0 + 6 2 . 3 7 , 8 3 . 8 7 ' L T RI M 2 3 . 7 7 8" I E ( I N ) 2 0 . 6 0 ( E ) 18 " I E ( I N ) 2 0 . 6 0 ( N E ) 18 " I E ( O U T ) 2 0 . 6 0 ( S W ) 20 1 - 8 4 , C B T Y P E 1 L BT 1 2 0 - C - N T C ST A . 5 1 1 + 0 6 . 1 4 , 3 5 . 6 6 ' L T RI M 2 4 . 6 8 8" I E ( I N ) 2 1 . 7 2 ( S E ) 8" I E ( O U T ) 2 1 . 7 2 ( W ) 114 LF 8" SD @ 0.74% 20 1 - 4 2 , C B T Y P E 1 BT 1 2 0 - C - N T C ST A . 5 1 2 + 1 5 . 2 8 , 3 5 . 2 8 ' L T RI M 2 6 . 1 6 6" I E ( I N ) 2 2 . 8 5 ( E ) 8" I E ( O U T ) 2 2 . 5 7 ( N W ) FINISHED GRADE @ PIPE C L EXISTING GROUND @ PIPE C L 43 LF 8" SD @ 2.62% EX . EX . EX C O M M PO T H O L E PE N D I N G 2" E X E 2" E X C O M M 4" E X F O 10 15 20 25 30 35 40 10 15 20 25 30 35 40 L L CENTRAL SWALE IE 24.28 WESTERN SWALE IE 24.07 EXISTING GRADE @ PIPE C FINISHED GRADE @ PIPE C44 LF 12" SD @ 0.49% 10 15 20 25 30 35 10 15 20 25 30 35 25 . 2 ' 25 . 2 3 ' 25 . 3 ' 25 . 3 3 ' '' 10 2 - 1 8 , C B T Y P E 2 - 4 8 " BT 1 2 0 - C - H A R D I E ST A . 3 0 9 + 0 7 . 0 2 , 3 2 . 0 9 ' R T RI M 2 5 . 3 5 8" I E ( I N ) 2 0 . 4 5 ( W ) 12 " I E ( I N ) 1 9 . 9 5 ( S ) 12 " I E ( O U T ) 1 9 . 9 5 ( N ) 5 LF 8" SD @ 3.08% EX E LOCATION APPROXIMATE TO BE RELOCATED BY OTHERS FI L - 3 , T Y P E C U N I T BT 1 2 0 - C - H A R D I E ST A . 3 0 9 + 0 4 . 9 4 , 3 7 . 1 1 ' R T RI M 2 5 . 1 8 8" I E ( O U T ) 2 0 . 6 1 ( E ) FINISHED GRADE @ PIPE C L EXISTING GROUND @ PIPE C L 10 15 20 25 30 35 40 10 15 20 25 30 35 40 ''26 . 9 ' 26 . 9 2 ' 26 . 9 26 . 9 3 '' FI L - 4 , T Y P E C U N I T BT 1 2 0 - C - G R A D Y ST A . 1 5 4 + 9 8 . 5 5 , 2 6 . 7 0 ' L T RI M 2 7 . 1 1 12 " I E ( I N ) 2 2 . 4 5 ( W ) 12 " I E ( O U T ) 2 2 . 4 5 ( E ) FI L - 5 , T Y P E C U N I T BT 1 2 0 - C - G R A D Y ST A . 1 5 5 + 1 8 . 7 9 , 2 6 . 7 0 ' L T RI M 2 7 . 1 6 12 " I E ( I N ) 2 2 . 2 4 ( E ) 12 " I E ( O U T ) 2 2 . 2 4 ( W ) 10 LF 12" SD @ 0.41% EX E TO BE RELOCATED BY OTHERS 10 4 - 8 8 , C B T Y P E 2 - 4 8 " BT 1 2 0 - C - G R A D Y ST A . 1 5 5 + 0 8 . 1 1 , 2 8 . 0 9 ' L T RI M 2 7 . 0 7 12 " I E ( I N ) 2 2 . 4 0 ( W ) 12 " I E ( I N ) 2 2 . 2 0 ( E ) 12 " I E ( O U T ) 2 2 . 1 0 ( S ) 10 LF 12" SD @ 0.52% FINISHED GRADE @ PIPE CL EXISTING GRADE @ PIPE CL SCALE IN FEET 02.5 55 10 (1" = 5') 20 40 SCALE IN FEET 01020 (1" = 20') (HOR.)(VERT.) 205-77 TO 104-86 SCALE 1" = 20' H, 1" = 5' V 205-76 TO FIL-2 SCALE 1" = 20' H, 1" = 5' V No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 4 / 2 5 | 11 : 0 7 A M | SA K S H I G C: \ P W W O R K I N G \ J A C O B S _ B & I \ S A K S H I G @ O S B O R N C O N S U L T I N G . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C D V 2 0 1 - 2 0 7 . D W G S1-BT120-CDV201-207 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CDV001 GB-SEAL-SS56324 OSBORN CONSULTING INCORPORATED 201-60 TO 201-16 SCALE 1" = 20' H, 1" = 5' V EX. 201-03 TO 201-42 SCALE 1" = 20' H, 1" = 5' V CENTRAL SWALE TO WESTERN SWALE SCALE 1" = 20' H, 1" = 5' V FIL-4 TO FIL-5 SCALE 1" = 20' H, 1" = 5' V FIL-3 TO 102-18 SCALE 1" = 20' H, 1" = 5' V 1 1 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL DRAINAGE PROFILE S RENTON TRANSIT CENTER BT120-CDV206 BT120 178 1 S. SRIDHARAN H. ONG R. PARISH S. SRIDHARAN 0 12/10/2024 SS RP SS ISSUED FOR BID 1 06/13/2025 SS RP SS ADDENDUM #1 RTA/CN 0205-24 1"=20' 6-9-2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332154 15 20 25 30 35 40 45 15 20 25 30 35 40 45 ''30 . 1 ' 30 . 0 7 ' 30 . 2 30 . 2 0 30 . 1 30 . 1 4 29 . 6 29 . 6 4 '' 20 2 - 8 2 , C B T Y P E 2 - 4 8 " BT 1 2 0 - C - S T C ST A . 6 1 5 + 5 8 . 3 1 , 1 3 . 5 0 ' L T RI M 3 0 . 1 8 6" I E ( I N ) 2 4 . 5 9 ( N ) 6" I E ( I N ) 2 4 . 6 1 ( W ) 6" I E ( I N ) 2 7 . 3 4 ( E ) 6" I E ( O U T ) 2 4 . 1 0 ( S ) FI L - 8 , T Y P E C U N I T BT 1 2 0 - C - S T C ST A . 6 1 5 + 5 7 . 8 2 , 1 9 . 4 7 ' R T RI M 2 9 . 5 3 12 " I E ( I N ) 2 3 . 3 0 ( W ) 6" I E ( I N ) 2 3 . 5 5 ( N ) 12 " I E ( O U T ) 2 3 . 2 3 ( E ) CO 1 3 , 6 " C L E A N O U T BT 1 2 0 - C - S T C ST A . 6 1 5 + 8 2 . 3 0 , 1 3 . 5 0 ' L T RI M 3 0 . 2 0 6" I E ( I N ) 2 7 . 8 2 ( E ) 6" I E ( O U T ) 2 7 . 8 2 ( W ) CO 1 4 , 6 " C L E A N O U T BT 1 2 0 - C - S T C ST A . 6 1 6 + 0 6 . 3 0 , 1 3 . 5 0 ' L T RI M 3 0 . 0 7 6" I E ( O U T ) 2 8 . 3 0 ( W ) 24 LF 6" DI @ 2.00% 24 LF 6" DI @ 2.00% 32 LF 6" DI @ 1.71% PROPOSED WATER LINE IE 24.70 FINISHED GRADE @ PIPE CL EXISTING GRADE @ PIPE CL 15 20 25 30 35 40 45 15 20 25 30 35 40 45 ''28 . 8 ' 28 . 7 8 ' 29 . 1 29 . 1 1 29 . 4 29 . 4 3 29 . 8 29 . 7 6 30 . 1 ' 30 . 0 5 ' 30 . 1 30 . 0 8 29 . 6 29 . 5 8 '' CO 8 , 6 " C L E A N O U T BT 1 2 0 - C - S T C ST A . 6 1 4 + 3 8 . 3 1 , 1 3 . 5 0 ' L T RI M 2 8 . 7 8 6" I E ( O U T ) 2 7 . 0 1 ( E ) CO 9 , 6 " C L E A N O U T BT 1 2 0 - C - S T C ST A . 6 1 4 + 6 2 . 4 2 , 1 3 . 5 0 ' L T RI M 2 9 . 1 0 6" I E ( I N ) 2 6 . 5 3 ( W ) 6" I E ( O U T ) 2 6 . 5 3 ( E ) CO 1 0 , 6 " C L E A N O U T BT 1 2 0 - C - S T C ST A . 6 1 4 + 8 6 . 4 2 , 1 3 . 5 0 ' L T RI M 2 9 . 4 1 6" I E ( I N ) 2 6 . 0 5 ( W ) 6" I E ( O U T ) 2 6 . 0 5 ( E ) CO 1 1 , 6 " C L E A N O U T BT 1 2 0 - C - S T C ST A . 6 1 5 + 1 0 . 3 1 , 1 3 . 5 0 ' L T RI M 2 9 . 7 2 6" I E ( I N ) 2 5 . 5 7 ( W ) 6" I E ( O U T ) 2 5 . 5 7 ( E ) CO 1 2 , 6 " C L E A N O U T BT 1 2 0 - C - S T C ST A . 6 1 5 + 3 4 . 3 1 , 1 3 . 5 0 ' L T RI M 3 0 . 0 2 6" I E ( I N ) 2 5 . 0 9 ( W ) 6" I E ( O U T ) 2 5 . 0 9 ( E ) 24 LF 6" SD @ 2.00% 24 LF 6" SD @ 2.00% 24 LF 6" SD @ 2.00% 24 LF 6" SD @ 2.00% 24 LF 6" DI @ 2.00% 20 2 - 8 2 , C B T Y P E 2 - 4 8 " BT 1 2 0 - C - S T C ST A . 6 1 5 + 5 8 . 3 1 , 1 3 . 5 0 ' L T RI M 3 0 . 1 8 6" I E ( I N ) 2 4 . 5 9 ( N ) 6" I E ( I N ) 2 4 . 6 1 ( W ) 6" I E ( I N ) 2 7 . 3 4 ( E ) 6" I E ( O U T ) 2 4 . 1 0 ( S ) FINISHED GRADE @ PIPE CL EXISTING GRADE @ PIPE CL 10 15 20 25 30 35 40 10 15 20 25 30 35 40 ''28 . 0 ' 27 . 9 9 ' 27 . 7 27 . 6 6 27 . 3 27 . 3 2 26 . 8 26 . 8 2 '' 28 LF 6" DI @ 4.77% 24 LF 6" DI @ 2.00% 24 LF 6" DI @ 2.00% CO 7 , 6 " C L E A N O U T BT 1 2 0 - C - S T C ST A . 6 1 3 + 7 7 . 0 3 , 1 3 . 5 0 ' L T RI M 2 7 . 9 9 6" I E ( O U T ) 2 6 . 2 8 ( N W ) CO 6 , 6 " C L E A N O U T BT 1 2 0 - C - S T C ST A . 6 1 3 + 5 3 . 0 0 , 1 3 . 5 0 ' L T RI M 2 7 . 6 7 6" I E ( I N ) 2 5 . 8 0 ( S E ) 6" I E ( O U T ) 2 5 . 8 0 ( N W ) 20 1 - 0 7 , C B T Y P E 1 BT 1 2 0 - C - S T C ST A . 6 1 3 + 2 9 . 0 0 , 1 4 . 1 7 ' R T RI M 2 6 . 8 1 6" I E ( I N ) 2 4 . 0 0 ( N E ) 12 " I E ( O U T ) 2 3 . 0 0 ( N W ) CO 5 , 6 " C L E A N O U T BT 1 2 0 - C - S T C ST A . 6 1 3 + 2 9 . 0 0 , 1 3 . 5 0 ' L T RI M 2 7 . 3 6 6" I E ( I N ) 2 5 . 3 2 ( S E ) 6" I E ( O U T ) 2 5 . 3 2 ( S W ) FINISHED GRADE @ PIPE CL EXISTING GRADE @ PIPE CL 10 15 20 25 30 35 40 10 15 20 25 30 35 40 ''25 . 8 ' 25 . 7 7 ' 25 . 4 25 . 4 5 25 . 1 25 . 1 2 24 . 8 24 . 7 8 '''' 28 LF 6" DI @ 3.58% 24 LF 6" DI @ 2.00% 24 LF 6" DI @ 2.00% 24 LF 6" DI @ 2.00% 20 1 - 5 3 , C B T Y P E 1 BT 1 2 0 - C - S T C ST A . 6 1 1 + 3 4 . 2 7 , 1 4 . 1 7 ' R T RI M 2 4 . 2 8 12 " I E ( I N ) 2 1 . 5 0 ( S E ) 6" I E ( I N ) 2 2 . 0 0 ( N E ) 12 " I E ( O U T ) 2 1 . 5 0 ( N W ) CO 3 , 6 " C L E A N O U T BT 1 2 0 - C - S T C ST A . 6 1 1 + 8 2 . 2 7 , 1 3 . 5 0 ' L T RI M 2 5 . 4 6 6" I E ( I N ) 2 3 . 9 5 ( S E ) 6" I E ( O U T ) 2 3 . 9 5 ( N W ) CO 2 , 6 " C L E A N O U T BT 1 2 0 - C - S T C ST A . 6 1 1 + 5 8 . 2 5 , 1 3 . 5 0 ' L T RI M 2 5 . 1 4 6" I E ( I N ) 2 3 . 4 7 ( S E ) 6" I E ( O U T ) 2 3 . 4 7 ( N W ) CO 4 , 6 " C L E A N O U T BT 1 2 0 - C - S T C ST A . 6 1 2 + 0 6 . 2 7 , 1 3 . 5 0 ' L T RI M 2 5 . 7 7 6" I E ( O U T ) 2 4 . 4 3 ( N W ) CO 1 , 6 " C L E A N O U T BT 1 2 0 - C - S T C ST A . 6 1 1 + 3 4 . 2 7 , 1 3 . 5 0 ' L T RI M 2 4 . 8 3 6" I E ( I N ) 2 2 . 9 9 ( S E ) 6" I E ( O U T ) 2 2 . 9 9 ( S W ) FINISHED GRADE @ PIPE CL EXISTING GRADE @ PIPE CL SCALE IN FEET 02.5 55 10 (1" = 5') 20 40 SCALE IN FEET 01020 (1" = 20') (HOR.)(VERT.) CO 14 TO 202-25 SCALE 1" = 20' H, 1" = 5' V CO 8 TO 202-82 SCALE 1" = 20' H, 1" = 5' V No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 2 / 2 5 | 11 : 0 3 A M | SA K S H I G C: \ P W W O R K I N G \ J A C O B S _ B & I \ S A K S H I G @ O S B O R N C O N S U L T I N G . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C D V 2 0 1 - 2 0 7 . D W G S1-BT120-CDV201-207 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CDV001 GB-SEAL-SS56324 OSBORN CONSULTING INCORPORATED CO 7 TO 201-07 SCALE 1" = 20' H, 1" = 5' V CO 4 TO 201-53 SCALE 1" = 20' H, 1" = 5' V STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 MM/DD/YYYY CIVIL DRAINAGE PROFILE BT120-CDV207 BT120 179 A S. SRIDHARAN H. ONG R. PARISH S. SRIDHARAN 0 12/10/2024 SS RP SS ISSUED FOR BID 1 06/13/2025 SS RP SS ADDENDUM #1 A 10/24/2025 SS RP SS COR PERMIT REVISION - CNWD#001 RTA/CN 0205-24 1"=20' A 10-24-2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332155 FLOW FLOW CURB GUTTER 4.00' INLET OPENING 13.00' CONCRETE DEPRESSED GUTTER FL O W 6 11 2 B - OUTLET PIPE VA U L T W I D T H 3 VAULT LENGTH A - UNDERDRAIN CONTROL POINT 16 CONTROL POINT 2 METAL COVER LID PROVIDED BY MANUFACTURER (SEE GENERAL NOTES FOR LOAD RATING) 4" TO 8" REDUCER NOT PROVIDED BY MANUFACTURER H E I G H T VA R I E S M I N 3 . 5 ' MA X . H E I G H T P E R DR A I N A G E P R O F I L E S CLEAN OUT FRAME AND COVER CAST INTO TOP SLAB PROVIDED BY MANUFACTURER (SEE GENERAL NOTES FOR LOAD RATING) 21" BIOFILTRATION MEDIA LAYER PROVIDED BY MANUFACTURER 6" UNDERDRAIN STONE LAYER PROVIDED BY MANUFACTURER 3" MULCH LAYER PROVIDED BY MANFACTURER BYPASS MANUFACTURER RECOMMENDED TRAY SDR 35 OUTLET COUPLING CAST INTO PRECAST VAULT WALL PROVIDED BY MANUFACTURER BYPASS/ UNDERDRAIN FLOWKIT PROVIDED BY MANUFACTURER TOP SLAB C - INTERLOCKING JOINT (TYP.) 4" TO 8" REDUCER NOT PROVIDED BY MANUFACTURER 4.00' TRANSITIONAL DEPRESSED GUTTER 5.00' FULLY DEPRESSED GUTTER SEE DETAIL 2 THIS SHEET 4.00' TRANSITIONAL DEPRESSED GUTTER EX CURB THROAT OPENING TRANSITIONAL CURB BIOFILTRATION SYSTEM A UNIT (BEHIND) TRANSITIONAL CURB EX GUTTER EX CURB EX GUTTER 2 22 11 0. 5 0 ' 2 PRECAST TOP SLAB STANDARD 90° NOSING (OTHER NOSING AVAILABLE UPON REQUEST) CAST-IN-PLACE GUTTER AND THROAT OPENING (BY CONTRACTOR PER LOCAL STANDARDS) #4 DOWEL BARS @ 12" O.C. BY MANUFACTURER MANUFACTURER RECOMMENDED OUTLET PROTECTION DEVICE DO NOT REMOVE - LEAVE IN PLACE UNTIL SITE IS STABILIZED AND BIOFILTRATION SYSTEM A IS ACTIVATED PRECAST VAULT WALL 4" MIN.CLEAR THROAT OPENING 0. 6 7 ' TY P I C A L 0.50' MAX. CLEAR THROAT OPENING 0. 7 5 ' 8 4 THROAT OPENING ELEVATION7 27% NOT TO SCALE BIOFILTRATION SYSTEM TYPE A PLAN VIEW 1 - NOT TO SCALE BIOFILTRATION SYSTEM TYPE A PROFILE VIEW A - NOT TO SCALE CONCRETE DEPRESSED GUTTER B - NOT TO SCALE STANDARD CURB INLET WITH MANUFACTURER RECOMMENDED OUTLET PROTECTION DEVICE C - 5 5 BIOFILTRATION SYSTEM TYPE A UNITS SCHEDULE ID #TREATMENT REQUIREMENT OFFLINE 15 MIN WQ FLOW RATE (CFS) PEAK FLOW RATE (CFS) STATION/OFFSET VAULT DIMENSIONS TREATMENT AREA DIMENSIONS THROAT OPENING ELEVATION LOADING REQUIREMENTSCONTROL POINT 1 CONTROL POINT 2 FIL-1 METALS BASIC 0.071 0.300 RAINIER 206+09.38, 49.50 RT RAINIER 206+16.79, 49.40 RT 6'L x 4'W 6'L x 4'W 23.21 HS-25 FIL-2 METALS BASIC 0.110 0.428 RAINIER 202+28.90, 327.48 RT RAINIER 202+33.39, 327.99 RT 4'L x 4'W 4'L x 4'W 26.26 HS 20 GENERAL BIOFILTRATION TYPE A NOTES 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. CONSTRUCTION NOTES CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING CURB AND GUTTER AS NECESSARY TO INSTALL BIOFILTRATION SYSTEM UNIT AND TRANSITIONAL CURB. 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. OUTLET PIPE LOCATION VARIES, SEE DRAINAGE PLAN SHEETS. CONTRACTOR TO BEND BIOFILTRATION TYPE A UNIT DOWEL BAR AS NEEDED TO INSTALL CAST IN PLACE DEPRESSED GUTTER AND THROAT OPENING. INTERIOR FEATURES OF BIOFILTRATION TYPE A UNIT ARE TYPICALLY PROVIDED BY MANUFACTURER AND ARE SHOWN FOR REFERENCE ONLY. 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. SEE BIOFILTRATION TYPE A UNITS SCHEDULE FOR THROAT OPENING ELEVATION. TABLE ELEVATION IS APPROXIMATE, CONTRACTOR TO FIELD VERIFY. THROAT CLEARANCE SHALL BE 4" MIN AND 6" MAX. 1 2 3 4 5 6 7 8 No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 4 / 2 5 | 11 : 1 8 A M | SA K S H I G C: \ P W W O R K I N G \ J A C O B S _ B & I \ S A K S H I G @ O S B O R N C O N S U L T I N G . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C D D 5 0 1 - 5 0 7 . D W G S1-BT120-CDD501-507 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 GB-SEAL-SS56324 OSBORN CONSULTING INCORPORATED 1 1 1 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL DRAINAGE DETAILS BT120-CDD501 BT120 180 1 S. SRIDHARAN H. ONG R. PARISH S. SRIDHARAN 0 12/10/2024 SS RP SS ISSUED FOR BID 1 06/13/2025 SS RP SS ADDENDUM #1 RTA/CN 0205-24 NTS 6-9-2025 denote which units will be public vs. private Provide labels, legend, symbols, pipe and structure style, or designers choice to clearly show the distinction between public and private pipe and storm structures / treatment facilities ownership. which will corresponded to required maintenance and who will provide that maintenance in the future. This should be added to the plans as the as-builts will be upload and used to track asset management inventory and maintenance. I It is also used on engineering staff to reference and review system updates and design and is important as a permanent record of the storm system.DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332156 VAULT LENGTH CLEANOUT METAL COVER LID PROVIDED BY MANUFACTURER (SEE GENERAL NOTES FOR LOAD RATING) VA U L T W I D T H OUTLET PIPE NOT BY MANUFACTURER (LOCATION VARIES) UNDERDRAIN CU R B IN L E T 1' - 8 " M I N 2.00' MIN. MEDIA BAY *INLET PIPE NOT BY MANUFACTURER (LOCATION VARIES) TRANSFER OPENING 4" x 15" INLET ACCESS SEE GENERAL NOTES FOR LOAD RATING CURB AND GUTTER, TYP. (NOT BY MANUFACTURER) SEE CURB INLET DETAIL A - A B B OUTLET ACCESS CONTROL POINT 1 CONTROL POINT 2 1 6 6 3 A 3 21" BIOFILTRATION MEDIA, TYP. PROVIDED BY MANUFACTURER 6" UNDERDRAIN STONE LAYER, TYP. PROVIDED BY MANUFACTURER 3" MULCH LAYER, TYP. PROVIDED BY MANUFACTURER 5'-6116" 2'-8916" HE I G H T V A R I E S MI N . 3 . 5 ' MA X . H E I G H T P E R DR A I N A G E P R O F I L E S METAL COVER LID PROVIDED BY MANUFACTURER (SEE GENERAL NOTES FOR LOAD RATING) FLOWKIT OUTLET PIPE NOT BY MANUFACTURER (LOCATION VARIES) TOP SLAB *INLET PIPE NOT BY MANUFACTURER (LOCATION VARIES) 2 . 5 8 ' INLET BAY PERMANENT SETTLING POOL ELEV. ENERGY DISSIPATION ROCKS 0. 7 5 ' INTERLOCKING JOINT (TYP.) CURB AND GUTTER, TYP (NOT BY MANUFACTURER) STREET THROAT OPENING ELEVATION 8 27% NOT TO SCALE BIOFILTRATION SYSTEM TYPE B PLAN VIEW 1 - NOT TO SCALE BIOFILTRATION SYSTEM TYPE B PROFILE VIEW A - NOT TO SCALE STANDARD CURB INLET B - 5 5 BIOFILTRATION SYSTEM TYPE B UNITS SCHEDULE ID #TREATMENT REQUIREMENT OFFLINE 15 MIN WQ FLOW RATE (CFS) PEAK FLOW RATE (CFS) STATION/OFFSET VAULT DIMENSIONS TREATMENT AREA DIMENSIONS THROAT OPENING ELEVATION INLET ORIENTATION OUTLET ORIENTATION LOADING REQUIREMENTSCONTROL POINT 1 CONTROL POINT 2 FIL-6 METALS BASIC 0.106 0.125 LAKE 402+28.32, 20.21 RT LAKE 402+29.46, 25.03 RT 6'L x 4'W 4'L x 4'W NO CURB INLET A B HS-20 FIL-7 METALS BASIC 0.028 0.481 LAKE 400+57.18, 18.00 LT LAKE 400+52.88, 18.00 LT 6'L x 4'W 4'L x 4'W 24.8 NO PIPE A HS 20 GENERAL BIOFILTRATION TYPE B NOTES 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. CONSTRUCTION NOTES CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING CURB AND GUTTER AS NECESSARY TO INSTALL BIOFILTRATION SYSTEM UNIT AND CURB. 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. INLET AND OUTLET PIPE LOCATION VARIES, SEE SCHEDULE THIS SHEET. CONTRACTOR TO BEND BIOFILTRATION TYPE B UNIT DOWEL BAR AS NEEDED TO INSTALL CAST IN PLACE DEPRESSED GUTTER AND THROAT OPENING. INTERIOR FEATURES OF BIOFILTRATION TYPE B UNIT ARE TYPICALLY PROVIDED BY MANUFACTURER AND ARE SHOWN FOR REFERENCE ONLY. 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. THROAT CLEARANCE SHALL BE 4" MIN AND 6" MAX. SEE BIOFILTRATION TYPE B UNITS SCHEDULE FOR THROAT OPENING ELEVATION. TABLE ELEVATION IS APPROXIMATE, CONTRACTOR TO FIELD VERIFY. 1 2 3 4 5 6 7 No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 4 / 2 5 | 11 : 1 8 A M | SA K S H I G C: \ P W W O R K I N G \ J A C O B S _ B & I \ S A K S H I G @ O S B O R N C O N S U L T I N G . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C D D 5 0 1 - 5 0 7 . D W G S1-BT120-CDD501-507 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 GB-SEAL-SS56324 OSBORN CONSULTING INCORPORATED 7 4 2 8 1 1 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL DRAINAGE DETAILS BT120-CDD502 BT120 181 1 S. SRIDHARAN H. ONG R. PARISH S. SRIDHARAN 0 12/10/2024 SS RP SS ISSUED FOR BID 1 06/13/2025 SS RP SS ADDENDUM #1 RTA/CN 0205-24 NTS 6-9-2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332157 VAULT LENGTH CLEANOUT METAL COVER LID PROVIDED BY MANUFACTURER (SEE GENERAL NOTES FOR LOAD RATING) VA U L T W I D T H OUTLET PIPE NOT BY MANUFACTURER UNDERDRAIN 2.00' MIN. MEDIA BAY OUTLET ACCESS SEE GENERAL NOTES FOR LOAD RATING GRATE INLET SEE GENERAL NOTES FOR LOAD RATING CURB TYP. (NOT BY MANUFACTURER) A - 1CONTROL POINT 14 CONTROL POINT 24 2INLET OUTLET A B B A 21" BIOFILTRATION MEDIA, TYP. PROVIDED BY MANUFACTURER 6" UNDERDRAIN STONE LAYER, TYP. PROVIDED BY MANUFACTURER 3" MULCH LAYER, TYP. PROVIDED BY MANUFACTURER 5'-6116" 2'-8916" HE I G H T V A R I E S MI N . 3 . 5 ' MA X . H E I G H T P E R DR A I N A G E P R O F I L E S FLOWKIT OUTLET PIPE NOT BY MANUFACTURER TOP SLAB 2 . 5 8 ' INLET BAY PERMANENT SETTLING POOL ELEV. ENERGY DISSIPATION ROCKS TRANSFER OPENING 4" x 15" INLET PIPE NOT BY MANUFACTURER INTERLOCKING JOINT (TYP.) RIM ELEVATION TO CENTER OF GRATE CLEAN OUT FRAME AND COVER CAST INTO TOP SLAB ACCESS CASTING CAST INTO TOP SLAB (TYP) REFER TO TABLE FOR TYPE PER SIZE / CONFIGURATION CONTROL POINT 1 CONTROL POINT 2 4 4OUTLET INLET D D C C NOT TO SCALE BIOFILTRATION SYSTEM TYPE C PLAN VIEW 1 - NOT TO SCALE BIOFILTRATION SYSTEM TYPE C PROFILE VIEW A - 3 3 BIO FILTRATION TYPE C UNITS SCHEDULE ID #TREATMENT REQUIREMENT OFFLINE 15 MIN WQ FLOW RATE (CFS) PEAK FLOW RATE (CFS) STATION/OFFSET VAULT DIMENSIONS TREATMENT AREA DIMENSIONS INLET ORIENTATION OUTLET ORIENTATION LOADING REQUIREMENTS CONTROL POINT 1 CONTROL POINT 2 FIL-3 METALS BASIC 0.028 0.116 HARDIE 309+03.42, 38.40 RT HARDIE 309+04.90, 34.48 RT 6'L x 4'W 4'L x 4'W NA, GRATE C HS-25 FIL-4 METALS BASIC 0.134 0.534 GRADY 154+95.55, 28.40 LT GRADY 155+00.55, 28.40 LT 8'L x 4'W 6'L x 4'W C C HS-25 FIL-5 METALS BASIC 0.085 0.361 GRADY 155+15.76, 28.40 LT GRADY 155+20.76, 28.40 LT 6'L x 4'W 4'L x 4'W A A HS-25 FIL-8 METALS BASIC 0.283 1.121 STC 615+56.31, 17.97 RT STC 615+63.31, 17.97 RT 10'L X 6'W 8'L X 6'W C,D C HS-20 FIL-9 METALS BASIC 0.018 0.066 STC 616+48.18, 47.98 RT STC 616+49.76, 43.23 RT 6'L X 4'W 4'L X4'W A B HS-30 FIL-10 METALS BASIC 0.212 0.780 STC 617+14.41, 16.73 RT STC 617+07.41, 16.73 RT 8'L X 6'W 6'L X 6'W A A HS-30 NOT TO SCALE ALTERNATE ORIENTATION 2 - GENERAL BIOFILTRATION TYPE C NOTES 1.BIOFILTRATION SYSTEM TYPE C WITHOUT PLANTS SHALL HAVE SOLID CONCRETE TOP SLAB AND ACCESS HATCHES MEETING LOADING REQUIREMENTS PER SCHEDULE TABLE BELOW. 2.BIOFILTRATION SYSTEM TYPE C 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 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. CONSTRUCTION NOTES CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING CURB AND GUTTER AS NECESSARY TO INSTALL BIOFILTRATION SYSTEM UNIT AND TRANSITIONAL CURB. 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. INTERIOR FEATURES OF BIOFILTRATION TYPE C UNIT ARE TYPICALLY PROVIDED BY MANUFACTURER AND ARE SHOWN FOR REFERENCE ONLY. 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. 1 2 3 4 No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 4 / 2 5 | 11 : 1 8 A M | SA K S H I G C: \ P W W O R K I N G \ J A C O B S _ B & I \ S A K S H I G @ O S B O R N C O N S U L T I N G . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C D D 5 0 1 - 5 0 7 . D W G S1-BT120-CDD501-507 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 GB-SEAL-SS56324 OSBORN CONSULTING INCORPORATED 1 1 1 1 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL BT120-CDD503 BT120-CDD503 BT120 182 1 S. SRIDHARAN H. ONG R. PARISH S. SRIDHARAN 0 12/10/2024 SS RP SS ISSUED FOR BID 1 06/13/2025 SS RP SS ADDENDUM #1 RTA/CN 0205-24 NTS 6-9-2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332158 FLOW CONTROL RISER LENGTH, SEE SCHEDULE C/L IE IN IE OUT RIM/FG PRE-FILTER CARTRIDGE DR O P V A R I E S MI N I M U M 6 " 4 INLET PIPE SEE NOTES OUTLET PIPE SEE NOTES B - A - WETLAND MEDIA BED DRAIN DOWN FILTER PERIMETER VOID AREA PRE-FILTER CARTRIDGE 3 CONTROL POINT 2 1 3 CONTROL POINT 1 1 A BB A WIDTH, SEE SCHEDULE C/L RIM/FG HATCH (SEE GENERAL NOTES FOR LOAD RATING) 0. 7 1 ' HATCH (SEE GENERAL NOTES FOR LOAD RATING) OUTLET PIPEHE I G H T V A R I E S MI N . 3 . 5 ' MA X . H E I G H T P E R DR A I N A G E P R O F I L E S CC D D INLET PIPE SEE NOTES OUTLET PIPE SEE NOTES 3 CONTROL POINT 2 3 CONTROL POINT 1 1 1 2 No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 4 / 2 5 | 11 : 1 8 A M | SA K S H I G C: \ P W W O R K I N G \ J A C O B S _ B & I \ S A K S H I G @ O S B O R N C O N S U L T I N G . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C D D 5 0 1 - 5 0 7 . D W G S1-BT120-CDD501-507 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 GB-SEAL-SS56324 OSBORN CONSULTING INCORPORATED NOT TO SCALE BIOFILTRATION SYSTEM TYPE D SECTION A - 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. CONTRACTOR IS RESPONSIBLE FOR VERIFYING PROJECT ENGINEER'S RECOMMENDED BASE SPECIFICATIONS. 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. BIOFILTRATION SYSTEM TYPE D GENERAL NOTES: NOT TO SCALE BIOFILTRATION SYSTEM TYPE D PLAN 1 - NOT TO SCALE BIOFILTRATION SYSTEM TYPE D SECTION B - BIOFILTRATION SYSTEM TYPE D SCHEDULE ID #TREATMENT REQUIREMENT OFFLINE 15 MIN WQ FLOW RATE (CFS) PEAK FLOW RATE (CFS) STATION/OFFSET VAULT DIMENSIONS INLET ORIENTATION OUTLET ORIENTATION LOADING REQUIREMENTSCONTROL POINT 1 CONTROL POINT 2 MWS-66 METALS BASIC 0.025 0.089 RAINIER 207+87.20, 4.30 RT RAINIER 207+87.40, 9.30 RT 4'L x 4'W C C HS-20 MWS-67 METALS BASIC 0.477 1.864 STC 610+84.18, 21.78 RT STC 610+84.18, 30.78 RT 8'L x 24'W C C HS 20 MWS-68 METALS BASIC 0.463 1.82 STC 610+93.14, 42.50 RT STC 610+84.14, 28.50 RT 8'L x 24'W A B HS 20 MWS-69 METALS BASIC 0.212 1.039 RAILAKDW 720+46.47, 45.78 LT RAILAKDW 720+37.47, 45.78 LT 8'L x 8'W B A HS 30 CONSTRUCTION NOTES INLET AND OUTLET PIPE LOCATION VARIES, SEE DRAINAGE PLAN SHEETS. INTERIOR FEATURES OF BIOFILTRATION TYPE D UNIT ARE PROVIDED BY MANUFACTURER AND ARE SHOWN FOR REFERENCE ONLY. 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. INLET TO OUTLET ELEVATION DROP VARIES, MINIMUM 6". SEE DRAINAGE PROFILE SHEETS. 1 2 3 4 NOT TO SCALE ALTERNATE ORIENTATION 2 -2 2 2 1 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL DRAINAGE DETAILS BT120-CDD504 BT120 183 1 S. SRIDHARAN H. ONG R. PARISH S. SRIDHARAN 0 12/10/2024 SS RP SS ISSUED FOR BID 1 06/13/2025 SS RP SS ADDENDUM #1 RTA/CN 0205-24 NTS 6-9-2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332159 C BT 1 2 0 - C D D 5 0 6 - S GRADY WAY GRADY 153+00 GRADY 154+00 GRADY 155+00 GRADY 156+00 GRADY 157+00 GRADY 158+00 RAILAK D W 7 1 9 + 0 0 RAILAKDW 7 2 0 + 0 0 R5 1 . 9 0 R 4 8 . 5 4 R5 0 . 0 0 R2 0 . 0 0 R1 9 . 8 9 R 3 0 . 0 0 R 3 5 . 0 0 R4 0 . 0 0 R 4 0 . 0 0 R 4 5 . 0 0 R3 5 . 0 0 R50 . 0 0 R3 5 . 0 0 R5 0 . 0 0 WESTERN WET BIOSWALE CENTRAL WET BIOSWALE EASTERN BIOSWALE GRADE PERVIOUS AREA EAST OF BT120-C-GRADY STA 158+28 TO DRAIN TO CATCH BASIN 105-81 AS INDICATED ON THE PLANS B BT120- C D D 5 0 6 - A BT 1 2 0 - C D D 5 0 6 - A BT 1 2 0 - C D D 5 0 6 - A BT 1 2 0 - C D D 5 0 6 - B BT120- C D D 5 0 6 - C BT 1 2 0 - C D D 5 0 6 - WESTERN WET BIOSWALE W1 W2 W3 W4 NORTHING 174940.35 174941.36 174932.38 174926.26 EASTING 1298288.23 1298271.33 1298240.20 1298191.08 DESCRIPTION BP - BEGIN WESTERN WET BIOSWALE PC PRC EP - END WESTERN WET BIOSWALE CENTRAL WET BIOSWALE C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 NORTHING 175007.73 175008.43 175004.76 174989.83 174988.38 174989.50 174979.44 174978.13 174968.34 174966.59 174967.38 174964.14 174958.65 174958.85 174955.82 174951.46 EASTING 1298574.58 1298563.36 1298543.99 1298511.93 1298481.68 1298478.51 1298440.39 1298439.25 1298422.31 1298413.30 1298402.83 1298387.46 1298373.38 1298360.41 1298342.45 1298330.53 DESCRIPTION BP - BEGIN CENTRAL WET BIOSWALE PC PT PC PT PC PT PC PT PC PRC PRC PT PC PT EP - END CENTRAL WET BIOSWALE WESTERN WET BIOSWALE E1 E2 E3 E4 E5 E6 E7 E8 NORTHING 175039.69 175035.31 175034.73 175030.53 175031.53 175034.76 175029.38 175020.80 EASTING 1298772.96 1298747.54 1298737.30 1298716.93 1298692.67 1298681.73 1298651.09 1298628.43 DESCRIPTION BP - BEGIN EASTERN WET BIOSWALE PRC PT PC PT PC PRC EP - END EASTERN WET BIOSWALE WET BIOSWALE ALIGNMENT DETAILS SCALE: 1" = 20' 1 - 20 40 SCALE IN FEET 01020 (1" = 20') N W1W2W3W4 C1 C2C3C4 C5 C6C7 C8 C9 C10C11 C12 C13 C14C15C16 E1 E2 E3 E4E5 E6E7 E8 ### 1.SEE BT120-CDD506 FOR TYPICAL SECTION A-A AND SECTION B-B DETAILS. NOTE: STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL DRAINAGE DETAILS BT120-CDD505 BT120 184 1 S. SRIDHARAN H. ONG R. PARISH S. SRIDHARAN 0 12/10/224 SS RP SS ISSUED FOR BID 1 06/13/2025 SS RP SS ADDENDUM #1 RTA/CN 0205-24 1"=20' 11 No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 4 / 2 5 | 11 : 1 8 A M | SA K S H I G C: \ P W W O R K I N G \ J A C O B S _ B & I \ S A K S H I G @ O S B O R N C O N S U L T I N G . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C D D 5 0 5 . D W G S1-BT120-CDD505 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CPP001 xS1-BT120-CAP001 xS1-BT120-CDP001 GB-SEAL-SS56324 OSBORN CONSULTING INCORPORATED 6-9-2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332160 BOTTOM OF SWALE WIDTH VARIES (3.0' MINIMUM) 2" MEDIUM COMPOST TILLED INTO 6" TOPSOIL TYPE A 8" M I N . FINISHED GRADE OR TIE INTO EXISTING GRADE WA T E R Q U A L I T Y D E S I G N DE P T H 4 " M A X . 3:1 O R F L A T T E R S L O P E 3:1 OR F L A T T E R S L O P E 2. 5 ' M A X . (B O T H S I D E S ) VEGETATION PER LANDSCAPING PLAN PLASTIC LUMBER PLATE 3/8-IN PLATE STAINLESS WASHER (TYP) 3/8-IN X 6-IN STAINLESS MACHINE BOLT 4-IN X 4-IN (NOM.) PLASTIC LUMBER POST 3/8-IN LOCKING OR STAINLESS DOUBLE NUT 3/8-IN PLATE STAINLESS WASHER (TYP) PRE-DRILL HOLES IN POST FOR MACHINE BOLTS, 2-IN AND 10-IN FROM TOP OF POST 12" DIA CONC ENCASEMENT FOR PLASTIC LUMBER POST 2" X 12" LEVEL PLASTIC LUMBER PLATE 4" X 4" (NOM) PLASTIC LUMBER POST EMBEDDED IN CONC. SEE PLATE INSTALLATION PLAN THIS SHEET FINISHED GRADE / BOTTOM OF BIOFILTRATION SWALE 2" MEDIUM COMPOST TILLED INTO 6" TOPSOIL 5" 12 " 4" 8" VA R I E S 12" DIA CONC ENCASEMENT 1-FT (MIN) DEPTH QUARRY SPALLS (TYP) EXISTING GROUND 0.5% SLOPE PIPE INFLOW 1 3 3.0'W WIDTH VARIES (3.0' MIN) 3.0' 1 3 QUARRY SPALLS FINISHED GRADE EXISTING GROUND 12-IN DIA. CONC. ENCASEMENT 2.0' O.C. (MAX) BETWEEN FLOW SPREADER POSTS PLASTIC LUMBER PLATE WET BIOSWALE TYPICAL SECTION A-A SCALE: NTS 1 - 1.ALL SWALES ARE DESIGNED AS WET BIOFILTRATION SWALE. 2.LONGITUDINAL SLOPE: WESTERN SWALE - 0.5% CENTRAL SWALE - 0.5% EASTERN SWALE - 0.5% 3.BED WIDTH: WESTERN SWALE - VARIES (3.0 FEET MINIMUM) CENTRAL SWALE - VARIES (3.0 FEET MINIMUM) EASTERN SWALE - VARIES (3.0 FEET MINIMUM) 4.LENGTH: WESTERN SWALE - 102 FEET CENTRAL SWALE - 261 FEET EASTERN SWALE - 150 FEET 5.SEE LPP SHEETS FOR LANDSCAPING PLANTING PLANS. WET BIOSWALE INFORMATION: WET BIOSWALE TYPICAL SECTION B-B SCALE: NTS 2 - PLATE INSTALLATION PLAN SCALE: NTS 3 - STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL DRAINAGE DETAILS BT120-CDD506 BT120 S. SRIDHARAN H. ONG R. PARISH S. SRIDHARAN 0 12/10/2024 SS RP SS ISSUED FOR BID NTS No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 11 / 1 9 / 2 4 | 10 : 3 7 A M | SA K S H I G C: \ P W W O R K I N G \ J A C O B S _ B & I \ S A K S H I G @ O S B O R N C O N S U L T I N G . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C D D 5 0 1 - 5 0 6 . D W G S1-BT120-CDD501-506 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 GB-SEAL-SS56324 OSBORN CONSULTING INCORPORATED WET BIOSWALE TYPICAL SECTION C-C SCALE: NTS 4 - 12-02-2024 0185 RTA/CN 0205-24 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332161 FRONT VIEW 1" PVC ANTI-SIPHON PIPE ADAPTER REMOVABLE WATERTIGHT ACCESS PORT, 6"-10" OPENING OUTLET PIPE (HIDDEN) MOUNTING FLANGE OUTLET PIPE *NOTE- SUMP DEPTH OF 36" MIN. FOR UP TO 12" ID PIPE. OUTLET. FOR PIPES 15" ID AND ABOVE SUMP DEPTH OF 2.5 TO 3 TIMES PIPE ID RECOMMENDED SU M P D E P T H INLET PIPE OIL-DEBRIS HOOD ANTI-SIPHON DEVICE 1" PVC ANTI-SIPHON PIPE ADAPTER FOAM GASKET W/ PSA BACKING (TRIM TO LENGTH) MOUNTING FLANGE ANCHOR W/ BOLT (SEE DETAIL A) GASKET COMPRESSED BETWEEN HOOD AND STRUCTURE (SEE DETAIL B) DRILLED HOLE EXPANSION CONE (NARROW END OUT) ANCHOR SHIELD STAINLESS BOLT OU T L E T P I P E DI A M E T E R ( D ) NOT TO SCALE CATCH BASIN OIL-DEBRIS HOOD DETAIL FOR CB 203-82 1 - CONFIGURATION DETAIL TYPICAL INSTALLATION DETAIL DETAIL A DETAIL B DRAWING NEW 0 No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 4 / 2 5 | 11 : 1 8 A M | SA K S H I G C: \ P W W O R K I N G \ J A C O B S _ B & I \ S A K S H I G @ O S B O R N C O N S U L T I N G . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C D D 5 0 1 - 5 0 7 . D W G S1-BT120-CDD501-507 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 GB-SEAL-SS56324 OSBORN CONSULTING INCORPORATED STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL DRAINAGE DETAILS BT120-CDD507 BT120 185A 0 S. SRIDHARAN H. ONG R. PARISH S. SRIDHARAN 0 06/13/2025 SS RP SS ADDENDUM #1 RTA/CN 0205-24 1"=20' 6-9-2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332162 No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 1 1 / 2 5 | 1: 5 9 P M | OW E N . W A N G C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - W A N G O \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C L N 1 0 1 . D W G S1-BT120-CLN101 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 GB-SEAL-RJH43665 LEGEND*: NEW ST LUMINAIRE MOUNTED ON METAL POLE COR AND ST PEDESTRIAN LUMINAIRE AND POLE TYPE III MAST ARM TYPE 1 JUNCTION BOX TYPE 2 JUNCTION BOX TYPE 5 JUNCTION BOX TYPE 8 JUNCTION BOX ON CONCRETE PAD SERVICE CABINET PSE SERVICE POINT CONDUIT OVERHEAD POWER CONSTRUCTION NOTE POLE NUMBER WIRE NOTE SEE SHEETS BT120-GZN001-BT120-GZN007 FOR GENERAL SYMBOLS AND LEGEND X OEOE EXISTING XX X 43665 STATE O F WASHIN G T O N REGISTE R E D P R O F ESSIONAL E N G INEER RICHA R D J . HUTCHI N S O N * STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL ILLUMINATION PLAN LEGEND BT120-CLN101 BT120 186 1 R. TLEHHEMA R. SNELLINGS E. SHIMIZU R. HUTCHINSON 0 12/10/2024 OW RT RH ISSUED FOR BID 1 06/13/2025 OW RT RH ADDENDUM #1 RTA/CN 0205-24 NTS 1 1 1 6/12/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433225 FO FO FO FO FO X X X X UT H H H H H TT T E FOFO FO FO FO ICV ICV IC V ICVIC V ICVICV ICV ICV ICV E CO E E E E E E E E W E EE E E EE E CO T G G G G G / / / / / / ///// / / / / / / // / // G G G E E E E E E E FO FO FO FO FO FO FO FO FO SSSS S D S D SD SD S D SD SD SD SSSSSSSSSSSSSSSSSSSS E E E E E E CO CO ^ ^ ^ ^ ^ ^ ^ ^^^^^^^^^^^ F DETV DETV DETV DETV PTZ DETV PTZ / / / / / / / / / // / / / / / / / //////////// SCV No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 1 1 / 2 5 | 2: 0 1 P M | OW E N . W A N G C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - W A N G O \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C L P 1 0 0 . D W G S1-BT120-CLP100 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-VSF100 xS1-BT120-CAP001 xS1-BT120-VRX001 GB-SEAL-RJH43665 xS1-BT120-CPP001 xS1-BT120-CMP001 xS1-BT120-CDP001 xS1-BT120-TSP001 xS1-BT120-CLP001 xS1-BT120-APP211 xS1-BT120-LHP001 xS1-BT120-LPP001 xS1-BT120-JCP101 xS1-BT120-EPP101 xS1-BT120-JCP001 xS1-BT120-GZK020 xS1-BT120-TIP001 xS1-BT120-CZN002 N SCALE IN FEET 040 8080 160 (1" = 80') 43665 STATE O F WASHIN G T O N REGISTE R E D P R O F ESSIONAL E N G INEER RICHA R D J . HUTCHI N S O N GENERAL NOTES: 1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH WSDOT STANDARD PLANS, STANDARD SPECIFICATIONS, LATEST AMENDMENTS TO APWA STANDARD SPECIFICATIONS, SPECIAL PROVISIONS, SOUND TRANSIT GUIDELINES, CITY OF RENTON STANDARDS WITHIN CITY ROW, AND THESE PLANS. 2.THE LOCATION OF ALL FEATURES TO BE INSTALLED BY THE CONTRACTOR SHALL BE VERIFIED IN THE FIELD BY THE ENGINEER PRIOR TO INSTALLATION. 3.EXISTING ROADWAY ILLUMINATION SYSTEMS WITHIN THE PACKAGE LIMITS WILL BE MAINTAINED AND PROTECTED UNLESS OTHERWISE NOTED ON THESE PLANS. 4.LIGHT POLES IN CITY OF RENTON RIGHT-OF-WAY WILL BE LOCATED ACCORDING TO CITY OF RENTON STANDARD PLANS 117.1, 117.2 AND 124, AND THESE PLANS. 5.ALL EXISTING OR PROPOSED TRANSPORTATION FEATURES WITHIN THE PROJECT CONSTRUCTION LIMITS SHALL MEET CURRENT ADA STANDARDS (I.E. JUNCTION BOXES SHALL HAVE NON-SKID LIDS). 6.SIGNAL POLE, LUMINAIRE, AND CABINET FOUNDATIONS SHALL BE CLASS 4000P CONCRETE. 7.THE CONSTRUCTION PLANS DO NOT SHOW ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL INVESTIGATE UTILITIES PRIOR TO ANY FOUNDATION EXCAVATION AND CONDUIT TRENCHING TO AVOID DAMAGE TO ANY UNDERGROUND UTILITIES. HAND DIGGING MAY BE REQUIRED IN AREAS WHERE EXISTING UNDERGROUND UTILITIES CONFLICT WITH POLE FOUNDATION INSTALLATION. ALL EXISTING UTILITIES SHALL BE LOCATED AND MARKED IN THE FIELD BEFORE PERFORMING ANY UNDERGROUND WORK. CARE SHALL BE EXERCISED WHEN EXCAVATING, TRENCHING, OR BORING NEAR ANY EXISTING UTILITIES. UTILITY COMPANIES SHALL BE CONTACTED THROUGH THE ENGINEER IF PROPOSED CONSTRUCTION CONFLICTS WITH ANY EXISTING UTILITIES. ALL EXISTING UTILITY INFRASTRUCTURE TO BE PROTECTED AT ALL TIMES THROUGHOUT CONSTRUCTION. 8.EXISTING OR HIGHER ILLUMINATION LEVELS SHALL BE MAINTAINED DURING AND THROUGHOUT CONSTRUCTION. HA R D I E A V E AREA MAP 1" = 80' S GRADY W A Y LA K E A V E S SR - 1 6 7 RAI N I E R A V E S NORTH DRIVEWAY SOUTH DRIVEWAY102 103 201 202 203 204 205 101 104 105 106 107 CROSS REFERENCING OF DRAWINGS BASE SHEET TITLE 1"=20' DRAWING SETS NOT USED S1-BT120-CLP102 NOT USED S1-BT120-CLP104 S1-BT120-CLP105 S1-BT120-CLP106 NOT USED 101 102 103 104 105 106 107 CROSS REFERENCING OF DRAWINGS BASE SHEET TITLE 1"=20' DRAWING SETS S1-BT120-CLP201 S1-BT120-CLP202 S1-BT120-CLP203 S1-BT120-CLP204 S1-BT120-CLP205 201 202 203 204 205 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL ILLUMINATION PLAN AREA PLAN AND GENERAL NOTES BT120-CLP100 BT120 187 1 R. TLEHHEMA R. SNELLINGS E. SHIMIZU R. HUTCHINSON 0 12/10/2024 OW RT RH ISSUED FOR BID 1 06/13/2025 OW RT RH ADDENDUM #1 RTA/CN 0205-24 1"=80' UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT120-RPP201-BT120-RPP205 1 6/12/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433226 FO UT H H H H S D S D SS S S SD SD SD SD SD SD SD SD SD S D E C O EE E E G G FO FO FO FO FO E E E E E E E G G G G G E E E E E E E E E E E E E E E G G G G G G FO FO FO FO FO FO FO FO FO SDSD FO F O F O FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO SD SD SD SDSDSD SD SD SD SD SD SD SD SD SDSD SD SD SD SD S D SD SD SD SD E E E E E E E E F O FO F O FO F O FO SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS F O FO F O F O FO F O FO SS SS W W W W SS SS SS SS SD SD SD SD SD SD C C C C C C C C C 2 ' 1 1 " D P 6 ' 9 " D P 1 ' D P 1'11" D P 2'3"DP 2' DP 2' D P 3 ' 1 1 " D P G G DETV DE T V DETV PT Z DE T V SCV HA R D I E 3 1 0 + 0 0 HARD I E 3 0 8 + 0 0 HAR D I E 3 0 9 + 0 0 HA R D I E 3 1 0 + 0 0 RAINIER 2 0 4 + 0 0 RAINIER 205 + 0 0 RAINIER 206+00 RAINIER 207+00 RAINIER 2 0 8 + 0 0 RAINI E R 2 0 9 + 0 0 20 40 SCALE IN FEET 01020 (1" = 20') No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 1 1 / 2 5 | 2: 0 3 P M | OW E N . W A N G C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - W A N G O \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C L P 1 0 2 . D W G S1-BT120-CLP102 FACILITY ID: Xrefs: xS1-BT120-CPP001 xS1-BT120-VRX001 xS1-BT120-CDP001 xS1-BT120-TSP001 xS1-BT120-CLP001 xS1-BT120-APP211 xS1-BT120-LHP001 xS1-BT120-LPP001 xS1-BT120-CMP001 xBRT-CUD05-TB22x34 xS1-BT120-GZK020 xS1-BT120-CAP001 xS1-BT120-VSF100 GB-SEAL-RJH43665 xS1-BT120-JCP101 xS1-BT120-EPP101 xS1-BT120-JCP001 xS1-BT120-GZK010 xS1-BT120-TIP001 xS1-BT120-CZN002 43665 STATE O F WASHIN G T O N REGISTE R E D P R O F ESSIONAL E N G INEER RICHA R D J . HUTCHI N S O N MA T C H L I N E : N O T U S E D I N T H I S S E R I E S RAINIER AVE S HARD I E A V E S W MATCHLINE: SEE DWG BT120-CLP203 MATCHLINE: SEE DWG BT120-CLP201 N CONSTRUCTION NOTES: INSTALL PEDESTRIAN SCALE LUMINAIRE POLE WITH 2' LUMINAIRE ARM AND FOUNDATION WITH NEW LED FIXTURE PER CITY OF RENTON STANDARD PLAN 117.2. FOUNDATION DEPTH SHALL BE 5' MINIMUM. INSTALL TYPE 2 JUNCTION BOX PER CITY OF RENTON STANDARD PLAN 119. INSTALL TYPE 8 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.30-04. INSTALL CONCRETE PAD PER CITY OF RENTON STANDARD PLAN 120. MAINTAIN AND PROTECT EXISTING LIGHT POLE, LUMINAIRE ARM, LUMINAIRE, AND FOUNDATION. PROPOSED PSE POWER SOURCE LOCATION. COORDINATE FINAL SERVICE CONNECTION WITH PSE REPRESENTATIVE. REFERENCE PSE CUSTOMER DRAWING FOR ELECTRICAL ORDER #104364659. REMOVE EXISTING LIGHTING CONDUCTORS. EXISTING CONDUIT TO REMAIN AS SPARE. REMOVE AND SALVAGE EXISTING STREET LIGHT POLE, BRACKET ARM, AND LUMINAIRE. REMOVE EXISTING LIGHT POLE FOUNDATION AND ASSOCIATED CONDUIT AND WIRING. PROTECT IN PLACE EXISTING JUNCTION BOX. REMOVE EXISTING LIGHTING CONDUCTORS SOUTH TO NEAREST JUNCTION BOX. PROTECT IN PLACE EXISTING SPARE CONDUIT. INSTALL CONCRETE PAD PER CITY OF RENTON STANDARD PLAN 120. LUMINAIRE ON SIGNAL MAST ARM POLE. SEE TRAFFIC SIGNAL SHEETS BT120-TSD101, BT120-TSD102 AND BT120-TSS101 THROUGH BT120-TSS104 FOR DETAILS.10 9 GENERAL NOTES: 1.SEE SHEET BT120-CLP100 FOR ILLUMINATION GENERAL NOTES. 2.SEE SHEET BT120-CLN101 FOR ILLUMINATION LEGEND. 3.SEE SHEET BT120-CLS101 FOR ILLUMINATION WIRING SCHEDULE 4.SEE SHEET BT120-CLS102 THROUGH BT120-CLS103 FOR ILLUMINATION POLE SCHEDULE. 5.ALL EXISTING ILLUMINATION NOT CALLED OUT TO BE REMOVED SHALL BE MAINTAINED AND PROTECTED. 6.SEE SIGNAL SHEET BT120-TSD101 FOR LUMINAIRES ON SIGNAL POLES AND ASSOCIATED CONDUIT AND WIRING. 7.REFER TO CITY OF RENTON STANDARD PLAN 135 FOR ADDITIONAL TRANSPORTATION NOTES. 10 11 10 1 9 80 981 5 4 4 1 M A T C H L I N E : N O T U S E D I N T H I S S E R I E S PROPOSED R/W PROPOSED R/W EXISTING R/W KEY MAP 6 17 17 13 13 13 19 19 20 20 21 22 21 22 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL ILLUMINATION PLAN RAINIER STA 204+00 TO RAINIER STA 208+50 BT120-CLP102 BT120 188 1 R. TLEHHEMA R. SNELLINGS E. SHIMIZU R. HUTCHINSON 0 12/10/2024 OW RT RH ISSUED FOR BID 1 06/13/2025 OW RT RH ADDENDUM #1 RTA/CN 0205-24 1"=20' N 102 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRADY WAY LA K E AV E S 103 201 202 203 204 205 101 104 105 106 107 1 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT120-RPP201-BT120-RPP205 1 11 30 29 1 1 4 30 29 1 1 6/12/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433227 TRANSPORTATION OPERATION CBarnes 12/01/2025 X X X XXXXXXXXXX X X X X X SS SS SS SS SS SS SS SS S S SD OE OE OE OE OE OE OE OE E E E E E E E E E E E E E E E E E E E E E EEE E EEEEE E E E EEEEEE E E E E E E E E E E FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO W W W W SD SD SD SD SD SD SD SD SD SD SD SD FO FO FO FO FO FO FO FO FO FO FOFOFO FOFOFOFOFOFO SD SD S D FO FO FO OEOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE SD SD FO FO FO FO FO FO FO SS SS SS SS SS SS SS SS SS SS SS EEEE 3'6" DP 5'9" DP 7'2" DP 6'11" DP 7' DP 6'6" DP 4'4" DP 4'3" DP 3'7" DP 2' DP 8 ' 5 " D P 8 ' 1 1 " D P 8 ' 1 0 " D P 9 ' D P 4'DP 3'7" DP W W E E E E E CCCC C C SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD 6' DP 4' DP SD SD SD SD SD SD SD SD SD S D S D 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 R1 5 . 0 0 GRADY 151+00 GRADY 152+00 GRADY 153+00 GRADY 154+00 GRADY 155+00 GRADY 156+00 20 40 SCALE IN FEET 01020 (1" = 20') No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 1 1 / 2 5 | 2: 0 6 P M | OW E N . W A N G C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - W A N G O \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C L P 1 0 4 - 1 0 6 . D W G S1-BT120-CLP104-106 FACILITY ID: Xrefs: xS1-BT120-CPP001 xS1-BT120-VRX001 xS1-BT120-CDP001 xS1-BT120-TSP001 xS1-BT120-CLP001 xS1-BT120-APP211 xS1-BT120-LHP001 xS1-BT120-LPP001 xS1-BT120-CMP001 xBRT-CUD05-TB22x34 xS1-BT120-GZK020 xS1-BT120-CAP001 xS1-BT120-VSF100 GB-SEAL-RJH43665 xS1-BT120-JCP101 xS1-BT120-EPP101 xS1-BT120-JCP001 xS1-BT120-GZK010 xS1-BT120-TIP001 xS1-BT120-CZN002 6 7 6 CONSTRUCTION NOTES: CONSTRUCT FOUNDATION AND INSTALL PEDESTRIAN SCALE POLE WITH "ALT1" LED LUMINAIRE AND ARM. SEE ILLUMINATION POLE SCHEDULE. REMOVE LIGHT POLE, FOUNDATION, LUMINAIRE, AND ALL ASSOCIATED WIRING/CONDUIT TO SPLICE POINT. CONTRACTOR TO PROVIDE 14 DAY NOTICE TO CITY OF RENTON POLICE DEPARTMENT, PATROL SERVICES FOR REMOVAL OF RED LIGHT CAMERA EQUIPMENT, INCLUDING ASSOCIATED SIGNING AT THE INTERSECTION.. CONTACT INFO: STEVE MORRIS, 425-430-7597, SMORRIS@RENTONWA.GOV. RENTON PD WILL REINSTALL IN APPROXIMATELY THE SAME LOCATION. INSTALL PEDESTRIAN SCALE LUMINAIRE POLE WITH 2' LUMINAIRE ARM AND FOUNDATION WITH NEW LED FIXTURE PER CITY OF RENTON STANDARD PLAN 117.2. FOUNDATION DEPTH SHALL BE 5' MINIMUM. INSTALL TYPE 2 JUNCTION BOX PER CITY OF RENTON STANDARD PLAN 119. SEE ELECTRICAL SHEETS BT120-ESP101, BT120-ESP104, AND BT120-EPS113 FOR CONDUIT WIRING AND CIRCUIT INFORMATION. INSTALL CONCRETE PAD PER CITY OF RENTON STANDARD PLAN 120. 6 7 43665 STATE O F WASHIN G T O N REGISTE R E D P R O F ESSIONAL E N G INEER RICHA R D J . HUTCHI N S O N N MA T C H L I N E : N O T U S E D I N T H I S S E R I E S MA T C H L I N E : G R A D Y S T A 1 5 6 + 5 0 SE E D W G BT 1 2 0 - C L P 1 0 5 MATCHLINE: SEE DWG BT120-CLP205 S GRADY WAY MATCHLINE: SEE DWG BT120-CLP204 6 6 6 6 6 6 6 6 6 6 9 1 9 60 9 61 9 62 9 63 9 64 9 65 9 67 9 1 1 1 1 1 1 1 4 2 2 2 2 2 2 10 10 10 10 10 10 10 1059 4 475 9 66 1 10 4 76 GENERAL NOTES: 1.SEE SHEET BT120-CLP100 FOR ILLUMINATION GENERAL NOTES. 2.SEE SHEET BT120-CLN101 FOR ILLUMINATION LEGEND. 3.SEE SHEET BT120-CLS101 FOR ILLUMINATION WIRING SCHEDULE 4.SEE SHEET BT120-CLS102 THROUGH BT120-CLS103 FOR ILLUMINATION POLE SCHEDULE. 5.ALL EXISTING ILLUMINATION NOT CALLED OUT TO BE REMOVED SHALL BE MAINTAINED AND PROTECTED. 6.REFER TO CITY OF RENTON STANDARD PLAN 135 FOR ADDITIONAL TRANSPORTATION NOTES. PROPOSED R/W EXISTING R/W N SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 KEY MAP SW GRADY WAY 104 LA K E AV E S 102 103 201 202 203 204 205 101 105 106 107 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL ILLUMINATION PLAN GRADY STA 151+00 TO GRADY STA 156+50 BT120-CLP104 BT120 189 1 R. TLEHHEMA R. SNELLINGS E. SHIMIZU R. HUTCHINSON 0 12/10/2024 OW RT RH ISSUED FOR BID 1 06/13/2025 OW RT RH ADDENDUM #1 RTA/CN 0205-24 1"=20' 27 27 1 27 29 29 29 29 29 6 29 29 29 29 29 2 6 1 1 1 6/12/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433228 TRANSPORTATION OPERATION CBarnes 12/01/2025 X X S D S D S D C C C C C C C C C C C E EEEEEE T E EEEEEEEEEEE E E E E E E E E E FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO SDSDSDSD SD SD SD SD SD SD SD SD SD SD SD SD SD FO FO FO X X X X X X X X X X X X / / ////// ////// / / / ////////////// / // OE OE OE OE OE OE OE OE OE OE OE OE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE OE OE OE OE OE OE OE OE OE OE OE OE OE SD SD SD SD SD SD FO FO FO FO FO FO FO FO FO FO FO SS EEEEE CCCCCC E SD SD SD SD SD 21 22 23 24 25 26 27 28 DE T V LAKE 399+48 LAKE 400+00 LAK E 4 0 1 + 0 0 GRADY 160+46GRADY 157+00 GRADY 158+00 GRADY 159+00 GRADY 160+00 RAILAKDW 722+12 RAILAK D W 7 1 9 + 0 0 RAILAKDW 7 2 0 + 0 0 RAILA K D W 7 2 1 + 0 0 20 40 SCALE IN FEET 01020 (1" = 20') No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 1 1 / 2 5 | 2: 0 6 P M | OW E N . W A N G C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - W A N G O \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C L P 1 0 4 - 1 0 6 . D W G S1-BT120-CLP104-106 FACILITY ID: Xrefs: xS1-BT120-CPP001 xS1-BT120-VRX001 xS1-BT120-CDP001 xS1-BT120-TSP001 xS1-BT120-CLP001 xS1-BT120-APP211 xS1-BT120-LHP001 xS1-BT120-LPP001 xS1-BT120-CMP001 xBRT-CUD05-TB22x34 xS1-BT120-GZK020 xS1-BT120-CAP001 xS1-BT120-VSF100 GB-SEAL-RJH43665 xS1-BT120-JCP101 xS1-BT120-EPP101 xS1-BT120-JCP001 xS1-BT120-GZK010 xS1-BT120-TIP001 xS1-BT120-CZN002 43665 STATE O F WASHIN G T O N REGISTE R E D P R O F ESSIONAL E N G INEER RICHA R D J . HUTCHI N S O N N MA T C H L I N E : G R A D Y S T A 1 5 6 + 5 0 SE E D W G BT 1 2 0 - C L P 1 0 4 MATC H L I N E : SEE D W G BT120 - C L P 2 0 4 S GRADY WAY LAK E A V E S MATCHLINE: LAKE STA 401+50 SEE DWG BT120-CLP106 6 6 6 9 69 9 70 2 1 2 1 10 12 11968 1 1010 2 4 79 471 472 473 6 PROPOSED R/W EXISTING R/W PROPOSED R/W N SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 KEY MAP SW GRADY WAY 105 LA K E AV E S 102 103 201 202 203 204 205 101 104 106 107 6 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL ILLUMINATION PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 BT120-CLP105 BT120 190 1 R. TLEHHEMA R. SNELLINGS E. SHIMIZU R. HUTCHINSON 0 12/10/2024 OW RT RH ISSUED FOR BID 1 06/13/2025 OW RT RH ADDENDUM #1 RTA/CN 0205-24 1"=20' 2718 CONSTRUCTION NOTES: CONSTRUCT FOUNDATION AND INSTALL LIGHT POLE WITH "ALT2" LED LUMINAIRE AND ARM. SEE ILLUMINATION POLE SCHEDULE. CONSTRUCT FOUNDATION AND INSTALL PEDESTRIAN SCALE POLE WITH "ALT1" LED LUMINAIRE AND ARM. SEE ILLUMINATION POLE SCHEDULE. REMOVE LIGHT POLE, FOUNDATION, LUMINAIRE, AND ALL ASSOCIATED WIRING/CONDUIT TO SPLICE POINT. INSTALL PEDESTRIAN SCALE LUMINAIRE POLE WITH 2' LUMINAIRE ARM AND FOUNDATION WITH NEW LED FIXTURE PER CITY OF RENTON STANDARD PLAN 117.2. FOUNDATION DEPTH SHALL BE 5' MINIMUM. INSTALL TYPE 2 JUNCTION BOX PER CITY OF RENTON STANDARD PLAN 119. INSTALL TYPE 8 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.30-04. INSTALL CONCRETE PAD EXTENDING 1 FT FROM THE EDGE OF THE JUNCTION BOX. INSTALL SERVICE CABINET FOUNDATION PER CITY OF RENTON STANDARD PLAN 126.1. INSTALL SERVICE CABINET PER CITY OF RENTON STANDARD PLANS 122.1 AND 122.2. PROPOSED PSE POWER SOURCE LOCATION. COORDINATE FINAL SERVICE CONNECTION WITH PSE REPRESENTATIVE. REFERENCE PSE CUSTOMER DRAWING FOR ELECTRICAL ORDER #594162097. SEE ELECTRICAL SHEETS BT120-ESP101, BT120-ESP104, AND BT120-EPS113 FOR CONDUIT WIRING AND CIRCUIT INFORMATION. INSTALL CONCRETE PAD PER CITY OF RENTON STANDARD PLAN 120. INSTALL CONCRETE PAD EXTENDING 1 FT FROM THE EDGE OF THE POLE BASE. 4 6 9 10 GENERAL NOTES: 1.SEE SHEET BT120-CLP100 FOR ILLUMINATION GENERAL NOTES. 2.SEE SHEET BT120-CLN101 FOR ILLUMINATION LEGEND. 3.SEE SHEET BT120-CLS101 FOR ILLUMINATION WIRING SCHEDULE 4.SEE SHEET BT120-CLS102 THROUGH BT120-CLS103 FOR ILLUMINATION POLE SCHEDULE. 5.ALL EXISTING ILLUMINATION NOT CALLED OUT TO BE REMOVED SHALL BE MAINTAINED AND PROTECTED. 6.REFER TO CITY OF RENTON STANDARD PLAN 135 FOR ADDITIONAL TRANSPORTATION NOTES. 27 1 11 12 18 29 31 1 1 29 29 31 6 1 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT120-RPP201-BT120-RPP205 1 9 10 11 12 18 178 27 1 6/12/2025 AS A CONDITION OF APPROVAL, EXISTING PRIVATE UNDERGROUND UTILITIES SHALL BE RELOCATED OUTSIDE OF THE FOOTPRINT OF CITY OF RENTON LIGHT POLE FOUNDATIONS PRIOR TO INSTALLATION DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433229 TRANSPORTATION OPERATION CBarnes 12/01/2025 SD SD SD SD SD SD SD SD SD E E E E SD SD SD SD SDX X X XX X X X X X X X X XXXXXXXXXXOEOEOEOEOEOEOEOEOEOEOEOEOE OE OE OE OE OE OE OE OE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE S D S D 6" T R E E 30 ' D L N 1. 5 ' R E T W A L L P L A N T E R S D S D SD SD ^ ^ ^ ^ ^ ^ ^ LAKE 402+00 LAKE 403+00 LAKE 404+00 LA K E 4 0 5 + 0 0 N T C 5 1 8 + 7 5 N T C 5 1 8 + 0 0 S TC 619+04 S T C 6 1 8 + 0 0 S T C 6 1 9 + 0 0 RAILAKDW 722+12 R A I L A K D W 7 2 1 + 0 0 RAILAKDW 722+00 20 40 SCALE IN FEET 01020 (1" = 20') No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 1 1 / 2 5 | 2: 0 6 P M | OW E N . W A N G C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - W A N G O \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C L P 1 0 4 - 1 0 6 . D W G S1-BT120-CLP104-106 FACILITY ID: Xrefs: xS1-BT120-CPP001 xS1-BT120-VRX001 xS1-BT120-CDP001 xS1-BT120-TSP001 xS1-BT120-CLP001 xS1-BT120-APP211 xS1-BT120-LHP001 xS1-BT120-LPP001 xS1-BT120-CMP001 xBRT-CUD05-TB22x34 xS1-BT120-GZK020 xS1-BT120-CAP001 xS1-BT120-VSF100 GB-SEAL-RJH43665 xS1-BT120-JCP101 xS1-BT120-EPP101 xS1-BT120-JCP001 xS1-BT120-GZK010 xS1-BT120-TIP001 xS1-BT120-CZN002 CONSTRUCTION NOTES: CONSTRUCT FOUNDATION AND INSTALL LIGHT POLE WITH "ALT2" LED LUMINAIRE AND ARM. SEE ILLUMINATION POLE SCHEDULE. CONSTRUCT FOUNDATION AND INSTALL LIGHT POLE WITH DUAL ARM "ALT2" LED LUMINAIRES IN 180 DEGREE CONFIGURATION. SEE ILLUMINATION POLE SCHEDULE. CONSTRUCT FOUNDATION AND INSTALL PEDESTRIAN SCALE POLE WITH "ALT1" LED LUMINAIRE AND ARM. SEE ILLUMINATION POLE SCHEDULE. FURNISH AND INSTALL ABOVE GRADE LIGHT POLE FOUNDATION. SEE SHEET BT120-SGY403 FOR ADDITIONAL DETAILS. INSTALL TYPE 2 JUNCTION BOX PER CITY OF RENTON STANDARD PLAN 119. MAINTAIN AND PROTECT EXISTING LIGHT POLE, LUMINAIRE ARM, LUMINAIRE, AND FOUNDATION. REMOVE EXISTING LIGHTING JUNCTION BOX. INTERCEPT EXISTING 1" CONDUIT AND CONNECT TO NEW TYPE 2 JUNCTION BOX. SPLICE NEW LIGHTING CONDUCTORS TO EXISTING LIGHTING CIRCUITS. CONSTRUCT FOUNDATION AND INSTALL LIGHT POLE WITH DUAL ARM "ALT2" LED LUMINAIRES IN 90 DEGREE CONFIGURATION. SEE ILLUMINATION POLE SCHEDULE. REMOVABLE POLE IN SCL EASEMENT. POLE TO BE INSTALLED WITH QUICK-DISCONNECT WIRING KIT. 1 2 4 21 1 2 13 164 5 43665 STATE O F WASHIN G T O N REGISTE R E D P R O F ESSIONAL E N G INEER RICHA R D J . HUTCHI N S O N N MAT C H L I N E : L A K E S T A 4 0 1 + 5 0 SEE D W G BT1 2 0 - C L P 1 0 5 MATCHLINE: SEE DWG BT120-CLP204 LAKE AVE S MATCHLINE: SEE DWG BT120-CLP202 MATCHLINE: NOT USED IN THIS SERIES GENERAL NOTES: 1.SEE SHEET BT120-CLP100 FOR ILLUMINATION GENERAL NOTES. 2.SEE SHEET BT120-CLN101 FOR ILLUMINATION LEGEND. 3.SEE SHEET BT120-CLS101 FOR ILLUMINATION WIRING SCHEDULE 4.SEE SHEETS BT120-CLS102 THROUGH BT120-CLS103 FOR ILLUMINATION POLE SCHEDULE. 5.ALL EXISTING ILLUMINATION NOT CALLED OUT TO BE REMOVED SHALL BE MAINTAINED AND PROTECTED. 6.SEE ELECTRICAL SHEETS BT120-ESP101, BT120-EPS104, AND BT120-EPS113 FOR CONDUIT WIRING AND CIRCUIT INFORMATION. 7.REFER TO CITY OF RENTON STANDARD PLAN 135 FOR ADDITIONAL TRANSPORTATION NOTES. 10 13 14 15 15 15 10 15 15 14 3 3 3 13 16 EXISTING R/W EXISTING R/W N SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 KEY MAP SW GRADY WAY 106 LA K E AV E S 102 103 201 202 203 204 205 101 104 105 107 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL ILLUMINATION PLAN LAKE STA 401+50 TO LAKE STA 405+50 BT120-CLP106 BT120 191 1 R. TLEHHEMA R. SNELLINGS E. SHIMIZU R. HUTCHINSON 0 12/10/2024 OW RT RH ISSUED FOR BID 1 06/13/2025 OW RT RH ADDENDUM #1 RTA/CN 0205-24 1"=20' 28 28 1 1 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT120-RPP201-BT120-RPP205 1 6/12/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433230 H CO W W W W W FO FO FO FO W W W W E E E E E C C SD SD SD SD SD SD SD X X XX X X X X X X X X X X X X X X X X X X X / / // / / / // / / / / / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / / / / / / / / / / / /// / / / / / / / / / / / / / / / / / // / / / / / / / / / / / / / / / / / / / SD E E E E E E E E E E E E E E S S S S S S EEEEEEEE E E E E E E E E E E E E E E C C C C C C C C C SS SS SS SS SS SS SS SS SS SS SS S S FO PTZ FO ^ ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ ^ N TC 511+00 N TC 512+00 N TC 513+00 N TC 514+00 S TC 611+00 S TC 612+00 S TC 613+00 S TC 614+00 RAINIER 207+00 SC V 20 40 SCALE IN FEET 01020 (1" = 20') No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 1 1 / 2 5 | 2: 0 8 P M | OW E N . W A N G C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - W A N G O \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C L P 2 0 1 - 2 0 5 . D W G S1-BT120-CLP201-205 FACILITY ID: Xrefs: xS1-BT120-CPP001 xS1-BT120-VRX001 xS1-BT120-CDP001 xS1-BT120-TSP001 xS1-BT120-CLP001 xS1-BT120-LHP001 xS1-BT120-LPP001 xS1-BT120-CMP001 xBRT-CUD05-TB22x34 xS1-BT120-GZK020 xS1-BT120-CAP001 xS1-BT120-VSF100 GB-SEAL-RJH43665 xS1-BT120-APP211 xS1-BT120-JCP001 xS1-BT120-EPP101 xS1-BT120-GZK010 xS1-BT120-TIP001 xS1-BT120-CZN002 15 1 6 17 1 9 110 211 112 213 1 14 CONSTRUCTION NOTES: CONSTRUCT FOUNDATION AND INSTALL LIGHT POLE WITH "ALT2" LED LUMINAIRE AND ARM. SEE ILLUMINATION POLE SCHEDULE. CONSTRUCT FOUNDATION AND INSTALL LIGHT POLE WITH DUAL ARM "ALT2" LED LUMINAIRES IN 180 DEGREE CONFIGURATION. SEE ILLUMINATION POLE SCHEDULE. CONSTRUCT FOUNDATION AND INSTALL PEDESTRIAN SCALE POLE WITH "ALT1" LED LUMINAIRE AND ARM. SEE ILLUMINATION POLE SCHEDULE. FURNISH AND INSTALL ABOVE GRADE LIGHT POLE FOUNDATION. SEE SHEET BT120-SGY403 FOR ADDITIONAL DETAILS. INSTALL PEDESTRIAN SCALE LUMINAIRE POLE WITH 2" LUMINAIRE ARM AND FOUNDATION WITH NEW LED FIXTURE PER CITY OF RENTON STANDARD PLAN 117.2. FOUNDATION DEPTH SHALL BE 5' MINIMUM. INSTALL TYPE 2 JUNCTION BOX PER CITY OF RENTON STANDARD PLAN 119. MAINTAIN AND PROTECT EXISTING LIGHT POLE, LUMINAIRE ARM, LUMINAIRE, AND FOUNDATION. REMOVE AND SALVAGE EXISTING STREET LIGHT POLE, BRACKET ARM, AND LUMINAIRE. REMOVE EXISTING LIGHT POLE FOUNDATION AND ASSOCIATED CONDUIT AND WIRING. REMOVE EXISTING JUNCTION BOX. REMOVE EXISTING LIGHTING CONDUCTORS SOUTH TO NEAREST JUNCTION BOX. ABANDON EXISTING SPARE CONDUIT. REMOVE EXISTING LIGHTING CONDUCTORS AND ABANDON EXISTING CONDUIT. REMOVE EXISTING JUNCTION BOX. REMOVE EXISTING LIGHTING CONDUCTORS NORTH TO NEAREST JUNCTION BOX. LUMINAIRE ON SIGNAL MAST ARM POLE. SEE TRAFFIC SIGNAL SHEETS BT120-TSD101, BT120-TSD102, AND BT120-TSS101 THROUGH BT120-TSS104 FOR DETAILS. 1 2 4 5 43665 STATE O F WASHIN G T O N REGISTE R E D P R O F ESSIONAL E N G INEER RICHA R D J . HUTCHI N S O N N MATCHLINE: NOT USED IN THIS SERIES SOUTH TRANSIT CENTER NORTH TRANSIT CENTER MA T C H L I N E : SE E D W G B T 1 2 0 - C L P 2 0 2 MA T C H L I N E : SE E D W G BT 1 2 0 - C L P 1 0 2 MATCHLINE: SEE DWG BT120-CLP203 18 GENERAL NOTES: 1.SEE SHEET BT120-CLP100 FOR ILLUMINATION GENERAL NOTES. 2.SEE SHEET BT120-CLN101 FOR ILLUMINATION LEGEND. 3.SEE SHEET BT120-CLS101 FOR ILLUMINATION WIRING SCHEDULE 4.SEE SHEETS BT120-CLS102 THROUGH BT120-CLS103 FOR ILLUMINATION POLE SCHEDULE. 5.ALL EXISTING ILLUMINATION NOT CALLED OUT TO BE REMOVED SHALL BE MAINTAINED AND PROTECTED. 6.SEE ELECTRICAL SHEETS BT120-ESP101, BT120-EPS104, AND BT120-EPS113 FOR CONDUIT WIRING AND CIRCUIT INFORMATION. 7.REFER TO CITY OF RENTON STANDARD PLAN 135 FOR ADDITIONAL TRANSPORTATION NOTES. PROPOSED R/W EXISTING R/W N 201 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRADY WAY KEY MAP LA K E AV E S 101 102 103 202 203 204 205 104 105 106 107 13 20 20 26 23 24 25 13 20 23 24 25 26 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL ILLUMINATION PLAN S RENTON TRANSIT CENTER BT120-CLP201 BT120 192 1 R. TLEHHEMA R. SNELLINGS E. SHIMIZU R. HUTCHINSON 0 12/10/2024 OW RT RH ISSUED FOR BID 1 06/13/2025 OW RT RH ADDENDUM #1 RTA/CN 0205-24 1"=20' 1 10 9 1 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT120-RPP201-BT120-RPP205 1 30 1 984 1 10 4 30 1 1 6/12/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433231 WW FO FO FO EE E E E E E E E E E E W W W W W S D S D S D S D SD X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X / /////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / //////// / / / / / / / / / /////// OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE SD SD S D E S S SS S S SS SS ^ ^ ^ ^ ^ ^ ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ N TC 514+00 N TC 515+00 N TC 516+00 N TC 517+00 S TC 615+00 S TC 616+00 S TC 617+00 S TC 618+00 20 40 SCALE IN FEET 01020 (1" = 20') No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 1 1 / 2 5 | 2: 0 8 P M | OW E N . W A N G C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - W A N G O \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C L P 2 0 1 - 2 0 5 . D W G S1-BT120-CLP201-205 FACILITY ID: Xrefs: xS1-BT120-CPP001 xS1-BT120-VRX001 xS1-BT120-CDP001 xS1-BT120-TSP001 xS1-BT120-CLP001 xS1-BT120-LHP001 xS1-BT120-LPP001 xS1-BT120-CMP001 xBRT-CUD05-TB22x34 xS1-BT120-GZK020 xS1-BT120-CAP001 xS1-BT120-VSF100 GB-SEAL-RJH43665 xS1-BT120-APP211 xS1-BT120-JCP001 xS1-BT120-EPP101 xS1-BT120-GZK010 xS1-BT120-TIP001 xS1-BT120-CZN002 115 1 19 121 1 22 224 2 28 43665 STATE O F WASHIN G T O N REGISTE R E D P R O F ESSIONAL E N G INEER RICHA R D J . HUTCHI N S O N N NORTH TRANSIT CENTER SOUTH TRANSIT CENTER MA T C H L I N E : SE E D W G BT 1 2 0 - C L P 2 0 1 MA T C H L I N E : SE E D W G BT 1 2 0 - C L P 1 0 5 MATCHLINE: SEE DWG BT120-CLP204 1 20 123 225 2 29 1 30 CONSTRUCTION NOTES: CONSTRUCT FOUNDATION AND INSTALL LIGHT POLE WITH "ALT2" LED LUMINAIRE AND ARM. SEE ILLUMINATION POLE SCHEDULE. CONSTRUCT FOUNDATION AND INSTALL LIGHT POLE WITH DUAL ARM "ALT2" LED LUMINAIRES IN 180 DEGREE CONFIGURATION. SEE ILLUMINATION POLE SCHEDULE. REMOVE EXISTING LIGHT POLE FOUNDATION. CONSTRUCT FOUNDATION AND INSTALL PEDESTRIAN SCALE POLE WITH "ALT1" LED LUMINAIRE AND ARM. SEE ILLUMINATION POLE SCHEDULE. FURNISH AND INSTALL ABOVE GRADE LIGHT POLE FOUNDATION. SEE SHEET BT120-SGY403 FOR ADDITIONAL DETAILS. REMOVABLE POLE IN SCL EASEMENT. POLE TO BE INSTALLED WITH QUICK-DISCONNECT WIRING KIT. 1 2 4 5 3 3 3 GENERAL NOTES: 1.SEE SHEET BT120-CLP100 FOR ILLUMINATION GENERAL NOTES. 2.SEE SHEET BT120-CLN101 FOR ILLUMINATION LEGEND. 3.SEE SHEET BT120-CLS101 FOR ILLUMINATION WIRING SCHEDULE 4.SEE SHEETS BT120-CLS102 THROUGH BT120-CLS103 FOR ILLUMINATION POLE SCHEDULE. 5.ALL EXISTING ILLUMINATION NOT CALLED OUT TO BE REMOVED SHALL BE MAINTAINED AND PROTECTED. 6.SEE ELECTRICAL SHEETS BT120-ESP101, BT120-EPS104, AND BT120-EPS113 FOR CONDUIT WIRING AND CIRCUIT INFORMATION. 7.REFER TO CITY OF RENTON STANDARD PLAN 135 FOR ADDITIONAL TRANSPORTATION NOTES. EXISTING R/W N 202 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRADY WAY KEY MAP LA K E AV E S 101 102 103 201 203 204 205 104 105 106 107 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL ILLUMINATION PLAN S RENTON TRANSIT CENTER BT120-CLP202 BT120 193 1 R. TLEHHEMA R. SNELLINGS E. SHIMIZU R. HUTCHINSON 0 12/10/2024 OW RT RH ISSUED FOR BID 1 06/13/2025 OW RT RH ADDENDUM #1 RTA/CN 0205-24 1"=20' 28 28 28 28 1 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT120-RPP201-BT120-RPP205 1 6/12/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433232 SD E E E E E W W W C C C C C C C C C C C C C E E E EE E E E E E E E SD SD X X X X X X X X X X X X X X X X X X X X X X X X X // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / SD FO FO FO FO FO FO FO FO FO E E E E E E E E E E E E FO F O FO F O F O FO F O FO S S S S S S S S S S S S EE E E E E E E E E E E E E E C C C W SS SS SS SS SS SS FO FO FO FO FO FO RAILAKDW 716+00 20 40 SCALE IN FEET 01020 (1" = 20') No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 1 1 / 2 5 | 2: 0 9 P M | OW E N . W A N G C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - W A N G O \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C L P 2 0 1 - 2 0 5 . D W G S1-BT120-CLP201-205 FACILITY ID: Xrefs: xS1-BT120-CPP001 xS1-BT120-VRX001 xS1-BT120-CDP001 xS1-BT120-TSP001 xS1-BT120-CLP001 xS1-BT120-LHP001 xS1-BT120-LPP001 xS1-BT120-CMP001 xBRT-CUD05-TB22x34 xS1-BT120-GZK020 xS1-BT120-CAP001 xS1-BT120-VSF100 GB-SEAL-RJH43665 xS1-BT120-APP211 xS1-BT120-JCP001 xS1-BT120-EPP101 xS1-BT120-GZK010 xS1-BT120-TIP001 xS1-BT120-CZN002 2 31 134 2 35 2 32 141438 1 39 5 5 5 43665 STATE O F WASHIN G T O N REGISTE R E D P R O F ESSIONAL E N G INEER RICHA R D J . HUTCHI N S O N N MA T C H L I N E : SE E D W G B T 1 2 0 - C L P 2 0 4 MATCHLINE: SEE DWG BT120-CLP205 MA T C H L I N E : SE E D W G BT 1 2 0 - C L P 1 0 2 M A T C H L I N E : N O T U S E D I N T H I S S E R I E S MATCHLINE: SEE DWG BT120-CLP201 516 2 5 172 1 18 437 4 405 2 365 2 33 CONSTRUCTION NOTES: CONSTRUCT FOUNDATION AND INSTALL LIGHT POLE WITH "ALT2" LED LUMINAIRE AND ARM. SEE ILLUMINATION POLE SCHEDULE. CONSTRUCT FOUNDATION AND INSTALL LIGHT POLE WITH DUAL ARM "ALT2" LED LUMINAIRES IN 180 DEGREE CONFIGURATION. SEE ILLUMINATION POLE SCHEDULE. REMOVE EXISTING LIGHT POLE FOUNDATION. CONSTRUCT FOUNDATION AND INSTALL PEDESTRIAN SCALE POLE WITH "ALT1" LED LUMINAIRE AND ARM. SEE ILLUMINATION POLE SCHEDULE. FURNISH AND INSTALL ABOVE GRADE LIGHT POLE FOUNDATION. SEE SHEET BT120-SGY403 FOR ADDITIONAL DETAILS. 1 2 4 5 3 3 3 3 3 3 GENERAL NOTES: 1.SEE SHEET BT120-CLP100 FOR ILLUMINATION GENERAL NOTES. 2.SEE SHEET BT120-CLN101 FOR ILLUMINATION LEGEND. 3.SEE SHEET BT120-CLS101 FOR ILLUMINATION WIRING SCHEDULE 4.SEE SHEETS BT120-CLS102 THROUGH BT120-CLS103 FOR ILLUMINATION POLE SCHEDULE. 5.ALL EXISTING ILLUMINATION NOT CALLED OUT TO BE REMOVED SHALL BE MAINTAINED AND PROTECTED. 6.SEE ELECTRICAL SHEETS BT120-ESP101, BT120-EPS104, AND BT120-EPS113 FOR CONDUIT WIRING AND CIRCUIT INFORMATION. 7.REFER TO CITY OF RENTON STANDARD PLAN 135 FOR ADDITIONAL TRANSPORTATION NOTES. PROPOSED R/W EXISTING R/W N 203 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRADY WAY KEY MAP LA K E AV E S 101 102 103 201 202 204 205 104 105 106 107 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL ILLUMINATION PLAN S RENTON TRANSIT CENTER BT120-CLP203 BT120 194 1 R. TLEHHEMA R. SNELLINGS E. SHIMIZU R. HUTCHINSON 0 12/10/2024 OW RT RH ISSUED FOR BID 1 06/13/2025 OW RT RH ADDENDUM #1 RTA/CN 0205-24 1"=20' 5 821 1 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT120-RPP201-BT120-RPP205 1 1 6/12/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433233 X X SS SD E C C C C C C C C C C C E E E E E E E E E E E E E E E E E E E E E E E E E E F O FO FO FO FO FO FO F O F O SD SD SD SD FO FO X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X / / X X X X / / / / / / / / / / / ////// / / / / / / / / / / / ////// / / / ////////////// / / /// / / / / / / / / / / / // /// /// //// ///////////////// /////// / / / / / / / / / / / / / / / / / //////////////// / / / / / / / / ////////////////// / / / / / / / / / OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE /////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / OE OE SD G G G G G E E E E E E E E E SS SS SS SS SS EEEE EEEEE G G G G G G E E E W W W E E E SS SS SS SS SS SS S S SS SS SS SS SS S D S D FO FO 14 17 18 19 21 22 23 24 25 26 R 3 0 . 0 0 R4 0 . 0 0 R 4 0 . 0 0 R 4 5 . 0 0 R3 5 . 0 0 R5 0 . 0 0 R 3 5 . 0 0 R5 0 . 0 0 27 28 FO FO LAKE 400+00 LAK E 4 0 1 + 0 0 RAILAKDW 717+00 RAILAKDW 718+00 RAILAKDW 719+00 RAILA K D W 7 2 0 + 0 0 RAIL A K D W 7 2 1 + 0 0 20 40 SCALE IN FEET 01020 (1" = 20') No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 1 1 / 2 5 | 2: 0 9 P M | OW E N . W A N G C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - W A N G O \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C L P 2 0 1 - 2 0 5 . D W G S1-BT120-CLP201-205 FACILITY ID: Xrefs: xS1-BT120-CPP001 xS1-BT120-VRX001 xS1-BT120-CDP001 xS1-BT120-TSP001 xS1-BT120-CLP001 xS1-BT120-LHP001 xS1-BT120-LPP001 xS1-BT120-CMP001 xBRT-CUD05-TB22x34 xS1-BT120-GZK020 xS1-BT120-CAP001 xS1-BT120-VSF100 GB-SEAL-RJH43665 xS1-BT120-APP211 xS1-BT120-JCP001 xS1-BT120-EPP101 xS1-BT120-GZK010 xS1-BT120-TIP001 xS1-BT120-CZN002 2 42 243 1 44 247 2 48 43665 STATE O F WASHIN G T O N REGISTE R E D P R O F ESSIONAL E N G INEER RICHA R D J . HUTCHI N S O N N MA T C H L I N E : SE E D W G BT 1 2 0 - C L P 2 0 3 RAINIER AND LAKE DWY MA T C H L I N E : SEE D W G BT1 2 0 - C L P 2 0 5 MATCHLINE: SEE DWG BT120-CLP202 MATCHLI N E : SEE DWG BT120-CL P 1 0 4 MATCHLI N E : SEE DWG BT120-CL P 1 0 5 MA T C H L I N E : SE E D W G BT 1 2 0 - C L P 1 0 6 2 46 5 2715262 145 2 77 CONSTRUCTION NOTES: CONSTRUCT FOUNDATION AND INSTALL LIGHT POLE WITH "ALT2" LED LUMINAIRE AND ARM. SEE ILLUMINATION POLE SCHEDULE. CONSTRUCT FOUNDATION AND INSTALL LIGHT POLE WITH DUAL ARM "ALT2" LED LUMINAIRES IN 180 DEGREE CONFIGURATION. SEE ILLUMINATION POLE SCHEDULE. REMOVE EXISTING LIGHT POLE FOUNDATION. CONSTRUCT FOUNDATION AND INSTALL PEDESTRIAN SCALE POLE WITH "ALT1" LED LUMINAIRE AND ARM. SEE ILLUMINATION POLE SCHEDULE. FURNISH AND INSTALL ABOVE GRADE LIGHT POLE FOUNDATION. SEE SHEET BT120-SGY403 FOR ADDITIONAL DETAILS. REMOVABLE POLE IN SCL EASEMENT. POLE TO BE INSTALLED WITH QUICK-DISCONNECT WIRING KIT. 1 2 4 5 3 3 3 3 3 GENERAL NOTES: 1.SEE SHEET BT120-CLP100 FOR ILLUMINATION GENERAL NOTES. 2.SEE SHEET BT120-CLN101 FOR ILLUMINATION LEGEND. 3.SEE SHEET BT120-CLS101 FOR ILLUMINATION WIRING SCHEDULE 4.SEE SHEETS BT120-CLS102 THROUGH BT120-CLS103 FOR ILLUMINATION POLE SCHEDULE. 5.ALL EXISTING ILLUMINATION NOT CALLED OUT TO BE REMOVED SHALL BE MAINTAINED AND PROTECTED. 6.SEE ELECTRICAL SHEETS BT120-ESP101, BT120-EPS104, AND BT120-EPS113 FOR CONDUIT WIRING AND CIRCUIT INFORMATION. 7.REFER TO CITY OF RENTON STANDARD PLAN 135 FOR ADDITIONAL TRANSPORTATION NOTES. EXISTING R/W N 204 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRADY WAY KEY MAP LA K E AV E S 101 102 103 201 202 203 205 104 105 106 107 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL ILLUMINATION PLAN S RENTON TRANSIT CENTER BT120-CLP204 BT120 195 1 R. TLEHHEMA R. SNELLINGS E. SHIMIZU R. HUTCHINSON 0 12/10/2024 OW RT RH ISSUED FOR BID 1 06/13/2025 OW RT RH ADDENDUM #1 RTA/CN 0205-24 1"=20' 28 28 28 28 1 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT120-RPP201-BT120-RPP205 1 5 852 5 861 6/12/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433234 X X X X X X X X X X X X X X S D S D S S S S S S S S S S S S S D OE OE OE E E E E E E E E E E E W E EE FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO SD SD SD FO FO FO FO FO FO FO FO S D S D SS SS SS SS SS E FOF O FO X X X X X X X X X X X X X X X X X X X X X // / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE SD C E E E E 5'9" D P 7'2" D P 6'11" D P 7' DP 6'6" D P E SD SD SD SD SD SD SD SD SD SD SDF O 1 2 3 4 5 6 7 8 9 10 12 R 5 1 . 9 0 R 4 8 . 5 4 R 5 0 . 0 0 R 2 0 . 0 0 R 1 5 . 0 0 R 1 9 . 8 9 R3 0 . 0 0 F O GRA D Y 1 5 3 + 0 0 GRA D Y 1 5 4 + 0 0 R A I N I E R 2 0 2 + 0 0 20 40 SCALE IN FEET 01020 (1" = 20') No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 1 1 / 2 5 | 2: 0 9 P M | OW E N . W A N G C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - W A N G O \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C L P 2 0 1 - 2 0 5 . D W G S1-BT120-CLP201-205 FACILITY ID: Xrefs: xS1-BT120-CPP001 xS1-BT120-VRX001 xS1-BT120-CDP001 xS1-BT120-TSP001 xS1-BT120-CLP001 xS1-BT120-LHP001 xS1-BT120-LPP001 xS1-BT120-CMP001 xBRT-CUD05-TB22x34 xS1-BT120-GZK020 xS1-BT120-CAP001 xS1-BT120-VSF100 GB-SEAL-RJH43665 xS1-BT120-APP211 xS1-BT120-JCP001 xS1-BT120-EPP101 xS1-BT120-GZK010 xS1-BT120-TIP001 xS1-BT120-CZN002 149 454 2 55 2 525 43665 STATE O F WASHIN G T O N REGISTE R E D P R O F ESSIONAL E N G INEER RICHA R D J . HUTCHI N S O N N MAT C H L I N E : SEE D W G BT1 2 0 - C L P 1 0 4 MATCHLINE: SEE DWG BT120-CLP203 M A T C H L I N E : N O T U S E D I N T H I S S E R I E S 1 56 151 453 2 575 474 CONSTRUCTION NOTES: CONSTRUCT FOUNDATION AND INSTALL LIGHT POLE WITH "ALT2" LED LUMINAIRE AND ARM. SEE ILLUMINATION POLE SCHEDULE. CONSTRUCT FOUNDATION AND INSTALL LIGHT POLE WITH DUAL ARM "ALT2" LED LUMINAIRES IN 180 DEGREE CONFIGURATION. SEE ILLUMINATION POLE SCHEDULE. REMOVE EXISTING LIGHT POLE FOUNDATION. CONSTRUCT FOUNDATION AND INSTALL PEDESTRIAN SCALE POLE WITH "ALT1" LED LUMINAIRE AND ARM. SEE ILLUMINATION POLE SCHEDULE. FURNISH AND INSTALL ABOVE GRADE LIGHT POLE FOUNDATION. SEE SHEET BT120-SGY403 FOR ADDITIONAL DETAILS. 1 2 4 5 3 3 3 3 3 3 3 3 35025 1 58 GENERAL NOTES: 1.SEE SHEET BT120-CLP100 FOR ILLUMINATION GENERAL NOTES. 2.SEE SHEET BT120-CLN101 FOR ILLUMINATION LEGEND. 3.SEE SHEET BT120-CLS101 FOR ILLUMINATION WIRING SCHEDULE 4.SEE SHEETS BT120-CLS102 THROUGH BT120-CLS103 FOR ILLUMINATION POLE SCHEDULE. 5.ALL EXISTING ILLUMINATION NOT CALLED OUT TO BE REMOVED SHALL BE MAINTAINED AND PROTECTED. 6.SEE ELECTRICAL SHEETS BT120-ESP101, BT120-EPS104, AND BT120-EPS113 FOR CONDUIT WIRING AND CIRCUIT INFORMATION. 7.REFER TO CITY OF RENTON STANDARD PLAN 135 FOR ADDITIONAL TRANSPORTATION NOTES. PROPOSED R/W N 204 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRADY WAY KEY MAP LA K E AV E S 101 102 103 201 202 203 104 105 106 107 205 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL ILLUMINATION PLAN S RENTON TRANSIT CENTER BT120-CLP205 BT120 196 1 R. TLEHHEMA R. SNELLINGS E. SHIMIZU R. HUTCHINSON 0 12/10/2024 OW RT RH ISSUED FOR BID 1 06/13/2025 OW RT RH ADDENDUM #1 RTA/CN 0205-24 1"=20' 1 83 1 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT120-RPP201-BT120-RPP205 1 EXISTING R/W 6/12/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433235 No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 1 1 / 2 5 | 2: 0 9 P M | OW E N . W A N G C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - W A N G O \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C L S 1 0 1 - 1 0 3 . D W G S1-BT120-CLS101-103 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 GB-SEAL-RJH43665 ILLUMINATION WIRING SCHEDULE CONDUCTORS NO.CONDUIT SIZE EXISTING SERVICE PEDESTRIAN LIGHTING GROUND REMARKS 1 2" SCH80 PVC 2-#8 1-#8 2 2" SCH80 PVC 4-#6 1-#6 2" SCH80 PVC SPARE 3 1" SCH80 PVC **MAINTAIN EXISTING CONDUCTORS 4 2" SCH80 PVC 2-#6 1-#6 2" SCH80 PVC SPARE 5 2" SCH80 PVC 2-#6 1-#6 2" SCH80 PVC SPARE 6 3" SCH80 PVC 3-#2/0 PSE SERVICE CONDUIT, ENSURE ALL PSE REQUIREMENTS ARE MET. 43665 STATE O F WASHIN G T O N REGISTE R E D P R O F ESSIONAL E N G INEER RICHA R D J . HUTCHI N S O N 90° 18 0 ° 27 0 ° ROADWAY/ PED LIGHT POLE ORIENTATION DETAIL SCALE: NTS SERVICE BREAKER SCHEDULE SERVICE NO:NEW SUA - RAINIER AND HARDY REMARKSSTATION:RAINIER 206+48 DESCRIPTION:SINGLE PHASE/MODIFIED TYPE D/240 VOLT CIRCUIT DESCRIPTION BREAKER RATING VOLTAGE CONTACTOR SIZE LOAD (KVA) A MAIN 200 AMP 240 B ILLUMINATION 20 AMP 240 30 0.4 C ILLUMINATION 20 AMP 240 30 0.3 D SPARE ITS 20 AMP 120 0.1 E GROUND RECEPTACLE 20 AMP 120 0.1 F SIGNAL (RAINIER/HARDY)40 AMP 120 3.5 G SPARE AUXILIARY SIGNAL 40 AMP 120 0.1 H SMALL CELL BRANCH 60 AMP 240 0.1 I SMALL CELL BRANCH 60 AMP 240 0.1 J CONTROL 15 AMP 120 0.1 K SPARE 20 AMP 120 0.1 L SPARE 20 AMP 120 0.1 M SPARE 20 AMP 120 0.1 PHOTOCELL 30 AMP 120 1.8 HEAT 15 AMP 120 0.1 GFCI 20 AMP 125 0.1 PEAK 6.8 CONTINUOUS 6.8 SERVICE BREAKER SCHEDULE SERVICE NO:NEW SUA - GRADY STREETLIGHTS REMARKSSTATION:GRADE 158+36 DESCRIPTION:SINGLE PHASE/MODIFIED TYPE D/240 VOLT CIRCUIT DESCRIPTION BREAKER RATING VOLTAGE CONTACTOR SIZE LOAD (KVA) A MAIN 200 AMP 240 B ILLUMINATION 20 AMP 240 30 1.3 C ILLUMINATION (SPARE)20 AMP 240 30 0.1 D SPARE ITS 20 AMP 120 0.1 E GROUND RECEPTACLE 20 AMP 120 0.1 F SMALL CELL BRANCH 60 AMP 240 0.1 G SMALL CELL BRANCH 60 AMP 240 0.1 H CONTROL 15 AMP 120 0.1 I SPARE 20 AMP 120 0.1 J SPARE 20 AMP 120 0.1 K SPARE 20 AMP 120 0.1 PHOTOCELL 30 AMP 120 1.8 HEAT 15 AMP 120 0.1 GFCI 20 AMP 125 0.1 PEAK 3.9 CONTINUOUS 3.9 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL ILLUMINATION SCHEDULES BT120-CLS101 BT120 197 1 R. TLEHHEMA R. SNELLINGS E. SHIMIZU R. HUTCHINSON 0 12/10/2024 OW RT RH ISSUED FOR BID 1 06/13/2025 OW RT RH ADDENDUM #1 RTA/CN 0205-24 NTS SITE LIGHT POLE DETAIL SCALE: NTS ALT2 LUMINAIRE FIXTURE DETAIL SCALE: NTS ALT1 LUMINAIRE FIXTURE DETAIL SCALE: NTS NOTES: 1.SEE JCP SHEETS FOR POLE-MOUNTED CCTV CAMERA DETAILS. 2.SEE CMP AND CMS SHEETS FOR POLE-MOUNTED SIGN DETAILS. 24.56" (624 mm) 7.5" (191 mm) 3" (76 mm) 14" (356 mm) 18.44" (468 mm) SIDE VIEW FRONT VIEW TOP VIEW SIDE VIEW FRONT VIEW TOP VIEW 30.06" (764 mm) 7.31" (186 mm) 3.5" (89 mm) 16.56" (406 mm) 23.44" (595 mm) OVERALL HEIGHT 16' (ALT1) OR 25' (ALT2) HANDHOLE 18" MOUNTING HEIGHT 15' (ALT1) OR 25' (ALT2) TRUE NORTH DUAL LUMINAIRES, WHERE NOTED ON DRAWINGS WIRING SCHEMATIC - S GRADY WAY SCALE: NTSN 81 N WIRING SCHEMATIC - RAINIER AVE S & HARDIE AVE SW SCALE: NTS PSE SERVICE POINT 2-#2/0 SERVICE 1-#2/0 GND2-#6 (C) 1-#6 GND 2-#6 (C) 1-#6 GND 2-#8 (C) 1-#8 GND80 2-#8 (C) 1-#8 GND PSE SERVICE POINT 2-#2/0 SERVICE 1-#2/0 GND 4-#6 (A/B) 1-#6 GND 2-#8 (A) 1-#8 GND 702-#8 (B) 1-#8 GND 69 2-#8 (A) 1-#8 GND 68 4-#6 (A/B) 1-#6 GND 2-#8 (B) 1-#8 GND 67 2-#8 (A) 1-#8 GND 66 4-#6 (A/B) 1-#6 GND 4-#6 (A/B) 1-#6 GND 2-#6 (B) 1-#6 GND 65 6462 2-#8 (B) 1-#8 GND 2-#8 (A) 1-#8 GND 63 2-#8 (B) 1-#8 GND 2-#8 (A) 1-#8 GND 59 2-#8 (B) 1-#8 GND 2-#8 (A) 1-#8 GND 60 2-#8 (B) 1-#8 GND 61 4-#6 (A/B) 1-#6 GND 1 1 1 NEW SUA - RAINIER AND HARDY NEW SUA - GRADY STREETLIGHTS 2-#8 (C) 1-#8 GND 2-#6 (C) 1-#6 GND84 6/12/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433236 No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 1 9 / 2 5 | 3: 4 0 P M | OW E N . W A N G C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - W A N G O \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C L S 1 0 1 - 1 0 3 . D W G S1-BT120-CLS101-103 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 GB-SEAL-RJH43665 ILLUMINATION POLE SCHEDULE POLE NO STATION OFFSET LUMINAIRE TYPE FIXTURE MODEL (OR APPROVED BUY AMERICA COMPLIANT EQUAL) LUMINAIRE ARM(S) ORIENTATION HANDHOLE ORIENTATION MOUNTING HEIGHT (FT)POLE TYPE BASE TYPE FOUNDATION TYPE CIRCUIT NO REMARKS 1 LAKE 402+37 26.27 L ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 90/270 0 25 SEE SPECIAL PROVISIONS FIXED 9, 11 2 S TC 618+29 21.05 L ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 0 270 25 SEE SPECIAL PROVISIONS FIXED 10, 12 REMOVABLE POLE IN SCL EASEMENT. POLE TO BE INSTALLED WITH QUICK-DISCONNECT WIRING KIT. 3 N TC 518+06 17.95 R ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 270 180 25 SEE SPECIAL PROVISIONS FIXED 10, 12 SIGN MOUNTED ON POLE. SEE CMP AND CMS SHEETS FOR DETAILS. 4 N TC 518+06 19.93 R ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 90/180 90 25 SEE SPECIAL PROVISIONS FIXED 5, 7 SIGN MOUNTED ON POLE. SEE CMP AND CMS SHEETS FOR DETAILS. 5 N TC 510+98 22.14L ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 200 20 25 SEE SPECIAL PROVISIONS FIXED 5, 7 SIGN MOUNTED ON POLE. SEE CMP AND CMS SHEETS FOR DETAILS. 6 N TC 511+59 18.83L ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 200 20 25 SEE SPECIAL PROVISIONS FIXED 5, 7 7 N TC 512+30 18.50 L ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 200 20 25 SEE SPECIAL PROVISIONS FIXED 5, 7 8 N TC 513+00 21.00 L ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 200 20 25 SEE SPECIAL PROVISIONS FIXED 5, 7 9 N TC 513+69 22.25 L ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 200 20 25 SEE SPECIAL PROVISIONS FIXED 5, 7 10 N TC 510+82 23.05 R ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 115 115 25 SEE SPECIAL PROVISIONS FIXED 5, 7 11 S TC 611+04 17.83 R ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 25/205 205 25 SEE SPECIAL PROVISIONS FIXED 6, 8 SECURITY CAMERA BT120-CAM-03 MOUNTED ON POLE. SEE JCP SHEETS FOR DETAILS. 12 S TC 611+77 19.16 R ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 25 205 25 SEE SPECIAL PROVISIONS FIXED 6, 8 13 S TC 612+50 18.60 R ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 25/205 205 25 SEE SPECIAL PROVISIONS FIXED 6, 8 SECURITY CAMERA BT120-CAM-05 MOUNTED ON POLE. SEE JCP SHEETS FOR DETAILS. 14 S TC 613+21 19.05 R ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 25 205 25 SEE SPECIAL PROVISIONS FIXED 6, 8 15 S TC 614+03 25.56 R ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 80 260 25 SEE SPECIAL PROVISIONS FIXED 6, 8 16 N/A N/A ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 25/205 115 25 SEE SPECIAL PROVISIONS FIXED ABOVE GROUND 2, 4 17 N/A N/A ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 25/205 295 25 SEE SPECIAL PROVISIONS FIXED ABOVE GROUND 2, 4 18 N/A N/A ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 135 315 25 SEE SPECIAL PROVISIONS FIXED 6, 8 19 N TC 514+56 19.04 L ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 180 0 25 SEE SPECIAL PROVISIONS FIXED 5, 7 20 N TC 515+27 19.31 L ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 180 0 25 SEE SPECIAL PROVISIONS FIXED 5, 7 SECURITY CAMERA BT120-CAM-07 MOUNTED ON POLE. SEE JCP SHEETS FOR DETAILS. 21 N TC 516+03 19+85 L ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 180 0 25 SEE SPECIAL PROVISIONS FIXED 5, 7 22 N TC 516+71 20.00 L ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 180 0 25 SEE SPECIAL PROVISIONS FIXED 5, 7 23 N TC 517+41 20.00 L ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 180 0 25 SEE SPECIAL PROVISIONS FIXED 5, 7 24 N TC 516+35 32.27 R ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 0/180 0 25 SEE SPECIAL PROVISIONS FIXED 5, 7 25 N TC 517+07 32.27 R ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 0/180 0 25 SEE SPECIAL PROVISIONS FIXED 5, 7 26 S TC 615+15 58.71 R ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 0/180 180 25 SEE SPECIAL PROVISIONS FIXED ABOVE GROUND 6, 8 SECURITY CAMERA BT120-CAM-10 MOUNTED ON POLE WITH POE EXT JBOX. SEE JCP SHEETS FOR DETAILS. 27 S TC 616+16 79.56 R ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 335 180 25 SEE SPECIAL PROVISIONS FIXED ABOVE GROUND 10, 12 28 S TC 616+58 31.36 R ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 120/300 120 25 SEE SPECIAL PROVISIONS FIXED 10, 12 REMOVABLE POLE IN SCL EASEMENT. POLE TO BE INSTALLED WITH QUICK-DISCONNECT WIRING KIT. 29 S TC 617+23 22.17 R ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 0/180 180 25 SEE SPECIAL PROVISIONS FIXED 10, 12 REMOVABLE POLE IN SCL EASEMENT. POLE TO BE INSTALLED WITH QUICK-DISCONNECT WIRING KIT. 30 S TC 617+92 37.01 R ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 260 80 25 SEE SPECIAL PROVISIONS FIXED 10, 12 REMOVABLE POLE IN SCL EASEMENT. POLE TO BE INSTALLED WITH QUICK-DISCONNECT WIRING KIT. 31 N/A N/A ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 115/295 295 25 SEE SPECIAL PROVISIONS FIXED 6, 8 SECURITY CAMERA BT120-CAM-08 AND SIGN MOUNTED ON POLE. SEE JCP, CMP, AND CMS SHEETS FOR DETAILS. 32 N/A N/A ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 25/205 295 25 SEE SPECIAL PROVISIONS FIXED ABOVE GROUND 2, 4 SECURITY CAMERA BT120-CAM-09 AND SIGN MOUNTED ON POLE. SEE JCP, CMP, AND CMS SHEETS FOR DETAILS. 33 N/A N/A ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 120/300 120 25 SEE SPECIAL PROVISIONS FIXED 6, 8 34 N/A N/A ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 115 295 25 SEE SPECIAL PROVISIONS FIXED 6, 8 35 N/A N/A ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 25/205 25 15 SEE SPECIAL PROVISIONS FIXED ABOVE GROUND 2, 4 SECURITY CAMERA BT120-CAM-02 MOUNTED ON POLE. SEE JCP SHEETS FOR DETAILS. 36 N/A N/A ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 25/205 25 25 SEE SPECIAL PROVISIONS FIXED ABOVE GROUND 2, 4 SIGN MOUNTED ON POLE. SEE CMP AND CMS SHEETS FOR DETAILS. 37 N/A N/A PED LIGHT, TYPE III, 4000K, 155W, 480V SEE SPECIAL PROVISIONS 200 20 15 SEE SPECIAL PROVISIONS FIXED 6, 8 38 N/A N/A PED LIGHT, TYPE III, 4000K, 155W, 480V SEE SPECIAL PROVISIONS 135 200 15 SEE SPECIAL PROVISIONS FIXED 1, 3 SIGN MOUNTED ON POLE. SEE CMP AND CMS SHEETS FOR DETAILS. 39 N/A N/A ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 190 100 25 SEE SPECIAL PROVISIONS FIXED ABOVE GROUND 2, 4 40 N/A N/A PED LIGHT, TYPE III, 4000K, 155W, 480V SEE SPECIAL PROVISIONS 100 280 15 SEE SPECIAL PROVISIONS FIXED ABOVE GROUND 2, 4 41 RAILAKDW 716+05 16.02 R ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 315 210 25 SEE SPECIAL PROVISIONS FIXED 1, 3 42 N/A N/A ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 90/270 90 25 SEE SPECIAL PROVISIONS FIXED 10, 12 REMOVABLE POLE IN SCL EASEMENT. POLE TO BE INSTALLED WITH QUICK-DISCONNECT WIRING KIT. 43 RAILAKDW 716+93 26.75 L ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 0/180 180 25 SEE SPECIAL PROVISIONS FIXED 1, 3 44 RAILAKDW 717+75 18.90 L ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 0 0 25 SEE SPECIAL PROVISIONS FIXED 1, 3 45 RAILAKDW 718+49 18.29 L ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 0 0 25 SEE SPECIAL PROVISIONS FIXED 1, 3 46 RAILAKDW 719+27 18.73 L ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 0/180 0 25 SEE SPECIAL PROVISIONS FIXED 1, 3 47 RAILAKDW 720+17 18.38 L ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 140/320 320 25 SEE SPECIAL PROVISIONS FIXED 10, 12 REMOVABLE POLE IN SCL EASEMENT. POLE TO BE INSTALLED WITH QUICK-DISCONNECT WIRING KIT. 48 RAILAKDW 721+15 18.57 L ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 140/320 320 25 SEE SPECIAL PROVISIONS FIXED 10, 12 REMOVABLE POLE IN SCL EASEMENT. POLE TO BE INSTALLED WITH QUICK-DISCONNECT WIRING KIT. 49 N/A N/A ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 100 280 25 SEE SPECIAL PROVISIONS FIXED 1, 3 SIGN MOUNTED ON POLE. SEE CMP AND CMS SHEETS FOR DETAILS. 50 NA NA ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 10/190 280 25 SEE SPECIAL PROVISIONS FIXED ABOVE GROUND 2, 4 SECURITY CAMERA BT120-CAM-04 MOUNTED ON POLE. SEE JCP SHEETS FOR DETAILS. 51 NA NA ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 100 280 25 SEE SPECIAL PROVISIONS FIXED 1, 3 52 NA NA ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 100/280 100 25 SEE SPECIAL PROVISIONS FIXED ABOVE GROUND 2, 4 SIGN MOUNTED ON POLE. SEE CMP AND CMS SHEETS FOR DETAILS. 53 NA NA PED LIGHT, TYPE III, 4000K, 155W, 480V SEE SPECIAL PROVISIONS 180 0 15 SEE SPECIAL PROVISIONS FIXED 1, 3 54 N/A N/A PED LIGHT, TYPE III, 4000K, 155W, 480V SEE SPECIAL PROVISIONS 90 180 15 SEE SPECIAL PROVISIONS FIXED 1, 3 SIGN MOUNTED ON POLE. SEE CMP AND CMS SHEETS FOR DETAILS. 55 N/A N/A ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 10/190 190 25 SEE SPECIAL PROVISIONS FIXED 1, 3 SECURITY CAMERA BT120-CAM-15 MOUNTED ON POLE WITH POE EXT JBOX. SEE JCP SHEETS FOR DETAILS. 43665 STATE O F WASHIN G T O N REGISTE R E D P R O F ESSIONAL E N G INEER RICHA R D J . HUTCHI N S O N NOTE: 1.PED LIGHT POLE TYPE PER CITY OF RENTON STANDARD PLANS 117.2.2.SEE STRUCTURAL SHEET BT120-SGY403 FOR SRTC LIGHT POLE FOUNDATION DETAILS.3.ALL ALT FIXTURES AND RSA POLES SHALL HAVE THE SUFFIX "-BAA COMPLIANT INCLUDED IN THE ORDERING CODE WHEN PLACING ORDERS WITH THE MANUFACTURER. STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL ILLUMINATION SCHEDULES BT120-CLS102 BT120 198 2 R. TLEHHEMA R. SNELLINGS E. SHIMIZU R. HUTCHINSON 0 12/10/2024 OW RT RH ISSUED FOR BID 1 06/13/2025 OW RT RH ADDENDUM #1 2 06/23/2025 OW RT RH ADDENDUM #2 RTA/CN 0205-24 NTS 1 1 2 2 2 6/20/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433237 No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 2 / 2 5 | 8: 4 9 A M | OW E N . W A N G C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - W A N G O \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - C L S 1 0 1 - 1 0 3 . D W G S1-BT120-CLS101-103 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 GB-SEAL-RJH43665 43665 STATE O F WASHIN G T O N REGISTE R E D P R O F ESSIONAL E N G INEER RICHA R D J . HUTCHI N S O N ILLUMINATION POLE SCHEDULE POLE NO STATION OFFSET LUMINAIRE TYPE FIXTURE MODEL (OR APPROVED BUY AMERICA COMPLIANT EQUAL) LUMINAIRE ARM(S) ORIENTATION HANDHOLE ORIENTATION MOUNTING HEIGHT (FT)POLE TYPE BASE TYPE FOUNDATION TYPE CIRCUIT NO REMARKS 56 N/A N/A ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 10 190 25 SEE SPECIAL PROVISIONS FIXED 1, 3 57 N/A N/A ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 95/275 275 25 SEE SPECIAL PROVISIONS FIXED ABOVE GROUND 2, 4 SIGN MOUNTED ON POLE. SEE CMP AND CMS SHEETS FOR DETAILS. 58 N/A N/A ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 100 100 25 SEE SPECIAL PROVISIONS FIXED 1, 3 59 SEE COR POLE SCHEDULE COR PEDESTRIAN, TYPE III, 70W LED ENV2A-T3-4Q1-70-4000K-120-277V-BLK 170 350 16.5 COR PED LIGHT POLE, SEE NOTE 1 FIXED B 60 SEE COR POLE SCHEDULE COR PEDESTRIAN, TYPE III, 70W LED ENV2A-T3-4Q1-70-4000K-120-277V-BLK 170 350 16.5 COR PED LIGHT POLE, SEE NOTE 1 FIXED A 61 SEE COR POLE SCHEDULE COR PEDESTRIAN, TYPE III, 70W LED ENV2A-T3-4Q1-70-4000K-120-277V-BLK 170 350 16.5 COR PED LIGHT POLE, SEE NOTE 1 FIXED B 62 SEE COR POLE SCHEDULE COR PEDESTRIAN, TYPE III, 70W LED ENV2A-T3-4Q1-70-4000K-120-277V-BLK 170 350 16.5 COR PED LIGHT POLE, SEE NOTE 1 FIXED A 63 SEE COR POLE SCHEDULE COR PEDESTRIAN, TYPE III, 70W LED ENV2A-T3-4Q1-70-4000K-120-277V-BLK 170 350 16.5 COR PED LIGHT POLE, SEE NOTE 1 FIXED B 64 SEE COR POLE SCHEDULE COR PEDESTRIAN, TYPE III, 70W LED ENV2A-T3-4Q1-70-4000K-120-277V-BLK 170 350 16.5 COR PED LIGHT POLE, SEE NOTE 1 FIXED A 65 SEE COR POLE SCHEDULE COR PEDESTRIAN, TYPE III, 70W LED ENV2A-T3-4Q1-70-4000K-120-277V-BLK 170 350 16.5 COR PED LIGHT POLE, SEE NOTE 1 FIXED B 66 SEE COR POLE SCHEDULE COR PEDESTRIAN, TYPE III, 70W LED ENV2A-T3-4Q1-70-4000K-120-277V-BLK 170 350 16.5 COR PED LIGHT POLE, SEE NOTE 1 FIXED A SIGN MOUNTED ON POLE. SEE CMP AND CMS SHEETS FOR DETAILS. 67 SEE COR POLE SCHEDULE COR PEDESTRIAN, TYPE III, 70W LED ENV2A-T3-4Q1-70-4000K-120-277V-BLK 170 350 16.5 COR PED LIGHT POLE, SEE NOTE 1 FIXED B 68 SEE COR POLE SCHEDULE COR PEDESTRIAN, TYPE III, 70W LED ENV2A-T3-4Q1-70-4000K-120-277V-BLK 170 350 16.5 COR PED LIGHT POLE, SEE NOTE 1 FIXED A 69 SEE COR POLE SCHEDULE COR PEDESTRIAN, TYPE III, 70W LED ENV2A-T3-4Q1-70-4000K-120-277V-BLK 170 350 16.5 COR PED LIGHT POLE, SEE NOTE 1 FIXED B 70 SEE COR POLE SCHEDULE COR PEDESTRIAN, TYPE III, 70W LED ENV2A-T3-4Q1-70-4000K-120-277V-BLK 170 350 16.5 COR PED LIGHT POLE, SEE NOTE 1 FIXED A 71 LAKE 400+61 21.39 L PED LIGHT, TYPE III, 4000K, 155W, 480V SEE SPECIAL PROVISIONS 290 290 15 SEE SPECIAL PROVISIONS FIXED 9, 11 72 LAKE 401+00 23.34 L PED LIGHT, TYPE III, 4000K, 155W, 480V SEE SPECIAL PROVISIONS 310 310 15 SEE SPECIAL PROVISIONS FIXED 9, 11 73 LAKE 401+49 22.29 L PED LIGHT, TYPE III, 4000K, 155W, 480V SEE SPECIAL PROVISIONS 315 315 15 SEE SPECIAL PROVISIONS FIXED 9, 11 SECURITY CAMERA BT120-CAM-16 MOUNTED ON POLE WITH POE EXT JBOX. SEE JCP SHEETS FOR DETAILS. 74 GRADY 152+18 102.25 L PED LIGHT, TYPE III, 4000K, 155W, 480V SEE SPECIAL PROVISIONS 260 260 15 SEE SPECIAL PROVISIONS FIXED 1, 3 SECURITY CAMERA BT120-CAM-14 MOUNTED ON POLE WITH POE EXT JBOX. SEE JCP SHEETS FOR DETAILS. 75 GRADY 153+64 91.87 L PED LIGHT, TYPE III, 4000K, 155W, 480V SEE SPECIAL PROVISIONS 260 260 15 SEE SPECIAL PROVISIONS FIXED 1, 3 SECURITY CAMERA BT120-CAM-13 MOUNTED ON POLE. SEE JCP SHEETS FOR DETAILS. 76 GRADY 154+96 72.89 L PED LIGHT, TYPE III, 4000K, 155W, 480V SEE SPECIAL PROVISIONS 80 80 15 SEE SPECIAL PROVISIONS FIXED 1, 3 SECURITY CAMERA BT120-CAM-17 MOUNTED ON POLE WITH POE EXT JBOX. SEE JCP SHEETS FOR DETAILS. 77 RAILAKDW 717+12 48.51 R ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 90/270 270 25 SEE SPECIAL PROVISIONS FIXED 1, 3 78 RAILAKDW 718-81 39.69 R ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 270 90 25 SEE SPECIAL PROVISIONS FIXED 1, 3 SECURITY CAMERA BT120-CAM-12 MOUNTED ON POLE WITH POE EXT JBOX. SEE JCP SHEETS FOR DETAILS. 79 RAILAKDW 719+51 46.45 R PED LIGHT, TYPE III, 4000K, 155W, 480V SEE SPECIAL PROVISIONS 260 260 15 SEE SPECIAL PROVISIONS FIXED 1, 3 SECURITY CAMERA BT120-CAM-18 MOUNTED ON POLE WITH POE EXT JBOX. SEE JCP SHEETS FOR DETAILS. 80 SEE COR POLE SCHEDULE COR PEDESTRIAN, TYPE III, 70W LED ENV2A-T3-4Q1-70-4000K-120-277V-BLK 50 230 16.5 COR PED LIGHT POLE, SEE NOTE 1 FIXED C SIGN MOUNTED ON POLE. SEE CMP AND CMS SHEETS FOR DETAILS. 81 SEE COR POLE SCHEDULE COR PEDESTRIAN, TYPE III, 70W LED ENV2A-T3-4Q1-70-4000K-120-277V-BLK 110 200 16.5 COR PED LIGHT POLE, SEE NOTE 1 FIXED C 82 N/A N/A ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 205 115 25 SEE SPECIAL PROVISIONS FIXED 2, 4 83 N/A N/A ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 10 190 25 SEE SPECIAL PROVISIONS FIXED 1, 3 84 SEE COR POLE SCHEDULE COR PEDESTRIAN, TYPE III, 70W LED ENV2A-T3-4Q1-70-4000K-120-277V-BLK 290 110 16.5 COR PED LIGHT POLE, SEE NOTE 1 FIXED C 85 RAILAKDW 718+10 87.63 L ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 0/180 0 25 SEE SPECIAL PROVISIONS FIXED ABOVE GROUND 6, 8 86 RAILAKDW 719+14 88.11 L ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 180 0 25 SEE SPECIAL PROVISIONS FIXED ABOVE GROUND 10, 12 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL ILLUMINATION SCHEDULES BT120-CLS103 BT120 199 A R. TLEHHEMA O. WANG E. SHIMIZU R. HUTCHINSON 0 12/10/2024 OW RT RH ISSUED FOR BID 1 06/13/2025 OW RT RH ADDENDUM #1 2 06/23/2025 OW RT RH ADDENDUM #2 A 10/24/2025 OW RT RH CoR Permit Revision - CNWD #001 RTA/CN 0205-24 NTS COR POLE SCHEDULE POLE NO COR POLE NO (SEE NOTE 4)STATION OFFSET NORTHING EASTING LATITUDE (SEE NOTE 5)LONGITUDE (SEE NOTE 5) 59 GRADY 151+66 29.14 L 174857.9882 1298140.6652 60 GRADY 152+25 32.96 L 174871.8136 1298193.7625 61 GRADY 152+85 32.52 L 174884.5703 1298252.7580 62 GRADY 153+46 32.85 L 174898.0116 1298311.5988 63 GRADY 154+06 32.57 L 174910.9964 1298370.8305 64 GRADY 154+67 33.77 L 174924.6876 1298429.8798 65 GRADY 155+27 33.00 L 174937.0562 1298489.2652 66 GRADY 155+88 33.29 L 174950.8433 1298547.4930 67 GRADY 156+48 32.79 L 174963.1510 1298606.6180 68 GRADY 157+08 33.10 L 174977.0611 1298665.6123 69 GRADY 157+68 32.60 L 174989.2507 1298724.7980 70 GRADY 158+30 33.00 L 175003.1881 1298783.7858 80 RAINIER 205+99 62.51 L 175404.0031 1298002.4283 81 HARDIE 309+37 2.13 R 175490.7766 1298043.8245 84 RAINIER 206+28 53.85 R 175383.1564 1298122.8759 NOTES: 1.PED LIGHT POLE TYPE PER CITY OF RENTON STANDARD PLANS 117.2. 2.SEE STRUCTURAL SHEET BT120-SGY403 FOR SRTC LIGHT POLE FOUNDATION DETAILS. 3.ALL ALT FIXTURES AND RSA POLES SHALL HAVE THE SUFFIX "-BAA COMPLIANT INCLUDED IN THE ORDERING CODE WHEN PLACING ORDERS WITH THE MANUFACTURER. 4.CONTACT ERIC CUTSHALL (COR ENGINEER) FOR POLE NUMBERS TO BE ADDED FOR COR LIGHT POLES. 5.LAT/LONG VALUES TO BE ADDED FOR COR LIGHT POLES AFTER CONSTRUCTION. A 10/22/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433238 X X X X CONC CONC CONC CONC UT H H H H H / / / /DRW DRW / / DRW DRW DRW DRWSD SD SD SS S S SD TT TETMH FOFO FO FO FO TMH ICV ICV TMH ICV ICVIC VICVIC V ICV ICV IC V DR W DR W CONC SEAMS ( T Y P ) OE OE OE OE OE OE OE OE OE OE DRW E CO E E E E E E E E W E EE E E EE E FO E G G GE E E E EC FO E E E E W W FO E EE C C C C C E E E E E E WW W G G G G CO W FO 2VLTS HH T E W C C C E C C E E E E TMH E E E E E E E E E EE E E E E E E E E E E E E E G G G G FO FO FO FO FO FOFO FO F O FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO W W W W W W W SDSD SD SD SD SD SD F O FO FO FO FO FO FO FO F O FO FO FO FO FO S D SD SD SD SD SD SD SD SD SD SD SD SD SD SDSDSD SD SD SD W S S SSSS SSSSSSSSSSSS SS E E E E E FOFOFOFOFOFO X X X X X X X X X X X X XX X X X X X X X X X X X X X X X CONC X X / / // / / / / // / / / / / //// / / / //////// // / / / ///// ///// / / / / / / / / / / ///// / / / / / / / /// / /// OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE O E OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE O E OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE O E OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE O E OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE O E OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE / //////// / / / / / / / / //// // //// / / / / / / //////// / / / / / / / / / / / / / ////// / / /// /////// / ////// / / / OE OE OE OE OE OE OE OE OE OE OE SD SS E SS SS SS SS SS SS SS G FO FO E E E E E E OE OE OE OE OE OE OE OE OE OE OE OE OE / / / / / / ///// / / / / / / // / // SL SL G G G E E E E FO FO FO FO FO FO FO FO FO FOFO FO FO FO FO FO FO FOFOFOFOFOFOFOFO FO FOFO FO FO FO FO FO FOFO FO F O FO FOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO SSSS SS SS SS SS SS SS SS SS W W W W W W W W W WW W W W W W WWWWW W W W W WW W W W W W W W WWW W W W W SDSD SDSDSDSDSDSDSD SD SD SD SS SS SS FO FO FO FO F O FO FO SS SS SS SS SS SS SS SSSS SS SS SS SS SS S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S SS SS SS SS S S SS SS SS SS SS SS S S SD SD SD SD SD SD SD SD SDSD SDSD SDSDSDSDSDSD SD SD SD SD SD SD SD SD SD W W W WW SS SS SS SS SS SS SS S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSS SSSSSSSSSSSSSSSSSSSS SS FO SS SS E E G E E E E E E C C C HH 7'11" DP 11' DP4'9" DP 4'9" DP13'6" DP 6'3" DP 5'8" DP 4'1 " D P 3'6 " D P 4'8 " D P 12'6" DP 13'6" DP 11'6"DP10' DP CONC SEAMS ( T Y P ) SD SD SD SD CO SS SS SS 6'11" 3'6 " 4'8" 8'1 1 " 2' 6'9" 4'5" SS SS SS SS 3'10" 4'1" 4'9" 7" 4'1" 3'11 " 5'9" 5" 2'1 " 1'11 " 9"2'4" 3'1" 2'11"3'3" 4'9" 4'11"2'8"2'1" 2'8" 2'7" 2'5" 7" 1'1" 1'4" 2' 2'1" 2'9" / / SD SS S S S S SS SS CO SD SD HH BUS BAY 7 BUS BAY 6 BUS BAY 5 BUS B A Y 2 BUS B A Y 8 BUS BAY 3 BUS BAY 4 BU S B A Y 1 ^ ^ ^ ^ ^ ^ ^ ^^^^^^^^^^^ F / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / // / // / // / // / // / // / // / // / // / // / ///////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / /// / / / / / / /// /// /// // / // / // / // / /// /// // / / / / / / / // / // / / / / / / / ///////// ////////////////////////////// /// /// /// /// /// /// /// /// /// /// /////////////// // / // / // / // / // / // / // / // / // / /// // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / ///// / // / // / // / // / /// ///////////////////// /////////////////////////////////////// ////////////////////////////// / / / / / / //////////// // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / ////////////////// /// /// / / ////////////////////////////////////////// // / // / // / // / // / /////// / / / / / /// // / /// /// /// //////////////////////////////////////////////////////// / // / /// /// ///////// /// /// /////////////////////////////////////////////////////////////////////////// // // // // // // // // /// ////// //////////////////////// /////////////// /// /// /// /// /// /// /// /// /// /// /// /// /// // / // / // / // / // / // / /////////////////////////// // / // / // / /// /// /// ////// /// ///// / // / // / // / /// // / // / /// /// ////////////////// /// /// /// /// ////// /////////////// // / // / // / // / /// // / // / // / // / // / // / // / // / /// /////////////////////////////////////// /// /// // / // / // / // / /////////////// /// /// /// /// /// /// /// /// /// // / // //////////// / // / // / /// /// /// /// /// /// /// /// /// /// /// /// / / / /// ////// /// /// /////////////// ////// / / / // / // / // / // / ///////////////////// ///////// / / / / / / / / / / / / / / / / / / / / / /// // / // / ///////// ///////// // / / / / //// / / // / // / / / / // / // / // / // / /////////////// /// /// ////// ///////// /// ///////////////////////////////// /// ////// ////// /// /// /// /// /// /// /// // / /// /// // / // / // / // / // / // / // / // / /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// // / // / // / // / // / // / // / //////////// /// /// ///////////////////////////////////////////////////////// /////////////////////////// /// /// /// /// /// // / /// // /// /// /// /// /// /// /// /// /// /// 1.ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE CITY OF RENTON UTILITY SPECIFICATIONS, CITY OF RENTON STANDARD PLANS, THE LATEST EDITION OF WSDOT STANDARD SPECIFICATIONS FOR 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.ALL NEW DUCTILE-IRON WATER MAINS SHALL BE GENERAL NOTES: 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. STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 UTILITIES DEMO PLAN AREA PLAN AND GENERAL NOTES BT120-UCP100 BT120 200 1 M. ROUGH M. ROUGH M. STARLING M. ROUGH 0 12/10/2024 MR MS MR ISSUED FOR BID 1 06/13/2025 MR MS MR ADDENDUM#1 RTA/CN 0205-24 1"=80' No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 2 / 2 5 | 3: 4 1 P M | MR O U G H C: \ P W W O R K I N G \ J A C O B S _ B & I \ M A Y U M I . R O U G H @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - U C P 1 0 0 . D W G S1-BT120-UCP100 FACILITY ID: Xrefs: xS1-BT120-CMN101 xBRT-CUD05-TB22x34 xS1-BT120-CMP001 xS1-BT120-CPP001 xS1-BT120-VSF100 xS1-BT120-USP001 xS1-BT120-UWP001 GB-SEAL-MR46378 xS1-BT120-UCP001 xS1-BT120-UCN001 xS1-BT120-GZK020 xS1-BT120-CZN002 N SCALE IN FEET 0 (CUSTOM) 80 40 80 160 HA R D I E A V E S GRADY W A Y LA K E A V E S SR - 1 6 7 RAI N I E R A V E S NORTH DRIVEWAY SOUTH DRIVEWAY102 103 201 202 203 204 205 101 104 105 106 107 CROSS REFERENCING OF DRAWINGS BASE SHEET TITLE 1"=20' DRAWING SETS S1-BT120-UCP101 S1-BT120-UCP102 NOT USED S1-BT120-UCP104 S1-BT120-UCP105 S1-BT120-UCP106 NOT USED 101 102 103 104 105 106 107 CROSS REFERENCING OF DRAWINGS BASE SHEET TITLE 1"=20' DRAWING SETS S1-BT120-UCP201 S1-BT120-UCP202 S1-BT120-UCP203 S1-BT120-UCP204 S1-BT120-UCP205 201 202 203 204 205 AREA MAP 1" = 80' A MRMRMS10/24/2025A A PSE 230kV TRANSMISSION LINES SCL 230kV TRANSMISSION LINES MFMFDP07/07/20252 ADDENDUM #3 A CoR Permit Revision - CNWD #001 10/24/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332163 1.SEE SHEET BT120-UCP100 FOR GENERAL NOTES. 2.SEE ILLUMINATION PLAN FOR LIGHT POLE REMOVAL. GENERAL NOTES: H SD SD SSSSSSSSSSSS SS SS SS SS SS SD 36" CMP 3 6 " D I 8" CONC 18" CO N C CONC BENCH 4' WOOD FNC CW CONC BENCH CO N C B E N C H ARTWORK CONC DRW SW C&G O E O E O E O E OE O E OE O E OE O E OE O E O E O E OE O E O E O E O E O E O E OE O E OE O E O E DRW E E E W E E EEEE E WWWWWW W W E W W FO E E E E E E E E E WWW W G G G E E E E E E E E E E E EE E E E E EEEEEEEEEE E E E E EE E E E E E EEE E E E E E E E E E E G G G G G G G G G G G FO F O F O F O F O FO F O F O FO F O F O F O FO F O F O F O F O FO F O F O F O F O FO W W W W FO FO FO FO FO FO FO FO FO FO FO FO FO F O FO FO FO FO FO FO SDSD SD S D S D SD SD SD SD SD SD SD SD SD SD SDSD S D SS SS SS SS SS SS SS S S S S S S S S EE E E E E E E E E E E E E E E E E E E E EEEEEEE E E E E E E E E E E E E FO FO FO FO FO FO FO FO FO FO F O FO FO FO FO FO FO X X X X X X X X X X 6 ' T E M P C L E F X M I S C V A L V 30" CPP 24" CPP SSSSSSSSSSSSSSSSSSSS FO FO FO FO FO FO F O FO F O FO FO FO E E E FO FO FO FO FO FO COMCAST COMCAST COMCAST COMC A S T COMCAST C O M C A S T 2-PSE3-PSE P S E 2 - P S E REN T O N RENTON RENTON R E N T O N R E N T O N R E N T O N RENTON R E N T O N RENTON RENTON RENTON WSDOT FOWSDOT F O 2 - Z A Y O F O P S E G A S PSE GAS PS E G A S E E E E E E E 4' 9 " 4' 1 1 " ///////////// ////// / / / / / / / / / / / / / / / / / / / / / / /// / // / // / // / // / // / // / // / // / // / // / // / ////////////////////////////////////////////////////////////////////// //////////////////////////////////////////////////////////////////////////////// / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / ///////// ///////// ///////// ////// /////////////////////////// // // // RAINIER AVE S S G R A D Y W A Y G R A D Y 1 4 9 + 0 0 GRADY 150+00 G R A D Y 1 5 1 + 0 0 RAINIER 200+00 RAINIER 201+00 RAINIER 202+00 RAINIER 203+00 RAINIER 2 0 4 + 0 0RAINIER STA 200+00.07 = GRADY STA 150+00.02 CONSTRUCTION NOTES: PROTECT UTILITY IN PLACE11 N STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 UTILITIES DEO PLAN RAINIER STA 200+00 TO RAINIER STA 204+00 BT120-UCP101 BT120 200A 1 M. ROUGH M. ROUGH M. STARLING M. ROUGH -------- 0 12/10/2024 MR MS MR ISSUED FOR BID 1 6/13/2025 MR MS MR ADDENDUM#1 RTA/CN 0205-24 1"=20' No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 2 / 2 5 | 3: 4 2 P M | MR O U G H C: \ P W W O R K I N G \ J A C O B S _ B & I \ M A Y U M I . R O U G H @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - U C P 1 0 1 - 1 0 6 . D W G S1-BT120-UCP101-106 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-UCP001 xS1-BT120-VSF100 xS1-BT120-UCN001 xS1-BT120-GZK020 GB-SEAL-MR46378 xS1-BT120-VRX001 xS1-BT120-CAP001 xS1-BT120-CPP001 xS1-BT120-GZK010 xS1-BT120-CZN002 103 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRAD Y WAY 105 104 102 106 KEY MAP 107 20 40 SCALE IN FEET 01020 (1" = 20') N MA T C H L I N E : R A I N I E R S T A 2 0 4 + 0 0 SE E D W G B T 1 2 0 - U C P 1 0 2 EX. PARCEL BOUNDARY (TYP) CL BT120-C-GRADYWAY MATC H L I N E SEE D W G B T 1 2 0 - U C P 2 0 5 MATCHLINE SEE DWG BT120-UCP205 EX. ROW (TYP) CL BT120-C-RAINIERS 101 MATCHL I N E : G R A D Y S T A 1 5 1 + 0 0 SEE DWG B T 1 2 0 - U C P 1 0 4 11 ABANDON THE PIPE IN PLACE AND PLUG BOTH ENDS OF THE PIPE (MANHOLE REMAINS IN SERVICE). PROTECT EXISTING ART INSTALLATION. A MRMRMS10/24/2025A A CoR Permit Revision - CNWD #001 10/24/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332164 S I G N SIGN S I G N H H H H SW EXTR C O N C C U R B S D S D SS S S SD SD SD SD SD SD SD SD S D 12" CO N C 6 " C O N C 6 " C O N C DRW C&G E C O EE E E G G FO FO FO FO FO E E E E E E E G G G G G E E E E E E E E E E E E E E E G G G G G G FO FO FO FO FO FO FO FO FO SDSD FO F O FO FO FO FO FO FO FO FO FO FO FO FO FO FO SD SD SD SDSDSD SD SD SD SD SD SD SD SD SDSD SD SD SD SD SD SD SD SD SD E E E E E E E E F O FO F O FO F O FO 6 " C O N C 18" DI SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS F O FO F O F O FO F O W W W SS SS SS SD SD SD SD C C C C C C C C C G G ED (TYP.) ED (TYP.) HARD I E A V E S W // / // / // / // / // / // / // / // / // / /// /// /// //////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// /// RAINIER AVE S N T C 5 0 9 + 5 3 N TC 510+00 S TC 609+53 S TC 610+00 HA R D I E 3 1 0 + 0 0 HAR D I E 3 0 9 + 0 0 HA R D I E 3 1 0 + 0 0 RAINIER 2 0 4 + 0 0 RAINIER 205+ 0 0 RAINIER 206+00 RAINIER 207+00 RAINIER 2 0 8 + 0 0 RAINI E R 2 0 9 + 0 0 N TC STA 510+04.91 = RAINIER STA 207+16.93 S TC STA 610+02.99 = RAINIER STA 206+67.81 CONSTRUCTION NOTES: REMOVE MANHOLE, VAULT, OR CB PROTECT UTILITY IN PLACE ADJUST GAS VALVE BOX (BY OTHERS) REMOVE VALVE AND CAP WATER LINE NEW GAS VALVE (BY OTHERS) ABANDONED GAS VALVE (BY OTHERS) ABANDONED CB 11 15 18 19 20 10 48 1.SEE SHEET BT120-UCP100 FOR GENERAL NOTES. 2.SEE ILLUMINATION PLAN FOR LIGHT POLE REMOVAL. GENERAL NOTES: N 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 UTILITIES DEMO PLAN RAINIER STA 204+00 TO RAINIER STA 208+50 BT120-UCP102 BT120 201 1 M. ROUGH M. ROUGH M. STARLING M. ROUGH 0 12/10/2024 MR MS MR ISSUED FOR BID 1 06/13/2025 MR MS MR ADDENDUM#1 RTA/CN 0205-24 1"=20' N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 4 / 2 5 | 9: 2 4 A M | MR O U G H C: \ P W W O R K I N G \ J A C O B S _ B & I \ M A Y U M I . R O U G H @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - U C P 1 0 2 - 1 0 6 . D W G S1-BT120-UCP102-106 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-UCP001 xS1-BT120-VSF100 xS1-BT120-UCN001 xS1-BT120-GZK020 GB-SEAL-MR46378 xS1-BT120-VRX001 xS1-BT120-CAP001 xS1-BT120-CPP001 xS1-BT120-GZK010 xS1-BT120-CZN002 15 20 11 11 11 11 11 19 18 18 103 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRAD Y WAY 105 101 104 102 106 KEY MAP 107 MA T C H L I N E : N O T U S E D T H I S S E R I E S M A T C H L I N E : S E E D W G B T 1 2 0 - U C P 1 0 1 MATCHLINE: SEE DWG BT120-UCP203 MATCHLINE: SEE DWG BT120-UCP201 10 48 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT120-RPP201-BT120-RPP205 1 1 1 1 1 6/12/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332165 X X X XXXXXXXXXX X X X X X CONC VLT SS SS SS SS SS SS SS SS S S SD 1 8 " C O N C SW C O N C B E N C H C O N C B E N C H A R T W O R K C&G OE OE OE OE OE OE OE OE SW SWE E E E E E E E E E E E E E E E E EEE E EEEEE E E E E E E E E E E E FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO W W W W SD SD SD SD SD SD SD SD SD SD SD SD FO FO FO FO FO FO FO FO FO FO SD SD S D FO FO FO OEOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE SD SD4" CONC SL FO FO FO FO FO FO FO SS SS SS SS SS SS SS SS SS SS SS C O M C A S T COMCAST CO M C A S T C E N T U R Y L I N K F O CENTURY L I N K F O 2-PSE 2-PSE PSE 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO FO VLT W W E E E E E CCCC C&G C C EXTRUDED CURB SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD 6'11" 8' 1 1 " ED (TYP.) SD SD SD SD SD SD SD SD SD S D S D ////////////////////// ////////////////////////////////////////////// //////////////////////////////////////////////// // // // // // // // // // // // ///////////////////////////////// // // // // // // // // // // // // // // /// /// /// // / // / // / /// // / /// /// /// // / // / // / // / // / // / // / // / // / // / / / / // / // / // / // / // / // / // / // / ////////////////// PROPERTY LINE TYP.10 10 12 11 11 11 11 11 12 TO BE COORDINATED WITH UTILITY COMPANIES. TO BE DETERMINED. S GRADY WAY 10 SEE BT120-UWP104 FOR PROPOSED TEE LOCATION GRADY 151+00 GRADY 152+00 GRADY 153+00 GRADY 154+00 GRADY 155+00 GRADY 156+00 10 11 10 11 CONSTRUCTION NOTES: REMOVE MANHOLE, VAULT, OR CB PROTECT UTILITY IN PLACE REMOVE FIRE HYDRANT 10 11 12 1.SEE SHEET BT120-UCP100 FOR GENERAL NOTES. 2.SEE ILLUMINATION PLAN FOR LIGHT POLE REMOVAL. GENERAL NOTES: N 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 UTILITIES DEMO PLAN GRADY STA 151+00 TO GRADY STA 156+50 BT120-UCP104 BT120 202 1 M. ROUGH M. ROUGH M. STARLING M. ROUGH 0 12/10/2024 MR MS MR ISSUED FOR BID 1 06/13/2025 MR MS MR ADDENDUM#1 RTA/CN 0205-24 1"=20' N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 4 / 2 5 | 9: 2 4 A M | MR O U G H C: \ P W W O R K I N G \ J A C O B S _ B & I \ M A Y U M I . R O U G H @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - U C P 1 0 2 - 1 0 6 . D W G S1-BT120-UCP102-106 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-UCP001 xS1-BT120-VSF100 xS1-BT120-UCN001 xS1-BT120-GZK020 GB-SEAL-MR46378 xS1-BT120-VRX001 xS1-BT120-CAP001 xS1-BT120-CPP001 xS1-BT120-GZK010 xS1-BT120-CZN002 MA T C H L I N E : G R A D Y S T A 1 5 6 + 5 0 SE E D W G B T 1 2 0 - U C P 1 0 5 MATCHLINE: SEE DWG BT120-UCP205 MATCHLINE: SEE DWG BT120-UCP204 MA T C H L I N E : G R A D Y S T A 1 5 1 + 0 0 SE E D W G B T 1 2 0 - U C P 1 0 1 103 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRAD Y WAY 105 101 104 102 106 KEY MAP 107 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT120-RPP201-BT120-RPP205 1 1 1 6/12/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332166 X X S D S D SW C C C C C C C C C C C E EEEEEE T E EEEEEEEEEEE E E E E E E E E E FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO SDSDSDSD SD SD SD SD SD SD SD SD SD SD SD SD SD FO FO FO 1 2 " R C P X X X X X X X X SW X X X X 2' FNC C&G GATE / / 6' CL E F SW C&G SW SW SW C&G /////////// / / / ////////////// / // OE OE OE OE OE OE OE OE OE OE OE OE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE OE OE OE OE OE OE OE OE OE OE OE OE OE SHELT E R CANO P Y SD SD SD SD SD SD 12" RCP 8" CONC 8" CONC SL FO FO FO FO FO FO FO FO FO FO FO SS CENTURYLINK FO CENTURYLINK FO 2-PSE 2-PSE 2-PSE 2-PSE 2-ZAYO FO 2-ZAYO FO 2-ZAY O F O 2-ZAYO FO EEEEE CCCCCC E SD SD SD ED (TYP.) MW EL=26.4 3 SD SD ////////////////////////////////////////////////////////////////////////////// // // // // // // // // // // ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// ////////////////////////////////////////////////////////////////// /// /// /// /// /// /// /// /// /// /// /// 10 11 11 11 11 S GRADY WAY LAK E A V E S 26 31 10 LAKE 399+48 LAKE 400+00 LAK E 4 0 1 + 0 0 GRADY 160+46GRADY 157+00 GRADY 158+00 GRADY 159+00 GRADY 160+00 LAKE STA 400+00.05 = GRADY STA 158+70.91 RAILAKDW 722+12 RAILAK D W 7 1 9 + 0 0 RAILAKD W 7 2 0 + 0 0 RAILA K D W 7 2 1 + 0 0 RAILAKDW STA 722+12.21 = LAKE STA 401+91.32 11 CONSTRUCTION NOTES: REMOVE MANHOLE, VAULT, OR CB PROTECT UTILITY IN PLACE RELOCATE ELECTRICAL DISTRIBUTION PANEL AND HANDHOLE REMOVE VALVE 10 11 26 31 1.SEE SHEET BT120-UCP100 FOR GENERAL NOTES. 2.SEE ILLUMINATION PLAN FOR LIGHT POLE REMOVAL. GENERAL NOTES: N 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 UTILITIES DEMO PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 BT120-UCP105 BT120 203 1 M. ROUGH M. ROUGH M. STARLING M. ROUGH 0 12/10/2024 MR MS MR ISSUED FOR BID 1 06/13/2025 MR MS MR ADDENDUM#1 RTA/CN 0205-24 1"=20' N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 4 / 2 5 | 9: 2 4 A M | MR O U G H C: \ P W W O R K I N G \ J A C O B S _ B & I \ M A Y U M I . R O U G H @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - U C P 1 0 2 - 1 0 6 . D W G S1-BT120-UCP102-106 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-UCP001 xS1-BT120-VSF100 xS1-BT120-UCN001 xS1-BT120-GZK020 GB-SEAL-MR46378 xS1-BT120-VRX001 xS1-BT120-CAP001 xS1-BT120-CPP001 xS1-BT120-GZK010 xS1-BT120-CZN002 MATC H L I N E : SEE D W G B T 1 2 0 - U C P 2 0 4 CL BT120-C-LAKEAVES CL BT120-C-GRADYWAY MATCHLINE: LAKE STA 401+50 SEE DWG BT120-UCP106 MA T C H L I N E : G R A D Y S T A 1 5 6 + 5 0 SE E D W G B T 1 2 0 - U C P 1 0 4 103 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRAD Y WAY 101 104 102 105 106 KEY MAP 107 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT120-RPP201-BT120-RPP205 1 1 6/12/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332167 SD SD SD SD SD SD SD SD SD 2 7 " C O N C 2 4 " C M P 12" CON C E E E E SD SD SD SD SD 12" R C P X X X XX X X X X X X X X XXXXXXXXXX 5 . 5 ' C L E F C&G C&G 6' CLEF 2 B L R D OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE S D S D 2 - P S E 6 " T R E E 3 0 ' D L N 1. 5 ' R E T W A L L P L A N T E R S D S D SD SD LAKE AVE S ^ ^ ^ ^ ^ ^ ^ /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /////////////////////////////////////////////////////////////////////////////// / / // / /// /// /// /// /// LAKE 402+00 LAKE 403+00 LAKE 404+00 LA K E 4 0 5 + 0 0 N T C 5 1 8 + 7 5 N T C 5 1 8 + 0 0 S TC 619+04 S T C 6 1 8 + 0 0 S T C 6 1 9 + 0 0 LAKE STA 403+23.01 = S TC STA 618+80.42 RAILAKDW 722+12 R A I L A K D W 7 2 1 + 0 0 RAILAKDW 722+00 RAILAKDW STA 722+12.21 = LAKE STA 401+91.32 /// /// /// /// /// CONSTRUCTION NOTES: REMOVE MANHOLE, VAULT, OR CB PROTECT UTILITY IN PLACE REMOVE HAND HOLE EXTEND FIRE HYDRANT 11 16 46 101.SEE SHEET BT120-UCP100 FOR GENERAL NOTES. 2.SEE ILLUMINATION PLAN FOR LIGHT POLE REMOVAL. GENERAL NOTES: N 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 UTILITIES DEMO PLAN LAKE STA 401+50 TO LAKE STA 405+50 BT120-UCP106 BT120 204 1 M. ROUGH M. ROUGH M. STARLING M. ROUGH 0 12/10/2024 MR MS MR ISSUED FOR BID 1 06/13/2025 MR MS MR ADDENDUM#1 RTA/CN 0205-24 1"=20' N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 4 / 2 5 | 9: 2 5 A M | MR O U G H C: \ P W W O R K I N G \ J A C O B S _ B & I \ M A Y U M I . R O U G H @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - U C P 1 0 2 - 1 0 6 . D W G S1-BT120-UCP102-106 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-UCP001 xS1-BT120-VSF100 xS1-BT120-UCN001 xS1-BT120-GZK020 GB-SEAL-MR46378 xS1-BT120-VRX001 xS1-BT120-CAP001 xS1-BT120-CPP001 xS1-BT120-GZK010 xS1-BT120-CZN002 CL BT120-C-LAKEAVES CL BT120-C-RAILAKDW 11 11 11 UTILITY EASEMENT 11 103 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRAD Y WAY 105 101 104 102 16 106 KEY MAP 107 MAT C H L I N E : L A K E S T A 4 0 1 + 5 0 SEE D W G BT1 2 0 - U C P 1 0 5 MATCHLINE: SEE DWG BT120-UCP204 MATCHLINE: SEE DWG BT120-UCP202 MATCHLINE: NOT USED THIS SERIES 46 SEE BT120-CLP106 FOR NEW HANDHOLE LOCATION 11 10 10 10 1 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT120-RPP201-BT120-RPP205 1 1 1 6/12/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332168 SIGN ASPH VLT D R W HH H H HH CO W W W W W FO FO FO FO FO W W W W WM WV 3WV W V L T HH E E E E E C C C 2" DR O P SD SD SD SD SD SD SD SD X X XXX X X X X X X X X X X X X X X X X X X GAZEB O CONC ELEC EQUIP / / // / / // // / / / / / / / / / / // / / / / / / / / / / // // / / / / / / / / / / / / / / // / / / / / / / / / / / // / / / / / / / / / / / / / / / / / / / / /// / / / / / / / / / / / / / / / / / // / / / / / / / / / / / / / / / / / / / 3 BLR DPIV STOR A G E SHED SD SD 18 " D I E E E E E E E E E E E E E S S S S S S COMCAST FO CO M C A S T PSE P S E PSE PSE GAS EEEEEEEE G E E E E E E E E E HH E E E E E UNKN O W N U T I L I T Y C C C C C C C C C C 3' 9 " D P 2 ' 2 " D P 2' 4 " D P 5' 8 " D P 8' 6 " D P 9 ' 1 1 " D P 1 0 ' D P 5 ' 1 0 " D P 1 0 ' D P 2 BLR D FH 2'4' 2'9 " 4' 2' 3' 3' 3' 3' SS SS SS SS SS SS SS SS SS SS SS S S 3'1 0 " 4'0" 4'3"4'6" 4'11"5'0" 5'5" 6'0" 6'3" 6'6" 7 ' 0 " 7 ' 2 " /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// // / // / / / / // / // / / / / / / / // / / / / / / / / / / / / / / / / / / / / / / //////////////////////////////////////////////////////////////////////// // / // / // / // / / / / // / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ////////////////// /// ///////////////////////////////// /// /// /// /// // / // / // / // / // / /// // / // / // / // / // / // / // / // / // / /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// // / // / // / // / // / // / // / // / /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// // / // / // / // / // / / / / // / / / / / / / // / / / / / / / // / // / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ///////// // / // / ///////////////////////////////////////////////////////////////////// //////////////////////////////////// ////////////////// /// /// /// /// ///////////////////////////////////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / // / / / / // / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / /// /// /// /// /// /// ///////// ///////// //////////// /// /// /// /// ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// / /// /// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / /// ////////////////////////////////////////////////////////////////////////////// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// // / // / / / / / / / / / / / / / // / ////////////////////////////////////////////////////////////////////////////////////////////////////// /////////////////////////////////////////////////// // / // / / / / / / / /// /// // / // / // / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / /// /// /// /// /// /// /// /// /// ///////////////////// //////////////////////////////////////////////////////////////////////////////////////////////////////////// /// /// // / // / // / // / // / // / // / // / // / ///////// // / // / // / // / // / // / // / // / // / /// // / // / /// /// /// /// 10 10 N TC 511+00 N TC 512+00 N TC 513+00 N TC 514+00 S TC 611+00 S TC 612+00 S TC 613+00 S TC 614+00 RAINIER 207+00 ^ ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ ^ ^ 12 11 16 12 10 27 16 28 10 10 CONSTRUCTION NOTES: REMOVE MANHOLE, VAULT, OR CB PROTECT UTILITY IN PLACE REMOVE FIRE HYDRANT REMOVE HAND HOLE REMOVE TRANSFORMER (BY OTHERS) REMOVE ELECTRICAL EQUIPMENT (BY OTHERS) 10 11 12 16 27 28 1.SEE SHEET BT120-UCP100 FOR GENERAL NOTES. 2.SEE ILLUMINATION PLAN FOR LIGHT POLE REMOVAL. GENERAL NOTES: N 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 UTILITIES DEMO PLAN S RENTON TRANSIT CENTER BT120-UCP201 BT120 205 1 M. ROUGH M. ROUGH M. STARLING M. ROUGH 0 12/10/2024 MR MS MR ISSUED FOR BID 1 06/13/2025 MR MS MR ADDENDUM#1 RTA/CN 0205-24 1"=20' N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 2 / 2 5 | 3: 4 2 P M | MR O U G H C: \ P W W O R K I N G \ J A C O B S _ B & I \ M A Y U M I . R O U G H @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - U C P 2 0 1 - 2 0 5 . D W G S1-BT120-UCP201-205 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-VSF100 xS1-BT120-UCN001 xS1-BT120-GZK020 GB-SEAL-MR46378 xS1-BT120-UCP001 xS1-BT120-VRX001 xS1-BT120-CAP001 xS1-BT120-CPP001 xS1-BT120-GZK010 xS1-BT120-CZN002 EX. ROW (TYP) EX. PARCEL BOUNDARY (TYP) CL BT120-C-CENISLN CL BT120-C-CENISLSMA T C H L I N E : SE E D W G B T 1 2 0 - U C P 1 0 2 MA T C H L I N E : SE E D W G B T 1 2 0 - U C P 2 0 2 MATCHLINE: SEE DWG BT20-UCP203 103 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRAD Y WAY 105 101 104 102 201 106 KEY MAP 107 MATCHLINE: NOT USED THIS SERIES SOUTH TRANSIT CENTER NORTH TRANSIT CENTER A A 10/24/2025 MSMR MR A CoR Permit Revision - CNWD #001 10/24/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332169 DEBRISWW FO FO FO WM WM WV WV E E E E E E E E E E E E 2" DROP W W W W W S D S D S D S D SD X X X X X X X X X X X X X X X X X X X X X BLDG EQUIP 2 BLRD PM X X X X X X X X X / /////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / //////// / / / / / / / / / //////// OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE BLDG SD SD SD E SS SS S S SS SS 6' 0 " 6' 3 " 6' 6 " 7'0 " 7' 2 " 7' 9 " ///////////////////////////////////////////// /// /// /// // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / ////////////////////////////////////////// ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// // / // / // / // / // / // / // / /////////////////////////////////////////////////////////////// ///////// /// /// /// // / // / // / / / / / / / / / / // / / / / ///////////////////////////////////////////// /// /// /// /// /// /// /// /// /// // / // / // / // / /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// // / /// // / // / // / // / // / // / // / // / // / /// 10 N TC 514+00 N TC 515+00 N TC 516+00 N TC 517+00 S TC 615+00 S TC 616+00 S TC 617+00 S TC 618+00 EX. PARCEL BOUNDARY (TYP) CL BT120-C-CENISLN LINE CL BT120-C-CENISLS LINE 10 ^ ^ ^ ^ ^ ^ ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ 10 11 50 CONSTRUCTION NOTES: REMOVE MANHOLE, VAULT, OR CB PROTECT UTILITY IN PLACE REMOVE WATER METER 10 11 50 1.SEE SHEET BT120-UCP100 FOR GENERAL NOTES. 2.SEE ILLUMINATION PLAN FOR LIGHT POLE REMOVAL. GENERAL NOTES: N 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 UTILITIES DEMO PLAN S RENTON TRANSIT CENTER BT120-UCP202 BT120 206 1 M. ROUGH M. ROUGH M. STARLING M. ROUGH 0 12/10/2024 MR MS MR ISSUED FOR BID 1 06/13/2025 MR MS MR ADDENDUM#1 RTA/CN 0205-24 1"=20' N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 4 / 2 5 | 9: 2 5 A M | MR O U G H C: \ P W W O R K I N G \ J A C O B S _ B & I \ M A Y U M I . R O U G H @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - U C P 2 0 1 - 2 0 5 . D W G S1-BT120-UCP201-205 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-VSF100 xS1-BT120-UCN001 xS1-BT120-GZK020 GB-SEAL-MR46378 xS1-BT120-UCP001 xS1-BT120-VRX001 xS1-BT120-CAP001 xS1-BT120-CPP001 xS1-BT120-GZK010 xS1-BT120-CZN002 MA T C H L I N E : SE E D W G B T 1 2 0 - U C P 2 0 1 MATCHLINE: SEE DWG BT120-UCP204 MA T C H L I N E : SE E D W G B T 1 2 0 - U C P 1 0 6 103 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRAD Y WAY 105 101 104 102 106 KEY MAP 107 SOUTH TRANSIT CENTER NORTH TRANSIT CENTER 1 1 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT120-RPP201-BT120-RPP205 1 6/12/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332170 CONC SD 8" VC D R W E 3 W V W V H H H H HH HH 2 I R R G W M GV 2VLTS E E E E W W W W C C C C C C C C C C C C C E E E EE E E E E E E E SD SD SD SD X X X X X X X X X X X X X X X X X X X X X X X X X X X / / / / // / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / BLDG SD 2 4 " C P P FO FO FO FO FO FO FO FO FO EE E E E E E E E E F O F O F O F O F O F O F O FO S S S S S S S S S S S S P S E PSE EE E E E E E E E E E E E HH E E C C C W 2 ' D P 5' 1 0 " D P 1 0 ' D P 2'2" D P BROA D B A N D VAULT 3'1" 2'11" 3'3" 3'11" 3' 5' 2 " 4' 1 " 4'7" 2'11" 2'9" 1'4" 1'7" 2 ' 9 " 2' 1 " 2'7" 2'11" 2' 8'6" 10'0 " 10'7 " SS SS SS SS SS SS /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// // / // / / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// // / // / // / // / // / // / // / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /// /// /// /// /// /// // / /// /// // / // / /// /// // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / ////////////////////////////////////////// ///////////////////////////////////////////// /// /// /// /// /// /// /// /// // / / / / // / // / // / // / // / / / / // / / / / // / / / / // / / / / // / / / / // / / / / // / / / / // / / / / // / / / / // / / / / // / / / / // / / / / // / / / / // / / / / // / / / / // / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / //// /// ////// /// /// /// //////////////////////////////////// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /////////////////////////////////////////////////////////////// /// /// /// /// ///////////////////// /// /// / / / / / / / / / / / / / / / / / / /// ////////////////////////////////////////////////////// ////////////////////////////////////////////////////////////////// / / / / / / // / // / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / // / // / // / // / // / // / // / // / // / // / // / // / /// /// /// /// /// /////////////////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /// /// /// // / // / // / // / // / // / // / // / // / // / /// /// /// /// /// /// /// /// /////////////// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// // / / / / / / / / / / / / / / / / / / / // / // / / / / // / // / // / /////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// //////////////////////////////////// /// /// /// /// /// /// /// /// // / /// // / /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /////////////// / / / / / / / / / / / / / / / / / / / / / / / / /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /////////////////////////////////////////////////////////////// ///////////////////////////////// // / // / // / // / // / // / // / // / 10 RAILAKDW 716+00 16 16 51 10 11 29 10 CONSTRUCTION NOTES: REMOVE MANHOLE, VAULT, OR CB PROTECT UTILITY IN PLACE REMOVE HAND HOLE REMOVE GAS VALVE (BY OTHERS) CUT AND CAP WATER METER 10 16 11 29 51 1.SEE SHEET BT120-UCP100 FOR GENERAL NOTES. 2.SEE ILLUMINATION PLAN FOR LIGHT POLE REMOVAL. GENERAL NOTES: N 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 UTILITIES DEMO PLAN S RENTON TRANSIT CENTER BT120-UCP203 BT120 207 1 M. ROUGH M. ROUGH M. STARLING M. ROUGH 0 12/10/2024 MR MS MR ISSUED FOR BID 1 06/13/2025 MR MS MR ADDENDUM#1 RTA/CN 0205-24 1"=20' N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 4 / 2 5 | 9: 2 5 A M | MR O U G H C: \ P W W O R K I N G \ J A C O B S _ B & I \ M A Y U M I . R O U G H @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - U C P 2 0 1 - 2 0 5 . D W G S1-BT120-UCP201-205 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-VSF100 xS1-BT120-UCN001 xS1-BT120-GZK020 GB-SEAL-MR46378 xS1-BT120-UCP001 xS1-BT120-VRX001 xS1-BT120-CAP001 xS1-BT120-CPP001 xS1-BT120-GZK010 xS1-BT120-CZN002 CL BT120-C-RAILAKDW R A I N I E R A V E S EX. ROW (TYP) EX. PARCEL BOUNDARY (TYP) M A T C H L I N E : SE E D W G B T 1 2 0 - U C P 2 0 4 MATCHLINE: SEE DWG BT120-UCP201 MATCHLINE: SEE DWG BT120-UCP205 MA T C H L I N E : SE E D W G B T 1 2 0 - U C P 1 0 2 M A T C H L I N E : N O T U S E D T H I S S E R I E S 103 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRAD Y WAY 105 101 104 102 106 KEY MAP 107 RAINIER AND LAKE DWY GAS LINE HAS BEEN REMOVED BY OTHERS GAS LINE HAS BEEN REMOVED BY OTHERS UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT120-RPP201-BT120-RPP205 1 1 1 6/12/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332171 X X CONC CONC UT VLT SS SD 30" C O N C 27" CONC 27" CONC 27" CONC 4 " C O N C 6" DI 12 " C P P 12 " C P P 6" CON C SW WM ELEC VLT E GV GM WM WV WM 2VLTS C C C C C C C C C C C E E E E E E TS VLT HH GM E E E E E E E E E E E E E E E E E E E E F O FO FO FO FO FO FO F O F O SD SD SD SD FO FO HH HH X X X X X X X X X X X X X X X X X X X X X X X X X X PP PP X X X X // / SW 4 BLRD 3 BLRD 3 BLRD X X X X / / / / / / / / / / / ////// / / / / / / / / / / / ////// / / / ////////////// / / /// / / / / / / / / / / / // ////// //// /// ////////////// /////// / / / / / / / / / / / / / / / / / //////////////// / / / / / / / / ////////////////// / / / / / / / / OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE /////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / BLD EQUIP SIGN POST ON CONC BASE OE OE OE SHELTER CANOPY BLDG SD G G G G G E E E E E E E E E SS SS SS SS SS COMCAST C O M C A S T C O M C A S T 2-PSE 2-PSE PSE GAS P S E G A S EEEE EEEEE G G G G G G E E E W W W E E E SS SS SS SS SS SS S S 2'11" 3' 4 " 3'9" 2'1 0 " 2'1" 2'9" 4' 1' 8'0" 8'2" 8'6" 10'0" SS SS SS SS SS ELEC VLT HH S D S D / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ///// / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / /// / / / // / // / // / // / // / // / // / ///////////////// / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / /// /// /// /// /// // / ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// / / / / / / // // // / / / / / / / / / / /// /// /// /// /// /// /// /// // / ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / / / / / / / ///////////////////// // / / / / / / / / / / // / // / ///////////////////// // / // / // / // / // / /// /// /// /// /// /// /// /// /// /// /// /// /// ////////////////////////////////////////////////////////////////////////////////////////////////////////////////// // / // / / / / // / // / // / /// /// /// /// /// /// //////////////////////////////////////////////////////////////////////// ////////////////////////////////////////////////////////////////// /////////////// // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / /////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// ////////////////// ///////////////////////////////// ///////////////////////////////////////// / // / // / // / // / // / // / // / // / // / // / ///////// //////////////////////////////////// /// /// / / / / / / / / / / / / / / ////////////// / // / / / / / / / / / / // / // / / / / / / / / / / / / / // / // / // / // / / / / // / / / / // / // / // / // / / / / // / / / / // / / / / // / / / / // / // / // / // / / / / // / / / / ////////////////////////////////////////////////////// /// /// /// /// /// /// /// /// /// /// / / / // / // / // / // / // / // / // / // / // / /// /// /// // / // / // / /// // / /// /// // / // / /// // / /// /// /// /// // / // / // / /// /// /// // / // / // / /// /// // / // / /// /// /// // / ////////////////////////////////////////////////////////////////////////////// /// /// /// /// /// /// /// /// /// /// /// LAKE 400+00 LA K E 4 0 1 + 0 0 GRADY 15 9 + 0 0 LAKE STA 400+00.05 RAILAKDW 717+00 RAILAKDW 718+00 RAILAKDW 719+00 RAILA K D W 7 2 0 + 0 0 RAIL A K D W 7 2 1 + 0 0 X 10 10 10 11 10 10 12 10 10 10 10 10 27 10 10 10 44 10 CONSTRUCTION NOTES: REMOVE MANHOLE, VAULT, OR CB PROTECT UTILITY IN PLACE REMOVE FIRE HYDRANT REMOVE TRANSFORMER (BY OTHERS) REMOVE VAULT (BY OTHERS) 10 11 12 27 44 1.SEE SHEET BT120-UCP100 FOR GENERAL NOTES. 2.SEE ILLUMINATION PLAN FOR LIGHT POLE REMOVAL. GENERAL NOTES: N 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 UTILITIES DEMO PLAN S RENTON TRANSIT CENTER BT120-UCP204 BT120 208 1 M. ROUGH M. ROUGH M. STARLING M. ROUGH 0 12/10/2024 MR MS MR ISSUED FOR BID 1 06/13/2025 MR MS MR ADDENDUM#1 RTA/CN 0205-24 1"=20' N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 4 / 2 5 | 9: 2 5 A M | MR O U G H C: \ P W W O R K I N G \ J A C O B S _ B & I \ M A Y U M I . R O U G H @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - U C P 2 0 1 - 2 0 5 . D W G S1-BT120-UCP201-205 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-VSF100 xS1-BT120-UCN001 xS1-BT120-GZK020 GB-SEAL-MR46378 xS1-BT120-UCP001 xS1-BT120-VRX001 xS1-BT120-CAP001 xS1-BT120-CPP001 xS1-BT120-GZK010 xS1-BT120-CZN002 EX. PARCEL BOUNDARY (TYP) RAINIER AND LAKE DWY CL BT120-C-RAILAKDW 11 11 MATCHLINE: SEE DWG BT120-UCP202 MATCHLIN E : SEE DWG B T 1 2 0 - U C P 1 0 4 MAT C H L I N E : SEE D W G B T 1 2 0 - U C P 1 0 5 MA T C H L I N E : SE E D W G B T 1 2 0 - U C P 2 0 3 MA T C H L I N E : SE E D W G B T 1 2 0 - U C P 1 0 6 MA T C H L I N E : SE E D W G B T 1 2 0 - U C P 2 0 5 MATCHLI N E : SEE DWG B T 1 2 0 - U C P 1 0 5 103 201 202 203 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRAD Y WAY 105 101 104 102 204 106 KEY MAP 107 GAS LINE HAS BEEN REMOVED BY OTHERS 11 11 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT120-RPP201-BT120-RPP205 1 1 1 6/12/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332172 X X X X X X X X X X X X X X ASPH ASPH ASPH VLT S D S D S S S S S S S S S S S S S D 30" C O N C 8 " C O N C HH CO N C B E N C H C O N C S W OE OE OE OE SW D R W E E EE WV WV HH HH HH HH 3HH HH 2 HH HH 4ELE C V L T WM E E E E E E E 3TRA F F I C C O N T R O L CABIN E T S E W E EE FO FO FO FO FO FO FO FO FO FO FO FO FO FO SD SD SD SD FO FO FO FO FO FO FO FO S D S D SS SS SS SS SS SS E FOF O FO X X X X X X X X X X X X X X X X X X X X X CONC B A S E REMO V E D L T // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE BLDG SD4" CO N C 3 0 " C P P COMC A S T COMC A S T CENTURYLINK F O 2-PSE 2-PS E 2-PSE 2-ZAY O F O C E E E E E UTIL V L T HH E SD SD SD SD 6'11 " ED (TY P . ) 4'9 " 4'11" 2'8" 2'1" 2'8" 2'7" 2'5 " 7" 1'1" 1'4" 2' SD SD SD SD SD SD SD HH R A I N I E R A V E S // / / / / // / // / // / / / / // / / / / / / / / / / / / / ////// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// // / // / /// /// /// /// ////// /// /// /// ////// /// /// /// /// /// ////// /// /// /// /// //////////// /// /// /// ///////// /// /// ///////// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// // // / / // / / // / / // // // // / / // / / // // // // // // / / // / / // / / // // // // // // // // / // / // / // / // / // / // / // / // / // / / / / / / / / / / / / / // / // / // / // / // / // / // / // / // / /// /// /// /// /// /// /// /// /// // / // / /// /// /// /// /// /// /// /// // / // / // / /// // / // / // / /// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /// /////////////////////////////////////// / / / / / / /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// //////////// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// / / / / / / / / / / / / / / / ////////////////// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /////////////////////////////////////////////////////////////// ///////// ///////// //////////////////////// /// /// //////////////////////// /// /// /// /// ///////////////////////////////// /// /// /// ///////// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /////////////// /// /// /////////////// ////// // / 10 10 GRA D Y 1 5 3 + 0 0 GRA D Y 1 5 4 + 0 0 R A I N I E R 2 0 2 + 0 0 10 11 51 10 11 CONSTRUCTION NOTES: REMOVE MANHOLE, VAULT, OR CB PROTECT UTILITY IN PLACE CUT AND CAP WATER METER 10 11 51 1.SEE SHEET BT120-UCP100 FOR GENERAL NOTES. 2.SEE ILLUMINATION PLAN FOR LIGHT POLE REMOVAL. GENERAL NOTES: N 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 UTILITIES DEMO PLAN S RENTON TRANSIT CENTER BT120-UCP205 BT120 209 1 M. ROUGH M. ROUGH M. STARLING M. ROUGH 0 12/10/2024 MR MS MR ISSUED FOR BID 1 06/13/2025 MR MS MR ADDENDUM#1 RTA/CN 0205-24 1"=20' N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 2 / 2 5 | 3: 4 2 P M | MR O U G H C: \ P W W O R K I N G \ J A C O B S _ B & I \ M A Y U M I . R O U G H @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - U C P 2 0 1 - 2 0 5 . D W G S1-BT120-UCP201-205 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-VSF100 xS1-BT120-UCN001 xS1-BT120-GZK020 GB-SEAL-MR46378 xS1-BT120-UCP001 xS1-BT120-VRX001 xS1-BT120-CAP001 xS1-BT120-CPP001 xS1-BT120-GZK010 xS1-BT120-CZN002 EX. ROW (TYP) EX. PARCEL BOUNDARY (TYP) MAT C H L I N E : SEE D W G B T 1 2 0 - U C P 1 0 4 S E E D W G B T 1 2 0 - U C P 1 0 1 M A T C H L I N E : S E E D W G B T 1 2 0 - U C P 1 0 1 M A T C H L I N E : MATCHLINE: SEE DWG BT120-UCP203 MATCHLINE: SEE DWG BT120-UCP204 103 201 202 203 204 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRAD Y WAY 105 101 104 102 205 106 KEY MAP 107 ABANDON THE PIPE IN PLACE AND PLUG BOTH ENDS OF THE PIPE (DOWNSTREAM MANHOLE REMAINS IN SERVICE). MRMRMSA A A CoR Permit Revision - CNWD #00110/24/2025 10/24/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332173 X X X X CONC SIGN SIGN SI G N SIGN UT H H H H H DRW DRW DRW DRW DRW DRWSD SD SD SS S S SD TT TETMH FOFO FO FO FO TMH ICV ICV TMH ICV ICVIC VICVIC V ICV ICV IC V DR W DR W OE OE OE OE OE OE OE OE OE OE DRW E CO E E E E E E E E W E EE E E EE E FO E G G GE E E E EC FO E E E E W W FO E EE C C C C C E E E E E E WW W G G G G CO W FO 2VLTS HH T E W C C C E C C E E E E TMH E E E E E E E E E EE E E E E E E E E E E E E E G G G G FO FO FO FO FO FOFO FO F O FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO W W W W W W W SDSD SD SD SD SD SD F O FO FO FO FO FO FO FO F O FO FO FO FO FO S D SD SD SD SD SD SD SD SD SD SD SD SD SD SDSDSD SD SD SD W S S SSSS SSSSSSSSSSSS SS E E E E E FOFOFOFOFOFO X X X X X X X X X X X X XX X X X X X X X X X X X X X X X CONC 4 BLRD 3 BLRD 3 BLRD 2 BLRD X X 2 BLRD OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE O E OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE O E OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE O E OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE O E OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE O E OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE BLDG BLDG BLDG BLDG SD SS E SS SS SS SS SS SS SS G FO FO E E E E E E OE OE OE OE OE OE OE OE OE OE OE OE OE / / / / / / ///// / / / / / / // / // SL SL G G G E E E E FO FO FO FO FO FO FO FO FO FOFO FO FO FO FO FO FO FOFOFOFOFOFOFOFO FO FOFO FO FO FO FO FO FOFO FO F O FO FOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO SSSS SS SS SS SS SS SS SS SS W W W W W W W W W WW W W W W W WWWWW W W W W WW W W W W W W W WWW W W W W SDSD SDSDSDSDSDSDSD SD SD SD SS SS SS FO FO FO FO F O FO FO SS SS SS SS SS SS SS SSSS SS SS SS SS SS S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S SS SS SS SS S S SS SS SS SS SS SS S S SD SD SD SD SD SD SD SD SDSD SDSD SDSDSDSDSDSD SD SD SD SD SD SD SD SD SD W W W WW SS SS SS SS SS SS SS S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSS SSSSSSSSSSSSSSSSSSSS SS FO SS SS PSE GAS PS E G A S PSE G A S PS E G A S PSE GAS PSE G A S PSE G A S PSE G A S PSE G A S PSE GAS P S E G A S E E G E E E E E E C C C HH 7'11" DP 11' DP4'9" DP 4'9" DP13'6" DP 6'3" DP 5'8" DP 4'1 " D P 3'6 " D P 4'8 " D P 12'6" DP 13'6" DP 11'6"DP10' DP 2' DP 3'2"DP2'6" DP 4'1 1 " D P 3'11 " D P 2'8 " D P 3'10 " D P 3'3" D P 5'6" D P 7'11" D P 6'7" DP 4'5" DP 6'9" DP 6' DP 7'6" DP 5'6" D P 2'5 " D P SD SD SD SD CO SS SS SS 6'11" 3'6 " 4'8" 8'1 1 " 2' 6'9" 4'5" ED(TYP.) ED(TYP.) ED(TYP . ) ED (TYP . ) SS SS SS SS 3'10" 4'1" 4'9" 7" 4'1" 3'11 " 5'9" 5" 2'1 " 1'11 " 9"2'4" 4'9" 4'11"2'8"2'1" 2'8" 2'7" 2'5" 7" 1'1" 1'4" 2' 2'1" 2'9" SD SS S S S S SS SS CO SD SD HH BUS BAY 7 BUS BAY 6 BUS BAY 5 BUS B A Y 2 BUS B A Y 8 BUS BAY 3 BUS BAY 4 BU S B A Y 1 ^ ^ ^ ^ ^ ^ ^ ^^^^^^^^^^^ F SS SS SS SS SS SS SS SS SS CO CO W W W W W W W W W W W W W W W / / / / / / / / / // / / / / / / / //////////// 1.ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE CITY OF RENTON UTILITY SPECIFICATIONS, CITY OF RENTON STANDARD PLANS, THE LATEST EDITION OF WSDOT STANDARD SPECIFICATIONS FOR 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.ALL NEW DUCTILE-IRON WATER MAINS SHALL BE RESTRAINED-JOINT PIPES. GASKETS FOR PUSH-ON JOINT PIPE WITH INTEGRALLY MOLDED STEEL OR METAL TEETH ARE NOT ALLOWED AS SUBSTITUTES FOR RESTRAINED-JOINT PIPES. 6.ALL FITTINGS AND VALVES WITH MECHANICAL ENDS SHALL HAVE A WEDGE-TYPE RESTRAINED RETAINER GLAND (E.G" MEGALUG SERIES 1100, ROMAC ROMAGRIP, OR APPROVED EQUAL) IN ADDITION TO CONCRETE THRUST BLOCKS. GENERAL NOTES: No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 2 / 2 5 | 3: 4 3 P M | MR O U G H C: \ P W W O R K I N G \ J A C O B S _ B & I \ M A Y U M I . R O U G H @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - U W P 1 0 0 . D W G S1-BT120-UWP100 FACILITY ID: Xrefs: xS1-BT120-CMN101 xBRT-CUD05-TB22x34 xS1-BT120-CMP001 xS1-BT120-CPP001 xS1-BT120-VSF100 xS1-BT120-USP001 xS1-BT120-UWP001 GB-SEAL-MR46378 xS1-BT120-UCN001 xS1-BT120-GZK020 xS1-BT120-VRX001 N SCALE IN FEET 0 (CUSTOM) 80 40 80 160 HA R D I E A V E S GRADY W A Y LA K E A V E S SR - 1 6 7 RAI N I E R A V E S NORTH DRIVEWAY SOUTH DRIVEWAY102 103 201 202 203 204 205 101 104 105 106 107 CROSS REFERENCING OF DRAWINGS BASE SHEET TITLE 1"=20' DRAWING SETS S1-BT120-UWP101 S1-BT120-UWP102 NOT USED S1-BT120-UWP104 S1-BT120-UWP105 S1-BT120-UWP106 NOT USED 101 102 103 104 105 106 107 CROSS REFERENCING OF DRAWINGS BASE SHEET TITLE 1"=20' DRAWING SETS S1-BT120-UWP201 S1-BT120-UWP202 S1-BT120-UWP203 S1-BT120-UWP204 S1-BT120-UWP205 201 202 203 204 205 AREA MAP 1" = 80' STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 UTILITIES WATER PLANS AREA PLAN AND GENERAL NOTES BT120-UWP100 BT120 210 1 M. ROUGH M. ROUGH M. STARLING M. ROUGH 0 12/10/2024 MR MS MR ISSUED FOR BID 1 06/13/2025 MR MS MR ADDENDUM#1 RTA/CN 0205-24 1"=80' A CoR Permit Revision - CNWD #001A10/24/2025 MSMR MR A A 10/24/2025 WATER UTILITY ABDOUL GAFOUR 11/12/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 WT R - 2 7 - 4 3 3 2 W-433201 A S P H A S P H H SD SD SSSSSSSSSSSS SS SS SS SS SS SD Y I E L D FH Y I E L D A S P H 4' WOOD FNC U S E C R O S S W A L K CW Y I E L D ARTWORK DRW SW ASPH C&G O E O E OE OE O E O E O E OE OE O E O E O E OE O E O E OE O E O E O E O E OE O E O E O E OEA S P H DRW E EE W E W V W V 3 W V W V W V W V H H H H H H H H H H H H H H H H 3H H H H H H H H H HH H HH H H H H H H ELEC VLT 4 E L E C V L T EL E C V L T E L E C V L T 3I R R G 2I R R G W M EEEEE E WWWWWW W W E W W FO E E E E E E E E E WWW W G G G E E E E E E E E E E E EE E E E E EEEEEEEEEE E E E E EE E E E E E E EE E E E E E E E E E E G G G G G G G G G G G F O FO FO F O FO FO F O F O FO FO F O FO FO F O F O F O FO F O F O FO FO F O F O W W W W FO FO FO FO FO FO FO FO FO FO FO FO FO F O FO FO FO FO FO FO SDSD SD S D S D SD SD SD SD SD SDSD SD SD SD SDSD S D SS SS SS SS SS SS SS S S S S S S S S EE E E E E E E E E E E E E E E E E E E E EEEEEEE E E E E E E E E E E E E FO FO FO FO FO FO FO FO FO FO F O FO FO FO FO FO FO X X X X X X X X X X X M I S C V A L V SSSSSSSSSSSSSSSSSSSS FO FO FO FO FO FO F O FO F O FO FO FO E E E FO FO FO FO FO FO WSDOT FOWSDOT F O E E U T I L V L T H H E E E E E 4' 9 " H H W W W W W 1 12" DI WATER SEE PROFILE 'A' ON BT120-UWV101 /////////////// /////// / / / / / / / / / / / / / / / / / / / / / / / EX. ROW (TYP) EX. PARCEL BOUNDARY (TYP) CL BT120-C-GRADYWAY RAINIER 200+96.38, 30.81' R 12" 45° BEND, RJxRJ RAINIER 200+44.72, 88.18' R 12" 11.25° BEND, RJxRJ S S RAINIER AVE S S G R A D Y W A Y RAINIER 201+24.65, 30.21' R 12" TEE, FL 32 32 47 G R A D Y 1 4 9 + 0 0 GRADY 150+00 G R A D Y 1 5 1 + 0 0 RAINIER 200+00 RAINIER 201+00 RAINIER 202+00 RAINIER 203+00 RAINIER 2 0 4 + 0 0 RAINIER STA 200+00.07 = GRADY STA 150+00.02 W W W W W 8 32 CONSTRUCTION NOTES: INSTALL WATER MAIN PER CITY OF RENTON STD. PLAN 300.0 INSTALL 12" POLYPIGGING STATION PER CITY OF RENTON STD. PLAN 300.7 INSTALL CONCRETE BLOCKING FOR HORIZONTAL FITTINGS PER CITY OF RENTON STD. PLAN 330.1 INSTALL GATE VALVE (FLXMJ) INSTALL 12"X12" TAPPING TEE (FL) AND 12" TAPPING GATE VALVE (FLXMJ) PER CITY OF RENTON STD. PLAN 300.6 1 32 36 8 47 1.SEE SHEET BT120-UWP100 FOR GENERAL NOTES. 2.SEE SHEET BT120-LRP101-205 FOR LANDSCAPE IRRIGATION PLAN. 3.SEE SHEET BT120 MPP121-321 FOR MECHANICAL- PLUMBING. GENERAL NOTES: N 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 UTILITIES WATER PLANS RAINIER STA 200+00 TO RAINIER STA 204+00 BT120-UWP101 BT120 211 1 M. ROUGH M. ROUGH M. STARLING M. ROUGH 0 12/10/2024 MR MS MR ISSUED FOR BID 1 06/13/2025 MR MS MR ADDENDUM#1 RTA/CN 0205-24 1"=20' N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 4 / 2 5 | 9: 2 7 A M | MR O U G H C: \ P W W O R K I N G \ J A C O B S _ B & I \ M A Y U M I . R O U G H @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - U W P 1 0 1 - 1 0 6 . D W G S1-BT120-UWP101-106 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BTP120-ASP001 xS1-BT120-VSF100 xS1-BTP120-UCN001 xS1-BT120-GZK020 xS1-BT120-UWP001 xS1-BT120-CPP001 xS1-BT120-RPP001 xS1-BT120-VRX001 xS1-BT120-CAP001 xS1-BT120-USP001 xS1-BT120-CDP001 dS1-BT120-UCV001 GB-SEAL-MR46378 xS1-BT120-GZK010 xS1-BT120-CZN002 MA T C H L I N E : R A I N I E R S T A 2 0 4 + 0 0 SE E D W G B T 1 2 0 - U W P 1 0 2 MATCHLI N E : G R A D Y S T A 1 5 1 + 0 0 SEE DWG B T 1 2 0 - U W P 1 0 4 MATCH L I N E SEE D W G B T 1 2 0 - U W P 2 0 5 MATCHLINE SEE DWG BT120-UWP205 103 106 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRA D Y WAY 105 101 104 102 KEY MAP 107 1 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT120-RPP201-BT120-RPP205 1 1 1 6/12/2025 WATER UTILITY ABDOUL GAFOUR 11/12/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 WT R - 2 7 - 4 3 3 2 W-433202 S I G N SIGN S I G N A S P H A S P H A S P H U T H H H H V L T V L T V L T V L T S SW EXTR C O N C C U R B S D S D SS S S SD SD SD SD SD SD SD SD S D 3 5 M P H DRW ASPH C&G E C O EE E E WV 3WV WV W V 3 W V W V WV HH HH HH HH HH HH HH HH H H HH H H ELEC VLT E L E C V L T 2IRRG GV G V WM G G FO FO FO FO FO E E E E E E E G G G G G E E E E E E E E E E E E E E E G G G G G G FO FO FO FO FO FO FO FO FO SDSD FO F O FO FO FO FO FO FO FO FO FO FO FO FO FO FO SD SD SD SDSDSD SD SD SD SD SD SD SD SD SDSD SD SD SD SD SD SD SD SD SD E E E E E E E E F O FO F O FO F O FO SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS F O FO F O F O FO F O W W W SS SS SS SD SD SD SD C C C C C C C C C G V I R R G G G 4 0 4 ED (TYP.) ED (TYP.) HARD I E A V E S W 1 RAINIER AVE S RAINIER 205+91.56, 38.60' R N T C 5 0 9 + 5 3 N TC 510+00 S TC 609+53 S TC 610+00 HA R D I E 3 1 0 + 0 0 HAR D I E 3 0 9 + 0 0 HA R D I E 3 1 0 + 0 0 RAINIER 2 0 4 + 0 0 RAINIER 205+ 0 0 RAINIER 206+00 RAINIER 207+00 RAINIER 2 0 8 + 0 0 RAINI E R 2 0 9 + 0 0 S TC 610+43.02, 2.61' R 12" TEE, FLxFL CONSTRUCTION NOTES: INSTALL CAP AND THRUST BLOCK PER CITY OF RENTON STD. PLAN 330.1 ADJUST METER OR VALVE TO GRADE INSTALL GATE VALVE (FLXRJ) INSTALL CONCRETE BLOCKING FOR HORIZONTAL FITTINGS PER CITY OF RENTON STD. PLAN 330.1 INSTALL CONNECTION TO WATER MAIN CUT-IN TEE (BY CITY FORCES) PER CITY OF RENTON STD. PLAN 300.3 7 13 30 32 35 1.SEE SHEET BT120-UWP100 FOR GENERAL NOTES. 2.SEE SHEET BT120-LRP101-205 FOR LANDSCAPE IRRIGATION PLAN. 3.SEE SHEET BT120 MPP121-321 FOR MECHANICAL- PLUMBING. GENERAL NOTES: N 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 UTILITIES WATER PLANS RAINIER STA 204+00 TO RAINIER STA 208+50 BT120-UWP102 BT120 212 1 M. ROUGH M. ROUGH M. STARLING M. ROUGH 0 12/10/2024 MR MS MR ISSUED FOR BID 1 06/13/2025 MR MS MR ADDENDUM#1 RTA/CN 0205-24 1"=20' N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 2 / 2 5 | 3: 4 3 P M | MR O U G H C: \ P W W O R K I N G \ J A C O B S _ B & I \ M A Y U M I . R O U G H @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - U W P 1 0 1 - 1 0 6 . D W G S1-BT120-UWP101-106 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BTP120-ASP001 xS1-BT120-VSF100 xS1-BTP120-UCN001 xS1-BT120-GZK020 xS1-BT120-UWP001 xS1-BT120-CPP001 xS1-BT120-RPP001 xS1-BT120-VRX001 xS1-BT120-CAP001 xS1-BT120-USP001 xS1-BT120-CDP001 GB-SEAL-MR46378 xS1-BT120-GZK010 xS1-BT120-CZN002 xS1-BT120-CZN003 EX. PARCEL BOUNDARY (TYP) EX. ROW (TYP) CL BT120-C-CENISLN CL BT120-C-RAINIERS CL BT120-C-HARDIESW 13 13 13 7 103 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRAD Y WAY 105 101 104 102 106 KEY MAP 107 MA T C H L I N E : N O T U S E D T H I S S E R I E S M A T C H L I N E : R A I N I E R S T A 2 0 4 + 0 0 S E E D W G B T 1 2 0 - U W P 1 0 1 MATCHLINE: SEE DWG BT120-UWP203 MATCHLINE: SEE DWG BT120-UWP201 30 30 32 2-12" 1-12" 35 A CoR Permit Revision - CNWD #001MRMRMS10/24/2025A A 10/24/2025 WATER UTILITY ABDOUL GAFOUR 11/12/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 WT R - 2 7 - 4 3 3 2 W-433203 X X X XXXXXXXXXX X X X X X CONC ASPH ASPH ASPH ASPH ASPH ASPH VLT SS SS SS SS SS SS SS SS S S SD SW YIELD A R T W O R K ASPH C&G OE OE OE OE OE OE OE OE ASPH SW SWE E HH HH 2 HH HH 2ELEC VLT E E E E E E E E E E E E E E E EEE E EEEEE E E E E E E E E E E E FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO W W W W SD SD SD SD SD SD SD SD SD SD SD SD FO FO FO FO FO FO FO FO FO FO FO SD SD S D FO FO FO OEOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE SD SD SL FO FO FO FO FO FO FO SS SS SS SS SS SS SS SS SS SS SS FO VLT 400 W W E E E E E CCCC C&G WV WV C C EXTRUDED CURB SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD 6'11" 8' 1 1 " ED (TYP.) SD SD SD SD SD SD SD SD SD 2 WV HH S D S D S GRADY WAY WWWWWWWWWWWWWWWWWWWWWWW W WWWWWWWWWWW W 1 ////////////////////// SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 5 GRADY 151+14.99, 12.00' L 12" 22.5° BEND, RJxRJ GRADY 151+01.02, 17.79' L =RAINIER 200+41.21 93.94' RT 12" 22.5° BEND, RJxRJ GRADY 155+44.48, 12.05' L 12"x8" TEE, FLxFL GRADY 154+39.00, 12.04' L GRADY 154+88.06, 12.05' L 12" 11.25° V BEND, RJxRJ GRADY 154+98.54, 12.05' L 12" 11.25° V BEND, RJxRJ GRADY 155+20.61, 12.05' L 12" 11.25° V BEND, RJxRJ GRADY 155+31.43, 12.05' L 12" 11.25° V BEND, RJxRJ 30 37 32 30 32 GRADY 154+39.04, 17.02' L 6" 22.5° V BEND, RJxRJ GRADY 154+39.04, 19.57' L 6" 22.5° V BEND, RJxRJ 37 12 ' GRADY 151+00 GRADY 152+00 GRADY 153+00 GRADY 154+00 GRADY 155+00 GRADY 156+00 7 GRADY 155+44.48, 9.41' L 8" 45° HORIZONTAL BEND W/ VERTICAL ROTATION, RJxRJ GRADY 155+47.24, 6.64' L 8" 45° HORIZONTAL BEND W/ VERTICAL ROTATION, RJxRJ 32 32 GRADY 155+47.16, 4.64' L 39 4041 40 GRADY 155+62.46, 12.03' L 43 42 GRADY 155+57.46, 12.03' L GRADY 155+57.46, 31.53' L WWWWWWWWWWWWWWWWWWWWWWW W WWWWWWWWWWW W GRADY 155+62.46, 31.53' L CONSTRUCTION NOTES: INSTALL WATER MAIN PER CITY OF RENTON STD. PLAN 300.0 INSTALL FIRE HYDRANT, 12"X6" TEE (FLXRJ), 6" GATE VALVE (FLXRJ), AND CONC BLOCK PER CITY OF RENTON STD. PLAN 310.1 INSTALL CAP AND THRUST BLOCK PER CITY OF RENTON STD. PLAN 330.1 INSTALL GATE VALVE (FLXRJ) INSTALL CONCRETE BLOCKING FOR HORIZONTAL FITTINGS PER CITY OF RENTON STD. PLAN 330.1 INSTALL CONCRETE BLOCKING FOR VERTICAL FITTINGS WITH RESTRAINED JOINTS PER CITY OF RENTON STD. PLAN 330.3 INSTALL 8" SLEEVE (RJ). CONNECT TO EXISTING 8" WATER MAIN (BY CITY FORCES). INSTALL 3/4" GROUND HYDRANT SET FLUSH IN FINISHED GROUND. SEE SHEET BT120-UWD101 FOR GROUND HYDRANT DETAIL. 1 5 30 32 37 39 7 40 1.SEE SHEET BT120-UWP100 FOR GENERAL NOTES. 2.SEE SHEET BT120-LRP101-205 FOR LANDSCAPE IRRIGATION PLAN. 3.SEE SHEET BT120 MPP121-321 FOR MECHANICAL- PLUMBING. GENERAL NOTES: INSTALL 1" NON-POTABLE WATER PIPE AT A MINIMUM DEPTH OF 36" INSTALL 1 1/2" WATER SERVICE IN PLANTING STRIP WITH 1 1/2" WATER METER PER CITY OF RENTON STD. PLAN 320.2. SEE SHEET BT120-LRP101-205 FOR BACKFLOW PREVENTER. INSTALL 2" WATER SERVICE IN ROW BEHIND SIDEWALK WITH 2" WATER METER PER CITY OF RENTON STD. PLAN 320.3. SEE SHEET BT120-LRP101-205 FOR BACKFLOW PREVENTER. 41 42 43 N 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 UTILITIES WATER PLANS GRADY STA 151+00 TO GRADY STA 156+50 BT120-UWP104 BT120 213 1 M. ROUGH M. ROUGH M. STARLING M. ROUGH 0 12/10/2024 MR MS MR ISSUED FOR BID 1 06/13/2025 MR MS MR ADDENDUM#1 RTA/CN 0205-24 1"=20' N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 3 / 2 5 | 11 : 5 0 A M | MR O U G H C: \ P W W O R K I N G \ J A C O B S _ B & I \ M A Y U M I . R O U G H @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - U W P 1 0 1 - 1 0 6 . D W G S1-BT120-UWP101-106 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BTP120-ASP001 xS1-BT120-VSF100 xS1-BTP120-UCN001 xS1-BT120-GZK020 xS1-BT120-UWP001 xS1-BT120-CPP001 xS1-BT120-RPP001 xS1-BT120-VRX001 xS1-BT120-CAP001 xS1-BT120-USP001 xS1-BT120-CDP001 GB-SEAL-MR46378 xS1-BT120-GZK010 xS1-BT120-CZN002 xS1-BT120-CZN003 MA T C H L I N E : G R A D Y S T A 1 5 6 + 5 0 SE E D W G B T 1 2 0 - U W P 1 0 5 MA T C H L I N E : G R A D Y S T A 1 5 1 + 0 0 SE E D W G B T 1 2 0 - U W P 1 0 1 MATCHLINE: SEE DWG BT120-UWP204 12" DI WATER SEE PROFILE 'B' ON SHEET BT120-UWV101 SEE PROFILE 'A' ON BT120-UWV103 FOR HYDRANT PROFILE MATCHLINE: SEE DWG BT120-UWP205 103 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRAD Y WAY 105 101 104 102 106 KEY MAP 107 1-12" 12" DI WATER SEE PROFILE 'B' ON SHEET BT120-UWV105 1-12" 1-8" A CoR Permit Revision - CNWD #001MRMRMS10/24/2025A A A UPDATES TO ROW AND SEWER SEE SHEETS BT120-RPP104 BT120-RPP201-BT120-RPP205 BT120-USP102,BT120-USP104 BT120-USP201-USP202 BT120-USP204-USP205 A INSTALL ETHAFOAM PAD BETWEEN WATER AND SD PIPES A 10/24/2025 WATER UTILITY ABDOUL GAFOUR 11/12/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 WT R - 2 7 - 4 3 3 2 W-433204 X X ASPH UT VLT S D S D SW C C C C C C C C C C C E EEEEEE T TS HH HH HH HHHH HH TMH VLT TS VLT HH VLT HH E EEEEEEEEEEE E E E E E E E E E FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO SDSDSDSD SD SD SD SD SD SD SD SD SD SD SD SD SD FO FO FO HH HH X X X X X X X X LOAD LIMIT USE CROSS W A L K SW PARK & RIDE USE CROSS W A L K X X X X 2' FNC C&G GATE / / 6' CL E F ASPH SW MAZD A SIGN C&G SW SW SW C&G /////////// / / / ////////////// / // OE OE OE OE OE OE OE OE OE OE OE OE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE OE OE OE OE OE OE OE OE OE OE OE OE OE SHELT E R CANO P Y EOP EOP SD SD SD SD SD SD SL FO FO FO FO FO FO FO FO FO FO FO SS EEEEE 7'11" DP11' DP 4'9" DP 4'9" DP 13'6" DP 6'3" DP 5'8" DP 12'6" DP13'6" DP11'6" DP 10' DP CCCCCC E SD SD SDHH 4'2" DP 2'4" DP 12' DP ED (TYP.) MW EL=26.4 3 SD SD HH S GRADY WAY WWWWWWW WWW 1 7 SS SS SS SS SS SS S S GRADY 158+12.32, 12.08' L GRADY 158+02.32, 12.09' L 5 12 ' LAKE 399+48 LAKE 400+00 LAK E 4 0 1 + 0 0 GRADY 160+46GRADY 157+00 GRADY 158+00 GRADY 159+00 GRADY 160+00 RAILAKDW 722+12 RAILAK D W 7 1 9 + 0 0 RAILAKDW 7 2 0 + 0 0 RAILA K D W 7 2 1 + 0 0 RAILAKDW STA 722+12.21 = LAKE STA 401+91.32 4041 WWWWWWW WWW 8 CONSTRUCTION NOTES: INSTALL WATER MAIN PER CITY OF RENTON STD. PLAN 300.0 INSTALL FIRE HYDRANT, 12"X6" TEE (FLXRJ), 6" GATE VALVE (FLXRJ), AND CONC BLOCK PER CITY OF RENTON STD. PLAN 310.1 INSTALL CAP AND THRUST BLOCK PER CITY OF RENTON STD. PLAN 330.1 INSTALL 12" POLYPIGGING STATION PER CITY OF RENTON STD. PLAN 300.7 INSTALL 3/4" GROUND HYDRANT SET FLUSH IN FINISHED GROUND. SEE SHEET BT120-UWD101 FOR GROUND HYDRANT DETAIL. INSTALL 1" NON-POTABLE WATER PIPE AT A MINIMUM DEPTH OF 36" 1 7 5 8 40 41 1.SEE SHEET BT120-UWP100 FOR GENERAL NOTES. 2.SEE SHEET BT120-LRP101-205 FOR LANDSCAPE IRRIGATION PLAN. 3.SEE SHEET BT120 MPP121-321 FOR MECHANICAL- PLUMBING. GENERAL NOTES: N 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 UTILITIES WATER PLANS GRADY STA 156+50 TO GRADY STA 160+46.15 BT120-UWP105 BT120 214 1 M. ROUGH M. ROUGH M. STARLING M. ROUGH 0 12/10/2024 MR MS MR ISSUED FOR BID 1 06/13/2025 MR MS MR ADDENDUM#1 RTA/CN 0205-24 1"=20' N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 2 / 2 5 | 3: 4 3 P M | MR O U G H C: \ P W W O R K I N G \ J A C O B S _ B & I \ M A Y U M I . R O U G H @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - U W P 1 0 1 - 1 0 6 . D W G S1-BT120-UWP101-106 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BTP120-ASP001 xS1-BT120-VSF100 xS1-BTP120-UCN001 xS1-BT120-GZK020 xS1-BT120-UWP001 xS1-BT120-CPP001 xS1-BT120-RPP001 xS1-BT120-VRX001 xS1-BT120-CAP001 xS1-BT120-USP001 xS1-BT120-CDP001 GB-SEAL-MR46378 xS1-BT120-GZK010 xS1-BT120-CZN002 xS1-BT120-CZN003 MATC H L I N E SEE D W G B T 1 2 0 - U W P 2 0 4 LAK E A V E S CL BT120-C-LAKEAVES CL BT120-C-GRADYWAY MA T C H L I N E : G R A D Y S T A 1 5 6 + 5 0 SE E D W G B T 1 2 0 - U W P 1 0 4 12" DI WATER SEE PROFILE 'C' ON SHEET BT120-UWV101 103 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRAD Y WAY 101 104 102 105 106 KEY MAP 107 MATCHLINE: LAKE STA 401+50 SEE DWG BT120-UWP106 SEE PROFILE 'E' ON BT120-UWV103 FOR HYDRANT PROFILE A CoR Permit Revision - CNWD #001MRMRMS10/24/2025A A 10/24/2025 WATER UTILITY ABDOUL GAFOUR 11/12/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 WT R - 2 7 - 4 3 3 2 W-433205 ASPH SD SD SD SD SD SD SD SD SD E H H 2W V H H E L E C V L T H H H H E E E SD SD SD SD SDX X X XX X X X X X X X X XXXXXXXXXX 5 . 5 ' C L E F PP S I G N C&G C&G 6' CLEF SW SW SW SW S W 2 B L R D OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE EOPEOP 1 5 M P H S I G N S D S D 4 1 8 H H 2 W M E L E C V L T H A N D I C A P N O P A R K F I R E L A N E W V E L E C P E D G R O U N D R O D S T O P S I G N B U S IN F O 6 " T R E E 3 0 ' D L N S O U T H R E N T O N 1. 5 ' R E T W A L L P L A N T E R S D S D SD SD ^ ^ ^ ^ ^ ^ ^ W W S TC 618+36.47, 7.00' R S TC 618+31.68, 7.00' R LAKE 402+00 LAKE 403+00 LAKE 404+00 LA K E 4 0 5 + 0 0 N T C 5 1 8 + 7 5 N T C 5 1 8 + 0 0 S TC 619+04 S T C 6 1 8 + 0 0 S T C 6 1 9 + 0 0 RAILAKDW 722+12 R A I L A K D W 7 2 1 + 0 0 RAILAKDW 722+00 LAKE 404+93.68, 18.09' RT W W S TC 618+16.16, 7.00' R END PIPE CASING CONSTRUCTION NOTES: INSTALL WATER MAIN PER CITY OF RENTON STD. PLAN 300.0 INSTALL FIRE HYDRANT, 12"X6" TEE (FLXRJ), 6" GATE VALVE (FLXRJ), AND CONC BLOCK PER CITY OF RENTON STD. PLAN 310.1 INSTALL CAP AND THRUST BLOCK PER CITY OF RENTON STD. PLAN 330.1 INSTALL 12" POLYPIGGING STATION PER CITY OF RENTON STD. PLAN 300.7 INSTALL STEEL PIPE CASING PER CITY OF RENTON STD. PLAN 300.8 INSTALL FIRE HYDRANT PER CITY OF RENTON STD. PLAN 310.1 AND CONNECT TO THE EXISTING TEE 1 5 8 33 7 46 1.SEE SHEET BT120-UWP100 FOR GENERAL NOTES. 2.SEE SHEET BT120-LRP101-205 FOR LANDSCAPE IRRIGATION PLAN. 3.SEE SHEET BT120 MPP121-321 FOR MECHANICAL- PLUMBING. GENERAL NOTES: N 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 UTILITIES WATER PLAN LAKE STA 401+50 TO LAKE STA 405+50 BT120-UWP106 BT120 215 1 M. ROUGH M. ROUGH M. STARLING M. ROUGH 0 12/10/2024 MR MS MR ISSUED FOR BID 1 06/13/2025 MR MS MR ADDENDUM#1 RTA/CN 0205-24 1"=20' N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 2 / 2 5 | 3: 4 4 P M | MR O U G H C: \ P W W O R K I N G \ J A C O B S _ B & I \ M A Y U M I . R O U G H @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - U W P 1 0 1 - 1 0 6 . D W G S1-BT120-UWP101-106 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BTP120-ASP001 xS1-BT120-VSF100 xS1-BTP120-UCN001 xS1-BT120-GZK020 xS1-BT120-UWP001 xS1-BT120-CPP001 xS1-BT120-RPP001 xS1-BT120-VRX001 xS1-BT120-CAP001 xS1-BT120-USP001 xS1-BT120-CDP001 GB-SEAL-MR46378 xS1-BT120-GZK010 xS1-BT120-CZN002 xS1-BT120-CZN003 MAT C H L I N E : L A K E S T A 4 0 1 + 5 0 SEE D W G B T 1 2 0 - U W P 1 0 5 EX. PARCEL BOUNDARY (TYP) CL BT120-C-LAKEAVES CL BT120-C-RAILAKDW MATCHLINE: SEE DWG BT120-UWP204 MATCHLINE: SEE DWG BT120-UWP202 46 12" DI WATER SEE PROFILE 'B' ON SHEET BT120-UWV102 103 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRAD Y WAY 105 101 104 102 106 KEY MAP 107 MATCHLINE: NOT USED THIS SERIES 7 EX WATER MAIN TO REMAIN IN PLACE 5 8 1 33 SEE PROFILE 'F' ON BT120-UWV103 FOR HYDRANT PROFILE A CoR Permit Revision - CNWD #001MRMRMS10/24/2025A A SEE PROFILE 'C' ON BT120-UWV103 FOR HYDRANT PROFILE A A A 10/24/2025 WATER UTILITY ABDOUL GAFOUR 11/12/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 WT R - 2 7 - 4 3 3 2 W-433206 SD SD SIGN VLT D R W CO W W W W W FO FO FO FO FO W W W W HH E E E E E C C CSD SD SD SD SD SD SD SD X X XXX X X X X X X X X X X X X X X X X X X CONC SD SD E E E E E E E E E E E E E S S S S S S EEEEEEEE G E E E E E E E E E E E E E E C C C C C C C C C C 1' 1 1 " D P 1' 7 " D P 2' 9 " D P 2' 1 " D P 1' 9 " D P 1' 6 " D P 2 ' 1 " D P 2 ' 3 " D P 4'6" DP 3'5" DP 3' 9 " D P 2 ' 2 " D P 2' 4 " D P 5' 8 " D P 8' 6 " D P 9 ' 1 1 " D P 1 0 ' D P 5 ' 1 0 " D P 1 0 ' D P 1' 8 " D P 2' D P 2' 6 " D P 2' 2 " D P 1' 9 " D P 1' D P 3' D P 3' D P 3 ' D P 2 ' 5 " D P 2 ' 6 " D P 1' D P 12 " W AB A N - W AB A N - W 2'5" D P 3'10" 4'1"4'9" 7 " 4'1" 3'11" 5 ' 9 " 2'1 " 1'1 1 " 1'9" 2'1 " 1'8 " 4'7" 3'11" 3'7" 3'1 1 " 1 0 " 1'9" 1'7" 5 " 2 ' 1 " 1' 1 1 " 9" 2'4" 4 ' 1 1 " 5' 1 1 " 6'8" 6'11 " 3'10 " 1'6" 4'1"4'2" 4'7" 5'9" 5'8" 4'8 " 5' 1 1 " SS SS SS SS SS SS SS SS SS SS SS S S 3'1 0 " 4'0" 4'3"4'6" 4'11"5'0" 5'5" 6'0" 6'3" 6'6" 7 ' 0 " 7 ' 2 " 1 ^ ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ ^ ^ W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W S S S S S S SS 7 N TC 514+03.79, 13.49' L CONNECT TO EXISTING MAIN 5 43 S TC 613+75.17, 18.53' R S TC 613+91.12, 3.83' R RA I N I E R A V E S S TC 612+87.67, 2.99' R 12" 11.25° V BEND, RJxRJ 37 N TC 514+00.29, 7.67' L 8" 22.5° BEND, RJxRJ N TC 513+99.05, 4.88' R 8" 11.25° BEND, RJxRJ 7S TC 610+48.31, 2.71' R BEGIN PIPE CASING S TC 610+74.83, 2.98' R BEGIN PIPE CASING S TC 610+94.83, 3.00' R END PIPE CASING S TC 612+78.38, 3.00' R END PIPE CASING S TC 612+58.38, 3.00' R BEGIN PIPE CASING S TC 613+75.58, 3.01' R S TC 610+62.31, 2.96' R END PIPE CASING S TC 612+80.96, 3.02' R 12" 11.25° V BEND, RJxRJ 33 33 33 N TC 511+00 N TC 512+00 N TC 513+00 N TC 514+00 S TC 611+00 S TC 612+00 S TC 613+00 S TC 614+00 4140 40 40 41 414040 40 S TC 613+39.00, 2.99' R END PIPE CASING S TC 613+19.00, 2.99' R BEGIN PIPE CASING 33 CONSTRUCTION NOTES: 1 INSTALL WATER MAIN PER CITY OF RENTON STD. PLAN 300.0 INSTALL FIRE HYDRANT, 12"X6" TEE (FLXRJ), 6" GATE VALVE (FLXRJ), AND CONC BLOCK PER CITY OF RENTON STD. PLAN 310.1 INSTALL CAP AND THRUST BLOCK PER CITY OF RENTON STD. PLAN 330.1 INSTALL GATE VALVE (FLXRJ) INSTALL CONCRETE BLOCKING FOR HORIZONTAL FITTINGS PER CITY OF RENTON STD. PLAN 330.1 INSTALL STEEL PIPE CASING PER CITY OF RENTON STD. PLAN 300.8 INSTALL 3/4" GROUND HYDRANT SET FLUSH IN FINISHED GROUND. SEE SHEET BT120-UWD101 FOR GROUND HYDRANT DETAIL. INSTALL 1" NON-POTABLE WATER PIPE AT A MINIMUM DEPTH OF 36" INSTALL 2" WATER SERVICE IN ROW BEHIND SIDEWALK WITH 2" WATER METER PER CITY OF RENTON STD. PLAN 320.3 5 7 30 32 33 40 41 43 1.SEE SHEET BT120-UWP100 FOR GENERAL NOTES. 2.SEE SHEET BT120-LRP101-205 FOR LANDSCAPE IRRIGATION PLAN. 3.SEE SHEET BT120 MPP121-321 FOR MECHANICAL- PLUMBING. GENERAL NOTES: N 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 UTILITIES WATER PLANS S RENTON TRANSIT CENTER BT120-UWP201 BT120 216 1 M. ROUGH M. ROUGH M. STARLING M. ROUGH 0 12/10/2024 MR MS MR ISSUED FOR BID 1 06/13/2025 MR MS MR ADDENDUM#1 RTA/CN 0205-24 1"=20' N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 2 / 2 5 | 3: 4 4 P M | MR O U G H C: \ P W W O R K I N G \ J A C O B S _ B & I \ M A Y U M I . R O U G H @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - U W P 2 0 1 - 2 0 5 . D W G S1-BT120-UWP201-205 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-VSF100 xS1-BTP120-UCN001 xS1-BT120-GZK020 xS1-BT120-UWP001 xS1-BT120-CPP001 xS1-BT120-RPP001 xS1-BT120-VRX001 xS1-BT120-CAP001 xS1-BT120-USP001 xS1-BT120-CDP001 xS1-BT120-APP211 dS1-BT120-UCV001 GB-SEAL-MR46378 xS1-BT120-GZK010 xS1-BT120-CZN002 xS1-BT120-CZN003 12" DI WATER MAIN. SEE PROFILE 'A' ON SHEET BT120-UWV102 FOR WATER MAIN PROFILE MATCHLINE: SEE DWG BT120-UWP203 MA T C H L I N E : SE E D W G B T 1 2 0 - U W P 1 0 2 8" DI WATER MAIN. SEE PROFILE 'A' ON SHEET BT120-UWV105 FOR WATER MAIN PROFILE 103 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRAD Y WAY 105 101 104 102 201 SEE PROFILE 'D' ON BT120-UWV103 FOR HYDRANT PROFILE 2" SERVICE LINE FF=28.17 106 KEY MAP 107 MATCHLINE: NOT USED THIS SERIES SOUTH DRIVEWAY NORTH DRIVEWAY 32 FOR PRIVATE GROUND HYDRANTS MA T C H L I N E : S E E D W G B T 1 2 0 - U W P 2 0 2 A CoR Permit Revision - CNWD #001 A MRMRMS10/24/2025A A A A UPDATES TO ROW AND SEWER SEE SHEETS BT120-RPP104 BT120-RPP201-BT120-RPP205 BT120-USP102,BT120-USP104 BT120-USP201-USP202 BT120-USP204-USP205 A 10/24/2025 CONDITION OF APPROVAL #11: 2" RPBA BACKFLOW PREVENTION ASSEMBLY PER CITY STANDARDPAN NO. 360.1 REQUIRED BEHIND 2" WATER METER SEVING PRIVATE GROUND HYDRANTS WATER UTILITY ABDOUL GAFOUR 11/12/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 WT R - 2 7 - 4 3 3 2 W-433207 SD WW FO FO FO EE E E E E E E E E E E W W W W W S D S D S D S D SD X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE SD SD S D E 2'1 0 " 2'3 " 1' 10" 8"10" 5' 9 " 5'8 "4'8 " 5'1 1 " 3' 1 1 " 4'1 " S S SS S S SS SS 6' 0 " 6' 3 " 6' 6 " 7'0 " 7' 2 " 7' 9 " ^ ^ ^ ^ ^ ^ ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS 13 1 N TC 514+03.79, 13.49' L CONNECT TO EXISTING MAIN S TC 614+12.33, 8.30' R 12" 45° BEND, RJxRJ S TC 612+87.67, 2.99' R 12" 11.25° V BEND, RJxRJ S TC 617+94.47, 7.00' R 12" 22.5° V BEND, RJxRJ S TC 617+86.64, 7.00' R 12" 22.5° V BEND, RJxRJ 37 N TC 513+99.05, 4.88' R 8" 11.25° BEND, RJxRJ S TC 614+26.55, 7.05' R 12"x8" TEE, FLxFL 33 N TC 513+99.86, 13.49' R END PIPE CASING S TC 614+26.47, 12.50' L BEGIN PIPE CASING S TC 617+96.16, 7.00' R BEGIN PIPE CASING S TC 613+75.58, 3.01' R 33 N TC 514+00 N TC 515+00 N TC 516+00 N TC 517+00 S TC 615+00 S TC 616+00 S TC 617+00 S TC 618+00 32 32 30 40 41 40 40 1 INSTALL WATER MAIN PER CITY OF RENTON STD. PLAN 300.0 ADJUST METER OR VALVE TO GRADE INSTALL GATE VALVE (FLXRJ) INSTALL CONCRETE BLOCKING FOR HORIZONTAL FITTINGS PER CITY OF RENTON STD. PLAN 330.1 INSTALL STEEL PIPE CASING PER CITY OF RENTON STD. PLAN 300.8 INSTALL CONCRETE BLOCKING FOR VERTICAL FITTINGS WITH RESTRAINED JOINTS PER CITY OF RENTON STD. PLAN 330.3 INSTALL 3/4" GROUND HYDRANT SET FLUSH IN FINISHED GROUND. SEE SHEET BT120-UWD101 FOR GROUND HYDRANT DETAIL. INSTALL 1" NON-POTABLE WATER PIPE AT A MINIMUM DEPTH OF 36" 13 CONSTRUCTION NOTES: 30 32 33 37 40 41 1.SEE SHEET BT120-UWP100 FOR GENERAL NOTES. 2.SEE SHEET BT120-LRP101-205 FOR LANDSCAPE IRRIGATION PLAN. 3.SEE SHEET BT120 MPP121-321 FOR MECHANICAL- PLUMBING. GENERAL NOTES: N 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 UTILITIES WATER PLANS S RENTON TRANSIT CENTER BT120-UWP202 BT120 217 1 M. ROUGH M. ROUGH M. STARLING M. ROUGH 0 12/10/2024 MR MS MR ISSUED FOR BID 1 06/13/2025 MR MS MR ADDENDUM#1 RTA/CN 0205-24 1"=20' N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 2 / 2 5 | 3: 4 4 P M | MR O U G H C: \ P W W O R K I N G \ J A C O B S _ B & I \ M A Y U M I . R O U G H @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - U W P 2 0 1 - 2 0 5 . D W G S1-BT120-UWP201-205 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-VSF100 xS1-BTP120-UCN001 xS1-BT120-GZK020 xS1-BT120-UWP001 xS1-BT120-CPP001 xS1-BT120-RPP001 xS1-BT120-VRX001 xS1-BT120-CAP001 xS1-BT120-USP001 xS1-BT120-CDP001 xS1-BT120-APP211 dS1-BT120-UCV001 GB-SEAL-MR46378 xS1-BT120-GZK010 xS1-BT120-CZN002 xS1-BT120-CZN003 MA T C H L I N E : SE E D W G B T 1 2 0 - U W P 2 0 1 MATCHLINE: SEE DWG BT120-UWP204 MA T C H L I N E : SE E D W G B T 1 2 0 - U W P 1 0 6 WATER MAIN TO BE REMOVED. SEE SHEET BT120-UCP204 12 IN. DI WATER SEE PROFILE 'B' ON SHEET BT120-UWV102 FOR WATER MAIN PROFILE 103 201 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRAD Y WAY 105 101 104 102 202 106 KEY MAP 107 SOUTH DRIVEWAY NORTH DRIVEWAY 8" DI WATER MAIN. SEE PROFILE 'A' ON SHEET BT120-UWV105 FOR WATER MAIN PROFILE 2-12" 1-8" INSTALL ETHAFOAM PAD BETWEEN WATER AND SD PIPES A CoR Permit Revision - CNWD #001MRMRMS10/24/2025A A A A UPDATES TO ROW AND SEWER SEE SHEETS BT120-RPP104 BT120-RPP201-BT120-RPP205 BT120-USP102,BT120-USP104 BT120-USP201-USP202 BT120-USP204-USP205 A 10/24/2025 WATER UTILITY ABDOUL GAFOUR 11/12/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 WT R - 2 7 - 4 3 3 2 W-433208 CO CONC SD 8" VC D R W E GV 2VLTS E E E E W W W W C C C C C C C C C C C C C E E E EE E E E E E E E SD SD SD SD X X X X X X X X X X X X X X X X X X X X X X X X X X X SD FO FO FO FO FO FO FO FO FO EE E E E E E E E E F O F O F O F O F O F O F O FO S S S S S S S S S S S S EE E E E E E E E E E E E E E C C C W 2 ' 3 " D P 2 ' 1 " D P 2 ' 3 " D P 1 ' 1 1 " D P 1 ' 1 1 " D P 1 ' 1 1 " D P 2 ' 5 " D P 1 ' 8 " D P 2 ' D P 5' 1 0 " D P 10 ' D P 2 ' 6 " D P 2 ' 2 " D P 2 ' 6 " D P 2 ' 5 " D P 2 ' 7 " D P 2 ' 8 " D P 2 ' 1 " D P 1 2 " W 2'2" D P 2' DP 1'11" D P 1'5" D P BROA D B A N D VAULT 1' DP 2'8" D P 1' 4'3" 3'9" 4'7" 1'7" 2'4" 3'1" 2'11" 3'3" 3'11" 3' 5' 2 " 4' 1 " 4'7" 2'11" 2'9" 1'4" 1'7" 2 ' 9 " 2 ' 1 " 2'7" 2'11" 2'2 " 2'1 1 " 1'9 " 1 ' 5 " 1' 7 " 1'7" 2'11" 2'1" 2' 2'3" 1'9" 1 ' 6 " 1' 8 " 1'7 " 1' 7 " 1'6 " 1'6" 1' 2 " 1' 4 " 1'5 " 2' 6' 3 " 5' 4 " 5' 3 " 4' 9 " 5'7" 3'10" 8'6" 10'0 " 10'7 " SS SS SS SS SS SS W W W W W W W W W W W W WW W 52 SS SS SS SSCO CO R A I N I E R A V E S S TC 613+73.43, 84.11' R 12" 11.25° V BEND, RJxRJ RAILAKDW 716+00 40 41 41 40 41 40 1.SEE SHEET BT120-UWP100 FOR GENERAL NOTES. 2.SEE SHEET BT120-LRP101-205 FOR LANDSCAPE IRRIGATION PLAN. 3.SEE SHEET BT120 MPP121-321 FOR MECHANICAL- PLUMBING. GENERAL NOTES:CONSTRUCTION NOTES: INSTALL 3/4" GROUND HYDRANT SET FLUSH IN FINISHED GROUND. SEE SHEET BT120-UWD101 FOR GROUND HYDRANT DETAIL. INSTALL 1" NON-POTABLE WATER PIPE AT A MINIMUM DEPTH OF 36" INSTALL FIRE HYDRANT, 12"X6" TAPPING TEE (FLXRJ), 6" GATE VALVE (FLXRJ), AND CONC BLOCK PER CITY OF RENTON STD. PLAN 310.1 AND 300.6 40 41 52 N 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 UTILITIES WATER PLAN S RENTON TRANSIT CENTER BT120-UWP203 BT120 218 1 M. ROUGH M. ROUGH M. STARLING M. ROUGH 0 12/10/2024 MR MS MR ISSUED FOR BID 1 06/13/2025 MR MS MR ADDENDUM#1 RTA/CN 0205-24 1"=20' N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 3 / 2 5 | 11 : 5 0 A M | MR O U G H C: \ P W W O R K I N G \ J A C O B S _ B & I \ M A Y U M I . R O U G H @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - U W P 2 0 1 - 2 0 5 . D W G S1-BT120-UWP201-205 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-VSF100 xS1-BTP120-UCN001 xS1-BT120-GZK020 xS1-BT120-UWP001 xS1-BT120-CPP001 xS1-BT120-RPP001 xS1-BT120-VRX001 xS1-BT120-CAP001 xS1-BT120-USP001 xS1-BT120-CDP001 xS1-BT120-APP211 dS1-BT120-UCV001 GB-SEAL-MR46378 xS1-BT120-GZK010 xS1-BT120-CZN002 xS1-BT120-CZN003 M A T C H L I N E : SE E D W G B T 1 2 0 - U W P 2 0 4 CL BT120-C-RAILAKDW MATCHLINE: SEE DWG BT120-UWP201 MATCHLINE: SEE DWG BT120-UWP205 MA T C H L I N E : SE E D W G B T 1 2 0 - U W P 1 0 2 M A T C H L I N E : S E E D W G B T 1 2 0 - U W P 1 0 1 103 201 202 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRAD Y WAY 105 101 104 102 203 2" SERVICE LINE FF=28.17 106 KEY MAP 107 RAINIER AND LAKE DWY SEE PROFILE 'B' ON BT120-UWV103 FOR HYDRANT PROFILE FOR PRIVATE GROUND HYDRANTS A CoR Permit Revision - CNWD #001A10/24/2025 MSMR MR A UPDATES TO ROW AND SEWER SEE SHEETS BT120-RPP104 BT120-RPP201-BT120-RPP205 BT120-USP102,BT120-USP104 BT120-USP201-USP202 BT120-USP204-USP205 A INSTALL ETHAFOAM PAD BETWEEN WATER AND SD PIPES A 10/24/2025 WATER UTILITY ABDOUL GAFOUR 11/12/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 WT R - 2 7 - 4 3 3 2 W-433209 1.SEE SHEET BT120-UWP100 FOR GENERAL NOTES. 2.SEE SHEET BT120-LRP101-205 FOR LANDSCAPE IRRIGATION PLAN. 3.SEE SHEET BT120 MPP121-321 FOR MECHANICAL- PLUMBING. GENERAL NOTES: CO 14 17 18 19 21 22 23 24 25 26 27 28 X X CONC CONC UT VLT SS S D 6" CO N C SW E GV GM 2VLTS C C C C C C C C C C C E E E E E E GM E E E E E E E E E E E E E E E E E E E E FO FO FO FO FO FO FO F O F O SD SD SD SD FO FO X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X SW X X X X OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE SIGN POST ON CONC BASE OE OE OE SD G G G G G E E E E E E E E E SS SS SS SS SS EEEE EEEEE G G G G G G E E E W W W E E 1'7" DP 1'6" DP 1'9" DP 1'7" DP 1'5" DP 1'6 " D P 1'7" D P E 1'9" DP 3' DP 1'5" DP 1'7" DP 2'4" DP2'4" DP2'6" DP 3'10" DP 1'10" 1'7" 3' SS SS SS SS SS SS S S 2'11" 3 ' 4 " 3'9" 2'1 0 " 1'6" 1'4" 3'9" 1'5" 1'11" 1' 3 " 4'1" 4'9" 4'9" 2 ' 7 " 2'10" 4'1" 6'6" 5'7" 2'9" 1'1 " 2'7 " 3'4 " 2'1 0 " 2' 6 " 2' 1 " 1'8" 1'11" 2' 5 " 2' 3 " 2'7 " 2'11" 1'7" 1'9" 2'2" 2'2" 1'7" 2'1" 2'9" 3' 9 " 4' 5 " 2'11" 3' 1 " 5' 2 " 4' 1 1 " 4'8" 4'6" 5'3" 4'6" 4'9" 4' 1 1 " 3' 7 " 8'0" 8'2" 8'6" 10'0" SS SS SS SS SS S D S D X W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S CO CO LAKE 400+00 LAK E 4 0 1 + 0 0 GRADY 15 9 + 0 0 LAKE STA 400+00.05 RAILAKDW 717+00 RAILAKDW 718+00 RAILAKDW 719+00 RAILA K D W 7 2 0 + 0 0 RAIL A K D W 7 2 1 + 0 0 40 41 40 41 CONSTRUCTION NOTES: INSTALL 3/4" GROUND HYDRANT SET FLUSH IN FINISHED GROUND. SEE SHEET BT120-UWD101 FOR GROUND HYDRANT DETAIL. INSTALL 1" NON-POTABLE WATER PIPE AT A MINIMUM DEPTH OF 36" 40 41 N 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 UTILITIES WATER PLAN S RENTON TRANSIT CENTER BT120-UWP204 BT120 219 1 M. ROUGH M. ROUGH M. STARLING M. ROUGH 0 12/10/2024 MR MS MR ISSUED FOR BID 1 06/13/2025 MR MS MR ADDENDUM#1 RTA/CN 0205-24 1"=20' N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 2 / 2 5 | 3: 4 5 P M | MR O U G H C: \ P W W O R K I N G \ J A C O B S _ B & I \ M A Y U M I . R O U G H @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - U W P 2 0 1 - 2 0 5 . D W G S1-BT120-UWP201-205 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-VSF100 xS1-BTP120-UCN001 xS1-BT120-GZK020 xS1-BT120-UWP001 xS1-BT120-CPP001 xS1-BT120-RPP001 xS1-BT120-VRX001 xS1-BT120-CAP001 xS1-BT120-USP001 xS1-BT120-CDP001 xS1-BT120-APP211 dS1-BT120-UCV001 GB-SEAL-MR46378 xS1-BT120-GZK010 xS1-BT120-CZN002 xS1-BT120-CZN003 CL BT120-C-RAILAKDW 103 201 202 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRAD Y WAY 105 101 104 102 203 FF=28.17 106 KEY MAP 107 CL BT120-C-RAILAKDW MATCHLINE: SEE DWG BT120-UWP202 MAT C H L I N E : SEE D W G B T 1 2 0 - U W P 1 0 5 MA T C H L I N E : SE E D W G B T 1 2 0 - U W P 2 0 3 MA T C H L I N E : SE E D W G B T 1 2 0 - U W P 1 0 6 MA T C H L I N E : SE E D W G B T 1 2 0 - U W P 2 0 5 MATCHLIN E : SEE DWG B T 1 2 0 - U W P 1 0 4 MATCHLI N E : SEE DWG B T 1 2 0 - U W P 1 0 5 RAINIER AND LAKE DWY WATER MAIN TO BE REMOVED. SEE SHEET BT120-UCP204 205 204 A CoR Permit Revision - CNWD #001MRMRMS10/24/2025A UPDATES TO ROW AND SEWER SEE SHEETS BT120-RPP104 BT120-RPP201-BT120-RPP205 BT120-USP102,BT120-USP104 BT120-USP201-USP202 BT120-USP204-USP205 A 10/24/2025 WATER UTILITY ABDOUL GAFOUR 11/12/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 WT R - 2 7 - 4 3 3 2 W-433210 1.SEE SHEET BT120-UWP100 FOR GENERAL NOTES. 2.SEE SHEET BT120-LRP101-205 FOR LANDSCAPE IRRIGATION PLAN. 3.SEE SHEET BT120 MPP121-321 FOR MECHANICAL- PLUMBING. GENERAL NOTES:CONSTRUCTION NOTES: INSTALL 3/4" GROUND HYDRANT SET FLUSH IN FINISHED GROUND. SEE SHEET BT120-UWD101 FOR GROUND HYDRANT DETAIL. INSTALL 1" NON-POTABLE WATER PIPE AT A MINIMUM DEPTH OF 36" 40 41 1 2 3 4 5 6 7 8 9 10 12 R 5 1 . 9 0 R 4 8 . 5 4 R 5 0 . 0 0 R 2 0 . 0 0 R 1 5 . 0 0 R 1 9 . 8 9 R3 0 . 0 0 X X X X X X X X X X X X X X VLT S D S D S S S S S S S S S S S S S D 8 " C O N C CO N C B E N C H C O N C S W OE OE OE OE SW D R W E E EE E E E E E E E 3TRA F F I C C O N T R O L CABIN E T S E W E EE FO FO FO FO FO FO FO FO FO FO FO FO FO FO SD SD SD SD FO FO FO FO FO FO FO FO S D S D SS SS SS SS SS SS E FOF O FO X X X X X X X X X X X X X X X X X X X X X CONC B A S E REMO V E D L T OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE SD 2-ZAY O F O C E E E E E 5'9" D P 7'2" D P 6'11" D P 7' DP 6'6" D P 4'10" D P 5'9" D P 1'6" D P 1'3" D P 1'9" D P 1'7" D P 2'5" D P 1'7" D P 1'7" D P 1'4" D P 1'5" D P 1'10" D P 2 ' 1 " D P 1 ' 1 1 " D P 2 ' 5 " D P 2 ' D P 2 ' 4 " D P 2 ' 1 0 " D P 2 ' 5 " D P 2 ' D P 4'11" D P 5 ' 2 " D P 2'4" D P 1'6" D P 1'4"DP 1'8" D P 1'5" D P 1'1" D P 1'4" D P 1'3" D P 1'6" D P 1'8" D P 1'5" D P 2 ' 5 " D P 2 ' 7 " D P 2 ' 6 " D P 2 ' 4 " D P 2 ' 6 " D P ' 3 ' 4 " D P 2 ' 9 " D P 5 ' D P 2' 8 " D P 3 ' D P 2 ' 3 " D P 1'6" D P 1'5" D P2'6" DP 2' DP 1 2 " W 1 2 " W 1 2 " W E SD SD SD SD 2' DP 2' DP 3' DP 2'3" D P 1'11" D P 3' DP 1' 11" D P 1'7" D P 1'8" D P 1'5" D P 1'5" D P 3'8" D P 4'9" D P 3' DP 5'8" D P 5'10" D P 6'2" D P 5'5" D P 6'11 " 1'1" ED (TY P . ) 1 ' 7 " 1' 7 " 1' 1 0 " 1' 8 " 1'1 1 " 2'1" 2' 3 " 2' 1 " 2'7" 3'1" 3'1" 2'3'4" 3'3" 1'11 " 3'5" 2'1"2'3" 2'9 " 2'1" 2'4 " 1'4 " 1'5" 1'4" 1'3" 1'6" 1'6" 1'11 " 1'5" 2'3'10 " 1'3" 1'6" 1'4" 3'9" 3'11" 3'9" 1 ' 7 " 3'10 " 4'10 " 4'9" 4'10 " 1 ' 3 " 4'9 " 4'11" 2'8" 2'1" 2'8" 2'7" 2'5 " 7" 1'1 " 1'4" 2' SD SD SD SD SD SD SD HH R A I N I E R A V E S W W W W W W W W W W W W W W W W W W W W W W W S S S S S S S S SS SS SS SS SS SS SS SS SS GRA D Y 1 5 3 + 0 0 GRA D Y 1 5 4 + 0 0 R A I N I E R 2 0 2 + 0 0 41 40 40 40 41 41 20 40 SCALE IN FEET 01020 (1" = 20') No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 2 / 2 5 | 3: 4 5 P M | MR O U G H C: \ P W W O R K I N G \ J A C O B S _ B & I \ M A Y U M I . R O U G H @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - U W P 2 0 1 - 2 0 5 . D W G S1-BT120-UWP201-205 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-VSF100 xS1-BTP120-UCN001 xS1-BT120-GZK020 xS1-BT120-UWP001 xS1-BT120-CPP001 xS1-BT120-RPP001 xS1-BT120-VRX001 xS1-BT120-CAP001 xS1-BT120-USP001 xS1-BT120-CDP001 xS1-BT120-APP211 dS1-BT120-UCV001 GB-SEAL-MR46378 xS1-BT120-GZK010 xS1-BT120-CZN002 xS1-BT120-CZN003 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 UTILITIES WATER PLAN S RENTON TRANSIT CENTER BT120-UWP205 BT120 220 1 M. ROUGH M. ROUGH M. STARLING M. ROUGH 0 12/10/2024 MR MS MR ISSUED FOR BID 1 06/13/2025 MR MS MR ADDENDUM#1 RTA/CN 0205-24 1"=20' N 103 201 202 203 204 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRAD Y WAY 105 101 104 102 106 KEY MAP 107 N EX. ROW (TYP) MAT C H L I N E : SEE D W G B T 1 2 0 - U W P 1 0 4 S E E D W G B T 1 2 0 - U W P 1 0 1 M A T C H L I N E : S E E D W G B T 1 2 0 - U W P 1 0 1 M A T C H L I N E : MATCHLINE: SEE DWG BT120-UWP203 MATCHLINE: SEE DWG BT120-UWP204 205 A CoR Permit Revision - CNWD #001MRMRMS10/24/2025A UPDATES TO ROW AND SEWER SEE SHEETS BT120-RPP104 BT120-RPP201-BT120-RPP205 BT120-USP102,BT120-USP104 BT120-USP201-USP202 BT120-USP204-USP205 A 10/24/2025 WATER UTILITY ABDOUL GAFOUR 11/12/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 WT R - 2 7 - 4 3 3 2 W-433211 1.VERIFY DEPTHS AND HORIZONTAL LOCATIONS OF ALL UTILITIES. 2.WATER MAINS ARE ASSUMED TO HAVE 4' OF COVER FOR 12" PIPE AND 3' OF COVER FOR 8" PIPE UNLESS OTHERWISE SHOWN ON THE PLANS. 3.ALL EXISTING UTILITY LOCATIONS SHOWN IN PLAN AND PROFILE ARE QUALITY LEVEL D PER ASCE 38-02 STANDARD GUIDELINE FOR THE COLLECTION AND DEPICTION OF EXISTING UTILITY SUBSURFACE DATA. BASE MAP WILL BE UPDATED WHEN SUBSURFACE UTILITY ENGINEERING IS COMPLETED. 4.PROVIDE 10' HORIZONTAL SEPARATION FROM PARALLEL STORM LINES OR SEWER LINES PER DEPARTMENT OF ECOLOGY STATE OF WASHINGTON, CRITERIA FOR SEWAGE WORKS DESIGN (ORANGE BOOK). WATER AND SEWER OR STORM DRAIN SHALL HAVE 18" MINIMUM VERTICAL SEPARATION. 5.WATER LINES SHALL BE PROTECTED FOR SEWER LINES OR STORM LINES PASSING OVER WATER LINES. SEE SPECIAL REQUIREMENTS PER DEPARTMENT OF ECOLOGY STATE OF WASHINGTON, CRITERIA FOR SEWAGE WORKS DESIGN (ORANGE BOOK) C1-9.1.4.B. 6.ALL NEW DUCTILE-IRON WATER MAINS SHALL BE RESTRAINED-JOINT PIPES. GASKETS FOR PUSH-ON JOINT PIPE WITH INTEGRALLY MOLDED STEEL OR METAL TEETH ARE NOT ALLOWED AS SUBSTITUTES FOR RESTRAINED-JOINT PIPES. 7.ALL FITTINGS AND VALVES WITH MECHANICAL ENDS SHALL HAVE A WEDGE-TYPE RESTRAINED RETAINER GLAND (E.G" MEGALUG SERIES 1100, ROMAC ROMAGRIP, OR APPROVED EQUAL) IN ADDITION TO CONCRETE THRUST BLOCKS. GENERAL NOTES: 5 10 15 20 25 30 35 5 10 15 20 25 30 35 27 . 9 150+75 27 . 7 151+00 27 . 6 27 . 7 27 . 7 27 . 8 152+00 27 . 8 27 . 8 27 . 7 27 . 7 153+00 27 . 7 27 . 6 27 . 6 27 . 5 154+00 27 . 5 27 . 5 27 . 5 27 . 5 155+00 27 . 5 27 . 4 27 . 3 27 . 2 156+00 27 . 0 156+25 EXIST GRADE 14 LF 12" DI 323 LF 12" DI 48 LF 12" DI 10 LF 12"DI 21 LF 12" DI 10 LF 12" DI 12 LF 12" DI EX 1 8 " S S EX C O M M EX C O M M EX C O M M EX C O M M 256 LF 12" DI GR A D Y 1 5 1 + 0 1 . 0 2 , 1 7 . 7 9 ' L T =R A I N I E R 2 0 0 + 4 1 . 2 1 , 9 3 . 9 4 ' R T 12 " 2 2 . 5 ° B E N D , R J x R J IE 2 2 . 0 5 GR A D Y 1 5 1 + 1 4 . 9 9 , 1 2 . 0 0 ' L T 12 " 2 2 . 5 ° B E N D , R J x R J IE 2 1 . 8 6 GR A D Y 1 5 4 + 3 9 , 1 2 . 0 4 ' L T 6" F I R E H Y D R A N T L A T E R A L , F L x R J IE 2 2 . 0 0 GR A D Y 1 5 5 + 4 4 . 4 8 , 1 2 . 0 5 ' L T 12 " x 8 " T E E , F L x F L IE 2 1 . 7 4 GR A D Y 1 5 5 + 3 1 . 4 3 , 1 2 . 0 5 ' L T 12 " 1 1 . 2 5 ° V B E N D , R J x R J IE 2 1 . 7 2 GR A D Y 1 5 5 + 2 0 . 6 1 , 1 2 . 0 5 ' L T 12 " 1 1 . 2 5 ° V B E N D , R J x R J IE 1 9 . 2 2 GR A D Y 1 5 4 + 9 8 . 5 4 , 1 2 . 0 5 ' L T 12 " 1 1 . 2 5 ° V B E N D , R J x R J IE 1 9 . 2 2 GR A D Y 1 5 4 + 8 8 . 0 6 , 1 2 . 0 5 ' L T 12 " 1 1 . 2 5 ° V B E N D , R J x R J IE 2 1 . 7 4 WATER SERVICE LINE 4' M I N CO V E R EX W TO B E R E M O V E D TO B E R E M O V E D EX 1 2 " S D CENTER PROPOSED PIPE BENEATH EXISTING PIPE TO MAXIMIZE EXTENT FEASIBLE 5 10 15 20 25 30 35 5 10 15 20 25 30 35 27 . 0 156+25 27 . 2 26 . 9 27 . 1 157+00 26 . 9 26 . 8 26 . 8 26 . 9 158+00 26 . 8 26 . 7 158+50 EXIST GRADE 9 LF 12" DI256 LF 12" DI GR A D Y 1 5 8 + 1 2 . 3 2 , 1 2 . 0 8 ' L T 12 " C A P A N D 12 " P O L Y P I G G I N G S T A T I O N IE 2 1 . 3 5 GR A D Y 1 5 8 + 0 2 . 3 3 , 1 2 . 0 8 ' L T 6" F I R E H Y D R A N T L A T E R A L IE 2 1 . 3 6 5 10 15 20 25 30 35 5 10 15 20 25 30 35 28 . 8 200+25 29 . 0 29 . 2 29 . 4 201+00 29 . 5 29 . 7 201+50 RA I N I E R 2 0 0 + 4 1 . 2 1 , 9 3 . 9 4 ' R T =G R A D Y 1 5 1 + 0 1 . 0 2 1 7 . 7 9 ' L T 12 " 2 2 . 5 ° B E N D , R J x R J IE 2 2 . 0 5 RA I N I E R 2 0 0 + 4 4 . 7 2 , 8 8 . 1 8 ' R T 12 " 1 1 . 2 5 ° B E N D , R J x R J IE 2 2 . 0 7 RA I N I E R 2 0 0 + 9 6 . 3 8 , 3 0 . 8 1 ' R T 12 " 4 5 ° B E N D , R J x R J IE 2 2 . 3 8 RA I N I E R 2 0 1 + 2 4 . 6 5 , 3 0 . 2 1 ' R T 12 " T E E . F L IE 2 2 . 4 1 EX E EX E EX E EX C O M M EX E EX C O M M EXIST GRADE 27 LF 12" DI 76 LF 12" DI 6 LF 12" DI RA I N I E R 2 0 1 + 1 9 . 1 1 , 3 0 . 2 2 ' R T 12 " P O L Y P I G G I N G S T A T I O N IE 2 2 . 4 0 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 UTILITIES WATER PROFILE S RENTON TRANSIT CENTER BT120-UWV101 BT120 221 1 M. ROUGH M. ROUGH M. STARLING M. ROUGH 0 12/10/2024 MR MS MR ISSUED FOR BID 1 06/13/2025 MR MS MR ADDENDUM#1 RTA/CN 0205-24 1"=20' No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 2 / 2 5 | 3: 4 5 P M | MR O U G H C: \ P W W O R K I N G \ J A C O B S _ B & I \ M A Y U M I . R O U G H @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - U W V 1 0 1 - 1 0 5 . D W G S1-BT120-UWV101-105 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 dS1-BT120-UCV001 GB-SEAL-MR46378 SCALE IN FEET 02.5 55 10 (1" = 5') (HOR.) (VERT.) CONTINUED BELOW LEFT CONTINUED FROM BELOW RIGHT CONTINUED ABOVE RIGHT CONTINUED FROM ABOVE LEFT 12" WATER MAIN AT RAINIER AND GRADY INTERSECTION SCALE: H 1:20, V 1:5 A BT120-UWP101 12" WATER MAIN ALONG GRADY WAY SCALE: H 1:20, V 1:5 C BT120-UWP105 12" WATER MAIN ALONG GRADY WAY SCALE: H 1:20, V 1:5 B BT120-UWP104 A A A CoR Permit Revision - CNWD #001MRMRMS10/24/2025A 20 10/24/2025 WATER UTILITY ABDOUL GAFOUR 11/12/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 WT R - 2 7 - 4 3 3 2 W-433212 1.VERIFY DEPTHS AND HORIZONTAL LOCATIONS OF ALL UTILITIES. 2.WATER MAINS ARE ASSUMED TO HAVE 4' OF COVER FOR 12" PIPE AND 3' OF COVER FOR 8" PIPE UNLESS OTHERWISE SHOWN ON THE PLANS. 3.ALL EXISTING UTILITY LOCATIONS SHOWN IN PLAN AND PROFILE ARE QUALITY LEVEL D PER ASCE 38-02 STANDARD GUIDELINE FOR THE COLLECTION AND DEPICTION OF EXISTING UTILITY SUBSURFACE DATA. BASE MAP WILL BE UPDATED WHEN SUBSURFACE UTILITY ENGINEERING IS COMPLETED. 4.PROVIDE 10' HORIZONTAL SEPARATION FROM PARALLEL STORM LINES OR SEWER LINES PER DEPARTMENT OF ECOLOGY STATE OF WASHINGTON, CRITERIA FOR SEWAGE WORKS DESIGN (ORANGE BOOK). WATER AND SEWER OR STORM DRAIN SHALL HAVE 18" MINIMUM VERTICAL SEPARATION. 5.WATER LINES SHALL BE PROTECTED FOR SEWER LINES OR STORM LINES PASSING OVER WATER LINES. SEE SPECIAL REQUIREMENTS PER DEPARTMENT OF ECOLOGY STATE OF WASHINGTON, CRITERIA FOR SEWAGE WORKS DESIGN (ORANGE BOOK) C1-9.1.4.B. 6.ALL NEW DUCTILE-IRON WATER MAINS SHALL BE RESTRAINED-JOINT PIPES. GASKETS FOR PUSH-ON JOINT PIPE WITH INTEGRALLY MOLDED STEEL OR METAL TEETH ARE NOT ALLOWED AS SUBSTITUTES FOR RESTRAINED-JOINT PIPES. 7.ALL FITTINGS AND VALVES WITH MECHANICAL ENDS SHALL HAVE A WEDGE-TYPE RESTRAINED RETAINER GLAND (E.G" MEGALUG SERIES 1100, ROMAC ROMAGRIP, OR APPROVED EQUAL) IN ADDITION TO CONCRETE THRUST BLOCKS. GENERAL NOTES: 5 10 15 20 25 30 35 5 10 15 20 25 30 35 24 . 4 2 24 . 4 610+25 23 . 6 4 23 . 6 23 . 7 8 23 . 8 24 . 1 2 24 . 1 611+00 24 . 4 4 24 . 4 24 . 7 7 24 . 8 25 . 0 9 25 . 1 25 . 4 2 25 . 4 612+00 25 . 7 4 25 . 7 26 . 0 7 26 . 1 26 . 3 9 26 . 4 26 . 7 2 26 . 7 613+00 27 . 0 4 27 . 0 27 . 3 7 27 . 4 27 . 6 9 27 . 7 28 . 0 2 28 . 0 614+00 28 . 3 4 28 . 3 28 . 6 7 28 . 7 28 . 9 9 29 . 0 29 . 3 2 29 . 3 615+00 S T C 6 1 0 + 4 3 . 0 2 , 2 . 6 1 ' R T 12 " T E E , F L x F L IE 1 8 . 1 0 S T C 6 1 2 + 8 0 . 9 6 , 3 . 0 2 ' R T 12 " 1 1 . 2 5 ° V B E N D , R J x R J IE 1 9 . 8 6 S T C 6 1 2 + 8 7 . 6 7 , 2 . 9 9 ' R T 12 " 1 1 . 2 5 ° V B E N D , R J x R J IE 2 1 . 3 5 S T C 6 1 3 + 9 1 . 1 2 , 3 . 8 3 ' R T 6" F I R E H Y D R A N T L A T E R A L , F L x F L IE 2 2 . 7 1 S T C 6 1 4 + 1 2 . 3 2 , 8 . 3 0 ' R T 12 " 4 5 ° B E N D , R J x R J IE 2 2 . 8 5 S T C 6 1 4 + 2 6 . 5 5 , 7 . 1 6 ' R T 12 " x 8 " T E E , F L x F L IE 2 2 . 9 6 EX 1 8 " S D EX E EX C O M M PR O P 1 2 " S D PR O P 1 2 " S D PR O P 6 " S D PR O P 8 " S S 5 LF 12" DI 21 LF 12" DI 237 LF 12" DI 103 LF 12" DI EXIST GRADE FINISH GRADE 14 LF CASING 20 LF CASING 20 LF CASING WATER SERVICE LINE EX W T O B E A B A N D O N E D 20 LF CASING 20 LF CASING PR O P 6 " S D 4' M I N CO V E R 14 LF 12" DI 360 LF 12" DI 5 10 15 20 25 30 35 5 10 15 20 25 30 35 29 . 3 2 29 . 3 615+00 29 . 6 4 29 . 6 29 . 8 7 29 . 9 29 . 9 4 29 . 9 29 . 8 5 29 . 8 616+00 29 . 5 9 29 . 6 29 . 2 7 29 . 3 28 . 9 4 28 . 9 28 . 6 2 28 . 6 617+00 28 . 2 9 28 . 3 27 . 9 7 28 . 0 27 . 6 4 27 . 6 27 . 2 8 27 . 3 618+00 26 . 7 8 26 . 8 26 . 2 9 26 . 3 25 . 7 9 25 . 8 619+00 S T C 6 1 7 + 8 6 . 6 4 , 7 . 0 0 ' R T 12 " 2 2 . 5 ° V B E N D , R J x R J IE 2 2 . 1 8 S T C 6 1 7 + 9 4 . 4 7 , 7 . 0 0 ' R T 12 " 2 2 . 5 ° V B E N D , R J x R J IE 1 8 . 6 1 S T C 6 1 8 + 3 6 . 4 7 , 7 . 0 0 ' R T 12 " C A P A N D 12 " P O L Y P I G G I N G S T A T I O N IE 1 8 . 6 0 6 LF 12" DI 360 LF 12" DI PR O P 1 2 " S D IE 2 2 . 5 4 PR O P 1 2 " S D IE 2 1 . 3 2 EX 1 2 " S D T O B E R E M O V E D EXIST GRADE FINISH GRADE 20 LF CASINGPR O P 6 " S D IE 2 3 . 8 7 36 LF 12" DI S T C 6 1 8 + 3 1 . 6 8 , 7 . 0 0 ' R T 6" F I R E H Y D R A N T L A T E R A L , F L x R J IE 1 8 . 6 1 IN AREAS OF FILL, NEW ROADWAY SUBGRADE SHALL BE FILLED AND COMPACTED BEFORE EXCAVATION FOR INSTALLATION OF NEW WATER MAIN (TYP) INSTALL ETHAFOAM PAD BETWEEN WATER AND SD PIPES 4 LF 12" DI STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 UTILITIES WATER PROFILE S RENTON TRANSIT CENTER BT120-UWV102 BT120 222 1 M. ROUGH M. ROUGH M. STARLING M. ROUGH 0 12/10/2024 MR MS MR ISSUED FOR BID 1 06/13/2025 MR MS MR ADDENDUM#1 RTA/CN 0205-24 1"=20' No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 2 / 2 5 | 3: 4 6 P M | MR O U G H C: \ P W W O R K I N G \ J A C O B S _ B & I \ M A Y U M I . R O U G H @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - U W V 1 0 1 - 1 0 5 . D W G S1-BT120-UWV101-105 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 dS1-BT120-UCV001 GB-SEAL-MR46378 20 40 SCALE IN FEET 01020 (1" = 20') SCALE IN FEET 02.5 55 10 (1" = 5') (HOR.) (VERT.) CONTINUED BELOW CONTINUED FROM ABOVE 12" WATER MAIN ALONG STC SCALE: H 1:20, V 1:5 A BT120-UWP201 12" WATER MAIN ALONG STC SCALE: H 1:20, V 1:5 B BT120-UWP202 A CoR Permit Revision - CNWD #001A10/24/2025 MSMR MR A A A 10/24/2025 WATER UTILITY ABDOUL GAFOUR 11/12/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 WT R - 2 7 - 4 3 3 2 W-433213 5 10 15 20 25 30 35 40 5 10 15 20 25 30 35 40 FINISH GRADE EXIST GRADE NEW FIRE HYDRANT CONNECT TO 12" DI WATER 0+25 27 . 5 7 27 . 6 27 . 2 1 27 . 2 27 . 5 4 27 . 5 1+00 26 . 6 6 26 . 7 1+50 GR A D Y 1 5 4 + 3 9 . 0 4 , 1 7 . 0 2 ' L T 6" 2 2 . 5 ° V B E N D , R J x R J IE 2 2 . 2 4 GR A D Y 1 5 4 + 3 9 . 0 4 , 1 9 . 5 7 ' L T 6" 2 2 . 5 ° V B E N D , R J x R J IE 2 3 . 5 2 EX 1 2 " S D EX E 13 LF 6" DI 3 LF 6" DI 4 LF 6" DI INSTALL ETHAFOAM PAD BETWEEN WATER AND SD PIPES 7.ALL FITTINGS AND VALVES WITH MECHANICAL ENDS SHALL HAVE A WEDGE-TYPE RESTRAINED RETAINER GLAND (E.G" MEGALUG SERIES 1100, ROMAC ROMAGRIP, OR APPROVED EQUAL) IN ADDITION TO CONCRETE THRUST BLOCKS. 5 10 15 20 25 30 35 40 5 10 15 20 25 30 35 40 0+00 24 . 3 1 24 . 3 0+75 FINISH GRADE NEW FIRE HYDRANT CONNECT TO 12" DI WATER EXIST GRADE 16 LF 6" DI EX 1 8 " S D INSTALL ETHAFOAM PAD BETWEEN WATER AND SD PIPES 5 10 15 20 25 30 35 40 5 10 15 20 25 30 35 40 28 . 1 9 28 . 2 0+00 27 . 6 5 27 . 6 0+75 FINISH GRADE EXIST GRADE NEW FIRE HYDRANT CONNECT TO 12" DI WATER 16 LF 6" DI 5 10 15 20 25 30 35 40 5 10 15 20 25 30 35 40 0+00 26 . 8 3 26 . 8 0+75 FINISH GRADE EXIST GRADE NEW FIRE HYDRANT CONNECT TO 12" DI WATER 19 LF 6" DI 1.VERIFY DEPTHS AND HORIZONTAL LOCATIONS OF ALL UTILITIES. 2.WATER MAINS ARE ASSUMED TO HAVE 4' OF COVER FOR 12" PIPE AND 3' OF COVER FOR 8" PIPE UNLESS OTHERWISE SHOWN ON THE PLANS. 3.ALL EXISTING UTILITY LOCATIONS SHOWN IN PLAN AND PROFILE ARE QUALITY LEVEL D PER ASCE 38-02 STANDARD GUIDELINE FOR THE COLLECTION AND DEPICTION OF EXISTING UTILITY SUBSURFACE DATA. BASE MAP WILL BE UPDATED WHEN SUBSURFACE UTILITY ENGINEERING IS COMPLETED. 4.PROVIDE 10' HORIZONTAL SEPARATION FROM PARALLEL STORM LINES OR SEWER LINES PER DEPARTMENT OF ECOLOGY STATE OF WASHINGTON, CRITERIA FOR SEWAGE WORKS DESIGN (ORANGE BOOK). WATER AND SEWER OR STORM DRAIN SHALL HAVE 18" MINIMUM VERTICAL SEPARATION. 5.WATER LINES SHALL BE PROTECTED FOR SEWER LINES OR STORM LINES PASSING OVER WATER LINES. SEE SPECIAL REQUIREMENTS PER DEPARTMENT OF ECOLOGY STATE OF WASHINGTON, CRITERIA FOR SEWAGE WORKS DESIGN (ORANGE BOOK) C1-9.1.4.B. 6.ALL NEW DUCTILE-IRON WATER MAINS SHALL BE RESTRAINED-JOINT PIPES. GASKETS FOR PUSH-ON JOINT PIPE WITH INTEGRALLY MOLDED STEEL OR METAL TEETH ARE NOT ALLOWED AS SUBSTITUTES FOR RESTRAINED-JOINT PIPES. GENERAL NOTES: 5 10 15 20 25 30 35 40 5 10 15 20 25 30 35 40 26 . 6 1 26 . 6 NEW FIRE HYDRANT CONNECT TO 12" DI WATER 15 LF 6" DI FINISH GRADE EXIST GRADE PR O P 1 2 " S D IE 2 2 . 8 6 5 10 15 20 25 30 35 40 5 10 15 20 25 30 35 40 -0+25 26 . 2 1 26 . 2 0+00 0+75 FINISH GRADE EXIST GRADE NEW FIRE HYDRANT CONNECT TO EX 8" DI WATER 11 LF 6" DI STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 UTILITIES WATER PROFILE S RENTON TRANSIT CENTER BT120-UWV103 BT120 223 1 M. ROUGH M. ROUGH M. STARLING M. ROUGH 0 12/10/2024 MR MS MR ISSUED FOR BID 1 06/13/2025 MR MS MR ADDENDUM#1 RTA/CN 0205-24 1"=20' No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 3 / 2 5 | 11 : 3 8 A M | MR O U G H C: \ P W W O R K I N G \ J A C O B S _ B & I \ M A Y U M I . R O U G H @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - U W V 1 0 1 - 1 0 5 . D W G S1-BT120-UWV101-105 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 dS1-BT120-UCV001 GB-SEAL-MR46378 20 40 SCALE IN FEET 01020 (1" = 20') SCALE IN FEET 02.5 55 10 (1" = 5') (HOR.) (VERT.) FIRE HYDRANT IN GRADY WAY S SCALE: H 1:20, V 1:5 A BT120-UWP104 FIRE HYDRANT IN RAINIER AVE S SCALE: H 1:20, V 1:5 B BT120-UWP102&203 FIRE HYDRANT IN TRANSIT CENTER SCALE: H 1:20, V 1:5 D BT120-UWP201 FIRE HYDRANT IN GRADY WAY S SCALE: H 1:20, V 1:5 E BT120-UWP105 FIRE HYDRANT IN TRANSIT CENTER SCALE: H 1:20, V 1:5 F BT120-UWP106 A CoR Permit Revision - CNWD #001A10/24/2025 MSMR MR A FIRE HYDRANT IN LAKE AVE SCALE: H 1:20, V 1:5 C BT120-UWP106 A A TEE A A 10/24/2025 WATER UTILITY ABDOUL GAFOUR 11/12/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 WT R - 2 7 - 4 3 3 2 W-433214 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 UTILITIES WATER PROFILE S RENTON TRANSIT CENTER BT120-UWV104 BT120 224 1 M. ROUGH M. ROUGH M. STARLING M. ROUGH 0 12/10/2024 MR MS MR ISSUED FOR BID 1 06/13/2025 MR MS MR ADDENDUM#1 RTA/CN 0205-24 1"=20' No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 4 / 2 5 | 9: 3 1 A M | MR O U G H C: \ P W W O R K I N G \ J A C O B S _ B & I \ M A Y U M I . R O U G H @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - U W V 1 0 1 - 1 0 5 . D W G S1-BT120-UWV101-105 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 dS1-BT120-UCV001 GB-SEAL-MR46378 DELETED DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 WT R - 2 7 - 4 3 3 2 W-433215 1.VERIFY DEPTHS AND HORIZONTAL LOCATIONS OF ALL UTILITIES. 2.WATER MAINS ARE ASSUMED TO HAVE 4' OF COVER FOR 12" PIPE AND 3' OF COVER FOR 8" PIPE UNLESS OTHERWISE SHOWN ON THE PLANS. 3.ALL EXISTING UTILITY LOCATIONS SHOWN IN PLAN AND PROFILE ARE QUALITY LEVEL D PER ASCE 38-02 STANDARD GUIDELINE FOR THE COLLECTION AND DEPICTION OF EXISTING UTILITY SUBSURFACE DATA. BASE MAP WILL BE UPDATED WHEN SUBSURFACE UTILITY ENGINEERING IS COMPLETED. 4.PROVIDE 10' HORIZONTAL SEPARATION FROM PARALLEL STORM LINES OR SEWER LINES PER DEPARTMENT OF ECOLOGY STATE OF WASHINGTON, CRITERIA FOR SEWAGE WORKS DESIGN (ORANGE BOOK). WATER AND SEWER OR STORM DRAIN SHALL HAVE 18" MINIMUM VERTICAL SEPARATION. 5.WATER LINES SHALL BE PROTECTED FOR SEWER LINES OR STORM LINES PASSING OVER WATER LINES. SEE SPECIAL REQUIREMENTS PER DEPARTMENT OF ECOLOGY STATE OF WASHINGTON, CRITERIA FOR SEWAGE WORKS DESIGN (ORANGE BOOK) C1-9.1.4.B. 6.ALL NEW DUCTILE-IRON WATER MAINS SHALL BE RESTRAINED-JOINT PIPES. GASKETS FOR PUSH-ON JOINT PIPE WITH INTEGRALLY MOLDED STEEL OR METAL TEETH ARE NOT ALLOWED AS SUBSTITUTES FOR RESTRAINED-JOINT PIPES. 7.ALL FITTINGS AND VALVES WITH MECHANICAL ENDS SHALL HAVE A WEDGE-TYPE RESTRAINED RETAINER GLAND (E.G" MEGALUG SERIES 1100, ROMAC ROMAGRIP, OR APPROVED EQUAL) IN ADDITION TO CONCRETE THRUST BLOCKS. GENERAL NOTES: 5 10 15 20 25 30 35 5 10 15 20 25 30 35 27 . 1 GR A D Y 1 5 5 + 4 4 . 4 8 , 1 2 . 0 5 ' L 12 " x 8 " T E E , F L x F L IE 2 1 . 9 1 GR A D Y 1 5 5 + 4 4 . 4 8 , 9 . 4 1 ' L T 8" 4 5 ° B E N D , R J x R J W/ V E R T I C A L R O T A T I O N IE 2 1 . 9 1 GR A D Y 1 5 5 + 4 7 . 2 4 , 6 . 6 4 ' L T 8" 4 5 ° B E N D , R J x R J W/ V E R T I C A L R O T A T I O N IE 2 0 . 2 2 GR A D Y 1 5 5 + 4 7 . 1 6 , 4 . 6 4 ' L T 8" S L E E V E , R J 2 LF 8" DI 3 LF 8" DI EXIST GRADE 2 LF 8" DI EX 8" WATER 5 10 15 20 25 30 35 5 10 15 20 25 30 35 EXIST GRADE FINISH GRADE 42 LF CASING IN AREAS OF FILL, NEW ROADWAY SUBGRADE SHALL BE FILLED AND COMPACTED BEFORE EXCAVATION FOR INSTALLATION OF NEW WATER MAIN (TYP) 26 . 3 8 26 . 4 0+00 26 . 3 0 26 . 3 26 . 1 1 26 . 1 26 . 0 5 26 . 0 26 . 3 1 26 . 3 1+00 1+50 12 LF 8" DI 6 LF 8" DI68 LF 8" DI EX 8" WATER S T C 6 1 4 + 2 6 . 5 5 , 7 . 0 5 ' R T 12 " X 8 " T E E , F L x F L IE 2 3 . 1 1 N T C 5 1 3 + 9 9 . 0 5 , 4 . 8 8 ' R T 8" 1 1 . 2 5 ° B E N D , R J x R J IE 2 2 . 3 9 N T C 5 1 4 + 0 0 . 2 9 , 7 . 6 7 ' L T 8" 2 2 . 5 ° B E N D , R J x R J IE 2 2 . 3 9 N T C 5 1 4 + 0 3 . 7 6 , 1 3 . 4 9 ' L T CO N N E C T T O E X I S T I N G M A I N IE 2 2 . 3 8 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 UTILITIES WATER PROFILE S RENTON TRANSIT CENTER BT120-UWV105 BT120 225 1 M. ROUGH M. ROUGH M. STARLING M. ROUGH 0 12/10/2024 MR MS MR ISSUED FOR BID 1 06/13/2025 MR MS MR ADDENDUM#1 RTA/CN 0205-24 1"=20' No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 2 / 2 5 | 3: 4 7 P M | MR O U G H C: \ P W W O R K I N G \ J A C O B S _ B & I \ M A Y U M I . R O U G H @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - U W V 1 0 1 - 1 0 5 . D W G S1-BT120-UWV101-105 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 dS1-BT120-UCV001 GB-SEAL-MR46378 20 40 SCALE IN FEET 01020 (1" = 20') SCALE IN FEET 02.5 55 10 (1" = 5') (HOR.) (VERT.) 8" WATER MAIN ALONG NTC SCALE: H 1:20, V 1:5 A BT120-UWP201&202 8" WATER MAIN AT GRADY SCALE: H 1:20, V 1:5 B BT120-UWP104 A CoR Permit Revision - CNWD #001MRMRMS10/24/2025A A 10/24/2025 WATER UTILITY ABDOUL GAFOUR 11/12/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 WT R - 2 7 - 4 3 3 2 W-433216 WATER PLATFORM FINISHED FLOOR HEAVY-DUTY HINGED NICKEL-BRONZE COVER 3/4" GARDEN HOSE NOZZLE WITH VACUUM BREAKER 1/4" DRAIN PORT 3/4" NON-POTABLE WATER RISER 1 CUBIC FOOT 3/8" MINIMUM WASHED STONE FOR HYDRANT DRAINAGE PROVIDE REDUCING ELBOW AT END OF RUNS 1" NON-POTABLE WATER 3' D E P T H O F B U R Y GROUND HYDRANT (GROUND BOX) DETAILS DESCRIPTION DIMENSIONS HOSE REMARKS GROUND HYDRANT FOR CONNECTION TO GARDEN HOSE OUTLET 3/4" NPHS VACUUM BREAKER 3/4" HOSE INSTALL VACUUM BREAKER, NON-REMOVABLE, BREAKAWAY SCREW AND HEAVY DUTY NB COVER. BURY DEPTH 3 FEET. GENERAL NOTES: 1.REFER TO SPECIFICATIONS SECTION 22 11 19 DOMESTIC WATER PIPING SPECIALTIES FOR MATERIALS AND METHODS FOR CONSTRUCTION. STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 UTILITIES WATER DETAILS S RENTON TRANSIT CENTER BT120-UWD101 BT120 226 1 M. ROUGH M. ROUGH M. STARLING M. ROUGH 0 12/10/2024 MR MS MR ISSUED FOR BID 1 06/13/2025 MR MS MR ADDENDUM#1 RTA/CN 0205-24 NTS No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 4 / 2 5 | 9: 3 1 A M | MR O U G H C: \ P W W O R K I N G \ J A C O B S _ B & I \ M A Y U M I . R O U G H @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - U W D 1 0 1 . D W G S1-BT120-UWD101 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 GB-SEAL-MR46378 GROUND HYDRANT DETAIL NTS 1 BT120-UWP104, 105, & 201-205 1 1 6/12/2025 WATER UTILITY ABDOUL GAFOUR 11/12/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 WT R - 2 7 - 4 3 3 2 W-433217 X X X X CONC SIGN SIGN SI G N SIGN UT H H H H H DRW DRW DRW DRW DRW DRWSD SD SD SS S S SD TT TETMH FOFO FO FO FO TMH ICV ICV TMH ICV ICVIC VICVIC V ICV ICV IC V DR W DR W OE OE OE OE OE OE OE OE OE OE DRW E CO E E E E E E E E W E EE E E EE E FO E G G GE E E E EC FO E E E E W W FO E EE C C C C C E E E E E E WW W G G G G CO W FO 2VLTS HH T E W C C C E C C E E E E TMH E E E E E E E E E EE E E E E E E E E E E E E E G G G G FO FO FO FO FO FOFO FO F O FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO W W W W W W W SDSD SD SD SD SD SD F O FO FO FO FO FO FO FO F O FO FO FO FO FO S D SD SD SD SD SD SD SD SD SD SD SD SD SD SDSDSD SD SD SD W S S SSSS SSSSSSSSSSSS SS E E E E E FOFOFOFOFOFO X X X X X X X X X X X X XX X X X X X X X X X X X X X X X CONC 4 BLRD 3 BLRD 3 BLRD 2 BLRD X X 2 BLRD OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE O E OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE O E OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE O E OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE O E OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE O E OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE BLDG BLDG BLDG BLDG SD SS E SS SS SS SS SS SS SS G FO FO E E E E E E OE OE OE OE OE OE OE OE OE OE OE OE OE / / / / / / ///// / / / / / / // / // SL SL G G G E E E E FO FO FO FO FO FO FO FO FO FOFO FO FO FO FO FO FO FOFOFOFOFOFOFOFO FO FOFO FO FO FO FO FO FOFO FO F O FO FOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO SSSS SS SS SS SS SS SS SS SS W W W W W W W W W WW W W W W W WWWWW W W W W WW W W W W W W W WWW W W W W SDSD SDSDSDSDSDSDSD SD SD SD SS SS SS FO FO FO FO F O FO FO SS SS SS SS SS SS SS SSSS SS SS SS SS SS S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S SS SS SS SS S S SS SS SS SS SS SS S S SD SD SD SD SD SD SD SD SDSD SDSD SDSDSDSDSDSD SD SD SD SD SD SD SD SD SD W W W WW SS SS SS SS SS SS SS S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSS SSSSSSSSSSSSSSSSSSSS SS FO SS SS PSE GAS PS E G A S PSE G A S PS E G A S PSE GAS PSE G A S PSE G A S PSE G A S PSE G A S PSE GAS P S E G A S E E G E E E E E E C C C HH 7'11" DP 11' DP4'9" DP 4'9" DP13'6" DP 6'3" DP 5'8" DP 4'1 " D P 3'6 " D P 4'8 " D P 12'6" DP 13'6" DP 11'6"DP10' DP 2' DP 3'2"DP2'6" DP 4'1 1 " D P 3'11 " D P 2'8 " D P 3'10 " D P 3'3" D P 5'6" D P 7'11" D P 6'7" DP 4'5" DP 6'9" DP 6' DP 7'6" DP 5'6" D P 2'5 " D P SD SD SD SD CO SS SS SS 6'11" 3'6 " 4'8" 8'1 1 " 2' 6'9" 4'5" ED(TYP.) ED(TYP.) ED(TYP . ) ED (TYP . ) SS SS SS SS 3'10" 4'1" 4'9" 7" 4'1" 3'11 " 5'9" 5" 2'1 " 1'11 " 9"2'4" 4'9" 4'11"2'8"2'1" 2'8" 2'7" 2'5" 7" 1'1" 1'4" 2' 2'1" 2'9" SD SS S S S S SS SS CO SD SD HH BUS BAY 7 BUS BAY 6 BUS BAY 5 BUS B A Y 2 BUS B A Y 8 BUS BAY 3 BUS BAY 4 BU S B A Y 1 ^ ^ ^ ^ ^ ^ ^ ^^^^^^^^^^^ F SS SS SS SS SS SS SS SS SS CO CO W W W W W W W W W W W W W W W 10' W WL EASEMENT AFN7408260268 rec. no. 8702250475LIMITS OF PUBLIC UTILITYEASEMENT REC NO. 9103110843 15' PUBLIC UTILITY EASEMENT LIMITS OF WATER EASEMENTAFN 9103110843 REC NO. 7407300476 ELECTRIC TRANSMISSION / DISTRIBUTION EASEMENT OVERPARCEL D REC NO. 7407300476 ELECTRIC TRANSMISSION /DISTRIBUTION EASEMENT OVER PARCEL C REC NO. 9103110844 20' PUBLIC UTILITY EASEMENT REC NO 8502040500: 10' ELEC ESM TO PSE CENTERED ONBURIED UTILS SOMEWHERE WITHIN THE WEST 20' OF PARCEL AS CONSTRUCTED.UTIL LOCATIONS UNKNOWN. REC NO 8506060565: 15' UTILITIES ESM TO THE CITY REC NO 8506060565: 15' UTILITIES ESM TO THECITY APPROX CENTERLINE OF ESM REC NO 1248497 TO PUGETSOUND ELECTRIC FOR A LINEOF POWER POLES... APPROX CENTERLINE OF REC NO 2554795, TO PSP&L FOR ASINGLE LINE OF POLES. NO ESMT WIDTH RECITED IN DOC. BUT THIS ESMT IS NOTSHOWN ON THE WSDOT SUNDRY SITE PLAN. APPROX CENTERLINE OF ESM REC NO 2924617, TO PSP&L.POWER POLES TO BE SET "NEAR" THIS LINE, BEING THEPROJECTED WEST LINE OFSHATTOCK AVE. NO ESM WIDTH PROVIDED IN THEDOC.. 10' SEWER EASEMENT TO CITY, AFN 5292274 REC NO. 7910260750, 27'x80'RESERVED FOR SEATTLE CITY LIGHT TRANSMISSIONLINE STRUCTURES. REC NO. 86030200379,OVERHEAD POWER ESMT TO SEATTLE CITY LIGHT REC NO. 86030200379,OVERHEAD POWER ESMT TOSEATTLE CITY LIGHT 10' UTIL ESMT TO SEATTLECITY LIGHT, REC NO.8205280520 REC NO. 86030200379,OVERHEAD POWER ESMT TOSEATTLE CITY LIGHT REC NO. 86030200379, 27'x80' ESM TO SEATTLE CITY LIGHTFOR ONE SINGLE-CIRCUIT SUPPORT STRUCTURE. AFN 3180315, OVERHEADPOWER ESMT TO SEATTLE CITY LIGHT, LESS THEEASTERLY PORTIONTHEREOF RELEASED BUT REPLACED BY REC NO.86030200379. LIES N OFFORMER RR R/W AFN 3364759, 162.5' WIDEELEC POWER TRANSMISSION ESM , LYING SOUTH OF 7TH StAND NORTH OF FORMER RRR/W AFN 3180315, OVERHEADPOWER ESMT TO SEATTLE CITY LIGHT, LESS THEEASTERLY PORTION THEREOF RELEASED AND REPLACED BY REC NO.86030200379. LIES N OF FORMER RR R/W REC NO. 86030200379, OVERHEAD POWER ESMT TOSEATTLE CITY LIGHT REC. NO. 5292274: 10' SEWER ESMT.TO CITY OFRENTON REC NO 8502040500:10' ELEC ESM TO PSE CENTERED ON BURIED UTILSIN THE WEST 20' OF PARCEL.UTIL LOCATIONS UNKNOWN. REC NO. 910311084420' PUBLIC UTILITY EASEMENT REC NO. 201108120017184' SLOPE & UTILITY EASEMENT REC NO. 7408260266 10' WATERLINE EASEMENT REC NO. 8506060564 10' WATERLINE EASEMENT REC NO. 7408260268 10' WATERLINE EASEMENT / / / / / / / / / // / / / / / / / //////////// REC NO. 20110812001718VARYING WIDTH SLOPE &UTILITY EASEMENT 1.ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE CITY OF RENTON UTILITY SPECIFICATIONS, CITY OF RENTON STANDARD PLANS, THE LATEST EDITION OF WSDOT STANDARD SPECIFICATIONS FOR 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. ALL NEW DUCTILE-IRON WATER MAINS SHALL BE GENERAL NOTES: No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 2 / 2 5 | 3: 4 7 P M | MR O U G H C: \ P W W O R K I N G \ J A C O B S _ B & I \ M A Y U M I . R O U G H @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - U S P 1 0 0 . D W G S1-BT120-USP100 FACILITY ID: Xrefs: xS1-BT120-CMN101 xBRT-CUD05-TB22x34 xS1-BT120-CMP001 xS1-BT120-CPP001 xS1-BT120-VSF100 xS1-BT120-USP001 xS1-BT120-UWP001 xS1-BT120-UCN001 xS1-BT120-GZK020 xS1-BT120-VRX001 GB-SEAL-MR46378 N SCALE IN FEET 0 (CUSTOM) 80 40 80 160 HA R D I E A V E S GRADY W A Y LA K E A V E S SR - 1 6 7 RAI N I E R A V E S NORTH DRIVEWAY SOUTH DRIVEWAY 102 103 201 202 203 204 205 101 104 105 106 107 CROSS REFERENCING OF DRAWINGS BASE SHEET TITLE 1"=20' DRAWING SETS NOT USED S1-BT120-USP102 NOT USED S1-BT120-USP104 S1-BT120-USP105 NOT USED NOT USED 101 102 103 104 105 106 107 CROSS REFERENCING OF DRAWINGS BASE SHEET TITLE 1"=20' DRAWING SETS S1-BT120-USP201 S1-BT120-USP202 S1-BT120-USP203 S1-BT120-USP204 S1-BT120-USP205 201 202 203 204 205 AREA MAP 1" = 80' MH-01 MH-02 MH-03 MH-07 MH-04 MH-05 MH-06 MH-08 MH-09 MH-10 MH-11 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 UTILITIES SEWER PLAN AREA PLAN AND GENERAL NOTES BT120-USP100 BT120 227 1 M. ROUGH M. ROUGH M. STARLING M. ROUGH 0 12/10/2024 MR MS MR ISSUED FOR BID 1 06/13/2025 MR MS MR ADDENDUM#1 RTA/CN 0205-24 1"=80' A MRMRMS10/24/2025A A CoR Permit Revision - CNWD #001 MH-12 MH-13 10/24/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 WASTEWATER UTILITY jstowell 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 WW P - 2 7 - 4 3 3 2 S-433201 S I G N SIGN S I G N A S P H A S P H A S P H U T H H H H V L T V L T V L T V L T S SW EXTR C O N C C U R B S D S D SS S S SD SD SD SD SD SD SD SD S D 12" CO N C 6 " C O N C 6 " C O N C 3 5 M P H DRW ASPH C&G E C O EE E E WV 3WV WV W V 3 W V W V WV HH HH HH HH HH HH HH HH H H HH H H ELEC VLT E L E C V L T 2IRRG GV G V WM G G FO FO FO FO FO E E E E E E E G G G G G E E E E E E E E E E E E E E E G G G G G G FO FO FO FO FO FO FO FO FO SDSD FO F O FO FO FO FO FO FO FO FO FO FO FO FO FO FO SD SD SD SDSDSD SD SD SD SD SD SD SD SD SDSD SD SD SD SD SD SD SD SD SD E E E E E E E E F O FO F O FO F O FO 6 " C O N C 18" DI SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS F O FO F O F O FO F O W W W SS SS SS SD SD SD SD COMCAST COMCA S T 2-PSE PSE REN T O N RENTON RENTON RENTON PSE GAS PSE GAS P S E G A S PS E G A S C C C C C C C C C C G V I R R G 4' 6 " D P 3' 5 " DP 3 ' 1 1 " D P 6 ' 4 " D P 6 ' 3 " D P 6 ' 7 " D P G G 12"W 12"W 12"W ABAN-W ABAN-W A B A N - W A B A N - W ABAN-W ABAN - W 1 2 " W 12 " W 12"W 12"W 4 0 4 2 ' 2 " D P 3 ' 1 1 " D P ED (TYP.) ED (TYP.) RAINIER A V E S HARD I E A V E S W N T C 5 0 9 + 5 3 N TC 510+00 S TC 609+53 S TC 610+00 HA R D I E 3 1 0 + 0 0 HAR D I E 3 0 9 + 0 0 HA R D I E 3 1 0 + 0 0 RAINIER 2 0 4 + 0 0 RAINIER 205+ 0 0 RAINIER 206+00 RAINIER 207+00 RAINIER 2 0 8 + 0 0 RAINI E R 2 0 9 + 0 0 N TC STA 510+04.91 = RAINIER STA 207+16.93 S TC STA 610+02.99 = RAINIER STA 206+67.81 CONSTRUCTION NOTES: ADJUST MANHOLE141.SEE SHEET BT120-USP100 FOR GENERAL NOTES. GENERAL NOTES: N 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 UTILITIES SEWER PLAN RAINIER STA 204+00 TO RAINIER STA 208+50 BT120-USP102 BT120 228 1 M. ROUGH M. ROUGH M. STARLING M. ROUGH 0 12/10/2024 MR MS MR ISSUED FOR BID 1 06/13/2025 MR MS MR ADDENDUM#1 RTA/CN 0205-24 1"=20' N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 4 / 2 5 | 9: 3 3 A M | MR O U G H C: \ P W W O R K I N G \ J A C O B S _ B & I \ M A Y U M I . R O U G H @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - U S P 1 0 2 - 1 0 5 . D W G S1-BT120-USP102-105 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-VSF100 xS1-BTP120-UCN001 xS1-BT120-GZK020 xS1-BT120-USP001 xS1-BT120-CPP001 xS1-BT120-RPP001 xS1-BT120-VRX001 xS1-BT120-CAP001 xS1-BT120-CDP001 xS1-BT120-UWP001 GB-SEAL-MR46378 xS1-BT120-GZK010 xS1-BT120-CZN002 14 103 201 202 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRAD Y WAY 105 101 104 102 203 106 KEY MAP 107 MA T C H L I N E : N O T U S E D T H I S S E R I E S M A T C H L I N E : N O T U S E D T H I S S E R I E S MATCHLINE: SEE DWG BT120-USP203 MATCHLINE: SEE DWG BT120-USP203 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT120-RPP201-BT120-RPP205 1 1 1 1 6/12/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 WASTEWATER UTILITY jstowell 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 WW P - 2 7 - 4 3 3 2 S-433202 X X X XXXXXXXXXX X X X X X CONC ASPH ASPH ASPH ASPH ASPH ASPH VLT SS SS SS SS SS SS SS SS S S SD 1 8 " C O N C SW C O N C B E N C H C O N C B E N C H YIELD A R T W O R K ASPH C&G OE OE OE OE OE OE OE OE ASPH SW SWE E HH HH 2 HH HH 2ELEC VLT E E E E E E E E E E E E E E E EEE E EEEEE E E E E E E E E E E E FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO W W W W SD SD SD SD SD SD SD SD SD SD SD SD FO FO FO FO FO FO FO FO FO FO SD SD S D FO FO FO OEOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE SD SD4" CONC SL FO FO FO FO FO FO FO SS SS SS SS SS SS SS SS SS SS SS C O M C A S T COMCAST CO M C A S T C E N T U R Y L I N K F O CENTURY L I N K F O 2-PSE 2-PSE PSE FO VLT3'6" DP 5'9" DP 7'2" DP 6'11" DP 7' DP 6'6" DP 4'4" DP 4'3" DP 3'7" DP 2' DP 8 ' 5 " D P 8 ' 1 1 " D P 8 ' 1 0 " D P 9 ' D P 4'DP 3'7" DP 400 W W E E E E E CCCC C&G WV WV C C EXTRUDED CURB SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD 6' DP 4' DP 6'11" 8' 1 1 " ED (TYP.) 4'7 " 4'1" 4'6" 4'8"4'6" SD SD SD SD SD SD SD SD SD 2 WV HH S D S D S GRADY WAY ////////////////////// WWWWWWWWWWWWWWWWWWWWWWW W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 2 4GRADY 151+00 GRADY 152+00 GRADY 153+00 GRADY 154+00 GRADY 155+00 GRADY 156+00 3 3 SS GRADY 1+00 SS GRADY 2+00 SS GRADY 3+00 SS GRADY 4+00 SS GRADY 5+00 SS GRADY 6+00PI = 1 + 9 0 . 3 6 PI = 2 + 1 8 . 0 5 SS S R T C 0 + 8 0 BEGIN ALIGNMENT SS GRADY 1+00.00 N: 174835.96 E: 1298079.18 SS GRADY 2+18.05, 0.00' L SS SRTC 1+00.00, 0.00' =SS GRADY 4+63.20, 0.00' 2 2 2 BEGIN ALIGNMENT SS SRTC 0+80 N: 174916.03 E: 1298411.47 N77° 28' 12"E 602.99' N77° 27' 52"E 90.36' N09° 59' 31"E 27.69' 3 SS GRADY 1+90.36, 0.00' L 2 CONSTRUCTION NOTES: INSTALL SEWER MAIN PER CITY OF RENTON STD. PLAN 413 INSTALL SEWER MANHOLE WITH MANHOLE FRAME AND COVER PER CITY OF RENTON STD. PLAN 400.1 AND 401.1 INSTALL SADDLE MANHOLE WITH CAST-IN-PLACE BASE AND MANHOLE FRAME AND COVER PER CITY OF RENTON STD. PLAN 400.6 AND 401.1 2 3 4 1.SEE SHEET BT120-USP100 FOR GENERAL NOTES. GENERAL NOTES: N 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 UTILITIES SEWER PLAN GRADY STA 151+00 TO GRADY STA 156+50 BT120-USP104 BT120 229 1 M. ROUGH M. ROUGH M. STARLING M. ROUGH 0 12/10/2024 MR MS MR ISSUED FOR BID 1 06/13/2025 MR MS MR ADDENDUM#1 RTA/CN 0205-24 1"=20' N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 7 / 2 5 | 12 : 4 7 P M | MR O U G H C: \ P W W O R K I N G \ J A C O B S _ B & I \ M A Y U M I . R O U G H @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - U S P 1 0 2 - 1 0 5 . D W G S1-BT120-USP102-105 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-VSF100 xS1-BTP120-UCN001 xS1-BT120-GZK020 xS1-BT120-USP001 xS1-BT120-CPP001 xS1-BT120-RPP001 xS1-BT120-VRX001 xS1-BT120-CAP001 xS1-BT120-CDP001 xS1-BT120-UWP001 GB-SEAL-MR46378 xS1-BT120-GZK010 xS1-BT120-CZN002 xS1-BT120-CZN003 MA T C H L I N E : G R A D Y S T A 1 5 6 + 5 0 SE E D W G B T 1 2 0 - U S P 1 0 5 MATCHLINE: SEE DWG BT120-USP205 MATCHLINE: SEE DWG BT120-USP204 MA T C H L I N E : N O T U S E D T H I S S E R I E S 103 201 202 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRAD Y WAY 105 101 104 102 203 106 KEY MAP 107 MH-01 MH-02 MH-03 90LF 18" PVC SEWER 149LF 8" PVC SEWER 262LF 18" PVC SEWER SEE PROFILE 'A' ON SHEET BT120-USV102 FOR SEWER MAIN PROFILE MH-11 28LF 18" PVC SEWER SEE PROFILE 'A' ON SHEET BT120-USV101 FOR SEWER MAIN PROFILE 245LF 18" PVC SEWER A A 10/24/2025 MSMR MR CoR Permit Revision - CNWD #001 UPDATES TO ROW AND SEWER SEE SHEETS BT120-RPP104 BT120-RPP201-BT120-RPP205 BT120-USP102,BT120-USP104 BT120-USP201-USP202 BT120-USP204-USP205 A A A 10/24/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 WASTEWATER UTILITY jstowell 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 WW P - 2 7 - 4 3 3 2 S-433203 X X ASPH UT VLT S D S D SW C C C C C C C C C C C E EEEEEE T TS HH HH HH HHHH HH TMH VLT TS VLT HH VLT HH E EEEEEEEEEEE E E E E E E E E E FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO SDSDSDSD SD SD SD SD SD SD SD SD SD SD SD SD SD FO FO FO HH HH 1 2 " R C P X X X X X X X X LOAD LIMIT USE CROS S W A L K SW PARK & RIDE USE CROS S W A L K X X X X 2' FNC C&G GATE / / 6' CL E F ASPH SW MAZD A SIGN C&G SW SW SW C&G /////////// / / / ////////////// / // OE OE OE OE OE OE OE OE OE OE OE OE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE OE OE OE OE OE OE OE OE OE OE OE OE OE SHELT E R CANO P Y EOP EOP SD SD SD SD SD SD 12" RCP 8" CONC 8" CONC SL FO FO FO FO FO FO FO FO FO FO FO SS CENTURYLINK FO CENTURYLINK FO 2-PSE 2-PSE 2-PSE 2-PSE EEEEE 7'11" DP11' DP 4'9" DP 4'9" DP 13'6" DP 6'3" DP 5'8" DP 12'6" DP13'6" DP11'6" DP 10' DP CCCCCC E SD SD SDHH 4'2" DP 2'4" DP 12' DP ED (TYP.) 5'3"4'6"4'9" 4'1 1 " 3' 7 " MW EL=26. 4 3 SD SD HH S GRADY WAY WWWWWWW SS SS SS SS SS SS S S 2 3 LAKE 399+48 LAKE 400+00 LAK E 4 0 1 + 0 0 GRADY 160+46GRADY 157+00 GRADY 158+00 GRADY 159+00 GRADY 160+00 LAKE STA 400+00.05 = GRADY STA 158+70.91 RAILAKDW 722+12 RAILAK D W 7 1 9 + 0 0 RAILAKDW 7 2 0 + 0 0 RAILA K D W 7 2 1 + 0 0 RAILAKDW STA 722+12.21 = LAKE STA 401+91.32 3 3 SS GRADY 8+63 SS GRADY 7+00 SS GRADY 8+00 PI = 8 + 2 1 . 0 4 SS GRADY 8+21.04, 0.00' SS GRADY 8+52.59, 0.00' 2 SS GRADY 7+24.93, 0.01' L END ALIGNMENT SS GRADY 8+62.59 N: 174986.16 E: 1298791.96 2 S 4 8 ° 3 2 ' 4 5 " E 4 1 . 5 5 ' CONSTRUCTION NOTES: INSTALL SEWER MAIN PER CITY OF RENTON STD. PLAN 413 INSTALL SEWER MANHOLE WITH MANHOLE FRAME AND COVER PER CITY OF RENTON STD. PLAN 400.1 AND 401.1 2 3 1.SEE SHEET BT120-USP100 FOR GENERAL NOTES. GENERAL NOTES: N 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 UTILITIES SEWER PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 BT120-USP105 BT120 230 1 M. ROUGH M. ROUGH M. STARLING M. ROUGH 0 12/10/2024 MR MS MR ISSUED FOR BID 1 06/13/2025 MR MS MR ADDENDUM#1 RTA/CN 0205-24 1"=20' N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 2 / 2 5 | 3: 4 8 P M | MR O U G H C: \ P W W O R K I N G \ J A C O B S _ B & I \ M A Y U M I . R O U G H @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - U S P 1 0 2 - 1 0 5 . D W G S1-BT120-USP102-105 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-VSF100 xS1-BTP120-UCN001 xS1-BT120-GZK020 xS1-BT120-USP001 xS1-BT120-CPP001 xS1-BT120-RPP001 xS1-BT120-VRX001 xS1-BT120-CAP001 xS1-BT120-CDP001 xS1-BT120-UWP001 GB-SEAL-MR46378 xS1-BT120-GZK010 xS1-BT120-CZN002 xS1-BT120-CZN003 MATC H L I N E : N O T U S E D T H I S S E R I E S LAK E A V E S CL BT120-C-LAKEAVES CL BT120-C-GRADYWAY MA T C H L I N E : G R A D Y S T A 1 5 6 + 5 0 SE E D W G B T 1 2 0 - U S P 1 0 4 SEE PROFILE 'B' ON SHEET BT120-USV101 FOR SEWER MAIN PROFILE 103 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRAD Y WAY 101 104 102 105 106 KEY MAP 107 MATCHLINE: NOT USED THIS SERIES MH-04 MH-05 MH-06 262LF 18" PVC SEWER 96LF 18" PVC SEWER 32LF 18" PVC SEWER A A CoR Permit Revision - CNWD #001MRMRMS10/24/2025A 10/24/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 WASTEWATER UTILITY jstowell 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 WW P - 2 7 - 4 3 3 2 S-433204 SIGN RA I N I E R A V E S N B ASPH ASPH VLT D R W HH H H HH CO W W W W W FO FO FO FO FO W W W W WM WV 3WV W V L T HH E E E E E C C C 2" DR O P SD SD SD SD SD SD SD SD X X XXX X X X X X X X X X X X ASPH X X X X X X X ELEC EQUIP PIV SD SD E E E E E E E E E E E E E S S S S S S EEEEEEEE G E E E E E E E E E HH E E E E E UNKN O W N U T I L I T Y C C C C C C C C C C 4'6" DP 3'5" DP 12 " W AB A N - W AB A N - W FH 3'10" 4'1"4'9" 7 " 4'1" 3'11" 5 ' 9 " 5 " 2 ' 1 " 1' 1 1 " 9" 2'4" 4 ' 1 1 " 5' 1 1 " 6'8" 6'11 " 3'10 " 1'6" 4'1"4'2" 4'7" 5'9" 5'8" 4'8 " 5' 1 1 " SS SS SS SS SS SS SS SS SS SS SS S S ^ ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ ^ ^ W W W W W W W W W W W W W W W W W SS SRTC STA 5+48.89, 0.00' SS SRTC STA 5+09.92, 0.00' BEGIN PIPE CASING, 52 LF S S S S S S SS N 0 1 ° 3 3 ' 0 6 " E 1 3 9 . 9 4 ' S S S R T C 5 + 0 0 SS SRTC 6 + 0 0 SS SRTC 6 + 7 3 PI = 4+08.95 PI = 5 + 4 8 . 8 9 PI = 5 + 8 8 . 8 1 END ALIGNMENT SS SRTC STA 6+73.17, 0.00' N: 175439.74 E: 1298365.93 N TC 511+00 N TC 512+00 N TC 513+00 N TC 514+00 S TC 611+00 S TC 612+00 S TC 613+00 S TC 614+00 RAINIER 207+00 SS SRTC STA 5+88.81, 0.00' SS SRTC STA 5+92.22, 0.00' END PIPE CASING N55° 02' 56" W 84.37' N63° 45' 40"W 39.92' SS SRTC STA 6+40.28, 0.00' BEGIN PIPE CASING, 48 LF CONSTRUCTION NOTES: INSTALL SEWER MAIN PER CITY OF RENTON STD. PLAN 413 INSTALL SADDLE MANHOLE WITH CAST-IN-PLACE BASE AND MANHOLE FRAME AND COVER PER CITY OF RENTON STD. PLAN 400.6 AND 401.1 INSTALL SEWER MANHOLE WITH MANHOLE FRAME AND COVER PER CITY OF RENTON STD. PLAN 400.1 AND 401.2 INSTALL SPLIT STEEL CASING PIPE FOR EXISTING MAIN LINES. SEE SHEET BT120-USD101 FOR DETAIL. INSTALL CASING PIPE FOR MAIN LINES & LATERALS PER CITY OF RENTON STD. PLAN 412 2 4 24 6 34 1.SEE SHEET BT120-USP100 FOR GENERAL NOTES. GENERAL NOTES: N 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 UTILITIES SEWER PLAN S RENTON TRANSIT CENTER BT120-USP201 BT120 231 1 M. ROUGH M. ROUGH M. STARLING M. ROUGH 0 12/10/2024 MR MS MR ISSUED FOR BID 1 06/13/2025 MR MS MR ADDENDUM#1 RTA/CN 0205-24 1"=20' N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 7 / 2 5 | 12 : 3 2 P M | MR O U G H C: \ P W W O R K I N G \ J A C O B S _ B & I \ M A Y U M I . R O U G H @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - U S P 2 0 1 - 2 0 5 . D W G S1-BT120-USP201-205 FACILITY ID: Xrefs: xS1-BTP120-TNP001 xBRT-CUD05-TB22x34 xS1-BT120-VSF100 xS1-BTP120-UCN001 xS1-BT120-GZK020 xS1-BT120-USP001 xS1-BT120-CPP001 xS1-BT120-RPP001 xS1-BT120-VRX001 xS1-BT120-CAP001 xS1-BT120-CDP001 xS1-BT120-UWP001 xS1-BT120-APP211 GB-SEAL-MR46378 xS1-BT120-GZK010 xS1-BT120-CZN002 xS1-BT120-CZN003 MA T C H L I N E : SE E D W G B T 1 2 0 - U S P 1 0 2 MA T C H L I N E : SE E D W G B T 1 2 0 - U S P 2 0 2 MATCHLINE SEE DWG BT20-USP203 103 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRAD Y WAY 105 101 104 102 201 FF=28.17 106 KEY MAP 107 MATCHLINE: NOT USED THIS SERIES SOUTH DRIVEWAY NORTH DRIVEWAY 2SEE PROFILE 'A' ON BT120-USV102 FOR SEWER MAIN PROFILE 34 140LF 8" PVC SEWER 6 MH-09 4 MH-10 24 A MRMRMS10/24/2025A 2SEE PROFILE 'B' ON BT120-USV102 FOR SEWER MAIN PROFILE 40LF 8" PVC SEWER CoR Permit Revision - CNWD #001 UPDATES TO ROW AND SEWER SEE SHEETS BT120-RPP104 BT120-RPP201-BT120-RPP205 BT120-USP102,BT120-USP104 BT120-USP201-USP202 BT120-USP204-USP205 A A A A 10/24/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 WASTEWATER UTILITY jstowell 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 WW P - 2 7 - 4 3 3 2 S-433205 ASPH WW FO FO FO WM WM WV WV EE E E E E E E E E E E 2" DROP W W W W W S D S D S D S D SD ASPH X X X X X X X X X X X X X X X X X X X X X PM X X X X X X X X X OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE SD SD S D E 5' 9 " 5'8 "4'8 " 5'1 1 " 3' 1 1 " 4'1 " S S SS S S SS SS ^ ^ ^ ^ ^ ^ ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ SD W W W W W W W W W W W W W W W W W W W SS SRTC STA 4+08.95, 0.00' R SS SRTC STA 4+58.56, 0.00' END PIPE CASING SS SS SS SS SS SS N0 1 ° 3 3 ' 0 6 " E 13 9 . 9 4 ' SS S R T C 4 + 0 0 SS S R T C 5 + 0 0 PI = 4 + 0 8 . 9 5 PI = 5+48.89 N TC 514+00 N TC 515+00 N TC 516+00 N TC 517+00 S TC 615+00 S TC 616+00 S TC 617+00 S TC 618+00 N6 3 ° 4 5 ' 4 0 " W 39. 9 2 ' CONSTRUCTION NOTES: 2 6 INSTALL SEWER MAIN PER CITY OF RENTON STD. PLAN 413 INSTALL SEWER MANHOLE WITH MANHOLE FRAME AND COVER PER CITY OF RENTON STD. PLAN 400.1 AND 401.2 INSTALL CASING PIPE FOR MAIN LINES & LATERALS PER CITY OF RENTON STD. PLAN 412 34 1.SEE SHEET BT120-USP100 FOR GENERAL NOTES. GENERAL NOTES: N 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 UTILITIES SEWER PLAN S RENTON TRANSIT CENTER BT120-USP202 BT120 232 1 M. ROUGH M. ROUGH M. STARLING M. ROUGH 0 12/10/2024 MR MS MR ISSUED FOR BID 1 06/13/2025 MR MS MR ADDENDUM#1 RTA/CN 0205-24 1"=20' N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 7 / 2 5 | 12 : 3 3 P M | MR O U G H C: \ P W W O R K I N G \ J A C O B S _ B & I \ M A Y U M I . R O U G H @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - U S P 2 0 1 - 2 0 5 . D W G S1-BT120-USP201-205 FACILITY ID: Xrefs: xS1-BTP120-TNP001 xBRT-CUD05-TB22x34 xS1-BT120-VSF100 xS1-BTP120-UCN001 xS1-BT120-GZK020 xS1-BT120-USP001 xS1-BT120-CPP001 xS1-BT120-RPP001 xS1-BT120-VRX001 xS1-BT120-CAP001 xS1-BT120-CDP001 xS1-BT120-UWP001 xS1-BT120-APP211 GB-SEAL-MR46378 xS1-BT120-GZK010 xS1-BT120-CZN002 xS1-BT120-CZN003 MA T C H L I N E : SE E D W G B T 1 2 0 - U S P 2 0 1 MATCHLINE: SEE DWG BT120-USP204 MA T C H L I N E : NO T U S E D T H I S S E R I E S 103 201 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRAD Y WAY 105 101 104 102 202 106 KEY MAP 107 SOUTH DRIVEWAY NORTH DRIVEWAY 6 2 SEE PROFILE 'A' ON BT120-USV102 FOR SEWER MAIN PROFILE 34 MH-08 140LF 8" PVC SEWER A A MSMR MR10/24/2025 CoR Permit Revision - CNWD #001 UPDATES TO ROW AND SEWER SEE SHEETS BT120-RPP104 BT120-RPP201-BT120-RPP205 BT120-USP102,BT120-USP104 BT120-USP201-USP202 BT120-USP204-USP205 A A 10/24/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 WASTEWATER UTILITY jstowell 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 WW P - 2 7 - 4 3 3 2 S-433206 ASPH ASPH SD D R W E 3 W V W V H H H H HH HH 2 I R R G W M GV 2VLTS E E E E W W W W C C C C C C C C C C C C C E E E EE E E E E E E E SD SD SD S D X X X X X X X X X X X X X X X X X X X X X X X X X X X ASPH SD FO FO FO FO FO FO FO FO FO EE E E E E E E E E F O F O F O F O F O F O F O FO S S S S S S S S S S S S EE E E E E E E E E E E E HH E E C C C W 1 2 " W BROA D B A N D VAULT 2'4" 3'1" 2'11" 3'3" 3'11" 3' 5' 2 " 4' 1 " 4'7" 2'11" 2'9" 1'4" 1'7" 2 ' 9 " 2' 1 " 2'7" 2'11" 2' 6' 3 " 5' 4 " 5' 3 " 4' 9 " 5'7" 3'10" SS SS SS SS SS SS CO W R A I N I E R A V E S S S SS SS SS SSCO CO SS S R T C 4 + 0 0 PI = 2 + 4 9 . 0 6 PI = 2+86.16 PI = 3+47 . 8 9 RAILAKDW 716+00 SS SRTC STA 3+33.57, 38.22' L IE=22.7 S TC STA 613+87.57, 99.75' RT IE=22.7 N2 5 ° 4 8 ' 2 9 " E 61 . 0 6 ' CONSTRUCTION NOTES: INSTALL SIDE SEWER PER CITY OF RENTON STD. PLAN 406.1 INSTALL 8" CLEANOUT FOR SANITARY SEWER MAIN PER CITY OF RENTON STD. PLAN 403.1 25 49 1.SEE SHEET BT120-USP100 FOR GENERAL NOTES. GENERAL NOTES: N M A T C H L I N E : SE E D W G B T 1 2 0 - U S P 2 0 4 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 UTILITIES SEWER PLAN S RENTON TRANSIT CENTER BT120-USP203 BT120 233 1 M. ROUGH M. ROUGH M. STARLING M. ROUGH 0 12/10/2024 MR MS MR ISSUED FOR BID 1 06/13/2025 MR MS MR ADDENDUM#1 RTA/CN 0205-24 1"=20' N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 2 / 2 5 | 3: 4 8 P M | MR O U G H C: \ P W W O R K I N G \ J A C O B S _ B & I \ M A Y U M I . R O U G H @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - U S P 2 0 1 - 2 0 5 . D W G S1-BT120-USP201-205 FACILITY ID: Xrefs: xS1-BTP120-TNP001 xBRT-CUD05-TB22x34 xS1-BT120-VSF100 xS1-BTP120-UCN001 xS1-BT120-GZK020 xS1-BT120-USP001 xS1-BT120-CPP001 xS1-BT120-RPP001 xS1-BT120-VRX001 xS1-BT120-CAP001 xS1-BT120-CDP001 xS1-BT120-UWP001 xS1-BT120-APP211 GB-SEAL-MR46378 xS1-BT120-GZK010 xS1-BT120-CZN002 xS1-BT120-CZN003 CL BT120-C-RAILAKDW MATCHLINE: SEE DWG BT120-USP201 MATCHLINE: SEE DWG BT120-USP205 MA T C H L I N E : SE E D W G B T 1 2 0 - U S P 1 0 2 M A T C H L I N E : S E E D W G B T 1 2 0 - U S P 1 0 1 103 201 202 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRAD Y WAY 105 101 104 102 203 25 FF=28.17 106 KEY MAP 107 RAINIER AND LAKE DWY 49 A 10/24/2025 MRMRMSA A CoR Permit Revision - CNWD #001 A 25 UPDATES TO ROW AND SEWER SEE SHEETS BT120-RPP104 BT120-RPP201-BT120-RPP205 BT120-USP102,BT120-USP104 BT120-USP201-USP202 BT120-USP204-USP205 A 10/24/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 WASTEWATER UTILITY jstowell 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 WW P - 2 7 - 4 3 3 2 S-433207 X X CONC ASPH UT VLT SS SD SW WM ELEC VLT E GV GM WM WV WM 2VLTS C C C C C C C C C C C E E E E E E TS VLT HH GM E E E E E E E E E E E E E E E E E E E E F O FO FO FO FO FO FO FO FO SD SD SD SD FO FO HH HH X X X X X X X X X X X X X X X X X X X X X X X X X X X PP PP X X X X ASPH SW X X X X OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE BLD EQUIP OE OE OE EO P EO P SD G G G G G E E E E E E E E E SS SS SS SS SS EEEE EEEEE G G G G G G E E E W W W E E E SS SS SS SS SS SS S S 2'11" 3 ' 4 " 3'9" 2'1 0 " 2'1" 2'9" 3' 9 " 4' 5 " 2'11" 3' 1 " 5' 2 " 4' 1 1 " 4'8" 4'6" 5'3" 4'6" 4'9" 4 ' 1 1 " 3 ' 7 " SS SS SS SS SS ELEC VLT HH S D S D X CO 14 17 18 19 21 22 23 24 25 26 27 28 W SS SRTC STA 3+23.88, 0.00' SS SRTC STA 3+41.76, 0.00' SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S CO CO N0 0 ° 0 5 ' 5 9 " E 16 9 . 0 6 ' SS S R T C 2 + 0 0 SS S R T C 3 + 0 0 SS S R T C 4 + 0 0 PI = 2+49.06 PI = 2 + 8 6 . 1 6 PI = 3+4 7 . 8 9 SS SRTC STA 2+49.06, 0.00' LAKE 400+00 LAK E 4 0 1 + 0 0 GRADY 15 9 + 0 0 LAKE STA 400+00.05 RAILAKDW 717+00 RAILAKDW 718+00 RAILAKDW 719+00 RAILA K D W 7 2 0 + 0 0 RAIL A K D W 7 2 1 + 0 0 SS SRTC STA 3+33.57, 38.22' L S TC STA 613+87.57, 99.75' RT SS SRTC STA 2+86.16, 0.00' SS SRTC STA 3+47.89, 0.00' N2 5 ° 5 5 ' 0 9 " E 37 . 1 0 ' N11° 42' 28"E 61.73' N2 5 ° 4 8 ' 2 9 " E 61 . 0 6 ' CONSTRUCTION NOTES: INSTALL SEWER MAIN PER CITY OF RENTON STD. PLAN 413 INSTALL SEWER MANHOLE WITH MANHOLE FRAME AND COVER PER CITY OF RENTON STD. PLAN 400.1 AND 401.2 INSTALL SIDE SEWER PER CITY OF RENTON STD. PLAN 406.1 2 6 25 1.SEE SHEET BT120-USP100 FOR GENERAL NOTES. GENERAL NOTES: N 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 UTILITIES SEWER PLAN S RENTON TRANSIT CENTER BT120-USP204 BT120 234 1 M. ROUGH M. ROUGH M. STARLING M. ROUGH 0 12/10/2024 MR MS MR ISSUED FOR BID 1 06/13/2025 MR MS MR ADDENDUM#1 RTA/CN 0205-24 1"=20' N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 7 / 2 5 | 12 : 3 3 P M | MR O U G H C: \ P W W O R K I N G \ J A C O B S _ B & I \ M A Y U M I . R O U G H @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - U S P 2 0 1 - 2 0 5 . D W G S1-BT120-USP201-205 FACILITY ID: Xrefs: xS1-BTP120-TNP001 xBRT-CUD05-TB22x34 xS1-BT120-VSF100 xS1-BTP120-UCN001 xS1-BT120-GZK020 xS1-BT120-USP001 xS1-BT120-CPP001 xS1-BT120-RPP001 xS1-BT120-VRX001 xS1-BT120-CAP001 xS1-BT120-CDP001 xS1-BT120-UWP001 xS1-BT120-APP211 GB-SEAL-MR46378 xS1-BT120-GZK010 xS1-BT120-CZN002 xS1-BT120-CZN003 EX. PARCEL BOUNDARY (TYP) CL BT120-C-RAILAKDW MATCHLINE: SEE DWG BT120-USP202 MATCHLIN E : SEE DWG B T 1 2 0 - U S P 1 0 4 MAT C H L I N E : SEE D W G B T 1 2 0 - U S P 1 0 5 MA T C H L I N E : SE E D W G B T 1 2 0 - U S P 2 0 3 MA T C H L I N E : NO T U S E D T H I S S E R I E S MATCHLI N E : SEE DWG B T 1 2 0 - U S P 1 0 5 149 LF 8" PVC SEWER SEE PROFILE 'A' ON BT120-USV102 FOR SEWER MAIN PROFILE 103 201 202 203 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRAD Y WAY 105 101 104 102 204 106 KEY MAP 107 2 MA T C H L I N E : SE E D W G B T 1 2 0 - U S P 2 0 5 RAINIER AND LAKE DWY 25 A A MSMR MR10/24/2025 6MH-07 CoR Permit Revision - CNWD #001 61 LF 8" PVC SEWER SEE PROFILE 'A' ON BT120-USV102 FOR SEWER MAIN PROFILE 2 37 LF 8" PVC SEWER SEE PROFILE 'A' ON BT120-USV102 FOR SEWER MAIN PROFILE 2 62 LF 8" PVC SEWER SEE PROFILE 'A' ON BT120-USV102 FOR SEWER MAIN PROFILE 2 6MH-12 6 MH-13 UPDATES TO ROW AND SEWER SEE SHEETS BT120-RPP104 BT120-RPP201-BT120-RPP205 BT120-USP102,BT120-USP104 BT120-USP201-USP202 BT120-USP204-USP205 A A 10/24/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 WASTEWATER UTILITY jstowell 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 WW P - 2 7 - 4 3 3 2 S-433208 X X X X X X X X X X X X X X R A I N I E R A V E S N B R A I N I E R A V E S S B GRAD Y W A Y E B ASPH ASPH ASPH VLT S D S D S S S S S S S S S S S S S D HH S W A S P H ASPH OE OE OE OE SW D R W E E EE WV WV HH HH HH HH 3HH HH 2 HH HH 4ELE C V L T WM E E E E E E E 3TRA F F I C C O N T R O L CABIN E T S E W E EE FO FO FO FO FO FO FO FO FO FO FO FO FO FO SD SD SD SD FO FO FO FO FO FO FO FO S D S D SS SS SS SS SS SS E FOF O FO X X X X X X X X X X X X X X X X X X X X X ASPH OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE SD CENTURYLINK F O 2-ZAY O F O C E E E E E UTIL V L T HH 5'9" D P 7'2" D P 6'11" D P 7' DP 6'6" D P 4'10" D P 5'9" D P E SD SD SD SD 3'8" D P 4'9" D P 3' DP 5'8" D P 5'10" D P 6'2" D P 5'5" D P 6'11 " ED (TY P . ) 4'9 " 4'11" 2'8" 2'1" 2'8" 2'7" 2'5 " 7" 1'1" 1'4" 2' SD SD SD SD SD SD SD HH R A I N I E R A V E S 1 2 3 4 5 6 7 8 9 10 12 R 5 1 . 9 0 R 4 8 . 5 4 R 5 0 . 0 0 R 2 0 . 0 0 R 1 5 . 0 0 R 1 9 . 8 9 R3 0 . 0 0 W W W W W W W W S S S S S S SS SS SS SS SS SS SS SS SS GRA D Y 1 5 3 + 0 0 GRA D Y 1 5 4 + 0 0 R A I N I E R 2 0 2 + 0 0 CONSTRUCTION NOTES: INSTALL SEWER MAIN PER CITY OF RENTON STD. PLAN 413 ADJUST MANHOLE 2 14 1.SEE SHEET BT120-USP100 FOR GENERAL NOTES. GENERAL NOTES: N 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 UTILITIES SEWER PLAN S RENTON TRANSIT CENTER BT120-USP205 BT120 235 1 M. ROUGH M. ROUGH M. STARLING M. ROUGH 0 12/10/2024 MR MS MR ISSUED FOR BID 1 06/13/2025 MR MS MR ADDENDUM#1 RTA/CN 0205-24 1"=20' N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 7 / 2 5 | 12 : 3 3 P M | MR O U G H C: \ P W W O R K I N G \ J A C O B S _ B & I \ M A Y U M I . R O U G H @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - U S P 2 0 1 - 2 0 5 . D W G S1-BT120-USP201-205 FACILITY ID: Xrefs: xS1-BTP120-TNP001 xBRT-CUD05-TB22x34 xS1-BT120-VSF100 xS1-BTP120-UCN001 xS1-BT120-GZK020 xS1-BT120-USP001 xS1-BT120-CPP001 xS1-BT120-RPP001 xS1-BT120-VRX001 xS1-BT120-CAP001 xS1-BT120-CDP001 xS1-BT120-UWP001 xS1-BT120-APP211 GB-SEAL-MR46378 xS1-BT120-GZK010 xS1-BT120-CZN002 xS1-BT120-CZN003 EX. ROW (TYP) 14 MAT C H L I N E : SEE D W G B T 1 2 0 - U S P 1 0 4 N O T U S E D T H I S S E R I E S M A T C H L I N E : N O T U S E D T H I S S E R I E S M A T C H L I N E : MATCHLINE: SEE DWG BT120-USP203 MATCHLINE: SEE DWG BT120-USP204 2149 LF 8" PVC SEWER SEE PROFILE 'A' ON BT120-USV102 FOR SEWER MAIN PROFILE 103 201 202 203 204 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRAD Y WAY 105 101 104 102 205 106 KEY MAP 107 A 10/24/2025 MRMRMSA CoR Permit Revision - CNWD #001 UPDATES TO ROW AND SEWER SEE SHEETS BT120-RPP104 BT120-RPP201-BT120-RPP205 BT120-USP102,BT120-USP104 BT120-USP201-USP202 BT120-USP204-USP205 A A A 10/24/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 WASTEWATER UTILITY jstowell 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 WW P - 2 7 - 4 3 3 2 S-433209 5 10 15 20 25 30 35 40 5 10 15 20 25 30 35 40 0+90 27 . 3 1+00 27 . 1 27 . 3 7 27 . 3 27 . 4 7 27 . 3 27 . 9 6 27 . 8 2+00 28 . 2 0 28 . 2 28 . 1 4 27 . 2 28 . 1 3 27 . 2 28 . 1 2 27 . 8 3+00 28 . 0 4 26 . 9 28 . 0 0 26 . 8 28 . 0 1 26 . 9 28 . 0 1 27 . 6 4+00 27 . 9 2 26 . 8 27 . 9 1 27 . 5 27 . 8 9 26 . 5 27 . 8 8 26 . 5 5+00 27 . 9 0 26 . 3 27 . 9 0 27 . 4 27 . 7 9 26 . 7 27 . 6 8 26 . 5 6+00 27 . 4 4 26 . 3 27 . 2 8 26 . 4 27 . 4 1 26 . 4 27 . 4 5 26 . 4 7+00 MH - 0 1 , 4 8 " D I A . C O N C . M A N H O L E SS G R A D Y 1 + 0 0 . 0 0 0 . 0 0 ' RI M 2 7 . 3 5 IE ( I N ) 1 1 . 3 1 ( E ) 90 LF 18" PVC SS @ 1.21% MH - 0 2 , 4 8 " D I A . C O N C . M A N H O L E SS G R A D Y 2 + 1 8 . 0 5 0 . 0 0 ' RI M 2 8 . 2 2 IE ( I N ) 1 2 . 9 0 ( E ) IE ( O U T ) 1 2 . 8 0 ( S ) 245 LF 18" PVC SS @ 0.60%245 LF 18" PVC SS @ 0.60% CONNECT EX TO NEW MANHOLE MH - 0 3 , 4 8 " D I A . C O N C . M A N H O L E SS G R A D Y 4 + 6 3 . 2 0 0 . 0 0 ' SS S R T C 1 + 0 0 . 0 0 0 . 0 0 ' RI M 2 7 . 9 0 IE ( I N ) 1 5 . 3 0 ( N ) IE ( I N ) 1 4 . 4 7 ( E ) IE ( O U T ) 1 4 . 3 7 ( W ) EX SD 262 LF 18" PVC SS @ 1.02% FINISH GRADE EXIST GRADE MH - 0 2 , 4 8 " D I A . C O N C . M A N H O L E SS G R A D Y 2 + 1 8 . 0 5 0 . 0 0 ' RI M 2 8 . 2 2 IE ( I N ) 1 2 . 9 0 ( E ) IE ( O U T ) 1 2 . 8 0 ( S ) MH - 0 1 , 4 8 " D I A . C O N C . M A N H O L E SS G R A D Y 1 + 0 0 . 0 0 0 . 0 0 ' RI M 2 7 . 3 5 IE ( I N ) 1 1 . 3 1 ( E ) MH - 1 1 , 4 8 " D I A . C O N C . M A N H O L E SS G R A D Y 1 + 9 0 . 3 6 0 . 0 0 ' RI M 2 7 . 4 4 IE ( I N ) 1 2 . 5 0 ( N ) IE ( O U T ) 1 2 . 4 0 ( W ) 28 LF 18" PVC SS @ 1.08% EX FO EX E EX COMM EX COMM TO BE ABANDONED EX E EX 8" W TO BE REMOVED 1.VERIFY DEPTHS AND HORIZONTAL LOCATIONS OF ALL UTILITIES. 2.ALL EXISTING UTILITY LOCATIONS SHOWN IN PLAN AND PROFILE ARE QUALITY LEVEL D PER ASCE 38-02 STANDARD GUIDELINE FOR THE COLLECTION AND DEPICTION OF EXISTING UTILITY SUBSURFACE DATA. BASE MAP WILL BE UPDATED WHEN SUBSURFACE UTILITY ENGINEERING IS COMPLETED. GENERAL NOTES: 10 15 20 25 30 35 40 10 15 20 25 30 35 40 262LF 18" PVC SS @ 1.02% 27 . 4 5 26 . 4 7+00 27 . 3 2 26 . 1 27 . 2 5 26 . 2 27 . 1 1 26 . 2 27 . 0 8 26 . 7 8+00 27 . 0 2 26 . 4 26 . 2 5 26 . 0 9+00 FINISH GRADE EXIST GRADE MH - 0 4 , 4 8 " D I A . C O N C . M A N H O L E SS G R A D Y 7 + 2 4 . 9 5 0 . 0 0 ' L T RI M 2 7 . 3 2 IE ( I N ) 1 7 . 2 5 ( E ) IE ( O U T ) 1 7 . 1 5 ( W ) MH - 0 5 , 4 8 " D I A . C O N C . M A N H O L E SS G R A D Y 8 + 2 1 . 0 4 0 . 0 0 ' RI M 2 7 . 0 8 IE ( I N ) 1 7 . 6 0 ( S E ) IE ( O U T ) 1 7 . 5 0 ( W ) MH - 0 6 , 4 8 " D I A . C O N C . M A N H O L E SS G R A D Y 8 + 5 2 . 5 9 0 . 0 0 ' RI M 2 6 . 2 7 IE ( O U T ) 1 7 . 7 0 ( N W ) 32 LF 18" PVC SS @ 0.32% 96 LF 18" PVC SS @ 0.26% EX E EX W EX FO TO BE REMOVED 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 UTILITIES SEWER PROFILE S RENTON TRANSIT CENTER BT120-USV101 BT120 236 1 M. ROUGH M. ROUGH M. STARLING M. ROUGH 0 12/10/2024 MR MS MR ISSUED FOR BID 1 06/13/2025 MR MS MR ADDENDUM#1 RTA/CN 0205-24 1"=20' No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 2 / 2 5 | 3: 4 9 P M | MR O U G H C: \ P W W O R K I N G \ J A C O B S _ B & I \ M A Y U M I . R O U G H @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - U S V 1 0 1 - 1 0 2 . D W G S1-BT120-USV101-102 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-USV001 GB-SEAL-MR46378 SCALE IN FEET 02.5 55 10 (1" = 5') (HOR.) (VERT.) MA T C H L I N E : S T A 7 + 0 0 , S E E B E L O W 18" SEWER, SS GRADY SCALE: H 1:20, V 1:5 A BT120-USP104 MA T C H L I N E : S T A 7 + 0 0 , S E E A B O V E 18" SEWER, SS GRADY SCALE: H 1:20, V 1:5 B BT120-USP105 A MRMRMS10/24/2025A CoR Permit Revision - CNWD #001 A A 10/24/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 WASTEWATER UTILITY jstowell 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 WW P - 2 7 - 4 3 3 2 S-433210 5 10 15 20 25 30 35 40 5 10 15 20 25 30 35 40 EXIST GRADE FINISH GRADE 0+75 26 . 7 0 26 . 7 1+00 26 . 6 5 26 . 7 26 . 9 8 27 . 0 27 . 1 6 27 . 2 27 . 4 1 27 . 4 2+00 27 . 6 6 27 . 7 26 . 2 1 26 . 2 25 . 9 6 26 . 0 26 . 3 6 26 . 4 3+00 26 . 4 4 26 . 4 26 . 1 7 26 . 2 25 . 8 9 25 . 9 26 . 1 6 26 . 2 4+00 26 . 2 6 26 . 3 26 . 2 8 26 . 3 26 . 1 1 26 . 1 25 . 9 4 25 . 9 5+00 25 . 9 3 25 . 9 25 . 9 9 26 . 0 25 . 7 8 25 . 8 25 . 6 5 25 . 6 6+00 149 LF 8" PVC SS @ 1.14% 37 LF 8" PVC SS @ 0.90% MH - 0 8 , 4 8 " D I A . C O N C . M A N H O L E SS S R T C 4 + 0 8 . 9 5 0 . 0 0 ' RI M 2 7 . 9 9 IE ( I N ) 1 8 . 7 0 ( N ) IE ( O U T ) 1 8 . 6 0 ( S W ) 140 LF 8" PVC SS @ 0.57% MH - 0 7 , 4 8 " D I A . C O N C . M A N H O L E SS S R T C 2 + 4 9 . 0 6 0 . 0 0 ' RI M 2 8 . 0 3 IE ( I N ) 1 7 . 1 0 ( N E ) IE ( O U T ) 1 7 . 0 0 ( S ) MH - 0 3 , 4 8 " D I A . C O N C . M A N H O L E SS G R A D Y 4 + 6 3 . 2 0 0 . 0 0 ' SS S R T C 1 + 0 0 . 0 0 0 . 0 0 ' RI M 2 7 . 9 0 IE ( I N ) 1 5 . 3 0 ( N ) IE ( I N ) 1 4 . 4 7 ( E ) IE ( O U T ) 1 4 . 3 7 ( W ) MH - 0 9 , 4 8 " D I A . C O N C . M A N H O L E SS S R T C 5 + 4 8 . 8 9 0 . 0 0 ' RI M 2 8 . 0 9 IE ( I N ) 1 9 . 5 0 ( N W ) IE ( O U T ) 1 9 . 5 0 ( S ) 52 LF CASING EX 8" W TO BE ABANDONED EX SS TO BE ABANDONED PROP 12" W EX. 30" CONC EX E EX E PROP 12" SD SS SRTC 3+41.76, IE 18.02 SIDE SEWER CONNECTION SS SRTC 3+23.88, IE 17.85 SIDE SEWER CONNECTION EX FO SS SRTC 4+58.56, IE 18.97 SS SRTC 5+09.92, IE 19.26 62 LF 8" PVC SS @ 0.92%61 LF 8" PVC SS @ 0.66% MH - 1 3 , 4 8 " D I A . C O N C . M A N H O L E SS S R T C 3 + 4 7 . 8 9 0 . 0 0 ' RI M 2 8 . 2 3 IE ( I N ) 1 8 . 2 0 ( N E ) IE ( O U T ) 1 8 . 1 0 ( S ) MH - 1 2 , 4 8 " D I A . C O N C . M A N H O L E SS S R T C 2 + 8 6 . 1 6 0 . 0 0 ' RI M 2 8 . 0 0 IE ( I N ) 1 7 . 5 3 ( N ) IE ( O U T ) 1 7 . 4 3 ( S W ) 1.VERIFY DEPTHS AND HORIZONTAL LOCATIONS OF ALL UTILITIES. 2.ALL EXISTING UTILITY LOCATIONS SHOWN IN PLAN AND PROFILE ARE QUALITY LEVEL D PER ASCE 38-02 STANDARD GUIDELINE FOR THE COLLECTION AND DEPICTION OF EXISTING UTILITY SUBSURFACE DATA. BASE MAP WILL BE UPDATED WHEN SUBSURFACE UTILITY ENGINEERING IS COMPLETED. GENERAL NOTES: 10 15 20 25 30 35 40 10 15 20 25 30 35 40 25 . 9 3 25 . 9 5+25 25 . 9 9 26 . 0 25 . 7 8 25 . 8 25 . 6 5 25 . 6 6+00 25 . 3 9 25 . 4 25 . 3 6 25 . 4 7+00 EXIST GRADE FINISH GRADE MH - 0 9 , 4 8 " D I A . C O N C . M A N H O L E SS S R T C 5 + 4 8 . 8 9 0 . 0 0 ' RI M 2 8 . 0 9 IE ( I N ) 1 9 . 5 0 ( N W ) IE ( O U T ) 1 9 . 5 0 ( S ) 40 LF 8" PVC SS @ 1.05% MH - 1 0 , 4 8 " D I A . C O N C . M A N H O L E SS S R T C 5 + 8 8 . 8 1 0 . 0 0 ' RI M 2 7 . 5 1 IE ( I N ) 2 0 . 0 2 ( N W ) IE ( O U T ) 1 9 . 9 2 ( S E ) STEEL PICKET FENCE RETAINING WALL PL EXIST 8" SEWER 48 LF CASING SS SRTC 5+92.23 SS SRTC 6+40.28 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 UTILITIES SEWER PROFILE S RENTON TRANSIT CENTER BT120-USV102 BT120 237 1 M. ROUGH M. ROUGH M. STARLING M. ROUGH 0 12/10/2024 MR MS MR ISSUED FOR BID 1 06/13/2025 MR MS MR ADDENDUM#1 RTA/CN 0205-24 1"=20' No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 2 / 2 5 | 3: 4 9 P M | MR O U G H C: \ P W W O R K I N G \ J A C O B S _ B & I \ M A Y U M I . R O U G H @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - U S V 1 0 1 - 1 0 2 . D W G S1-BT120-USV101-102 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-USV001 GB-SEAL-MR46378 20 40 SCALE IN FEET 01020 (1" = 20') SCALE IN FEET 02.5 55 10 (1" = 5') (HOR.) (VERT.) 8" SEWER, SS SRTC SCALE: H 1:20, V 1:5 A BT120-USP104, 201, 202, 204, & 205 8" SEWER, SS SRTC SCALE: H 1:20, V 1:5 B BT120-USP201 A A 10/24/2025 MSMR MR A A CoR Permit Revision - CNWD #001 10/24/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 WASTEWATER UTILITY jstowell 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 WW P - 2 7 - 4 3 3 2 S-433211 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 UTILITIES SEWER DETAILS S RENTON TRANSIT CENTER BT120-USD101 BT120 237A 0 M. ROUGH M. ROUGH M. STARLING M. ROUGH 0 MR MS MR RTA/CN 0205-24 NTS No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 2 / 2 5 | 3: 4 9 P M | MR O U G H C: \ P W W O R K I N G \ J A C O B S _ B & I \ M A Y U M I . R O U G H @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - U S D 1 0 1 . D W G S1-BT120-USD101 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 GB-SEAL-MR46378 SPLIT STEEL CASING PIPE FOR EXISTING MAIN LINES DETAIL NTS 1 BT120-USP201 & BT120-USV102 SPLIT STEEL CASING SPLIT STEEL CASING THICKNESS SPLIT STEEL CASING DIAMETERS ARE "OUTSIDE DIAMETER" FOR 16" AND LARGER FOR SPLIT STEEL CASING, PROVIDE SHOP-APPLIED ANTI-CORROSIVE COATING ON CASING EXTERIOR CONFORMING TO AWWA 210 PRODUCT SHALL BE TNEMEC HI-BUILD TNEME-TAR SERIES 46H-413 OF APPROVED EQUAL MINIMUM COATING THICKNESS SHALL BE 16 MILS DFT. 10/24/2025 NEW DRAWING 0 CoR Permit Revision - CNWD #001 10/24/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 WASTEWATER UTILITY jstowell 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 WW P - 2 7 - 4 3 3 2 S-433212 No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 1 1 / 2 5 | 11 : 2 3 A M | RE B E C C A . S N E L L I N G S C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - S N E L L I R \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - T S N 1 0 1 . D W G S1-BT120-TSN101 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 GB-SEAL-RJH43665 LEGEND*: EVP SENSOR GPS ANTENNA VEHICLE SIGNAL HEAD VEHICLE SIGNAL HEAD WITH TURN ARROW LUMINAIRE TRAFFIC SIGNAL POLE JUNCTION BOX (TYPE 1, TYPE 2, TYPE 8) CONDUIT PEDESTRIAN SIGNAL HEAD PEDESTRIAN PUSH BUTTON POLE PEDESTRIAN PUSH BUTTON DETECTION CAMERA PTZ CAMERA MAST ARM MOUNTED SIGN CONTROLLER CABINET UNINTERRUPTIBLE POWER SUPPLY SERVICE CABINET SMALL CABLE VAULT GPS OPTICOM POLE NOTE CONSTRUCTION NOTE SIGNAL HEAD NUMBER SIGN NUMBER SEE SHEETS BT120-GZN006-GZN007 FOR GENERAL SYMBOLS AND LEGEND # # # GENERAL NOTES: 1.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE CITY OF RENTON STANDARDS, WSDOT/APWA STANDARD PLANS, CURRENT WSDOT STANDARD SPECIFICATIONS, LATEST AMENDMENTS TO THE STANDARD SPECIFICATIONS, SPECIAL PROVISIONS, AND THESE PLANS. 2.THE LOCATION OF ALL NEW POLES AND EQUIPMENT TO BE INSTALLED SHALL BE VERIFIED IN THE FIELD BY THE ENGINEER PRIOR TO INSTALLATION. 3.ALL EXISTING OR PROPOSED TRANSPORTATION FEATURES WITHIN THE PROJECT CONSTRUCTION LIMITS SHALL MEET CURRENT ADA STANDARDS (I.E. JUNCTION BOXES SHALL HAVE NON-SKID LIDS). 4.THE CONSTRUCTION PLANS DO NOT SHOW ALL UNDERGROUND UTILITIES. ALL EXISTING UTILITIES SHALL BE LOCATED AND MARKED IN THE FIELD PRIOR TO PERFORMING ANY UNDERGROUND WORK INCLUDING FOUNDATION EXCAVATION, CONDUIT TRENCHING AND/OR CONDUIT BORING TO AVOID DAMAGE TO ANY UNDERGROUND UTILITIES. HAND DIGGING MAY BE REQUIRED IN AREAS WHERE EXISTING UNDERGROUND UTILITIES CONFLICT WITH POLE FOUNDATION INSTALLATION. UTILITY COMPANIES SHALL BE CONTACTED THROUGH THE ENGINEER IF PROPOSED CONSTRUCTION CONFLICTS WITH ANY EXISTING UTILITIES. ALL EXISTING UTILITY INFRASTRUCTURE TO BE PROTECTED AT ALL TIMES THROUGHOUT CONSTRUCTION. 5.ALL NEW SIGNS SHALL COMPLY WITH THE MUTCD, CITY OF RENTON, AND WASHINGTON STATE SUPPLEMENT TO THE MUTCD. 6.ALL NEW METAL CONDUITS SHALL BE GROUNDED AND BONDED IN ACCORDANCE WITH NEC REQUIREMENTS AND WSDOT STANDARD PLAN J-60.05-01 (TYPICAL GROUNDING DETAILS). 7.CONDUIT AND JUNCTION BOX LOCATIONS ARE SCHEMATIC. VERIFY FINAL LOCATIONS WITH THE ENGINEER PRIOR TO INSTALLATION. 8.NEW JUNCTION BOXES LOCATED WITHIN PEDESTRIAN WALKWAYS SHALL HAVE SKID-RESISTANT LID SURFACE. 9.PROPOSED CONDUITS PLACED BENEATH ROADWAYS AND SHOULDER AREAS SHALL BE SCHEDULE 80 PVC. PROPOSED CONDUITS PLACED IN ALL OTHER AREAS SHALL BE SCHEDULE 40 PVC. DIRECTIONAL BORED CONDUITS SHALL BE HDPE. 10.ALL PEDESTRIAN PUSH BUTTONS SHALL BE ACCESSIBLE APS TYPE AND CONFORM TO THE CONTRACT SPECIFICATIONS. PUSH BUTTONS SHALL BE MOUNTED PER MANUFACTURER'S SPECIFICATIONS. 11.ALL NEW CONDUCTOR(S) SHALL BE PERMANENTLY LABELED IN EACH JUNCTION BOX, CABINET, AND TERMINAL CABINET. 12.ALL NEW TRAFFIC SIGNAL HEADS, PEDESTRIAN HEADS, AND PUSH BUTTONS SHALL BE SECURELY COVERED WHILE NOT IN OPERATION. 13.NEW CONDUITS SHALL SHARE THE SAME TRENCH WITH OTHER NEW UTILITIES WHEREVER PRACTICABLE. 14.CONTRACTOR SHALL MAINTAIN THE EXISTING OR HIGHER LIGHTING LEVELS UNTIL NEW FIXTURES ARE INSTALLED AND OPERATIONAL. 15.CONDUIT BENDS AND SWEEPS FOR FIBER CONDUIT RUNS SHALL NOT EXCEED 3-FEET MINIMUM RADIUS. 16.NUMBER OF CONDUIT BENDS BETWEEN PULL POINTS SHALL BE MORE THAN THE EQUIVALENT OF FOUR 90 DEGREE BENDS OR 360 DEGREES TOTAL. THE CONTRACTOR SHALL FURNISH AND INSTALL ADDITIONAL JUNCTION BOXES AS REQUIRED. 17.SIGNAL POLE AND CABINET FOUNDATIONS SHALL BE CLASS 4000P CONCRETE. 18.ALL PROPOSED SIGNAL POLE FOUNDATIONS SHALL INCLUDE A CONCRETE PAD AROUND THE FOUNDATION. PROPOSED OR EXISTING SIDEWALK SHALL BE CONSIDERED PART OF THE FOUNDATION PAD. FOUNDATION PAD SHALL BE AT LEAST 2 FEET OFFSET FROM THE SIGNAL POLE FOUNDATION, AS SPACE ALLOWS. 19.ALL TRAFFIC SIGNAL SYSTEMS, ILLUMINATION SYSTEMS, OR OTHER ELECTRICAL TRANSPORTATION SYSTEMS ARE SUBJECT TO INSPECTION BY CITY OF RENTON TRANSPORTATION OPERATIONS MAINTENANCE DEPARTMENT PRIOR TO FINAL ACCEPTANCE. CONTRACTOR TO COORDINATE INSPECTION WITH THE TRANSPORTATION OPERATIONS MAINTENANCE MANAGER OR OTHER TRANSPORTATION OPERATIONS MAINTENANCE REPRESENTATIVE. 20.CONTRACTOR SHALL COORDINATE TESTING AND PROGRAMMING OF DETECTION CAMERAS WITH THE CITY OF RENTON. 43665 STATE O F WASHIN G T O N REGISTE R E D P R O F ESSIONAL E N G INEER RICHA R D J . HUTCHI N S O N DETV # * PTZ STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 TRAFFIC SIGNAL LEGEND BT120-TSN101 BT120 238 1 R. TLEHHEMA R. SNELLINGS E. SHIMIZU R. HUTCHINSON 0 12/10/2024 BN RT RH ISSUED FOR BID 1 06/13/2025 BN RT RH ADDENDUM #1 RTA/CN 0205-24 NTS SCV 1 6/12/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433239 H H H SS SS SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D SD E E E FO FO SD SD SD FO FO FO SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD X X X X X X X X X X X X X SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS E E T T T T T T T T T T T T T T T T T T T T E 2 ' D P 2' DP 3'11" D P EG G G S D S D N TC 5 0 9 + 5 3 N TC 510+00 N TC 511+00 S TC 609+53 S TC 610+00 S T C 6 1 1 + 0 0 HA R D I E 3 1 0 + 0 0 H A R D I E 3 0 9 + 0 0 HA R D I E 3 1 0 + 0 0 RA I N I E R 2 0 6 + 0 0 RAINIER 207+00 RA I N I E R 2 0 8 + 0 0 N TC STA 510+04.91 = RAINIER STA 207+16.93 S TC STA 610+02.99 = RAINIER STA 206+67.81 DET V DET V DE T V PTZ DETV PTZ SCALE IN FEET 0 10 20510 (1" = 10') N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 11 / 2 0 / 2 5 | 10 : 3 6 A M | BR E N N A N . N I E H O F F C: \ P W W O R K I N G \ J A C O B S _ B & I \ A R J A E . G U I A O @ D K S A S S O C I A T E S . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - T S D 1 0 1 - 1 0 4 . D W G S1-BT120-TSD101-104 FACILITY ID: Xrefs: xS1-BT120-VRX001 xS1-BT120-VSF100 xS1-BT120-TSP001 xS1-BT120-TNP001 xS1-BT120-CLP001 xBRT-CUD05-TB22x34 xS1-BT120-GZK020 GB-SEAL-RJH43665 xS1-BT120-CPP001 xS1-BT120-CDP001 xS1-BT120-JCP001 xS1-BT120-LPP001 xS1-BT120-LHP001 xS1-BT120-EPP101 xS1-BT120-CAP001 xS1-BT120-CMP001 xS1-BT120-TIP001 RA I N I E R A V E S HA R D I E A V E S W 43665 STATE O F WASHIN G T O N REGISTE R E D P R O FESSIONAL E N G INEER RICHA R D J . HUTCHI N S O N 15 GENERAL NOTES: 1.SEE SHEET BT120-TSN101 FOR GENERAL NOTES AND LEGEND. 2.SEE SHEET BT120-TSD102 FOR CONSTRUCTION NOTES AND SIGN SCHEDULE. 3.SEE SHEET BT120-TSS101 FOR WIRING TABLE. 4.SEE SHEET BT120-TSS102 FOR POLE DETAILS. 5.SEE SHEETS BT120-TSS103 TO BT120-TSS104 FOR TERMINATIONS. 12" 12"Y R 12"G VEHICLE SIGNAL HEAD NO. SIGNAL HEAD DISPLAY 12" 12"Y R 12"G VEHICLE SIGNAL HEAD NO. PEDESTRIAN SIGNAL HEAD NO. LED NOTES: 1.ALL TRAFFIC SIGNAL EQUIPMENT AND SIGNS SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 2.VEHICLE AND PEDESTRIAN SIGNAL HEADS SHALL BE PAINTED TRAFFIC YELLOW. VEHICLE SIGNAL HEAD TUNNEL VISORS SHALL BE PAINTED TRAFFIC YELLOW, INSIDE OF THE VISOR SHALL BE PAINTED FLAT BLACK. 3.ALL VEHICLE SIGNAL HEADS SHALL BE EQUIPPED WITH 5 INCH, 0.058 INCH MIN THICKNESS. ALUMINUM BACK PLATES WITH 1 INCH RETROREFLECTIVE YELLOW TAPE BORDER. FRONT OF THE BACK PLATE SHALL BE PAINTED FLAT BLACK, BACK OF BACK PLATE SHALL BE PAINTED TRAFFIC YELLOW. 4.BACK OF MAST ARM AND POLE MOUNTED SIGNS, AND ALL MOUNTED HARDWARE, SHALL BE PAINTED FLAT BLACK. 5.SIGNAL POLES SHALL INCLUDE ANCHOR BOLT COVERS. 6.TOP OF FOUNDATION SHALL MATCH TOP OF CURB, SHOULDER, OR SIDEWALK, WHICHEVER IS HIGHEST. 7.SIGNAL POLES AND FOUNDATION SHALL BE EQUIPPED WITH IDENTIFICATION TAGS PER STD PLAN 139. 8.THIS NEW SIGNAL SHALL BE CONNECTED TO THE EXISTING ADAPTIVE SCOOT SYSTEM WITH THE RAINIER AVE CORRIDOR. PROVIDE SCOOT LICENSE, CONFIGURATION, PROGRAM, IMPLEMENTATION AND PROGRAMMING, TIMING UPDATES TO THE ADJACENT SIGNALS DUE TO THE ADDITION OF THIS NEW SIGNAL TO THE ADAPTIVE CORRIDOR. REFER TO SPECIFICATIONS FOR SCOOT SYSTEM INFORMATION. 12" 12"Y R 12"G VEHICLE SIGNAL HEAD NO. S1 21 22 23 41 42 61 62 63 11 3231 28 29 67 68 69 86 66 87 PROPOSED PHASE DIAGRAM Ø1 Ø2 Ø3 Ø4 Ø5 Ø6 Ø7 Ø8 NOT USED PROTECTED VEHICLE MOVEMENT PERMISSIVE VEHICLE MOVEMENT PEDESTRIAN MOVEMENT NOT USED 23 22 21 EV P B S6 S5 1 1 12 4 14 13 11 2 152 69 10 14 2 9 16 15 13 12 11 2 15 8 9 67 17 15 7 63 62 61 11 87 28 68 S4 33 S3 3 10 8 2 7 4 16 32 31 S4 5 6 16 5 4 4 15 33 6 3 89 2 29 86 17 88 89 S2 ROW EV P D STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 TRAFFIC SIGNALIZATION DETAILS HARDIE AVE SW & RAINIER AVE S BT120-TSD101 BT120 239 A R. TLEHHEMA R. SNELLINGS E. SHIMIZU R. HUTCHINSON 0 12/10/2024 BN RT RH ISSUED FOR BID 1 06/13/2025 BN RT RH ADDENDUM #1 A 10/24/2025 BN RT RH CoR Permit Revision - CNWD #001 RTA/CN 0205-24 1"=10' 66 PPB61 PPB84 PPB8B PPB83 PPB22 PPB23 PPB21PPB82 PPB8A PPB64 PPB62 PPB81 PPB63 S8 88 EV P A 42 EVP C 41 S7 S1 4 18 S5 19 2 A A A 11/21/2025 condition of approval #12: per std plan 140 DEVELOPMENT ENGINEERING msippo 11/25/2025T-433240 TRANSPORTATION OPERATION CBarnes 12/01/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 8 / 2 5 | 4: 4 2 P M | OW E N W A N G C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - W A N G O \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - T S D 1 0 1 - 1 0 4 . D W G S1-BT120-TSD101-104 FACILITY ID: Xrefs: xS1-BT120-VRX001 xS1-BT120-VSF100 xS1-BT120-TSP001 xS1-BT120-TNP001 xS1-BT120-CLP001 xBRT-CUD05-TB22x34 xS1-BT120-GZK020 GB-SEAL-RJH43665 xS1-BT120-CPP001 xS1-BT120-CDP001 xS1-BT120-JCP001 xS1-BT120-LPP001 xS1-BT120-LHP001 xS1-BT120-EPP101 xS1-BT120-CAP001 xS1-BT120-CMP001 xS1-BT120-TIP001 43665 STATE O F WASHIN G T O N REGISTE R E D P R O FESSIONAL E N G INEER RICHA R D J . HUTCHI N S O N CONSTRUCTION NOTES: CONSTRUCT FOUNDATION PER MAST ARM POLE FOUNDATION DETAIL ON BT120-SGY403. FURNISH AND INSTALL NEW TYPE III MAST ARM TRAFFIC SIGNAL POLE PER CITY OF RENTON STD PLAN 140. FURNISH AND INSTALL A 45FT MAST ARM WITH THREE VEHICLE SIGNAL HEADS, ONE ITERIS APEX HYBRID VIDEO CAMERA AND RADAR SENSOR DETECTION SYSTEM AND ACCESSORIES (CAMERA WIRING, CAMERA MOUNTING BRACKET, ALL SIGNAL CABINET EQUIPMENT TO GET THE CAMERA OPERATIONAL, PER MANUFACTURE'S RECOMENDATIONS, SEE PROJECT SPECIFICATIONS SECTION 34 41 00 FOR INSTALLATION WITH A 10-YEAR SERVICE DURATION OF ITERIS SPM HOSTED DATA SERVICE AND VANTAGELIVE! HOSTED DATA SERVICE, WARANTY, MAINTENANCE SUPPORT. COORDINATE AND CONFIRM WITH ERIC CUTSHALL (425-430-7423) FOR VIDEO CAMERAS AND MOUNT LOCATIONS PRIOR TO INSTALLATION), ONE OPTICOM PRE-EMPTION, TWO TRAFFIC SIGNS, AND ONE STREET NAME SIGN FOR THE NORTHBOUND DIRECTION. FURNISH AND INSTALL TWO PEDESTRIAN SIGNAL HEADS, TWO APS PUSH BUTTON ASSEMBLIES PER WSDOT STD PLAN J-20.26-01, ONE SIQURA/TKH PD950 CAMERA, AND ONE TERMINAL CABINET ON THE POLE. INSTALL NEW LUMINAIRE MAST ARM WITH NEW LED FIXTURE. SEE POLE SCHEDULE ON SHEET BT120-TSS102 FOR ADDITIONAL DETAILS. SEE SPECIAL PROVISIONS. SIQURA/TKH PD950 CAMERA SHALL BE COMPLETELY OPERATIONAL WITH THE CITY OF RENTON'S VIDEO MANAGEMENT SYSTEM. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. CONSTRUCT FOUNDATION PER MAST ARM POLE FOUNDATION DETAIL ON BT120-SGY403. FURNISH AND INSTALL NEW TYPE II MAST ARM TRAFFIC SIGNAL POLE PER CITY OF RENTON STD PLAN 140. FURNISH AND INSTALL A 25FT MAST ARM WITH TWO VEHICLE SIGNAL HEADS, ONE OPTICOM PRE-EMPTION, ONE ITERIS APEX HYBRID VIDEO CAMERA AND RADAR SENSOR DETECTION SYSTEM AND ACCESSORIES (CAMERA WIRING, CAMERA MOUNTING BRACKET, ALL SIGNAL CABINET EQUIPMENT TO GET THE CAMERA OPERATIONAL, PER MANUFACTURE'S RECOMENDATIONS, SEE PROJECT SPECIFICATIONS SECTION 34 41 00 FOR INSTALLATION WITH A 10-YEAR SERVICE DURATION OF ITERIS SPM HOSTED DATA SERVICE AND VANTAGELIVE! HOSTED DATA SERVICE, WARANTY, MAINTENANCE SUPPORT. COORDINATE AND CONFIRM WITH ERIC CUTSHALL (425-430-7423) FOR VIDEO CAMERAS AND MOUNT LOCATIONS PRIOR TO INSTALLATION), AND ONE TRAFFIC SIGN FOR THE EASTBOUND DIRECTION. FURNISH AND INSTALL ONE TERMINAL CABINET ON THE POLE. SEE POLE SCHEDULE ON SHEET BT120-TSS102 FOR ADDITIONAL DETAILS. SEE SPECIAL PROVISIONS. CONSTRUCT FOUNDATION PER MAST ARM POLE FOUNDATION DETAIL ON BT120-SGY403. FURNISH AND INSTALL NEW TYPE III DOUBLE MAST ARM TRAFFIC SIGNAL POLE PER CITY OF RENTON STD PLAN 140. FURNISH AND INSTALL A 50FT MAST ARM WITH FOUR VEHICLE SIGNAL HEADS, ONE ITERIS APEX HYBRID VIDEO CAMERA AND RADAR SENSOR DETECTION SYSTEM AND ACCESSORIES (CAMERA WIRING, CAMERA MOUNTING BRACKET, ALL SIGNAL CABINET EQUIPMENT TO GET THE CAMERA OPERATIONAL, PER MANUFACTURE'S RECOMENDATIONS, SEE PROJECT SPECIFICATIONS SECTION 34 41 00 FOR INSTALLATION WITH A 10-YEAR SERVICE DURATION OF ITERIS SPM HOSTED DATA SERVICE AND VANTAGELIVE! HOSTED DATA SERVICE, WARANTY, MAINTENANCE SUPPORT. COORDINATE AND CONFIRM WITH ERIC CUTSHALL (425-430-7423) FOR VIDEO CAMERAS AND MOUNT LOCATIONS PRIOR TO INSTALLATION), ONE OPTICOM PRE-EMPTION, ONE STRIDE TSP GPS ANTENNA, TWO TRAFFIC SIGNS, AND ONE STREET NAME SIGN FOR THE SOUTHBOUND DIRECTION. FURNISH AND INSTALL A 35FT MAST ARM WITH TWO VEHICLE SIGNAL HEADS, ONE ITERIS APEX HYBRID VIDEO CAMERA AND RADAR SENSOR DETECTION SYSTEM AND ACCESSORIES (CAMERA WIRING, CAMERA MOUNTING BRACKET, ALL SIGNAL CABINET EQUIPMENT TO GET THE CAMERA OPERATIONAL, PER MANUFACTURE'S RECOMENDATIONS, SEE CITY OF RENTON'S SPEC FOR INSTALLATION WITH A 10-YEAR SERVICE DURATION OF ITERIS SPM HOSTED DATA SERVICE AND VANTAGELIVE! HOSTED DATA SERVICE, WARANTY, MAINTENANCE SUPPORT. COORDINATE AND CONFIRM WITH ERIC CUTHSALL FOR VIDEO CAMERAS AND MOUNT LOCATIONS PRIOR TO INSTALLATION), ONE OPTICOM PRE-EMPTION, ONE TRAFFIC SIGN AND ONE STREET DESIGNATION SIGN FOR THE WESTBOUND DIRECTION. FURNISH AND INSTALL ONE PEDESTRIAN SIGNAL HEAD, ONE SIQURA/TKH PD950 CAMERA, ONE GPS OPTICOM, AND ONE TERMINAL CABINET ON THE POLE. INSTALL NEW LUMINAIRE MAST ARM WITH NEW LED FIXTURE. SEE POLE SCHEDULE ON SHEET BT120-TSS102 FOR ADDITIONAL DETAILS. SEE SPECIAL PROVISIONS. SIQURA/TKH PD950 CAMERA SHALL BE COMPLETELY OPERATIONAL WITH THE CITY OF RENTON'S VIDEO MANAGEMENT SYSTEM. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. CONSTRUCT CURB BASE FOUNDATION AND ONE PEDESTRIAN PUSH BUTTON POST PER WSDOT STD PLAN J-20.11-03. FURNISH AND INSTALL ONE APS PUSH BUTTON ASSEMBLY PER WSDOT STD PLAN J-20.26-01. CONSTRUCT FOUNDATION AND ONE TYPE PS POLE PER WSDOT STD PLANS J-21.10-05 AND J.20-16-02. FURNISH AND INSTALL ONE PEDESTRIAN SIGNAL HEADS AND ONE APS PUSH BUTTON ASSEMBLIES PER WSDOT STD PLAN J-20.26-01. CONSTRUCT CURB BASE FOUNDATION AND ONE PEDESTRIAN PUSH BUTTON POST PER WSDOT STD PLAN J-20.11-03. FURNISH AND INSTALL ONE APS PUSH BUTTON ASSEMBLY PER WSDOT STD PLAN J-20.26-01. CONSTRUCT FOUNDATION AND ONE TYPE 1 POLE PER WSDOT STD PLANS J-21.10-05 AND J.21-15-01. FURNISH AND INSTALL ONE PEDESTRIAN SIGNAL HEAD, ONE VEHICLE SIGNAL HEAD AND ONE APS PUSH BUTTON ASSEMBLY PER WSDOT STD PLAN J-20.26-01. CONSTRUCT FOUNDATION AND ONE TYPE PS POLE PER WSDOT STD PLANS J-21.10-05 AND J-20.16-02. FURNISH AND INSTALL ONE PEDESTRIAN SIGNAL HEAD AND ONE APS PUSH BUTTON ASSEMBLY PER WSDOT STD PLAN J-20.26-01. CONSTRUCT FOUNDATION AND ONE TYPE PS POLE PER WSDOT STD PLANS J-21.10-05 AND J-20.16-02. FURNISH AND INSTALL ONE PEDESTRIAN SIGNAL HEAD AND ONE APS PUSH BUTTON ASSEMBLY PER WSDOT STD PLAN J-20.26-01. CONSTRUCT FOUNDATION AND ONE TYPE PS POLE PER WSDOT STD PLANS J-21.10-05 AND J.20-16-02. FURNISH AND INSTALL ONE PEDESTRIAN SIGNAL HEAD AND ONE APS PUSH BUTTON ASSEMBLY PER WSDOT STD PLAN J-20.26-01. CONSTRUCT FOUNDATION AND ONE TYPE PS POLE PER WSDOT STD PLANS J-21.10-05 AND J.20-16-02. FURNISH AND INSTALL ONE PEDESTRIAN SIGNAL HEAD AND ONE APS PUSH BUTTON ASSEMBLY PER WSDOT STD PLAN J-20.26-01. CONSTRUCT CURB BASE FOUNDATION AND ONE PEDESTRIAN PUSH BUTTON POST PER WSDOT STD PLAN J-20.11-03. FURNISH AND INSTALL ONE APS PUSH BUTTON ASSEMBLY PER WSDOT STD PLAN J-20.26-01. CONSTRUCT TRAFFIC CONTROLLER AND ELECTRICAL SERVICE CABINET FOUNDATION PAD PER CITY OF RENTON STD PLANS 126.2. FURNISH AND INSTALL ELECTRICAL SERVICE CABINET PER CITY OF RENTON STD PLAN 122.2 WITH DOOR FACING EAST, NEMA TS2 - TYPE 1 # ITSP+251550990 CABINET WITH UNINTERRUPTED POWER SUPPLY (UPS) LOCATED ON THE SIDE OF THE CABINET WITH FRONT DOOR FACING EAST AND RIGHT SIDE DOOR FACING NORTH, YUNEX TRAFFIC YURAFFIC BLADE EDGE CAPABLE ADVANCED TRAFFIC CONTROLLER, AND ALL ASSOCIATED EQUIPMENT TO OPERATE A FULLY FUNCTIONING TRAFFIC SIGNAL SYSTEM. SEE SPECIAL PROVISIONS. FURNISH AND INSTALL NEW TYPE 1 JUNCTION BOX PER WSDOT STD PLAN J-40.10-04. FURNISH AND INSTALL NEW TYPE 2 JUNCTION BOX PER WSDOT STD PLAN J-40.10-04. FURNISH AND INSTALL NEW TYPE 8 JUNCTION BOX PER WSDOT STD PLAN J-40.30-04. CONNECT GPS ANTENNA CABLE TO OPTICOM 764 PHASE SELECTOR AND INSTALL ONE OPTICOM 768 AUXILIARY INTERFACE PANEL. CONSTRUCT FOUNDATION AND ONE PEDESTRIAN PUSH BUTTON POST PER WSDOT STD PLAN J-20.15-04. FURNISH AND INSTALL ONE APS PUSH BUTTON ASSEMBLY PER WSDOT STD PLAN J-20.26-01. CONSTRUCT FOUNDATION AND ONE TYPE PS POLE PER WSDOT STD PLANS J-21.10-05 AND J.20-16-02. FURNISH AND INSTALL ONE PEDESTRIAN SIGNAL HEADS AND ONE APS PUSH BUTTON ASSEMBLIES PER WSDOT STD PLAN J-20.26-01. 1 2 3 5 6 7 8 9 10 11 12 EXCEPT BUSES SIGNS: SIGN NOTES: 1.STREET NAME SIGNS SHALL FOLLOW CITY OF RENTON STANDARD DETAIL G 132. 2.BACK OF ALL SIGNS SHALL BE BLACK. S1 S2 S3 R3-2 (36" X 36") S4 S5 4 13 14 15 16 17 EXCEPT BUSES S6 R3-1 (36" X 36") R3-2 MOD (36" X 42") STREET NAME SIGN (120" X 18") STREET NAME SIGN (108" X 18") R3-1 MOD (36" X 42") STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 TRAFFIC SIGNAL DETAILS HARDIE AVE SW & RAINIER AVE S BT120-TSD102 BT120 240 A R. TLEHHEMA R. SNELLINGS E. SHIMIZU R. HUTCHINSON 0 12/10/2024 BN RT RH ISSUED FOR BID 1 06/13/2025 BN RT RH ADDENDUM #1 A 10/24/2025 BN RT RH CoR Permit Revision - CNWD #001 RTA/CN 0205-24 NTS S7 R10-15A (30" X 30") S8 R10-15LA (30" X 30") 18 19 NOTES: 1.CONTRACTOR SHALL NOTIFY ERIC CUTSHALL (425-430-7423) TO MODIFY THE ADAPTIVE TIMINGS PRIOR TO CONSTRUCTION WORK FOR SIGNAL AND ROADWAY. 2.CONTRACTOR SHALL NOTIFY ERIC CUTSHALL (425-430-7423) WHEN READY FOR SIGNAL INSPECTION AND THE COMPLETION OF VIDEO DETECTION AND SIGNAL WORK FOR ADAPTIVE CONFIGURATION, PROGRAMMING, AND IMPLEMENTATION. FOR VEHICLES TURNING FOR VEHICLES TURNING A A A A A A 10/28/2025 condition of approval #13: #itsp+2515509990 DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433241 TRANSPORTATION OPERATION CBarnes 12/01/2025 No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 1 5 / 2 5 | 11 : 1 6 A M | BR E N N A N . N I E H O F F C: \ P W W O R K I N G \ J A C O B S _ B & I \ A R J A E . G U I A O @ D K S A S S O C I A T E S . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - T S S 1 0 1 - 1 0 6 . D W G S1-BT120-TSS101-106 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 GB-SEAL-RJH43665 WIRING SCHEDULE RUN NO.RACEWAY CONDUIT SIZE EVPE 3CS PED BUTTON 2CS PED HEAD 3C VEH HEAD 5C #6 (PWR)TSP GPS GPS OPTICOM CCTV PTZ CAMERA #6 (GND)REMARKS 1 3"1 2 2 1 2*1 1 2 2"1 1 1 3 3"1 2 2 1 2*1 1 2"SPARE 4 1"1 1 5 3"1 3 2 1 2*1 1 2"SPARE 6 3"1 5 4 1 2*1 1 2"SPARE 7 3"1 1 1 1 8 3"1 3 4 1 2*1 3"1 3 1 2 1 2"SPARE 9 2"1 1 1 1 2"SPARE 10 3"2 1 1 3 2*1 1 2 1 1 11 3"2 1 1 4 2*1 1 2 1 1 2"2 2 1 12 2"2*1 13 2"1 1 2"SPARE 14 2"3 2 1 2"SPARE 15 3"10 2 1 1 1 3"2 1 4 1 1 1 2 1 3"2 2 4 4 2*2 1 2"SPARE 16 NOT USED 17 2"1 1 1 1 43665 STAT E O F WASHIN G T O N REGISTE R E D P R O F ESSIONAL E N G INEER RICHA R D J . HUTCHIN S O N *SEE ILLUMINATION PLANS FOR MORE DETAILS. PRE-EMPTION DETECTOR ID PHASE EVP-A 1, 6 EVP-B 2 EVP-C 4 EVP-D 3 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 TRAFFIC SIGNAL SCHEDULES HARDIE AVE SW & RAINIER AVE S BT120-TSS101 BT120 241 A R. TLEHHEMA R. SNELLINGS E. SHIMIZU R. HUTCHINSON 0 12/10/2024 BN RT RH ISSUED FOR BID 1 06/13/2025 BN RT RH ADDENDUM #1 A 10/24/2025 BN RT RH CoR Permit Revision - CNWD #001 RTA/CN 0205-24 NTS TSP LOW PRIORITY SCHEDULE CHANNEL PHASE A 2 B 6 A 10/24/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433242 TRANSPORTATION OPERATION CBarnes 12/01/2025 GS43:1panelStyle:regulatory.ssipanelName:R3-2panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:MIN.:24x24,STD.:24x24,SPCL.:30x30,EXP.:36x36,FWY.:48x48panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:2widthRounding:1heightRounding:1panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000 panelStyle:regulatory.ssipanelName:R3-1panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:MIN.:24x24,STD.:24x24,SPCL.:30x30,EXP.:36x36,FWY.:48x48panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:2widthRounding:1heightRounding:1panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000 GS43:1panelStyle:regulatory.ssipanelName:R3-2panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:MIN.:24x24,STD.:24x24,SPCL.:30x30,EXP.:36x36,FWY.:48x48panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:2widthRounding:1heightRounding:1panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000 No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 1 5 / 2 5 | 11 : 1 6 A M | BR E N N A N . N I E H O F F C: \ P W W O R K I N G \ J A C O B S _ B & I \ A R J A E . G U I A O @ D K S A S S O C I A T E S . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - T S S 1 0 1 - 1 0 6 . D W G S1-BT120-TSS101-106 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 GB-SEAL-RJH43665 43665 STAT E O F WASHIN G T O N REGISTE R E D P R O F ESSIONAL E N G INEER RICHA R D J . HUTCHIN S O N NOTES: 1.TYPE E MOUNTS SHALL BE USED FOR PEDESTRIAN DISPLAYS ON TYPE II OR III SIGNAL STANDARDS, WITH THE FOLLOWING EXCEPTION: A TYPE B MOUNT FOR A SINGLE PEDESTRIAN DISPLAY. SIGNAL STANDARD DETAIL CHART STD NO STATION FIELD LOCATION OFFSET LT RT P.O.A. POLE TYPE A1 A2 B1 B2 B4 B5 B6 C D E G2FG1 H I1 I2 FOUNDATION DEPTH (FT)REMARKSSIGNAL MAST ARM DATA B7 B8 B9 B10B3 SOIL BEARING PRESSURE (PSF) MOUNTING HEIGHT (FT) B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 FOUNDATION DESIGN XYZ (FT ³ ) LUMINAIRE ARM (FT)WINDLOAD AREAS (FT ² ) (X)(Y) CALCULATED POLE XYZ (FT ³ )OFFSETS (FT) (Z) (POLE ℄ TO ATTACHMENT POINT) ELEV *** STREET NAME *** ELEVATION IS TO TOP OF FOUNDATION. FIELD VERIFY ELEVATION PRIOR TO ORDERING SIGNAL STANDARDS. CALCULATED POLE XYZ (FT ³ ) IS THE SUM OF THE TOTAL XYZ (FT ³ ) FOR THE SIGNAL ARM AND THE XYZ (FT ³ ) FOR THE LUMINAIRE ARM (IF PRESENT). 1 RAINIER 2 4 5 6 7 RAINIER RAINIER RAINIER RAINIER 3 RAINIER 8 RAINIER 9 RAINIER 10 RAINIER 11 RAINIER 12 RAINIER RAINIER 0 0 0 0 0 0 0 0 0 0 270 0 270 III II III II PS PPB I PS PS PS PS PPB PPB NOTES: MOUNTING COUPLING INSTALLED BY FABRICATOR AT OFFSET DISTANCES INDICATED IN CHART. FIELD INSTALLED. LOCATION SHALL BE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION ENGINEERING PRIOR TO INSTALLATION. LEGEND 1 90 180 90 180 180 270 90 180 0 00 00 90 270 0 90 40.5 34.5 30 24 18 14 738 13.5 10 10 19.8 15.3 11.1 1796 2253 842 804 90 270 180 0 POLE ATTACHMENT POINT ANGLES (deg.) 0 0 270 270 180 90 SEE MAST ARM FOUNDATION DETAILS ON BT120-SGY403 2300 900 1350 20.5 20.5 20.5 20.5 35 35 60.3207+71.9 X 4.5206+23.5 X 59.8206+33.9 X 63.3207+01.3 X 61.1206+43.6 X 5.3206+30.2 X 48.5205+81.2 X 46.5206+39.8 X 61.0206+83.5 X 66.1207+29.3 X 59.3207+60.8 X 7.5207+75.6 X POLE ORIENTATION AND ATTACHMENT POINT DETAIL 90° 3 E 90° 0°180° 270°E R O A D W A Y MEASURE ATTACHMENT POINT ANGLES CLOCKWISE FROM POLE ORIENTATION LINE (E ATTACHMENT POINT) TO THE ATTACHMENT POINT LOCATION POLE ORIENTATION LINE (E1 ATTACHMENT POINT) LOCATION STATION ATTACHMENT POINT ALL HANDHOLES AT 180° FROM E ANCHOR BOLT PLATE O F F S E T L I N E i i I I g g i TYPE PPB PPB POST TYPE PS PED. HEAD STANDARD 8' - 0 " PLACEMENT SHALL BE 2' - 0" MIN. FROM FACE OF CURB OR EDGE OF SHOULDER; 3' - 0" MIN. FROM FACE OF GUARDRAIL; 4' - 0" MIN. FROM CONC. BARRIER TYPE 2 (MEASURED FROM A POINT WHERE THE BARRIER BASE MEETS THE SHOULDER SURFACE (TOE). MEASUREMENT TAKEN FROM TRAFFIC SIDE OF BARRIER; TO FACE OF POLE TYPE II, III SIGNAL STANDARD 1 1 2 a. VEHICLE DISPLAY b. VIDEO DETECTION CAMERA c. STREET NAME SIGN d.PRE-EMPT DETECTOR e.POST MOUNTED SIGN f.LUMINAIRE g.PEDESTRIAN DISPLAY h.TERMINAL CABINET i.PPB j.HANDHOLE k.SIGNAL SIGN m.PRE-EMPT DETECTOR n.TSP ANTENNA o.PTZ CAMERA POLE ORIENTATION ANGLE (P.O.A.) DEGREES CLOCKWISE FROM OFFSET LINE TO POLE ORIENTATION LINE (E ATTACHMENT POINT) MAST ARM LENGTH 6' 8' 10' 12' 14' 16' 33.0 39.6 46.2 52.8 19.8 26.4 3 3X Y Z (ft) LUMINAIRE MAST ARM X Y Z (ft) HEIGHT OF PEDESTRIAN PUSH BUTTON: 42" h i i 85 ° E E G G H H I I H H I I A2 A1 12 ' - 0 " 8' - 0 " 10 ' - 1 2 " c gg j j i B10 h i CURB OR EDGE OF SHOULDER ELEVATION IS TO TOP OF FOUNDATION PER SIGNAL DETAIL CHART LIMITS OF VERTICAL CLEARANCE a a d a B1 B5 B6 B9 ROADWAY SEE COR STANDARD PLAN 140 FOR BASE PLATE AND FOUNDATION INFORMATION D D C f APPLY GROUT EVEN WITH THE BOTTOM OF THE ANCHOR PLATE AFTER PLUMBING THE STANDARD, PROVIDE 3/8" DIAMETER DRAIN TUBE IN THE GROUT PAD 40'45'50' MIN.MAX.MIN.MAX.MIN.MAX.MIN.MAX. 4 SECTION 12" 5 SECTION 12" 17.5' 17.0' 17.0' 19.2' 18.0' 17.5' 20.9' 19.7' 18.5' 22.0' 20.8' 19.6' 3 SECTION 12" 5 SECTION DOGHOUSE 12"16.5' 16.5' 16.5' 16.5' 16.5' 16.5' 16.5' 16.5' 16.5' 16.5' 16.5' 16.5' HORIZONTAL DISTANCE FROM STOP LINE SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY 53' - 180' MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO ROADWAY 2 k B2 b B3 B4 m PAINT SPECIFICATIONS: ALL STEEL SIGNAL AND LUMINAIRE PARTS SHALL BE GALVANIZED. ALL POLE METAL COMPONENTS SHALL BE FACTORY PRIME AND POWDER COATED. FINISH COLOR: RAL 9005 "JET BLACK" WITH A HAMMER FINISH. FINAL GRADE SHOULD BE VERIFIED BY TRANSPORTATION MAINTENANCE MANAGER PRIOR TO FOUNDATION CONCRETE POUR. 3 3 2 1 1 11 1 1 1 2 2 2 a B7 1 k B8 1 13.1 10.59.29.299.2 9.2 9 9.2 47.5 40.5 29 39 34.5 18.5 23.5 15 11.5 7.5 33.2 26 29.818.6 6.2 9.2 9.2 9.2 15.0 10.5 9.2 9.2 10.5 9.2 13.5 1900 SEE MAST ARM FOUNDATION DETAILS ON BT120-SGY403 SEE MAST ARM FOUNDATION DETAILS ON BT120-SGY403 0 0 a F F 230 17.3 3 23 o STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 TRAFFIC SIGNAL SCHEDULES HARDIE AVE SW & RAINIER AVE S BT120-TSS102 BT120 242 A R. TLEHHEMA R. SNELLINGS E. SHIMIZU R. HUTCHINSON 0 12/10/2024 BN RT RH ISSUED FOR BID 1 06/13/2025 BN RT RH ADDENDUM #1 A 10/24/2025 BN RT RH CoR Permit Revision - CNWD #001 RTA/CN 0205-24 NTS 6.5 MAST ARM LENGTH (FT) 45 35 50 25 15 24.41' 25.39'23.0 6.54.4 15.0 18 RAINIER 0 PPB50.8206+29.1 0 0 X 19 RAINIER 0 PS74.3206+46.1 0X A A A 10/24/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433243 TRANSPORTATION OPERATION CBarnes 12/01/2025 GS43:1panelStyle:regulatory.ssipanelName:R3-2panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:MIN.:24x24,STD.:24x24,SPCL.:30x30,EXP.:36x36,FWY.:48x48panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:2widthRounding:1heightRounding:1panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000 panelStyle:regulatory.ssipanelName:R3-1panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:MIN.:24x24,STD.:24x24,SPCL.:30x30,EXP.:36x36,FWY.:48x48panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:2widthRounding:1heightRounding:1panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000 GS43:1panelStyle:regulatory.ssipanelName:R3-2panelQuantity:1panelStation:nonepanelMaterial:0legendMaterial:0panelMounting:0panelWidthLock:1panelHeightLock:1marginAlign:9panelRoundCorners:0constructPanelMode:0constructPanels:36|24|18panelSizes:MIN.:24x24,STD.:24x24,SPCL.:30x30,EXP.:36x36,FWY.:48x48panelStandard:2levels:GSCOLORFILL|GSBWFILL|GSOUTLINEversion:2widthRounding:1heightRounding:1panelShape:0panelBorderRadius:12.000chevronTipRadius:12.000chevronShoulderRadius:12.000 No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 1 5 / 2 5 | 11 : 1 6 A M | BR E N N A N . N I E H O F F C: \ P W W O R K I N G \ J A C O B S _ B & I \ A R J A E . G U I A O @ D K S A S S O C I A T E S . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - T S S 1 0 1 - 1 0 6 . D W G S1-BT120-TSS101-106 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 GB-SEAL-RJH43665 43665 STAT E O F WASHIN G T O N REGISTE R E D P R O F ESSIONAL E N G INEER RICHA R D J . HUTCHIN S O N POLE 1 R Y G G O R621 622 623 B W624 626 -Ø221 1-5C 621 622 623 624 626 -Ø222 1-3C COM HND MAN 721 722 723 -Ø228 781 782 783 -Ø886 1-3C 621 622 623 624 626 -Ø223 1-5C BL Y O5B1 5B2 5B3 1-3CS EVPB 1-2CSO784 785 PPB # 83 BAPS 1-2CSO724 725 PPB # 22 BAPS 1-5C 621 622 623 624 626 SPLICE IN TERMINAL CABINET 1-VIDEO DETECTION TO CONTROLLER 631 632 633 634 636 -Ø331 1-5C POLE 2 631 632 633 634 636 -Ø332 1-5C 631 632 633 634 636 SPLICE IN TERMINAL CABINET 1-5C TO CONTROLLER 1-5C 661 662 663 664 666 -Ø661 1-5C POLE 3 616 SPLICE IN TERMINAL CABINET 664 661 662 663 611 612 613 614 666 641 642 643 644 646 3-5C TO CONTROLLER 611 612 613 614 616 -Ø111 1-5C 661 662 663 664 666 -Ø662 1-5C 661 662 663 664 666 -Ø663 1-5C 641 642 643 644 646 -Ø441 1-5C 641 642 643 644 646 -Ø442 1-5C 631 632 633 634 636 -Ø333 1-5C 5A1 5A2 5A3 1-3CS EVPA 5C1 5C2 5C3 1-3CS EVPC 1-2CSO724 725 PPB # 23 BAPS POLE 4 1-2CSO724 725 PPB # 21 BAPS POLE 5 1-2CSO784 785 PPB # 82 BAPS 1-3C 781 782 783 -Ø889 1-3C 721 722 723 -Ø229 POLE 6 1-2CSO784 785 PPB # 8A BAPS TO CONTROLLER POLE 7 1-2CSO764 765 PPB # 64 BAPS 1-3C 761 762 763 -Ø667 POLE 8 1-2CSO764 765 PPB # 62 BAPS TO CONTROLLER TO CONTROLLER POLE 9 1-2CSO764 765 PPB # 63 BAPS 1-3C 761 762 763 -Ø668 TO CONTROLLER POLE 10 1-2CSO764 765 PPB # 61 BAPS 1-3C 761 762 763 -Ø669 POLE 11 1-2CSO784 785 PPB # 84 BAPS 1-3C 781 782 783 -Ø887 POLE 12 1-2CSO784 785 PPB # 8B B TO CONTROLLER TO CONTROLLER TO CONTROLLER TO CONTROLLER TO CONTROLLER 1-3C 781 782 783 -Ø888 TO CONTROLLER 1-TSP TO CONTROLLER TO CONTROLLER TO CONTROLLER TO CONTROLLER TO CONTROLLER TO CONTROLLER TO CONTROLLER TO CONTROLLER 5D1 5D2 5D3 1-3CS EVPD 1-PTZ STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 TRAFFIC SIGNAL SCHEDULES HARDIE AVE SW & RAINIER AVE S BT120-TSS103 BT120 243 A R. TLEHHEMA R. SNELLINGS E. SHIMIZU R. HUTCHINSON ADDENDUM A 0 12/10/2024 BN RT RH ISSUED FOR BID 1 06/13/2025 BN RT RH ADDENDUM #1 A 10/24/2025 BN RT RH CoR Permit Revision - CNWD #001 RTA/CN 0205-24 NTS R Y G G O R B W W G R R Y G G O R B W G O R B W G O R B W W G R 1-PTZ R Y G G O R B W R Y G G O R B W R Y G G O R B W R Y G G O R B W BL Y O BL Y O BL Y O R Y G G O R B W R Y G G O R B W R Y G G O R B W G O R B W G O R B W G O R B W R Y G G O R B W G O R B W G O R B W G O R B W G O R B W G O R B W 1-GPS OPTICOM W G R W G R W G R R Y G G O R B WW G R W G R W G R W G R COM HND MAN COM HND MAN COM HND MAN COM HND MAN COM HND MAN COM HND MAN COM HND MAN COM HND MAN DET V 1-VIDEO DETECTION DET V 2-VIDEO DETECTION DET V POLE 18 1-2CSO784 785 PPB # 81 BAPS TO CONTROLLER 1-3C 761 762 763 -Ø666 TO CONTROLLER W G R COM HND MAN POLE 19 A A 10/24/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433244 TRANSPORTATION OPERATION CBarnes 12/01/2025 No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 2 / 2 5 | 8: 4 9 A M | OW E N . W A N G C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - W A N G O \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - T S S 1 0 1 - 1 0 6 . D W G S1-BT120-TSS101-106 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 GB-SEAL-RJH43665 43665 STATE O F WASHIN G T O N REGISTE R E D P R O F ESSIONAL E N G INEER RICHA R D J . HUTCHI N S O N 3-#6 POWER POLE 1: 1-5C, 2-3C, 1-3CS, 2-2CS, 1-CCTV, 1-PTZ 120V AC SERVICEAC NEUTRAL GND W BK POLE 2: 1-5C, 1-3CS, 1-CCTV W POLE 3: 3-5C, 1-3C, 2-3CS, 2-CCTV, 1-TSP, 1-PTZ, 1-GPS OPTICOM POLE 4: 1-2CS POLE 5: 1-2CS, 1-3C POLE 6: 1-2CS POLE 7: 1-2CS, 1-3C, 1-5C POLE 8: 1-2CS, 1-3C POLE 9: 1-2CS, 1-3C POLE 10: 1-2CS, 1-3C POLE 11: 1-2CS, 1-3C POLE 12: 1-2CS DET COM GND PPB Ø2 21, 22, 23B O SHLD DET COM GND PPB Ø6 61, 62, 63, 64B O SHLD DET COM GND PPB Ø8 81, 82, 83, 84, 8A, 8BB O SHLD VEH HDSG Y R G W B O Ø1 VEH HDS Ø2 21, 22, 23 VEH HDS Ø4 41, 42 VEH HDS Ø6 61, 62, 63 11 VEH HDS Ø3 31, 32, 33 R MAN HND COM PED HDS Ø2 28, 29 MAN HND COM PED HDS Ø6 66, 67, 68, 69 MAN HND COM PED HDS Ø8 86, 87, 88, 89 W G R W G R W G R VIDEO DETECTION DC- DC+ CH A PRE-EMPT Ø2 BL Y O Ø1 & Ø6 Ø4 PRE-EMPT PRE-EMPT DC- DC+ CH C DC- DC+ CH D 5A3 5A2 5A1 5C3 5C2 5C1 5D3 5D2 5D1 783 782 781 763 762 761 723 722 721 663 664 662 661 666 643 644 642 641 646 623 624 626 622 621 613 614 612 611 616 633 634 632 631 636 765 764 760 725 724 720 785 784 780 502 501 500 TSP DC- DC+ CH B PRE-EMPT Ø3 5B3 5B2 5B1 PTZ CAMERA STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 TRAFFIC SIGNAL SCHEDULES HARDIE AVE SW & RAINIER AVE S BT120-TSS104 BT120 244 A R. TLEHHEMA R. SNELLINGS E. SHIMIZU R. HUTCHINSON 0 12/10/2024 BN RT RH ISSUED FOR BID 1 06/13/2025 BN RT RH ADDENDUM 1 A 10/24/2025 BN RT RH CoR Permit Revision - CNWD #001 RTA/CN 0205-24 NTS G Y R G W B O R G Y R G W B O R G Y R G W B O R G Y R G W B O R BL Y O BL Y O BL Y O 1-GPS OPTICOM DET V POLE 18: 1-2CS POLE 18: 1-2CS, 1-3C A A 10/24/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433245 TRANSPORTATION OPERATION CBarnes 12/01/2025 T T T T T T T T T T T T T T T T T T T T E E E T E E E E E E FO FO FO FO FO FO FO FO FO FO FO FO F O F O F O FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD X X X X X X X X SD SD SD SD S D S D SS SS 31+5 0 R5 0 . 0 0 27 28 LAKE 399+48 LAKE 400+00 LAK E 4 0 1 + 0 0 GRADY 15 8 + 0 0 GRADY 15 9 + 0 0 GRADY 16 0 + 0 0 LAKE STA 400+00.05 = GRADY STA 158+70.91 DE T V SCALE IN FEET 0 10 20510 (1" = 10') No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 1 5 / 2 5 | 11 : 1 5 A M | BR E N N A N . N I E H O F F C: \ P W W O R K I N G \ J A C O B S _ B & I \ A R J A E . G U I A O @ D K S A S S O C I A T E S . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - T S D 1 0 1 - 1 0 4 . D W G S1-BT120-TSD101-104 FACILITY ID: Xrefs: xS1-BT120-VRX001 xS1-BT120-VSF100 xS1-BT120-TSP001 xS1-BT120-TNP001 xS1-BT120-CLP001 xBRT-CUD05-TB22x34 xS1-BT120-GZK020 GB-SEAL-RJH43665 xS1-BT120-CPP001 xS1-BT120-CDP001 xS1-BT120-JCP001 xS1-BT120-LPP001 xS1-BT120-LHP001 xS1-BT120-EPP101 xS1-BT120-CAP001 xS1-BT120-CMP001 xS1-BT120-TIP001 N S GRADY W A Y LA K E A V E S 4 3 5 12 12 9 10 PROTECTED VEHICLE MOVEMENT PERMISSIVE VEHICLE MOVEMENT PEDESTRIAN MOVEMENT FLASHING YELLOW ARROW Ø1 Ø5 Ø2 Ø6 EXISTING PHASE DIAGRAM GENERAL NOTES: 1.SEE SHEET BT120-TSN101 FOR GENERAL NOTES AND LEGEND. 2.SEE SHEET BT120-TSS105 FOR WIRING TABLE. 3.SEE SHEET BT120-TSS106 FOR POLE SCHEDULE AND TERMINATIONS. FYA CONSTRUCTION NOTES: CONSTRUCT CURB BASE FOUNDATION PER WSDOT STD. PLAN J-20.11-03. FURNISH AND INSTALL ONE NEW TYPE BREAKAWAY PPB POST AND ONE NEW APS PUSH BUTTON ASSEMBLY ON POLE. CONSTRUCT CURB BASE FOUNDATION AND ONE PEDESTRIAN PUSH BUTTON POST PER WSDOT STD PLAN J-20.11-03 AND ONE NEW APS PUSH BUTTON ASSEMBLY ON POLE. DISCONNECT AND REMOVE EXISTING WIRING TO EXISTING PUSH BUTTON POLE. DISCONNECT AND REMOVE EXISTING WIRING TO EXISTING PUSH BUTTON. REMOVE AND SALVAGE EXISTING PUSH BUTTON AND EXISTING PUSH BUTTON POLE. REMOVE EXISTING POLE FOUNDATION. REPAIR EXISTING SURFACE AS NEEDED. DISCONNECT AND REMOVE EXISTING WIRING TO EXISTING PUSH BUTTONS. REMOVE AND SALVAGE EXISTING PUSH BUTTONS ON EXISTING POLES. SEAL UNUSED HOLES. FURNISH AND INSTALL NEW SIGNAL POWER INTERFACE (SPI) IN EXISTING PEDESTRIAN SIGNAL HEAD. CONNECT SPI TO PROPOSED PUSH BUTTON(S) USING 4-CONDUCTOR CABLES. FURNISH AND INSTALL ONE NEW VIDEO DETECTION CAMERA FOR PHASE 4. MOUNT ON EXISTING MAST ARM. ABANDON EXISTING TRAFFIC LOOPS AND EXISTING DETECTION CONDUIT. FURNISH AND INSTALL NEW TYPE 8 JUNCTION BOX. MAINTAIN AND PROTECT EXISTING CONDUIT AND WIRING. REMOVE AND REPLACE EXISTING JUNCTION BOX WITH A NEW TYPE 8 JUNCTION BOX IN SAME LOCATION. MAINTAIN AND PROTECT EXISTING JUNCTION BOX AND CONDUITS. MAINTAIN AND PROTECT EXISTING TRAFFIC SIGNAL MAST ARM POLE AND EXISTING TRAFFIC SIGNAL EQUIPMENT. CONSTRUCT CURB BASE FOUNDATION AND ONE PEDESTRIAN PUSH BUTTON POST PER WSDOT STD PLAN J-20.11-03 AND ONE NEW APS PUSH BUTTON ASSEMBLY ON POLE. FURNISH ONE NEW APS PUSH BUTTON ASSEMBLY AND DELIVER TO CITY OF RENTON FOR INSTALLATION ON EXISTING TRAFFIC SIGNAL MAST ARM POLE BY CITY STAFF. 1 2 2 11 8 1 1 11 11 7 11Ø3 Ø4 NOT USED Ø7 Ø8 (FYA) 43665 STATE O F WASHIN G T O N REGISTE R E D P R O FESSIONAL E N G INEER RICHA R D J . HUTCHI N S O N 4 3 5 5 6 6 6 4 6 6 3 4 5 6 7 8 9 10 11 12 13 2 1 13 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 TRAFFIC SIGNAL DETAILS S GRADY WAY & LAKE AVE S BT120-TSD103 BT120 245 A R. TLEHHEMA R. SNELLINGS E. SHIMIZU R. HUTCHINSON 0 12/10/2024 BN RT RH ISSUED FOR BID 1 06/13/2025 BN RT RH ADDENDUM #1 A 10/24/2025 BN RT RH CoR Permit Revision - CNWD #001 RTA/CN 0205-24 1"=10' 14 PPB61 PPB81 PPB62 PPB82 14 14 OLC (FYA) OLA A 10/24/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433246 TRANSPORTATION OPERATION CBarnes 12/01/2025 No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 11 / 1 5 / 2 4 | 3: 0 6 P M | RE B E C C A . S N E L L I N G S C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - S N E L L I R \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - T S S 1 0 1 - 1 0 6 . D W G S1-BT120-TSS101-106 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 GB-SEAL-RJH43665 WIRING SCHEDULE RUN NO.RACEWAY CONDUIT SIZE EXISTING CONDUCTOR PED BUTTON 2CS CCTV #8 (GND)REMARKS 1 1-INCH EXISTING 1 1 2 1-INCH EXISTING 2 1 3 EXISTING EXISTING 1 PROTECT EXISTING CONDUCTORS, REMOVE EX 1-2CS FOR (1) EXISTING PPB 4 EXISTING EXISTING PROTECT EXISTING CONDUCTORS, REMOVE EX 1-2CS FOR (1) EXISTING PPB 5 EXISTING EXISTING 2 1 PROTECT EXISTING CONDUCTORS, REMOVE EX 2-2CS FOR (2) EXISTING PPB 6 EXISTING EXISTING 1 PROTECT EXISTING CONDUCTORS 43665 STATE O F WASHIN G T O N REGISTE R E D P R O FESSIONAL E N G INEER RICHA R D J . HUTCHI N S O N STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 TRAFFIC SIGNAL SCHEDULES S GRADY WAY & LAKE AVE S BT120-TSS105 BT120 R. TLEHHEMA R. SNELLINGS E. SHIMIZU R. HUTCHINSON 0 12/10/2024 BN RT RH ISSUED FOR BID NTS 12/3/2024 0246 RTA/CN 0205-24 DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433247 TRANSPORTATION OPERATION CBarnes 12/01/2025 No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 1 1 / 2 5 | 11 : 2 6 A M | RE B E C C A . S N E L L I N G S C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - S N E L L I R \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - T S S 1 0 1 - 1 0 6 . D W G S1-BT120-TSS101-106 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 GB-SEAL-RJH43665 6 *ELEVATION IS TO TOP OF FOUNDATION. FIELD VERIFY ELEVATION PRIOR TO ORDERING SIGNAL STANDARDS. i 6 43665 STATE O F WASHIN G T O N REGISTE R E D P R O F ESSIONAL E N G INEER RICHA R D J . HUTCHI N S O N LEGEND: i.APS PPB-M 3' - 6" MEASURED FROM SIDEWALK SURFACE TO CENTER OF PEDESTRIAN PUSH BUTTON SIGNAL STANDARD DETAIL CHART STD NO STREET NAME FIELD LOCATION POLE TYPE POLE ATTACHMENT POINT ANGLES (DEG) STATION OFFSET LT RT ELEV P.O.A.I1 I2 1 S GRADY WAY GRADY 158+51.0 43'-4"LT 0 PPB 0 2 S GRADY WAY GRADY 159+12.9 47'-7"LT 0 PPB 170 13 S GRADY WAY GRADY 159+11.4 35'-6"LT 0 PPB 255 * NOTE: 1.FOR TYPE PPB, PS AND TYPE I POLES, P.O.A. ASSUMED TO BE DUE NORTH FOR 0° POLE 1 1-2CSO764 765 PPB # 61 BAPS TO CONTROLLER POLE 2 1-2CSO764 765 PPB # 62 BAPS TO CONTROLLER 1-2CSO784 785 PPB # 81 BAPS TO CONTROLLER POLE 1: 1-2CS DET COM GND PPB Ø6 61, 62B O SHLD 760 764 765 POLE 2: 1-2CS DET COM GND PPB Ø8 81B O SHLD 780 784 785 S GRADY WAY AND LAKE AVE S FIELD TERMINATIONS CABINET TERMINATIONS TYPE PPB POLE SCALE: NTS POLE 13 POLE 13: 1-2CS STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 TRAFFIC SIGNAL SCHEDULES S GRADY WAY & LAKE AVE S BT120-TSS106 BT120 247 1 R. TLEHHEMA R. SNELLINGS E. SHIMIZU R. HUTCHINSON 0 12/10/2024 BN RT RH ISSUED FOR BID 1 06/13/2025 BN RT RH ADDENDUM #1 RTA/CN 0205-24 NTS STANDARD TYPE STANDARD PLAN REFERENCES POLE FOUNDATION ELECTRICAL STANDARD CURB PPB FIXED J-20.10 J-20.10 J-20.11 J-20.10 BREAKAWAY J-20.15 J-20.15 J-20.15 1 1 6/12/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433248 TRANSPORTATION OPERATION CBarnes 12/01/2025 SS SS SS SS S S S S S S S S S S S S S S S S S S S S S S S S SD SD S D E E W EE E E E E E E E W W W W W W W W W E E E E E E E E E E E E E E E E E W W W W W W E W W W E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO W W FO FO FO FO FO FO FOFO FO S D S D S D S D S D S D S D S D SD SD S S S S S S S S S S E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E EE FO FO FO FOFO FO FO FOFO FO FO FO FO FO FO FO FO FO FO E 3'6" DP 5'4" DP 4'DP 3'7"DP E E E E 4'5" DP5'6" DP SD GRADY 150+00 GRADY 1 5 1 + 0 0 RA I N I E R 2 0 1 + 0 0 RAINIER STA 200+00.07 = GRADY STA 150+00.02 SCALE IN FEET 0 10 20510 (1" = 10') N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 1 5 / 2 5 | 11 : 1 5 A M | BR E N N A N . N I E H O F F C: \ P W W O R K I N G \ J A C O B S _ B & I \ A R J A E . G U I A O @ D K S A S S O C I A T E S . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - T S D 1 0 1 - 1 0 4 . D W G S1-BT120-TSD101-104 FACILITY ID: Xrefs: xS1-BT120-VRX001 xS1-BT120-VSF100 xS1-BT120-TSP001 xS1-BT120-TNP001 xS1-BT120-CLP001 xBRT-CUD05-TB22x34 xS1-BT120-GZK020 GB-SEAL-RJH43665 xS1-BT120-CPP001 xS1-BT120-CDP001 xS1-BT120-JCP001 xS1-BT120-LPP001 xS1-BT120-LHP001 xS1-BT120-EPP101 xS1-BT120-CAP001 xS1-BT120-CMP001 xS1-BT120-TIP001 RA I N I E R A V E S S GRAD Y W A Y 43665 STATE O F WASHIN G T O N REGISTE R E D P R O FESSIONAL E N G INEER RICHA R D J . HUTCHI N S O N GENERAL NOTES: 1.SEE SHEET BT120-TSN101 FOR GENERAL NOTES AND LEGEND. 1 1 2 TSP LOW PRIORITY SCHEDULE CHANNEL PHASE A 4 B 8 WIRE SCHEDULE CONDUIT SIZE CONDUCTORS NOTEEXISTINGNEW 1 EX EXISTING 1-TSP X 1 2 EX TRAFFIC SIGNAL CONTROLLER CABINETCONSTRUCTION NOTES: INSTALL STRIDE TSP GPS ANTENNA ON EXISTING SIGNAL MAST ARM AT A DISTANCE OF 45.5FT MEASURED FROM THE CENTER OF THE SIGNAL POLE. CONNECT GPS ANTENNA CABLE TO EXISTING OPTICOM 764 PHASE SELECTOR AND INSTALL ONE OPTICOM 768 AUXILIARY INTERFACE PANEL IN EXISTING SIGNAL CABINET. EXISTING PHASE DIAGRAM Ø1 Ø2 Ø3 Ø4 Ø5 Ø6 Ø7 Ø8 PROTECTED VEHICLE MOVEMENT PEDESTRIAN MOVEMENT STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 TRAFFIC SIGNALIZATION DETAILS RAINIER AVE S & S GRADY WAY BT120-TSD104 BT120 248 A R. TLEHHEMA R. SNELLINGS E. SHIMIZU R. HUTCHINSON 0 12/10/2024 BN RT RH ISSUED FOR BID 1 06/13/2025 BN RT RH ADDENDUM #1 A 10/24/2025 BN RT RH CoR Permit Revision - CNWD #001 RTA/CN 0205-24 1"=10' OLA A 10/24/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433249 TRANSPORTATION OPERATION CBarnes 12/01/2025 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 TRAFFIC TRAFFIC CONTROL NOTES BT120-TMN101 BT120 249 A Z. WANG Z. WANG J. SEYER R. ACEVEDO 0 12/10/2024 ZW JS RA ISSUED FOR BID 1 06/13/2025 ZW PJ RA ADDENDUM #1 2 6/27/2025 ZW PJ RA ADDENDUM #2 A 10/24/2025 ZW JS RA CoR Permit Revision - CNWD #001 RTA/CN 0205-24 NTS No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 2 / 2 5 | 4: 1 8 P M | AR A M I N C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - R A M I N A \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - T M N 1 0 1 . D W G S1-BT120-TMN101 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 GB-SEAL-RA55471 GENERAL NOTES: STAGING AND SEQUENCING: ZONE A (RAINIER AVENUE S): PHASE 1: - CONSTRUCTION OF NORTHBOUND RAINIER AVENUE S AT HARDIE AVENUE SW. - CLOSURE OF NORTHBOUND TRAFFIC LANES ON RAINIER AVENUE S FROM S GRADY WAY TO SW 7TH STREET. PHASE 2: - CONSTRUCTION OF SOUTHBOUND RAINIER AVENUE S AT HARDIE AVENUE SW. - CLOSURE OF SOUTHBOUND TRAFFIC LANES ON RAINIER AVENUE S FROM SW 7TH STREET TO S GRADY WAY. ZONE B (LAKE AVENUE S): PHASE 1:- CONSTRUCTION ON LAKE AVENUE S - CLOSURE OF LAKE AVENUE S BETWEEN S GRADY WAY AND SOUTH RENTON PARK & RIDE DRIVEWAYS - RELOCATING BUS ROUTES FROM LAKE AVENUE S TO NEW TRANSIT CENTER VIA RAINIER AVENUE S ZONE C (S GRADY WAY): PHASE 1:- CONSTRUCTION OF SEWER PIPE AND SIDEWALK ON NORTH SIDE OF S GRADY WAY - NO LANE CLOSURE DURING CONSTRUCTION PHASE 2.1:- CONSTRUCTION OF WATER PIPE IN THE WESTBOUND INSIDE LANE ON S GRADY WAY (WEST SEGMENT) - CLOSURE OF WESTBOUND INSIDE TRAFFIC LANE ON S GRADY WAY RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' +/- 45 / 55 MPHRURAL ROADS 500' +/- 25 / 30 MPH 200' +/- (2) URBAN STREETS 25 MPH OR LESS 100' +/- (2) 60 / 65 MPHRURAL HIGHWAYS FREEWAYS & EXPRESSWAYS SIGN SPACING = X (1) 55 / 70 MPH 800' +/- MPH 50/70 35/45 25/30 TAPER TANGENT 40 30 20 80 60 40 CHANNELIZATION DEVICE SPACING (feet) RURAL ROADS & URBAN ARTERIALS RESIDENTIAL & BUSINESS DISTRICTS 1500' +/- (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. PCMS TYPE II BARRICADE TYPE III BARRICADE CLASS A CONSTRUCTION SIGN (LONG TERM WORK ZONE) CLASS B CONSTRUCTION SIGN (SHORT TERM WORK ZONE) TRAFFIC SAFETY DRUM SEQUENTIAL ARROW SIGN TRANSPORTABLE ATTENUATOR PORTABLE CHANGEABLE MESSAGE SIGN DIRECTION OF TRAFFIC TEMPORARY CONCRETE BARRIER IMPACT ATTENUATOR UNIFORMED POLICE OFFICER (UPO) FLAGGING STATION WORK AREA CONSTRUCT UNDER TRAFFIC POTENTIAL TEMP BUS STOP LOCATION LEGEND MPH 50/70 35/45 25/30 TAPER TANGENT 40 30 20 80 60 40 CHANNELIZATION DEVICE SPACING (feet) LONGITUDINAL BUFFER SPACE = B SPEED (MPH)25 30 35 40 45 50 55 60 65 70 LENGTH (feet)250 305 360 425 495 570 645 730 BUFFER DATA 155 200 150'100'172'123'100' HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH 74' 10 550 605 660 105 125 150 205 270 165 225 295 180 245 320 540 115 - - -- - 720 660 780 840 25 30 35 40 45 50 55 10' 60 40 40 65 70 SHOULDER WIDTH (feet) Posted Speed (mph) 160 200 220 170 190 240 150 190 130 170 120 150 MINIMUM SHOULDER TAPER LENGTH = L/3 (feet) 40 60 60 90 90 90 25 30 35 40 50 55 12 60 11 65 70 MINIMUM LANE CLOSURE TAPER LENGTH = L (feet) LANE WIDTH (feet) Posted Speed (mph) 8' 500 550 600 495 450 45 USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THAN 8'. TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R 1. THE PHASING PLANS AND DETOURS SHOWN ARE CONCEPTUAL IN NATURE AND ARE NOT INTENTED TO SHOW ALL WORK ACTIVITIES OR INTERIM PHASES THAT WILL BE REQUIRED TO COMPLETE THE WORK. SUPPLEMENTAL NIGHT SHIFT OR WEEKEND WORK MAY BE REQUIRED. THE CONTRACTOR SHALL SUBMIT LOCATION-SPECIFIC TRAFFIC CONTROL PLANS TO THE AUTHORITY HAVING JURISDICTION (AHJ) FOR APPROVAL. 2. TRAFFIC CONTROL SETUP AND CONSTRUCTION HOURS ARE RESTRICTED TO THE DURATIONS SPECIFIED WITHIN THE SPECIAL PROVISIONS AND ANY APPLICABLE PERMITS ISSUED BY APPLICABLE AHJs. 3. THE CONTRACTOR SHALL NOT SCHEDULE ANY CLOSURES REQUIRING A DETOUR UNTIL ALL RELATED TRAFFIC CONTROL AND DETOUR PLANS HAVE BEEN APPROVED BY APPLICABLE AHJs. 4. NOTHING IN THESE NOTES OR CONTRACT DRAWINGS SHALL RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY IN WORK AREAS AND NOT BE LIMITED TO WORKING HOURS. 5. BEFORE A ROAD, LANE, OR SIDEWALK CLOSURE, THE CONTRACTOR SHALL ERECT SIGNS 7 CALENDAR DAYS IN ADVANCE FOR BOTH DIRECTIONS OF TRAVEL, IF APPLICABLE, NOTIFYING THE MOTORISTS AND PEDESTRIANS OF THE CLOSURE, UNLESS OTHERWISE NOTED. THE SIGNS SHALL GIVE THE DATE(S) AND TIME OF THE CLOSURE. ROAD CLOSURE NOTICE - PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) BOARDS SHALL BE INSTALLED TO INFORM THE PUBLIC OF THE ROAD CLOSURE, NO FEWER THAN FIVE (5) WORKING DAYS IN ADVANCE OF EFFECTIVE DATE AND TIME, NOT INCLUDING HOLIDAYS. PLACE ONE PCMS PER DIRECTION ON ROAD TO BE CLOSED. ROAD CLOSURE NOTICE MESSAGES MUST INCLUDE AT LEAST THE FOLLOWING: ROAD TO BE CLOSED MONTH/DAY - MONTH/DAY _AM - _PM ROAD CLOSURES LASTING MORE THAN 24 HOURS REQUIRE CITY COUNCIL APPROVAL. TYPICAL FOR ALL ROAD CLOSURES. 6. THE CONTRACTOR SHALL GIVE AT LEAST 30 DAYS ADVANCE NOTICE OF ALL FULL OR PARTIAL STREET, SIDEWALK OR BIKE ROUTE CLOSURES TO ALL AGENCIES PROVIDING EMERGENCY SERVICES, INCLUDING, WITHOUT LIMITATION, POLICE, FIRE, AND AMBULANCE SERVICES. 7. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL SIGNAGE REQUIRED FOR TRAFFIC CONTROL AND FOR THE TIMELY INSTALLATION AND REMOVAL OF THAT SIGNAGE. ALL CONFLICTING SIGNING SHALL BE COVERED. ADDITIONALLY ALL CLASS B SIGNS SHALL BE REMOVED AND CLASS A SIGNS BAGGED OUTSIDE NON WORKING HOURS WHEN NOT IN USE OR NOT APPLICABLE. 8. BUS OPERATIONS SHALL BE MAINTAINED. COORDINATE WITH KING COUNTY METRO FOR ANY ANTICIPATED BUS STOP IMPACTS. KING COUNTY METRO MUST RECEIVE A NOTICE AT LEAST 30 BUSINESS DAYS PRIOR TO IMPACTING AN EXISTING KCM BUS STOP. KCM MUST RECEIVE A NOTICE AT LEAST 10 BUSINESS DAYS PRIOR TO STREET CLOSURES THAT REQUIRE TRANSIT DETOURS. CONTACT: (206) 477-1140 OR CONSTRUCTION.COORD@KINGCOUNTY.GOV. 9. THE CONTRACTOR SHALL PLATE OVER OPEN TRENCHES WHEN NOT IN OPERATION AND SHALL OPEN TRAFFIC LANES TO NORMAL OPERATIONS. A NON-SLIP PLATE SURFACE SHALL BE USED. "MOTORCYCLES USE EXTREME CAUTION" SIGNS ARE REQUIRED, PER WAC 468-95-306. MAXIMUM PLATING DURATION IS 3 CONSECUTIVE DAYS. 10. THE CONTRACTOR SHALL PARTICIPATE IN PUBLIC OUTREACH PROCESS LED BY SOUND TRANSIT, WSDOT, OR ANY OTHER AHJs. 11. THE CONTRACTOR SHALL MAINTAIN DRIVEWAY ACCESS TO ADJACENT PROPERTIES AND BUSINESSES THROUGH THE DURATION OF THE PROJECT. ALL INGRESS AND EGRESS AREAS SHOWN AS "CONSTRUCT UNDER TRAFFIC" SHALL MAINTAIN ACCESS FOR TRAFFIC THROUGH THE DURATION OF THE ASSOCIATED STAGE. THE MINIMUM DRIVEWAY OR AISLE WIDTH SHALL BE 10'. 12. THE CONTRACTOR SHALL MAINTAIN 11 FOOT MINIMUM TRAVEL LANES DURING CONSTRUCTION UNLESS OTHERWISE NOTED. IN CASES WHERE THE EXISTING LANE WIDTH IS LESS THAN 11 FEET, THE EXISTING WIDTH MAY BE MAINTAINED. 13. THE CONTRACTOR SHALL PROVIDE A TWO-FOOT LATERAL BUFFER SPACE BETWEEN THE WORK ZONE AND THE EDGE OF THE NEAREST TRAVEL LANE. 14. ALL LANE CLOSURES MUST BE ALONG ACTIVE WORK AREAS. THE CONTRACTOR SHALL OPEN LANES TO TRAFFIC IN AREAS WITH LONG PERIODS OF INACTIVITY. 15. FOR STEEP GRADES AND DROP-OFFS WITHIN THE CLEAR ZONE, TEMPORARY BARRIERS SHALL BE PLACED ON THE TRAFFIC SIDE WITH A MINIMUM OF TWO FEET BETWEEN THE DROP-OFF AND THE BACK OF THE BARRIER AND A MINIMUM TWO-FOOT LATERAL BUFFER SPACE TO TRAFFIC. ALL TEMPORARY BARRIERS SHALL BE MASH-COMPLIANT AND MEET WSDOT REQUIREMENTS. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PEDESTRIAN TRAFFIC CONTROL. A SIDEWALK ON ONE SIDE OF THE STREET SHALL BE MAINTAINED AT ALL TIMES, OR A MINIMUM 4-FOOT ADA OR PROWAG COMPLIANT PATH MUST BE PROVIDED. THE CONTRACTOR SHALL MAINTAIN PEDESTRIAN ACCESS TO CROSSWALKS OR PROVIDE A PATHWAY UTILIZING A SPOTTER TO GUIDE PEDESTRIANS THROUGH WORK AREAS WHICH ARE SHOWN AS "CONSTRUCT UNDER TRAFFIC". 17. THE WORK AT INTERSECTIONS SHALL BE PHASED TO MINIMIZE IMPACT TO PEDESTRIANS. WHERE APPLICABLE, AT LEAST THREE OF THE FOUR AVAILABLE CROSSING MOVEMENTS AT INTERSECTIONS SHALL BE MAINTAINED AT ALL TIMES. TEMPORARY ADA-COMPLIANT RAMPS SHALL BE PROVIDED BY THE CONTRACTOR, IF NEEDED. 18. A PROTECTIVE VEHICLE IS RECOMMENDED. IF A TRUCK MOUNTED ATTENUATOR (TMA) ISN'T AVAILABLE, A WORK VEHICLE MAY BE USED. WHEN NO TMA IS USED, THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED TO SHIELD WORKERS, WITH MINIMUM REQUIRED ROLL-AHEAD DISTANCE. 19. FOR SIGNS, REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND WSDOT SIGN FABRICATION MANUAL M55-05. 20. LOCATIONS OF SIGNS AND OTHER TRAFFIC CONTROL DEVICES ARE APPROXIMATE AND MAY BE RELOCATED TO AVOID OBSTRUCTIONS. 21. THE CONTRACTOR MUST COORDINATE WITH WSDOT MAINTENANCE FOR WORK THAT WILL AFFECT ANY TRAFFIC SIGNALS ALONG S GRADY WAY AND RAINIER AVENUE S. 55471 STATE O F WASHIN G T O N REGISTE R E D P R O FESSIONAL E N GINEER ROBE R T C. ACE V E D O ZONES: TRAFFIC CONTROL SETUPS SEPARATED INTO THREE ZONES: ZONE A: RAINIER AVENUE S AT HARDIE AVENUE SW BETWEEN SW 7TH STREET AND S GRADY WAY ZONE B: LAKE AVENUE S BETWEEN S GRADY WAY AND SHATTUCK AVENUE S ZONE C: S GRADY WAY BETWEEN RAINIER AVENUE S AND LAKE AVENUE S PHASE 2.2:- CONSTRUCTION OF WATER PIPE IN THE WESTBOUND INSIDE THROUGH LANE ON S GRADY WAY - CLOSURE OF WESTBOUND INSIDE TRAFFIC LANE PHASE 2.3:- CONSTRUCTION OF WATER PIPE IN THE RIGHT TURN CHANNEL ON WESTBOUND S GRADY WAY AT RAINIER AVE - CLOSURE OF WESTBOUND OUTSIDE THROUGH LANE ON S GRADY WAY AND RIGHT TURN MOVEMENT FROM WESTBOUND S GRADY WAY TO NORTHBOUND RAINIER AVE - CLOSURE OF OUTSIDE TWO THROUGH LANES ON RAINIER AVENUE NORTH OF S GRADY WAY - DETOUR RIGHT TURN TRAFFIC TO ADJACENT ROADWAYS COMPLETE WORK IN ORDER OF PHASE NUMBERING. SOUTH RENTON TRANSIT CENTER STATION SITE CONSTRUCTION MAY OCCUR CONCURRENTLY WITH PHASE 1 ROADWAY CONSTRUCTION. ZONE B CONSTRUCTION SHOULD NOT BEGIN UNTIL THE TRANSIT CENTER HAS BEEN BUILT. ZONE B AND ZONE C RESTRICT ACCESS / CLOSE LAKE AVENUE. THESE TWO PHASES COULD BE COMBINED / COORDINATED. ZONE A AND ZONE C SHALL NOT BE CONSTRUCTED CONCURRENTLY BUT, RATHER, SHALL BE CONSTRUCTED SEQUENTIALLY. SCOPE OF WORK WITHIN EACH ZONE IS PROVIDED IN THE MAINTENANCE OF TRAFFIC AND TRANSIT (MOTT) REPORT.. A 10/22/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433250 condition of approval #14: Traffic control plans not approved. Contractor to provide detailed traffic control plans to be reviewed and approved by City's traffic control divisions. TCP submittals shall follow City's requirements and submitted with application to TCP@RENTONWA.GOV. X X X X X X X X X X X C O N C G A T E 4' WO O D F N C C O N C S E A M S ( T Y P ) C O 2- Z A Y O F O 2- Z A Y O F O 2- Z A Y O F O 2- Z A Y O F O C O N C S E A M S ( T Y P ) 6'1 1 " BU S B A Y 1 BU S B A Y 8 BU S B A Y 2 B U S B A Y 7 B U S B A Y 3 B U S B A Y 6 G R A D Y 1 4 7 + 0 0 G R A D Y 1 4 8 + 0 0 G R A D Y 1 4 9 + 0 0 GRADY 150+00 G R A D Y 1 5 1 + 0 0 G R A D Y 1 5 2 + 0 0 G R A D Y 1 5 3 + 0 0 G R A D Y 1 5 4 + 0 0 HA R D I E 3 1 0 + 0 0 HARD I E 3 0 8 + 0 0 HA R D I E 3 0 9 + 0 0 HA R D I E 3 1 0 + 0 0 RAINIER 200+00 RAIN I E R 2 0 1 + 0 0 RAIN I E R 2 0 2 + 0 0 RAINI E R 2 0 3 + 0 0 RAINIE R 2 0 4 + 0 0 RAINIER 2 0 5 + 0 0 RAINIER 206+00 RAINIER 207+00 RAINIER 208+00 RAINIER 2 0 9 + 0 0 // // // // ///////// ///// /// ///////////////////// //////////////////////////// // / // / // / // / / / / // / / / / // / // / /// /// /// /// /// /// /// // / // / /// /// /// /// /// /// ////// // / /// /// // / // / // / // / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / //////////// // / /////////////// // ////////////////////////////////////////////// C OCO B U S B A Y 7 B U S B A Y 6 BU S B A Y 2 BU S B A Y 8 B U S B A Y 3 BU S B A Y 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 TRAFFIC TRAFFIC CONTROL PLAN RAINIER AVE S BT120-TMP101 BT120 250 A Z. WANG Z. WANG J. SEYER R. ACEVEDO 0 12/10/2024 ZW JS RA ISSUED FOR BID 1 06/13/2025 ZW PJ RA ADDENDUM #1 A 10/24/2025 ZW JS RA CoR Permit Revision - CNWD #001 RTA/CN 0205-24 1"=50' N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 2 / 2 5 | 4: 1 9 P M | AR A M I N C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - R A M I N A \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - T M P 1 0 1 - 1 0 4 . D W G S1-BT120-TMP101-104 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-VSF100 xS1-BT120-CDP001 xS1-BT120-CAP001 xS1-BT120-CLP001 xS1-BT120-CMP001 xS1-BT120-CMP002 xS1-BT120-CMP003 xS1-BT120-RPP001 xS1-BT120-UCP001 xS1-BT120-USP001 xS1-BT120-UWP001 xS1-BT120-TMP101 xS1-BT120-CPP001 GB-SEAL-RA55471 SCALE IN FEET 0 (CUSTOM) 50 25 50 100 N O R T H T R A N S I T C E N T E R S O U T H T R A N S I T C E N T E R HARD I E A V E S W ZONE A - PHASE 1 MA T C H L I N E : R A I N I E R 2 0 9 + 0 0 SE E D W G B T 1 2 0 - T M P 1 0 2 S G R A D Y W A Y S W G R A D Y W A Y RAIN I E R A V E S GENERAL NOTES: 1.ALL GRIND AND OVERLAY WORK WILL BE DONE UNDER TRAFFIC DURING NON PEAK HOURS WITH A FLAGGER. 2.ALL BUSINESS AND RESIDENTIAL ACCESSES MUST REMAIN OPEN. 3.CONTRACTOR MUST MAINTAIN BUSINESS ACCESS TO THE LES SCHWAB TIRE CENTER ON SATURDAYS DURING THIS PHASE. SUGGESTED PHASING OF IMPROVEMENTS: A.CONSTRUCT SOUTHBOUND LEFT-TURN LANE TO END OF PROPOSED MEDIAN; THIS WORK COULD BE PERFORMED DURING OFF-PEAK HOURS WITH A SINGLE LEFT-LANE CLOSURE. B.DO NOT CONSTRUCT CURB-AND-GUTTER IMPROVEMENTS FROM END OF PROPOSED MEDIAN TO STA. 208+34 TO PROVIDE U-TURN BUSINESS ACCESS. C.COMPLETE REMAINING IMPROVEMENTS. 4.CONTRACTOR MUST BLOCK OPEN MEDIAN TO TRAFFIC ONCE THE NORTHBOUND DIRECTION OF TRAVEL HAS BEEN OPENED TO TRAFFIC. 55471 STATE O F WASHIN G T O N REGISTE R E D P R O FESSIONAL E N GINEER ROBE R T C. ACE V E D O W20-1 36" 36" R3-2 24" 24" R3-1 24" 24" 36" R1-2 36" M4-9S 30" 24" SEE NOTE 3 R11-2 48" 30" R11-2 48" 30" DETOUR M4-10R 48" 18" M4-9R 24" 30" W12-1 36" 36" W4-2L 36" 36" W20-5L LEFT LANE CLOSED AHEAD 36" 36" W20-3 ROAD CLOSED AHEAD 36" 36" W20-2 DETOUR AHEAD 36" 36" 25 SPEED LIMIT W3-5 36" 36" 100' 100' 100' 100' 100' 350' 350' FIRST DRUM FIRST DRUM 25 SPEED LIMIT R2-1 30" 36" P C M S 350' W20-1 36" 36" W20-1 36" 36" 1 0 0 ' 125' R11-2 48" 30" W20-1 36" 36" W20-2 DETOUR AHEAD 36" 36" M4-9S 30" 24" 1 0 0 ' 1 0 0 ' SIDEWALK CLOSED AHEAD CROSS HERE R9-11L 24" 12" W20-2 DETOUR AHEAD 36" 36" A 10/22/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433251 Revise lane control to Split two lanes with one lane right and one lane left to maximize capacity and reduce queuing. Provide detours east and west on Grady Way via S. 7th St. back to Rainier Ave. S. northbound. CBarnes / // / // / // T T T C O /// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // 2' 6'9" 4'5" ED (TYP.) BU S B A Y 1 BU S B A Y 8 BU S B A Y 2 S T C 6 1 1 + 0 0 S T C 6 1 2 + 0 0 S T C 6 1 3 + 0 0 HA R D I E 3 1 0 + 0 0 HARD I E 3 0 7 + 0 0 HARD I E 3 0 8 + 0 0 HA R D I E 3 0 9 + 0 0 HA R D I E 3 1 0 + 0 0 RAINIER 2 1 6 + 9 1 RAINIER 207+00 RAINIER 208+00 RAINIER 2 0 9 + 0 0 RAINIE R 2 1 0 + 0 0 RAINIER 2 1 1 + 0 0 RAINIER 2 1 2 + 0 0 RAINIE R 2 1 3 + 0 0 RAINIER 2 1 4 + 0 0 RAINIER 2 1 5 + 0 0 RAINIE R 2 1 6 + 0 0 /// /// /// /// /// /// /// /// /// /// /// /// /// // / // / // / // / // / // / / / / //////////////////////// // / //////////// /////////////////////////////////////// /// /// /// /// /// /// /// ///////// /// /// /// ////// /// /// /// /// /// /// /// / / / / / / / / / // / / / / // / // / / / / ////// // / // / // / // / // / // / // / ///////////////////// ///////////////////// /// /// /// // / /// /// // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / /// /// /// /// /// /// /// /// /// // / // / // / // / /// // / /// /// /// /// /// /// /// /// /// ///////// // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / /// /// /// /// /// ///// / // / // / // / // / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / //////////// // / /////////////// //////////////////////////////////// SS SS W W W W W W BU S B A Y 2 BU S B A Y 8 BU S B A Y 1 ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 TRAFFIC TRAFFIC CONTROL PLAN RAINIER AVE S BT120-TMP102 BT120 251 1 Z. WANG Z. WANG J. SEYER R. ACEVEDO 0 12/10/2024 ZW JS RA ISSUED FOR BID 1 06/13/2025 ZW PJ RA ADDENDUM #1 RTA/CN 0205-24 1"=50' N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 1 0 / 2 5 | 3: 0 4 P M | ZH W A N G C: \ P W W O R K I N G \ J A C O B S _ B & I \ Z H U O J I N . W A N G @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - T M P 1 0 1 - 1 0 4 . D W G S1-BT120-TMP101-104 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-VSF100 xS1-BT120-CDP001 xS1-BT120-CAP001 xS1-BT120-CLP001 xS1-BT120-CMP001 xS1-BT120-CMP002 xS1-BT120-CMP003 xS1-BT120-RPP001 xS1-BT120-UCP001 xS1-BT120-USP001 xS1-BT120-UWP001 xS1-BT120-TMP101 xS1-BT120-CPP001 GB-SEAL-RA55471 SCALE IN FEET 0 (CUSTOM) 50 25 50 100 RAINIER A V E S HARD I E A V E S W S W 7 T H S T ZONE A - PHASE 1 MA T C H L I N E : R A I N I E R 2 0 9 + 0 0 SE E D W G B T 1 2 0 - T M P 1 0 1 S 7 T H S T GENERAL NOTES: 1.ALL GRIND AND OVERLAY WORK WILL BE DONE UNDER TRAFFIC DURING NON PEAK HOURS WITH A FLAGGER. 2.ALL BUSINESS AND RESIDENTIAL ACCESSES MUST REMAIN OPEN. 3.CONTRACTOR MUST MAINTAIN BUSINESS ACCESS TO THE LES SCHWAB TIRE CENTER ON SATURDAYS DURING THIS PHASE. SUGGESTED PHASING OF IMPROVEMENTS: A.CONSTRUCT SOUTHBOUND LEFT-TURN LANE TO END OF PROPOSED MEDIAN; THIS WORK COULD BE PERFORMED DURING OFF-PEAK HOURS WITH A SINGLE LEFT-LANE CLOSURE. B.DO NOT CONSTRUCT CURB-AND-GUTTER IMPROVEMENTS FROM END OF PROPOSED MEDIAN TO STA. 208+34 TO PROVIDE U-TURN BUSINESS ACCESS. C.COMPLETE REMAINING IMPROVEMENTS. 55471 STATE O F WASHIN G T O N REGISTE R E D P R O FESSIONAL E N GINEER ROBE R T C. ACE V E D O END DETOUR M4-8A 18" 24" W20-1 36" 36" SIDEWALK CLOSED AHEAD CROSS HERE R9-11R 12" 24" SEE NOTE 3 DRAWING TO ENTIRE REVISIONS 1 06/10/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433252 X X X X X X X X X X X C O N C G A T E 4' WOO D F N C C O N C S E A M S ( T Y P ) C O /// / / // 2- Z A Y O F O 2- Z A Y O F O 2- Z A Y O F O 2- Z A Y O F O C O N C S E A M S ( T Y P ) 6' 1 1 " E D (T Y P . ) ED (TYP.) ED(TYP.) BU S B A Y 1 BU S B A Y 8 BU S B A Y 2 B U S B A Y 7 B U S B A Y 3 B U S B A Y 6 G R A D Y 1 4 7 + 0 0 G R A D Y 1 4 8 + 0 0 G R A D Y 1 4 9 + 0 0 GRADY 150+00 G R A D Y 1 5 1 + 0 0 G R A D Y 1 5 2 + 0 0 G R A D Y 1 5 3 + 0 0 G R A D Y 1 5 4 + 0 0 HA R D I E 3 1 0 + 0 0 HARD I E 3 0 7 + 0 0 HARD I E 3 0 8 + 0 0 HA R D I E 3 0 9 + 0 0 HA R D I E 3 1 0 + 0 0 RAINIER 200+00 RAIN I E R 2 0 1 + 0 0 RAIN I E R 2 0 2 + 0 0 RAINI E R 2 0 3 + 0 0 RAINIE R 2 0 4 + 0 0 RAINIER 2 0 5 + 0 0 RAINIER 206+00 RAINIER 207+00 RAINIER 208+0 0 RAINIER 2 0 9 + 0 0 // // // // ///////// //////// ///////////////////// //////////////////////////// // / // / // / / / / // / / / / // / / / / /// // / /// /// /// /// /// /// // / // / /// /// /// /// /// /// ////// // / // / // / / / / / / / / / / / / / / / / / / / // / // / // / // / // / // / // / // / //////////// /// /////////////// // ////////////////////////////////////////////// C OC O B U S B A Y 7 B U S B A Y 6 BU S B A Y 2 BU S B A Y 8 B U S B A Y 3 BU S B A Y 1 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 TRAFFIC TRAFFIC CONTROL PLAN RAINIER AVE S BT120-TMP103 BT120 252 A Z. WANG Z. WANG J. SEYER R. ACEVEDO 0 12/10/2024 ZW JS RA ISSUED FOR BID 1 06/13/2025 ZW PJ RA ADDENDUM #1 A 10/24/2025 ZW JS RA CoR Permit Revision - CNWD #001 RTA/CN 0205-24 1"=50' N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 2 / 2 5 | 4: 1 8 P M | AR A M I N C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - R A M I N A \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - T M P 1 0 1 - 1 0 4 . D W G S1-BT120-TMP101-104 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-VSF100 xS1-BT120-CDP001 xS1-BT120-CAP001 xS1-BT120-CLP001 xS1-BT120-CMP001 xS1-BT120-CMP002 xS1-BT120-CMP003 xS1-BT120-RPP001 xS1-BT120-UCP001 xS1-BT120-USP001 xS1-BT120-UWP001 xS1-BT120-TMP101 xS1-BT120-CPP001 GB-SEAL-RA55471 SCALE IN FEET 0 (CUSTOM) 50 25 50 100 S G R A D Y W A Y NO R T H T R A N S I T C E N T E R SO U T H T R A N S I T C E N T E R RAIN I E R A V E S HAR D I E A V E S W ZONE A - PHASE 2 MA T C H L I N E : R A I N I E R 2 0 9 + 0 0 SE E D W G B T 1 2 0 - T M P 1 0 4 R9-9 24" 12"R9-9 24" 12" R11-2 48" 30" R9-9 24" 12" SIDEWALK CLOSED AHEAD CROSS HERE R9-11R 24" 12" S W G R A D Y W A Y RAIN I E R A V E S GENERAL NOTES: 1.ALL GRIND AND OVERLAY WORK WILL BE DONE UNDER TRAFFIC DURING NON PEAK HOURS WITH A FLAGGER. 2.ALL BUSINESS AND RESIDENTIAL ACCESSES MUST REMAIN OPEN. 55471 STATE O F WASHIN G T O N REGISTE R E D P R O FESSIONAL E N GINEER ROBE R T C. ACE V E D O R11-2 48" 30" 100' M4-9R END DETOUR M4-8A 24" 30" 18" 24" W20-1 36" 36" A 10/22/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433253 / // / // B U S S H E L T E R / // B U S S H E L T E R T T T C O /// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // 1 ' 7 " 2' 6'9" 4'5" ED (TYP.) BU S B A Y 1 BU S B A Y 8 BU S B A Y 2 S W 7 T H S T 2 4 5 + 0 0 S W 7 T H S T 2 4 6 + 0 0 S W 7 T H S T 2 4 7 + 0 0 S W 7 T H S T 2 4 8 + 0 0 S W 7 T H S T 2 4 9 + 0 0 SW 7TH ST 250+00 S W 7 T H S T 2 5 1 + 0 0 S W 7 T H S T 2 5 2 + 0 0 S W 7 T H S T 2 5 3 + 0 0 BP = S W 7 T H S T 2 4 5 + 0 0 . 0 0 S TC 609+53 S TC 610+00 S T C 6 1 1 + 0 0 S T C 6 1 2 + 0 0 S T C 6 1 3 + 0 0 HA R D I E 3 1 0 + 0 0 HARD I E 3 0 7 + 0 0 HARD I E 3 0 8 + 0 0 HA R D I E 3 0 9 + 0 0 HA R D I E 3 1 0 + 0 0 RAINIER 2 1 6 + 9 1 RAINIER 207+00 RAINIER 208+00 RAINIER 2 0 9 + 0 0 RAINIE R 2 1 0 + 0 0 RAINIER 2 1 1 + 0 0 RAINIER 2 1 2 + 0 0 RAINIE R 2 1 3 + 0 0 RAINIER 2 1 4 + 0 0 RAINIER 2 1 5 + 0 0 RAINIE R 2 1 6 + 0 0 S TC STA 610+02.99 RAINIER STA 206+67.81 SW 7TH ST STA 249+99.98 = RAINIER STA 212+42.13 /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// // / // / // / // / // / /////////////////////////// / / / / / / / / / //////////// ////////////////////////////////////////// /// /// /// /// /// /// /// ///////// /// /// /// ////// /// /// /// /// /// /// /// / / / / / / / / / // / // / / / / ////// // / // / // / // / // / // / // / ///////////////////// ///////////////////// /// // / // / /// /// // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / /// /// /// /// /// /// /// /// /// // / // / // / // / /// /// /// /// /// /// /// /// ///////// // / // / // / // / // / // / // / // / // / // / // / // / // / // / // / /// /// /// /// /// ///// / // / // / // / // / // / // / // / / / / // / / / / / / / / / / / / / / / / / / / / / / //////////// // / /////////////// ////////////////////////////////////////// SS W W W W W BU S B A Y 2 BU S B A Y 8 BU S B A Y 1 ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ PC M S PCMS PCMS STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 TRAFFIC TRAFFIC CONTROL PLAN RAINIER AVE S BT120-TMP104 BT120 253 1 Z. WANG Z. WANG J. SEYER R. ACEVEDO 0 12/10/2024 ZW JS RA ISSUED FOR BID 1 06/13/2025 ZW PJ RA ADDENDUM #1 RTA/CN 0205-24 1"=50' N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 1 0 / 2 5 | 3: 0 4 P M | ZH W A N G C: \ P W W O R K I N G \ J A C O B S _ B & I \ Z H U O J I N . W A N G @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - T M P 1 0 1 - 1 0 4 . D W G S1-BT120-TMP101-104 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-VSF100 xS1-BT120-CDP001 xS1-BT120-CAP001 xS1-BT120-CLP001 xS1-BT120-CMP001 xS1-BT120-CMP002 xS1-BT120-CMP003 xS1-BT120-RPP001 xS1-BT120-UCP001 xS1-BT120-USP001 xS1-BT120-UWP001 xS1-BT120-TMP101 xS1-BT120-CPP001 GB-SEAL-RA55471 SCALE IN FEET 0 (CUSTOM) 50 25 50 100 RAINIER A V E S HARD I E A V E S W S W 7 T H S T ZONE A - PHASE 2 MA T C H L I N E : R A I N I E R 2 0 9 + 0 0 SE E D W G B T 1 2 0 - T M P 1 0 3 ROAD CLOSED TO THRU TRAFFIC R11-4 60" 30" SIDEWALK CLOSED AHEAD CROSS HERE R9-11L 12" 24" S 7 T H S T 100' GENERAL NOTES: 1.ALL GRIND AND OVERLAY WORK WILL BE DONE UNDER TRAFFIC DURING NON PEAK HOURS WITH A FLAGGER. 2.ALL BUSINESS AND RESIDENTIAL ACCESSES MUST REMAIN OPEN. 3. TRAFFIC TO BE DIRECTED THROUGH TEMPORARY TRAVEL LANES VIA DRUMS ONLY; TEMPORARY STRIPING WILL NOT BE PROVIDED. 55471 STATE O F WASHIN G T O N REGISTE R E D P R O FESSIONAL E N GINEER ROBE R T C. ACE V E D O M4-9S 24" 30" W20-3 ROAD CLOSED AHEAD 36" 36" DETOUR M4-10R 18" 48" R3-2 24" 24" R3-1 24" 24" R3-2 25 SPEED LIMIT 25 SPEED LIMIT W3-5 R2-1 36" 36" 36" 30" W20-5B BUS LANE CLOSED AHEAD 36" 36" W20-5R RIGHT LANE CLOSED AHEAD 36" 36" W4-2R 36" 36" W4-2R 36" 36" W20-2 DETOUR AHEAD 36" 36" R11-2 30" 48" 1 0 0 ' M4-9S 24" 30" W20-2 DETOUR AHEAD 36" 36" 1 0 0 ' 1 0 0 ' 1 0 0 ' R11-2 30" 48" 100' 100' 100' 100' 200'100' 125 ' 125' M4-9S 24" 30" W20-1 36" 36" 100' 100' M4-9R 30" 24" W12-1 36" 36" M4-9R 30" 24" M4-9S 24" 30" W20-1 36" 36" W20-2 DETOUR AHEAD 36" 36" M4-9S 24" 30" DRAWING TO ENTIRE REVISIONS 1 1 0 0 ' 1 0 0 ' 1 0 0 ' W20-3 ROAD CLOSED AHEAD 36" 36" W20-1 36" 36" W20-3 ROAD CLOSED AHEAD 36" 36" W20-3 ROAD CLOSED AHEAD 36" 36" 06/10/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433254 Revise lane control to Split two lanes with one lane right and one lane left to maximize capacity and reduce queuing. Provide detours east and west on S. 7th St. via Grady Way back to Rainier Ave. S. southbound. CBarnes STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 7/17/2025 J. ALTCHECH 7/17/2025 7/17/2025 TRAFFIC TRAFFIC CONTROL PLAN LAKE AVE S BT120-TMP105 BT120 254 0 Z. WANG Z. WANG J. SEYER R. ACEVEDO 0 12/10/2024 ZW JS RA ISSUED FOR BID 1 6/27/2025 ZW PJ RA ADDENDUM #2 2 7/17/2025 ZW JS RA ADDENDUM #5 RTA/CN 0205-24 1"=50' No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 07 / 1 7 / 2 5 | 10 : 0 3 A M | ZH W A N G C: \ P W W O R K I N G \ J A C O B S _ B & I \ Z H U O J I N . W A N G @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - T M P 1 0 5 - 1 0 6 . D W G S1-BT120-TMP105-106 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CAP001 xS1-BT120-RPP001 xS1-BT120-VSF100 xS1-BT120-UCP001 xS1-BT120-USP001 xS1-BT120-UWP001 xS1-BT120-CLP001 xS1-BT120-CMP001 xS1-BT120-CMP002 xS1-BT120-CMP003 xS1-BT120-TMP101 xS1-BT120-CPP001 GB-SEAL-RA55471 55471 STATE O F WASHIN GT O N REGISTE R E D P R O F ESSIONAL E N GINEER ROBE R T C. ACE VE D O DELETED DELETED SHEET 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433255 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 TRAFFIC TRAFFIC CONTROL PLAN LAKE AVE S BT120-TMP106 BT120 255 0 Z. WANG Z. WANG J. SEYER R. ACEVEDO 0 12/10/2024 ZW JS RA ISSUED FOR BID 1"=50' No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 01 / 2 3 / 2 5 | 4: 2 7 P M | ZH W A N G C: \ P W W O R K I N G \ J A C O B S _ B & I \ Z H U O J I N . W A N G @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - T M P 1 0 5 - 1 0 6 . D W G S1-BT120-TMP105-106 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-CAP001 xS1-BT120-RPP001 xS1-BT120-VSF100 xS1-BT120-UCP001 xS1-BT120-USP001 xS1-BT120-UWP001 xS1-BT120-CLP001 xS1-BT120-CMP001 xS1-BT120-CMP002 xS1-BT120-CMP003 xS1-BT120-TMP101 xS1-BT120-CPP001 GB-SEAL-RA55471 DELETED 55471 STATE O F WASHIN G T O N REGISTE R E D P R O FESSIONAL E N GINEER ROBE R T C. ACE V E D O RTA/CN 0205-24 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433256 CONC GATE 4' W O O D F N C CONC SEAMS (TYP) T SL SL 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAY O F O 2-ZAYO FO 7'11" DP11' DP 4'9" DP 4'9" DP 13'6" DP 6'3" DP 5'8" DP 4'1 " D P 3'6 " D P 4'8 " D P 12'6" DP13'6" DP11'6" DP 10' DP CONC SEAMS (TYP) 6'11" 3'6 " 4'8 " 8'1 1 " ED (TYP.) ED (TYP.) 20+00 21+00 22+00 22+6 1 30+00 31+00 31+50 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1718 19 20 21 2223 24 25 26 R5 1 . 9 0 R4 8 . 5 4 R5 0 . 0 0 R2 0 . 0 0 R1 5 . 0 0 R19 . 8 9 R3 0 . 0 0 R 3 5 . 0 0 R40 . 0 0 R 4 0 . 0 0 R4 5 . 0 0 R3 5 . 0 0 R50 . 0 0 R3 5 . 0 0 R5 0 . 0 0 27 28 GRADY 160+46GRADY 147+00 GRADY 148+00 GRADY 149+00 GRADY 150+00 GRADY 151+00 GRADY 152+00 GRADY 153+00 GRADY 154+00 GRADY 155+00 GRADY 156+00 GRADY 157+00 GRADY 158+00 GRADY 159+00 GRADY 160+00RAINIER 200+00 RA I N I E R 2 0 1 + 0 0 RA I N I E R 2 0 2 + 0 0 RA I N I E R 2 0 3 + 0 0 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 TRAFFIC TRAFFIC CONTROL PLAN S GRADY WAY BT120-TMP107 BT120 256 1 Z. WANG Z. WANG J. SEYER R. ACEVEDO 0 12/10/2024 ZW JS RA ISSUED FOR BID 1 06/13/2025 ZW PJ RA ADDENDUM #1 RTA/CN 0205-24 1"=50' N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 6 / 2 5 | 10 : 4 4 A M | ZH W A N G C: \ P W W O R K I N G \ J A C O B S _ B & I \ Z H U O J I N . W A N G @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - T M P 1 0 7 - 1 1 5 . D W G S1-BT120-TMP107-115 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-VSF100 xS1-BT120-CLP001 xS1-BT120-CDP001 xS1-BT120-CMP001 xS1-BT120-CMP002 xS1-BT120-CMP003 xS1-BT120-RPP001 xS1-BT120-UCP001 xS1-BT120-USP001 xS1-BT120-UWP001 xS1-BT120-CAP001 xS1-BT120-CPP001 xS1-BT120-TMP101 GB-SEAL-RA55471 GENERAL NOTES: 1.ALL GRIND AND OVERLAY WORK WILL BE DONE UNDER TRAFFIC DURING NON PEAK HOURS WITH A FLAGGER. 2.ALL BUSINESS AND RESIDENTIAL ACCESSES MUST REMAIN OPEN. 3.CONTRACTOR TO COORDINATE WITH THE CITY OF RENTON AND PROVIDE AT LEAST THREE (3) WEEKS NOTICE FOR ANY TRAFFIC SIGNAL TIMING CHANGES. SCALE IN FEET 0 (CUSTOM) 50 25 50 100 S GRADY WAY RA I N I E R A V E S ZONE C - PHASE 1 LA K E A V E S MA T C H L I N E SE E D W G B T 1 2 0 - T M P 1 0 8 RA I N I E R A V E S S GRADY WAY R9-9 24" 12" 55471 STATE O F WASHIN G T O N REGISTE R E D P R O FESSIONAL E N GINEER ROBE R T C. ACE V E D O TEMPORARY PAVEMENT MARKINGS: 4" SOLID LINE, WHITE, TAPE OR PAINT 4" BROKEN LANE LINE, WHITE, 4' LINE, 36' GAP, TAPE OR PAINT 1 2 SEE NOTE 3 SIDEWALK CLOSEDAHEAD CROSS HERE R9-11aR 24" 12" R3-2 M4-9S 24" 24"24" 30" 25 SPEED LIMIT R2-1 30" 36" M4-9bL 24" 30" R9-11aL 24" 12" SIDEWALK CLOSED AHEAD CROSS HERE THE CONTRACTOR MUST MAINTAIN ACCESS TO THIS CROSSWALK AT ALL TIMES. M4-9bR M4-9bL 24" 30" 24" 30" PLACE UNANCHORED TEMPORARY CONCRETE BARRIER ON TOP OF THE EXISTING CURB W20-3 ROAD CLOSED AHEAD W20-1 36" 36"36" 36" W20-3 ROAD CLOSED AHEAD W20-1 36" 36" 36" 36" R11-2 48" 30"R11-2 48" 30" 1 1 1 06/10/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433257 P C M S STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 TRAFFIC TRAFFIC CONTROL PLAN S GRADY WAY BT120-TMP108 BT120 Z. WANG Z. WANG J. SEYER R. ACEVEDO 0 12/10/2024 ZW JS RA ISSUED FOR BID 1"=50' N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 11 / 2 6 / 2 4 | 10 : 3 9 A M | ZH W A N G C: \ P W W O R K I N G \ J A C O B S _ B & I \ Z H U O J I N . W A N G @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - T M P 1 0 7 - 1 1 5 . D W G S1-BT120-TMP107-115 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-VSF100 xS1-BT120-CLP001 xS1-BT120-CDP001 xS1-BT120-CMP001 xS1-BT120-CMP002 xS1-BT120-CMP003 xS1-BT120-RPP001 xS1-BT120-UCP001 xS1-BT120-USP001 xS1-BT120-UWP001 xS1-BT120-CAP001 xS1-BT120-CPP001 xS1-BT120-TMP101 GB-SEAL-RA55471 SCALE IN FEET 0 (CUSTOM) 50 25 50 100 S GRAD Y W A Y SH A T T U C K A V E S ZONE C - PHASE 1 T A L B O T R D S MA T C H L I N E SE E D W G B T 1 2 0 - T M P 1 0 7 GENERAL NOTES: 1.ALL GRIND AND OVERLAY WORK WILL BE DONE UNDER TRAFFIC DURING NON PEAK HOURS WITH A FLAGGER. 2.ALL BUSINESS AND RESIDENTIAL ACCESSES MUST REMAIN OPEN. 55471 STATE O F WASHIN GT O N REGISTE R E D P R O F ESSIONAL E N GINEER ROBE R T C. ACE VE D O TEMPORARY PAVEMENT MARKINGS: 4" SOLID LINE, WHITE, TAPE OR PAINT 4" BROKEN LANE LINE, WHITE, 4' LINE, 36' GAP, TAPE OR PAINT 1 2 M4-9L 24" 30" W20-1 POTENTIAL PCMS DISPLAY: 1.LAKE AVE CLOSED; 2. USE SHATTUCK AVE M4-9R 24" 30" 36" 36" W20-1 36" 36" W20-1 36" 36" 12/04/2024 0257 RTA/CN 0205-24 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433258 CONC GATE 4' W O O D F N C CONC SEAMS (TYP) T SL SL 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAY O F O 2-ZAYO FO 7'11" DP11' DP 4'9" DP 4'9" DP 13'6" DP 6'3" DP 5'8" DP 4'1 " D P 3'6 " D P 4'8 " D P 12'6" DP13'6" DP11'6"DP 10' DP CONC SEAMS (TYP) 6'11" 3'6 " 4'8 " 8'1 1 " ED(TYP.) ED (TYP.) 20+00 21+00 22+00 22+6 1 30+00 31+00 31+50 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1718 19 20 21 2223 24 25 26 R5 1 . 9 0 R4 8 . 5 4 R5 0 . 0 0 R2 0 . 0 0 R1 5 . 0 0 R1 9 . 8 9 R 3 0 . 0 0 R 3 5 . 0 0 R4 0 . 0 0 R4 0 . 0 0 R4 5 . 0 0 R3 5 . 0 0 R50 . 0 0 R3 5 . 0 0 R5 0 . 0 0 27 28 GRADY 160+46GRADY 147+00 GRADY 148+00 GRADY 149+00 GRADY 150+00 GRADY 151+00 GRADY 152+00 GRADY 153+00 GRADY 154+00 GRADY 155+00 GRADY 156+00 GRADY 157+00 GRADY 158+00 GRADY 159+00 GRADY 160+00RAINIER 200+00 RA I N I E R 2 0 1 + 0 0 RA I N I E R 2 0 2 + 0 0 RA I N I E R 2 0 3 + 0 0 THE CONTRACTOR MUST MAINTAIN CROSSWALK ACCESSIBILITY DURING CONSTRUCTION. STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 TRAFFIC TRAFFIC CONTROL PLAN S. GRADY WAY BT120-TMP109 BT120 258 1 Z. WANG Z. WANG J. SEYER R. ACEVEDO 0 12/10/2024 ZW JS RA ISSUED FOR BID 1 06/13/2025 ZW PJ RA ADDENDUM #1 RTA/CN 0205-24 1"=50' N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 6 / 2 5 | 10 : 4 4 A M | ZH W A N G C: \ P W W O R K I N G \ J A C O B S _ B & I \ Z H U O J I N . W A N G @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - T M P 1 0 7 - 1 1 5 . D W G S1-BT120-TMP107-115 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-VSF100 xS1-BT120-CLP001 xS1-BT120-CDP001 xS1-BT120-CMP001 xS1-BT120-CMP002 xS1-BT120-CMP003 xS1-BT120-RPP001 xS1-BT120-UCP001 xS1-BT120-USP001 xS1-BT120-UWP001 xS1-BT120-CAP001 xS1-BT120-CPP001 xS1-BT120-TMP101 GB-SEAL-RA55471 SCALE IN FEET 0 (CUSTOM) 50 25 50 100 S GRADY WAY RA I N I E R A V E S ZONE C - PHASE 2.1 LA K E A V E S MA T C H L I N E SE E D W G B T 1 2 0 - T M P 1 1 0 THE CONTRACTOR MUST MAINTAIN ACCESS TO LEFT TURN LANES. S GRADY WAY RA I N I E R A V E S GENERAL NOTES: 1.ALL GRIND AND OVERLAY WORK WILL BE DONE UNDER TRAFFIC DURING NON PEAK HOURS WITH A FLAGGER. 2.ALL BUSINESS AND RESIDENTIAL ACCESSES MUST REMAIN OPEN. 3.CONTRACTOR TO COORDINATE WITH THE CITY OF RENTON AND PROVIDE AT LEAST THREE (3) WEEKS NOTICE FOR ANY TRAFFIC SIGNAL TIMING CHANGES. 10 ' 12 ' 10 ' 55471 STATE O F WASHIN G T O N REGISTE R E D P R O FESSIONAL E N GINEER ROBE R T C. ACE V E D O TEMPORARY PAVEMENT MARKINGS: 4" SOLID LINE, WHITE, TAPE OR PAINT 4" BROKEN LANE LINE, WHITE, 4' LINE, 36' GAP, TAPE OR PAINT 4" SOLID LINE, YELLOW, TAPE OR PAINT 1 2 3 1 3 1 TAPER 100' SEE NOTE 3 THE CONTRACTOR SHALL ADJUST TRAFFIC SIGNAL OPERATION AT THIS INTERSECTION IF NECESSARY DURING CONSTRUCTION.W20-1 36" 36" W20-1 36" 36" 1 1 1 1 06/10/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433259 P C M S STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 TRAFFIC TRAFFIC CONTROL PLAN S. GRADY WAY BT120-TMP110 BT120 Z. WANG Z. WANG J. SEYER R. ACEVEDO 0 12/10/2024 ZW JS RA ISSUED FOR BID 1"=50' N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 11 / 2 6 / 2 4 | 10 : 3 9 A M | ZH W A N G C: \ P W W O R K I N G \ J A C O B S _ B & I \ Z H U O J I N . W A N G @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - T M P 1 0 7 - 1 1 5 . D W G S1-BT120-TMP107-115 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-VSF100 xS1-BT120-CLP001 xS1-BT120-CDP001 xS1-BT120-CMP001 xS1-BT120-CMP002 xS1-BT120-CMP003 xS1-BT120-RPP001 xS1-BT120-UCP001 xS1-BT120-USP001 xS1-BT120-UWP001 xS1-BT120-CAP001 xS1-BT120-CPP001 xS1-BT120-TMP101 GB-SEAL-RA55471 SCALE IN FEET 0 (CUSTOM) 50 25 50 100 S GRAD Y W A Y SH A T T U C K A V E S 25 SPEED LIMIT R2-1 36" 30" ZONE C - PHASE 2.1 T A L B O T R D S MA T C H L I N E SE E D W G B T 1 2 0 - T M P 1 0 9 W20-1 36" 36" W20-1 36" 36" GENERAL NOTES: 1.ALL GRIND AND OVERLAY WORK WILL BE DONE UNDER TRAFFIC DURING NON PEAK HOURS WITH A FLAGGER. 2.ALL BUSINESS AND RESIDENTIAL ACCESSES MUST REMAIN OPEN. 55471 STATE O F WASHIN GT O N REGISTE R E D P R O F ESSIONAL E N GINEER ROBE R T C. ACE VE D O TEMPORARY PAVEMENT MARKINGS: 4" SOLID LINE, WHITE, TAPE OR PAINT 4" BROKEN LANE LINE, WHITE, 4' LINE, 36' GAP, TAPE OR PAINT 4" SOLID LINE, YELLOW, TAPE OR PAINT 1 2 3 3 TAPER 125' W20-5L LEFT LANE CLOSED AHEAD 25 SPEED LIMIT W3-5 W20-1 W4-2L 100' 100' POTENTIAL PCMS DISPLAY: 1.GRADY AVE CONSTRUCTION; 2. SINGLE LANE AHEAD 100' 36" 36" 36" 36" 36" 36" 36" 36" 12/04/2024 0259 RTA/CN 0205-24 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433260 XXX X X X CONC GATE 4' W O O D F N C CONC SEAMS (TYP) T SL SL 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAY O F O 2-ZAYO FO 7'11" DP11' DP 4'9" DP 4'9" DP 13'6" DP 6'3" DP 5'8" DP 4'1 " D P 3'6 " D P 4'8 " D P 12'6" DP13'6" DP11'6"DP 10' DP CONC SEAMS (TYP) 6'11" 3'6 " 4'8 " 8'1 1 " ED(TYP.) ED (TYP.) 20+00 21+00 22+00 22+6 1 30+00 31+00 31+50 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1718 19 20 21 2223 24 25 26 R5 1 . 9 0 R4 8 . 5 4 R5 0 . 0 0 R2 0 . 0 0 R1 5 . 0 0 R1 9 . 8 9 R 3 0 . 0 0 R 3 5 . 0 0 R4 0 . 0 0 R4 0 . 0 0 R4 5 . 0 0 R3 5 . 0 0 R50 . 0 0 R3 5 . 0 0 R5 0 . 0 0 27 28 /// // / // / /// /// // / // / ////////////////// // / // / // / /// /// // / // / /// /// /// /// // // // // / // / // / // / // / /// /// /// // / // / // / ////// // / // / /// /// /// /// /// // // // // // // // // // // // // // // ////// // / // / /// // / // / // / /// ////// ////////////////////////////////////////////////////////////////// // / // / // / // / /// /// //////////////////////// ////// // // // // // ///////////////////// /// /// /// /// /// /// /// /// /// /// // / // / /// // / // / // / // / // / // / // / // / // / ////// SS SS SS SS SS SS SS SS SS SS SS SS SS WWWWWWWWWWWW W W W W W W WWWWW GRADY 160+46GRADY 147+00 GRADY 148+00 GRADY 149+00 GRADY 150+00 GRADY 151+00 GRADY 152+00 GRADY 153+00 GRADY 154+00 GRADY 155+00 GRADY 156+00 GRADY 157+00 GRADY 158+00 GRADY 159+00 GRADY 160+00RAINIER 200+00 RA I N I E R 2 0 1 + 0 0 RA I N I E R 2 0 2 + 0 0 RA I N I E R 2 0 3 + 0 0 PCMS STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 TRAFFIC TRAFFIC CONTROL PLAN S. GRADY WAY BT120-TMP111 BT120 260 A Z. WANG Z. WANG J. SEYER R. ACEVEDO 0 12/10/2024 ZW JS RA ISSUED FOR BID 1 06/13/2025 ZW PJ RA ADDENDUM #1 2 6/27/2025 ZW PJ RA ADDENDUM #2 A 10/24/2025 ZW JS RA CoR Permit Revision - CNWD #001 RTA/CN 0205-24 1"=50' N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 2 / 2 5 | 4: 1 9 P M | AR A M I N C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - R A M I N A \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - T M P 1 0 7 - 1 1 5 . D W G S1-BT120-TMP107-115 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-VSF100 xS1-BT120-CLP001 xS1-BT120-CDP001 xS1-BT120-CMP001 xS1-BT120-CMP002 xS1-BT120-CMP003 xS1-BT120-RPP001 xS1-BT120-UCP001 xS1-BT120-USP001 xS1-BT120-UWP001 xS1-BT120-CAP001 xS1-BT120-CPP001 xS1-BT120-TMP101 GB-SEAL-RA55471 SCALE IN FEET 0 (CUSTOM) 50 25 50 100 S GRADY WAY RA I N I E R A V E S ZONE C - PHASE 2.2 LA K E A V E S MA T C H L I N E SE E D W G B T 1 2 0 - T M P 1 1 2 S GRADY WAY RA I N I E R A V E S GENERAL NOTES: 1.ALL GRIND AND OVERLAY WORK WILL BE DONE UNDER TRAFFIC DURING NON PEAK HOURS WITH A FLAGGER. 2.ALL BUSINESS AND RESIDENTIAL ACCESSES MUST REMAIN OPEN. 3.CONTRACTOR TO COORDINATE WITH THE CITY OF RENTON AND PROVIDE AT LEAST THREE (3) WEEKS NOTICE FOR ANY TRAFFIC SIGNAL TIMING CHANGES. 55471 STATE O F WASHIN G T O N REGISTE R E D P R O FESSIONAL E N GINEER ROBE R T C. ACE V E D O TEMPORARY PAVEMENT MARKINGS: 4" SOLID LINE, WHITE, TAPE OR PAINT 4" BROKEN LANE LINE, WHITE, 4' LINE, 36' GAP, TAPE OR PAINT 4" SOLID LINE, YELLOW, TAPE OR PAINT 1 2 3 3 1 TAPER 100' SEE NOTE 3 W20-1 36" 36" W20-1 W20-1 36" 36" POTENTIAL PCMS DISPLAY: 1.WESTBOUND GRADY CLOSED 2.USE SHATTUCK & 7TH ST 36" 36" A 10/22/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433261 P C M S STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 TRAFFIC TRAFFIC CONTROL PLAN S. GRADY WAY BT120-TMP112 BT120 Z. WANG Z. WANG J. SEYER R. ACEVEDO 0 12/10/2024 ZW JS RA ISSUED FOR BID 1"=50' N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 11 / 2 6 / 2 4 | 10 : 3 9 A M | ZH W A N G C: \ P W W O R K I N G \ J A C O B S _ B & I \ Z H U O J I N . W A N G @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - T M P 1 0 7 - 1 1 5 . D W G S1-BT120-TMP107-115 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-VSF100 xS1-BT120-CLP001 xS1-BT120-CDP001 xS1-BT120-CMP001 xS1-BT120-CMP002 xS1-BT120-CMP003 xS1-BT120-RPP001 xS1-BT120-UCP001 xS1-BT120-USP001 xS1-BT120-UWP001 xS1-BT120-CAP001 xS1-BT120-CPP001 xS1-BT120-TMP101 GB-SEAL-RA55471 SCALE IN FEET 0 (CUSTOM) 50 25 50 100 S GRAD Y W A Y SH A T T U C K A V E S 25 SPEED LIMIT R2-1 36" 30" ZONE C - PHASE 2.2 T A L B O T R D S MA T C H L I N E SE E D W G B T 1 2 0 - T M P 1 1 1 W20-1 36" 36" W20-1 36" 36" GENERAL NOTES: 1.ALL GRIND AND OVERLAY WORK WILL BE DONE UNDER TRAFFIC DURING NON PEAK HOURS WITH A FLAGGER. 2.ALL BUSINESS AND RESIDENTIAL ACCESSES MUST REMAIN OPEN. 55471 STATE O F WASHIN GT O N REGISTE R E D P R O F ESSIONAL E N GINEER ROBE R T C. ACE VE D O TEMPORARY PAVEMENT MARKINGS: 4" SOLID LINE, WHITE, TAPE OR PAINT 4" BROKEN LANE LINE, WHITE, 4' LINE, 36' GAP, TAPE OR PAINT 4" SOLID LINE, YELLOW, TAPE OR PAINT 1 2 3 3 TAPER 125' M4-9L 24" 30" W20-5L LEFT LANE CLOSED AHEAD 25 SPEED LIMIT W3-5 W20-1 W4-2L 100' 100' POTENTIAL PCMS DISPLAY: 1.GRADY AVE CONSTRUCTION; 2. SINGLE LANE AHEAD 100' 36" 36" 36" 36" 36" 36" 36" 36" 12/04/2024 0261 RTA/CN 0205-24 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433262 CONC GATE 4' W O O D F N C CONC SEAMS (TYP) T SL SL 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAY O F O 2-ZAYO FO 7'11" DP11' DP 4'9" DP 4'9" DP 13'6" DP 6'3" DP 5'8" DP 4'1 " D P 3'6 " D P 4'8 " D P 12'6" DP13'6" DP11'6"DP 10' DP CONC SEAMS (TYP) 6'11" 3'6 " 4'8 " 8'1 1 " ED(TYP.) ED (TYP.) 20+00 21+00 22+00 22+6 1 30+00 31+00 31+50 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1718 19 20 21 2223 24 25 26 R5 1 . 9 0 R4 8 . 5 4 R5 0 . 0 0 R2 0 . 0 0 R1 5 . 0 0 R1 9 . 8 9 R 3 0 . 0 0 R 3 5 . 0 0 R4 0 . 0 0 R4 0 . 0 0 R4 5 . 0 0 R3 5 . 0 0 R50 . 0 0 R3 5 . 0 0 R5 0 . 0 0 27 28 GRADY 160+46GRADY 147+00 GRADY 148+00 GRADY 149+00 GRADY 150+00 GRADY 151+00 GRADY 152+00 GRADY 153+00 GRADY 154+00 GRADY 155+00 GRADY 156+00 GRADY 157+00 GRADY 158+00 GRADY 159+00 GRADY 160+00RAINIER 200+00 RA I N I E R 2 0 1 + 0 0 RA I N I E R 2 0 2 + 0 0 RA I N I E R 2 0 3 + 0 0 THE CONTRACTOR MUST MAINTAIN CROSSWALK ACCESSIBILITY DURING CONSTRUCTION. STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 TRAFFIC TRAFFIC CONTROL PLAN S. GRADY WAY BT120-TMP113 BT120 262 1 Z. WANG Z. WANG J. SEYER R. ACEVEDO 0 12/10/2024 ZW JS RA ISSUED FOR BID 1 06/13/2025 ZW PJ RA ADDENDUM #1 RTA/CN 0205-24 1"=50' N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 6 / 2 5 | 10 : 4 4 A M | ZH W A N G C: \ P W W O R K I N G \ J A C O B S _ B & I \ Z H U O J I N . W A N G @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - T M P 1 0 7 - 1 1 5 . D W G S1-BT120-TMP107-115 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-VSF100 xS1-BT120-CLP001 xS1-BT120-CDP001 xS1-BT120-CMP001 xS1-BT120-CMP002 xS1-BT120-CMP003 xS1-BT120-RPP001 xS1-BT120-UCP001 xS1-BT120-USP001 xS1-BT120-UWP001 xS1-BT120-CAP001 xS1-BT120-CPP001 xS1-BT120-TMP101 GB-SEAL-RA55471 SCALE IN FEET 0 (CUSTOM) 50 25 50 100 S GRADY WAY RA I N I E R A V E S ZONE C - PHASE 2.3 LA K E A V E S MA T C H L I N E SE E D W G B T 1 2 0 - T M P 1 1 4 S GRADY WAY RA I N I E R A V E S GENERAL NOTES: 1.ALL GRIND AND OVERLAY WORK WILL BE DONE UNDER TRAFFIC DURING NON PEAK HOURS WITH A FLAGGER. 2.ALL BUSINESS AND RESIDENTIAL ACCESSES MUST REMAIN OPEN. 3.CONTRACTOR TO COORDINATE WITH THE CITY OF RENTON AND PROVIDE AT LEAST THREE (3) WEEKS NOTICE FOR ANY TRAFFIC SIGNAL TIMING CHANGES. 55471 STATE O F WASHIN G T O N REGISTE R E D P R O FESSIONAL E N GINEER ROBE R T C. ACE V E D O TEMPORARY PAVEMENT MARKINGS: 4" SOLID LINE, WHITE, TAPE OR PAINT 4" BROKEN LANE LINE, WHITE, 4' LINE, 36' GAP, TAPE OR PAINT 4" SOLID LINE, YELLOW, TAPE OR PAINT 1 2 3 TAPER 150' SEE NOTE 3 MATCHLINE SEE DWG BT120-TMP115 R9-9 SIDEWALK CLOSEDAHEAD CROSS HERE R9-11aR R9-11aL SIDEWALK CLOSED AHEAD CROSS HERE M4-9bR M4-9bL W20-1 36" 36" 12" 24" 12" 24" 12" 24" 30" 24" 30" 24" M4-9bR M4-9bL 30" 24" 30" 24" W20-1 36" 36" M4-9bR 30" 24" M4-9bL 30" 24" M4-9R 24" 30" W20-1 36" 36" 1 1 1 06/10/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433263 P C M S STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 TRAFFIC TRAFFIC CONTROL PLAN S. GRADY WAY BT120-TMP114 BT120 Z. WANG Z. WANG J. SEYER R. ACEVEDO 0 12/10/2024 ZW JS RA ISSUED FOR BID 1"=50' N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 11 / 2 6 / 2 4 | 10 : 4 0 A M | ZH W A N G C: \ P W W O R K I N G \ J A C O B S _ B & I \ Z H U O J I N . W A N G @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - T M P 1 0 7 - 1 1 5 . D W G S1-BT120-TMP107-115 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-VSF100 xS1-BT120-CLP001 xS1-BT120-CDP001 xS1-BT120-CMP001 xS1-BT120-CMP002 xS1-BT120-CMP003 xS1-BT120-RPP001 xS1-BT120-UCP001 xS1-BT120-USP001 xS1-BT120-UWP001 xS1-BT120-CAP001 xS1-BT120-CPP001 xS1-BT120-TMP101 GB-SEAL-RA55471 SCALE IN FEET 0 (CUSTOM) 50 25 50 100 S GRAD Y W A Y SH A T T U C K A V E S 25 SPEED LIMIT R2-1 36" 30" ZONE C - PHASE 2.3 T A L B O T R D S MA T C H L I N E SE E D W G B T 1 2 0 - T M P 1 1 3 W20-1 36" 36" W20-1 36" 36" GENERAL NOTES: 1.ALL GRIND AND OVERLAY WORK WILL BE DONE UNDER TRAFFIC DURING NON PEAK HOURS WITH A FLAGGER. 2.ALL BUSINESS AND RESIDENTIAL ACCESSES MUST REMAIN OPEN. 55471 STATE O F WASHIN GT O N REGISTE R E D P R O F ESSIONAL E N GINEER ROBE R T C. ACE VE D O TEMPORARY PAVEMENT MARKINGS: 4" SOLID LINE, WHITE, TAPE OR PAINT 4" BROKEN LANE LINE, WHITE, 4' LINE, 36' GAP, TAPE OR PAINT 4" SOLID LINE, YELLOW, TAPE OR PAINT 1 2 3 25 SPEED LIMIT W3-5 W20-1 100' 100' POTENTIAL PCMS DISPLAY: 1.GRADY AVE CONSTRUCTION; 2. SINGLE LANE AHEAD 100' 36" 36" 36" 36" W20-5R RIGHT LANE CLOSED AHEAD W4-2R 36" 36"36" 36" 12/04/2024 0263 RTA/CN 0205-24 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433264 BR D G C O L U M N S ( T Y P ) BR D G C O L U M N S ( T Y P ) CO N C BRIDGE EDGE BRIDGE EDGE BRIDGE EDGE BRDG COLUMN PCMS PCMS PCM S STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 TRAFFIC TRAFFIC CONTROL PLAN S. GRADY WAY BT120-TMP115 BT120 264 1 Z. WANG Z. WANG J. SEYER R. ACEVEDO 0 12/10/2024 ZW JS RA ISSUED FOR BID 1 06/13/2025 ZW PJ RA ADDENDUM #1 RTA/CN 0205-24 1"=50' N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 1 0 / 2 5 | 3: 0 4 P M | ZH W A N G C: \ P W W O R K I N G \ J A C O B S _ B & I \ Z H U O J I N . W A N G @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - T M P 1 0 7 - 1 1 5 . D W G S1-BT120-TMP107-115 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-VSF100 xS1-BT120-CLP001 xS1-BT120-CDP001 xS1-BT120-CMP001 xS1-BT120-CMP002 xS1-BT120-CMP003 xS1-BT120-RPP001 xS1-BT120-UCP001 xS1-BT120-USP001 xS1-BT120-UWP001 xS1-BT120-CAP001 xS1-BT120-CPP001 xS1-BT120-TMP101 GB-SEAL-RA55471 SCALE IN FEET 0 (CUSTOM) 50 25 50 100 I- 4 0 5 W B O F F - R A M P SR 1 6 7 ZONE C - PHASE 2.3 I-405 WB ON-RAMP SR 1 6 7 GENERAL NOTES: 1.ALL GRIND AND OVERLAY WORK WILL BE DONE UNDER TRAFFIC DURING NON PEAK HOURS WITH A FLAGGER. 2.ALL BUSINESS AND RESIDENTIAL ACCESSES MUST REMAIN OPEN. 55471 STATE O F WASHIN G T O N REGISTE R E D P R O FESSIONAL E N GINEER ROBE R T C. ACE V E D O TA P E R 2 5 0 ' MATCHLINE SEE DWG BT120-TMP113 W20-1 POTENTIAL PCMS DISPLAY: 1.RAINIER AVE WORK; 2. RT CLOSED AHEAD W20-5R RIGHT LANE CLOSED AHEAD W4-2R 36" 36" 36" 36" 36" 36" 35 0 ' 35 0 ' 35 0 ' R3-1 24" 24" W20-1 36" 36" ONLY R3-5R 36" 30" POTENTIAL PCMS DISPLAY: 1.EASTBND GRADY CLOSED 2.USE 7TH ST & SHATTUCK POTENTIAL PCMS DISPLAY: 1.WESTBND GRADY CLOSED 2.USE SHATTUCK & LAKE 1 1 06/10/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433265 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 TRAFFIC TRAFFIC DETOUR PLAN S GRADY WAY BT120-TDP101 BT120 267 1 Z. WANG Z. WANG J. SEYER R. ACEVEDO 0 12/10/2024 ZW JS RA ISSUED FOR BID 1 06/13/2025 ZW PJ RA ADDENDUM #1 RTA/CN 0205-24 N/A No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 1 0 / 2 5 | 4: 1 3 P M | ZH W A N G C: \ P W W O R K I N G \ J A C O B S _ B & I \ Z H U O J I N . W A N G @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - T D P 1 0 1 - 1 0 2 . D W G S1-BT120-TDP101-102 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-TCP201 GB-SEAL-RA55471 S GRADY W A Y M4-9R 30" 24" END DETOUR M4-8A 24" 18" 1 2 TEMPORARY BARRICADE DIRECTIONAL DETOUR SIGN WORK AREA LEGEND 3 SEE BT120-TMP109 AND BT120-TMP113 FOR LANE CLOSURE DETAILS. M4-9L 30" 24"4 LI N D A V E S W RA I N I E R A V E S HA R D I E A V E S W SW 7TH ST LAKE AVE S ZONE C - PHASE 2.3 55471 STATE O F WASHIN G T O N REGISTE R E D P R O FESSIONAL E N GINEER ROBE R T C. ACE V E D O N R3-1 24" 24" SH A T T U C K A V E S RAINIER AVE S SOUTHBOUND CLOSURE NOT TO SCALE 1 1 1 1 1 1 2 2 2 3 4 4 4 4 1 06/10/2025 265 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433266 condition of approval #15: Traffic detour plans not approved. Contractor to provide detailed traffic detour plans to be reviewed and approved by City's traffic control divisions. TCP submittals shall follow City's requirements and submitted with application to TCP@RENTONWA.GOV. STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 TRAFFIC TRAFFIC DETOUR PLAN RAINIER AVE S BT120-TDP102 BT120 265A 1 A. GREEN Z. WANG J. SEYER R. ACEVEDO 0 12/10/2024 ZW JS RA ISSUED FOR BID 1 06/13/2025 ZW PJ RA ADDENDUM #1 RTA/CN 0205-24 N/A No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 1 0 / 2 5 | 3: 0 7 P M | ZH W A N G C: \ P W W O R K I N G \ J A C O B S _ B & I \ Z H U O J I N . W A N G @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - T D P 1 0 1 - 1 0 2 . D W G S1-BT120-TDP101-102 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-TCP201 GB-SEAL-RA55471 S GRADY W A Y M4-9R 30" 24" 3 3 END DETOUR M4-8A 24" 18"1 2 TEMPORARY BARRICADE DIRECTIONAL DETOUR SIGN WORK AREA LEGEND R3-27 24" 24" 3 2 SEE BT120-TMP101 AND BT120-TMP102 FOR LANE CLOSURE DETAILS. M4-9L 30" 24" 4 LI N D A V E S W RA I N I E R A V E S HA R D I E A V E S W SW 7TH ST LAKE AVE S ZONE A - PHASE 1 55471 STATE O F WASHIN G T O N REGISTE R E D P R O FESSIONAL E N GINEER ROBE R T C. ACE V E D O N 2 4 5 7 5 6 R3-1 24" 24" R3-2 24" 24" 7 M4-9S 30" 24" 6 SH A T T U C K A V E S 1 7 7 RAINIER AVE S NORTHBOUND CLOSURE NOT TO SCALE 7 7 32 2 06/10/2025 DRAWING NEW 1 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433267 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 TRAFFIC TRAFFIC DETOUR PLAN RAINIER AVE S BT120-TDP103 BT120 265 1 A. GREEN Z. WANG J. SEYER R. ACEVEDO 0 12/10/2024 ZW JS RA ISSUED FOR BID 1 06/13/2025 ZW PJ RA ADDENDUM #1 RTA/CN 0205-24 N/A No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 1 0 / 2 5 | 3: 0 7 P M | ZH W A N G C: \ P W W O R K I N G \ J A C O B S _ B & I \ Z H U O J I N . W A N G @ H D R I N C . C O M \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - T D P 1 0 1 - 1 0 2 . D W G S1-BT120-TDP101-102 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-TCP201 GB-SEAL-RA55471 S GRADY W A Y M4-9R 30" 24" 3 3 END DETOUR M4-8A 24" 18" 1 1 2 TEMPORARY BARRICADE DIRECTIONAL DETOUR SIGN WORK AREA LEGEND R3-27 24" 24" 3 2 SEE BT120-TMP103 AND BT120-TMP104 FOR LANE CLOSURE DETAILS. M4-9L 30" 24" 4 LI N D A V E S W RA I N I E R A V E S HA R D I E A V E S W SW 7TH ST LAKE AVE S ZONE A - PHASE 2 55471 STATE O F WASHIN G T O N REGISTE R E D P R O FESSIONAL E N GINEER ROBE R T C. ACE V E D O N 2 4 7 7 5 6 R3-1 24" 24" R3-2 24" 24" 7 M4-9S 30" 24" 7 6 SH A T T U C K A V E S RAINIER AVE S SOUTHBOUND CLOSURE NOT TO SCALE 7 7 7 2 2 3 DRAWING NEW 1 06/10/2025 265B C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433268 U T H H H H SS SS SD SD SD SD SD SD SD E CO E E W W T T E E FO SD SD FO FO FO SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDE X X X X X X X X X X X X X X X X / / / // / / // / / / / / / / / / / / / / / / / / / / // / / /////// SS SS SS SS SS SS SS SS SS SS E E E E E SS E E E E E E E E E G E E E E E E E E E E T T T T T T T T T T T 2' D P 2' D P 3'11" D P G G SS SS S S SS S S CO FO ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ DET V DET V DET V PTZ DETV PTZ SC V S TC 609+53 S TC 610+00 S T C 6 1 1 + 0 0 S T C 6 1 2 + 0 0 HA R D I E 3 1 0 + 0 0 H A R D I E 3 0 9 + 0 0 HA R D I E 3 1 0 + 0 0 RA I N I E R 2 0 6 + 0 0 RAINIER 207+00 RAI N I E R 2 0 8 + 0 0 S TC STA 610+02.99 = RAINIER STA 206+67.81 20 40 SCALE IN FEET 01020 (1" = 20') N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 9 / 2 5 | 5: 3 8 P M | RE B E C C A . S N E L L I N G S C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - S N E L L I R \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - T I P 1 0 1 . D W G S1-BT120-TIP101 FACILITY ID: Xrefs: xS1-BT120-VRX001 xS1-BT120-VSF100 xS1-BT120-TSP001 xS1-BT120-CMP001 xS1-BT120-TNP001 xS1-BT120-TIP001 xS1-BT120-CLP001 xBRT-CUD05-TB22x34 xS1-BT120-CAP001 xS1-BT120-GZK020 GB-SEAL-RJH43665 xS1-BT120-CPP001 xS1-BT120-CDP001 xS1-BT120-JCP001 xS1-BT120-LPP001 xS1-BT120-LHP001 xS1-BT120-EPP101 RA I N I E R A V E S HA R D I E A V E S W 43665 STATE O F WASHIN G T O N REGISTE R E D P R O F ESSIONAL E N G INEER RICHA R D J . HUTCHI N S O N GENERAL NOTES: 1.SEE SHEET BT120-TSN101 FOR GENERAL NOTES AND LEGEND. 1 1 1 WIRING SCHEDULE RUN NO.RACEWAY CONDUIT SIZE CONDUCTORS REMARKS 1 2-INCH HDPE 1-12 STUB STUB 2-INCH HDPE SPARE 2 EXISTING EX 1-96 SMFO DISTRIBUTION 2 2 2 2 3 CONSTRUCTION NOTES: REPLACE EXISTING TYPE 8 JUNCTION BOX WITH NEW SMALL CABLE VAULT PER WSDOT STD PLAN J-90.21-02. SPLICE NEW FIBER OPTIC CABLE FOR INTERCONNECT IN THE EXISTING INTERCONNECT NETWORK. COIL 150FT (MIN) OF FIBER OPTIC CABLE IN THE NEW CABLE VAULT. CONNECT 12 CT PRE-TERM STUB FIBER TO PROPOSED PATCH PANEL IN NEW SIGNAL CABINET. SEE SPLICE DETAIL 2 ON BT120-TID102 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 TRAFFIC INTELLIGENT TRANSPORTATION SYSTEMS PLAN RAINIER AVE S & HARDIE AVE SW BT120-TIP101 BT120 266 1 R. TLEHHEMA R. SNELLINGS E. SHIMIZU R. HUTCHINSON 0 12/10/2024 BN RT RH ISSUED FOR BID 1 06/13/2025 BN RT RH ADDENDUM #1 RTA/CN 0205-24 1"=20' 4 4SEE SPLICE DETAIL 1 ON BT120-TID101 1 1 1 1 3 1 1 6/12/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433269 No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 9 / 2 5 | 5: 3 8 P M | RE B E C C A . S N E L L I N G S C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - S N E L L I R \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - T I D 1 0 1 - 1 0 2 . D W G S1-BT120-TID101-102 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 GB-SEAL-RJH43665 43665 STATE O F WASHIN G T O N REGISTE R E D P R O F ESSIONAL E N G INEER RICHA R D J . HUTCHI N S O N 1 2 2N JUMPER MATCHING FIBER NUMBER BETWEEN NORTH TO SOUTH CABLES UNLESS OTHERWISE NOTED (TYP) NEW PATCH CABLES. TERMINATE TO NEW ETHERNET SWITCH BLUE SIGNAL CONTROLLER CABINET HARDIE AVE SW/ RAINIER AVE S BLUE 1 ORANGE 2 GREEN 3 BROWN 4 SLATE 5 WHITE 6 RED 7 BLACK 8 YELLOW 9 VIOLET 10 ROSE 11 AQUA 12 SPLICE DETAIL 1 SCALE: NTS FIBER OPTIC SPLICE (TYP) 1N 3 4 4N3N 5 6 6N5N 7 8 8S7S 9 10 10S9S 11 12 12S11S NEW 12CT FIBER STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 TRAFFIC INTELLIGENT TRANSPORTATION SYSTEMS DETAILS RAINIER AVE S & HARDIE AVE SW BT120-TID101 BT120 267 1 R. TLEHHEMA R. SNELLINGS E. SHIMIZU R. HUTCHINSON 0 12/10/2024 BN RT RH ISSUED FOR BID 1 06/13/2025 BN RT RH ADDENDUM #1 RTA/CN 0205-24 NTS 1-12CT DROP CABLE TO EAST 12CT DROP CABLE DRAWING TO ENTIRE REVISIONS 1 6/12/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433270 No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 9 / 2 5 | 5: 3 8 P M | RE B E C C A . S N E L L I N G S C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - S N E L L I R \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - T I D 1 0 1 - 1 0 2 . D W G S1-BT120-TID101-102 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 GB-SEAL-RJH43665 BLUE BLUE 96 SMFO EXISTING 96CT FIBER FROM NORTH OF THIS INTERSECTION ORANGE 12CT NEW 12CT DROP CABLE TO THE NEW TRAFFIC SIGNAL CABINET BL U E 43665 STATE O F WASHIN G T O N REGISTE R E D P R O F ESSIONAL E N G INEER RICHA R D J . HUTCHI N S O N BLUE EXISTING FIBER OPTIC VAULT HARDIE AVE SW/ RAINIER AVE S SPLICE DETAIL 2 SCALE: NTS FIBER OPTIC SPLICE (TYP) STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 TRAFFIC INTELLIGENT TRANSPORTATION SYSTEMS DETAILS RAINIER AVE S & HARDIE AVE SW BT120-TID102 BT120 268 1 R. TLEHHEMA R. SNELLINGS E. SHIMIZU R. HUTCHINSON 0 12/10/2024 BN RT RH ISSUED FOR BID 1 06/13/2025 BN RT RH ADDENDUM #1 RTA/CN 0205-24 NTS BL U E 1 OR A N G E 2 GR E E N 3 BR O W N 4 SL A T E 5 WH I T E 6 RE D 7 BL A C K 8 YE L L O W 9 VI O L E T 1 0 RO S E 1 1 AQ U A 1 2 BLUE 1 ORANGE 2 GREEN 3 BROWN 4 SLATE 5 WHITE 6 RED 7 BLACK 8 YELLOW 9 VIOLET 10 ROSE 11 AQUA 12 BLUE 1 ORANGE 2 GREEN 3 BROWN 4 SLATE 5 WHITE 6 RED 7 BLACK 8 YELLOW 9 VIOLET 10 ROSE 11 AQUA 12 GREEN BROWN SLATE WHITE RED BLACK BLUE 96 SMFO EXISTING 96CT FIBER FROM SOUTH OF THIS INTERSECTION ORANGE GREEN BROWN SLATE WHITE RED BLACK 1 1 1 COIL 12CT 150FT MIN IN THE VAULT FOR FUTURE USE 6/12/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 TR O - 4 1 - 4 3 3 2 T-433271 SIGN ASPH ASPH VLT CO FO W W W C C W W W W FO FO SD SD X X X X X X X X X X X X X ASPH X X X X X X X X X X X X X X X GAZEBO CONC / / / // / / / // / / / / / / / / / / // / / / / / / / / / / // / /////////////////// / / / / / // / / / //////// / / / / / /////// // //////////// / ////// / / / / / / /////// E E E E E E SSSSSS CO M C A S T F O CO M C A S T PSE PS E PS E G A S E E E E E E E E E G E E E E E E E E E E E E E E C C C C C 1' 1 1 " D P 1'7 " D P 3'9 " D P 2'2 " D P 2'4 " D P 5'8 " D P 8'6 " D P CO 2' 4' SS SS 2'9" 4'2' 3' 3' 3' 3' 3'1 0 " 4' 1 " 4'9 " 7" 4'1" 3'1 1 " 5' 9 " 5" 2'1 " 1' 1 1 " SS SS S S SS S S SS S S SS S S SS SS S S SS 2'10 " 3'10 " 3'0 " 4' 0 " 4'3 " 4'6 " 4'1 1 " 5' 0 " 5' 5 " 6'0 " 6' 3 " 6' 6 " 7'0 " 7' 2 " CO N TC 511+00 N T C 5 1 2 + 0 0 N T C 5 1 3 + 0 0 N TC 514+00 N TC 515+00 S T C 6 1 1 + 0 0 S T C 6 1 2 + 0 0 TCE EXISTING ROW LINE WALL LAYOUT LINE (LOL) AP WALL SRTC STA 13+29.95 = NTC STA 514+07.52, 35.33' LT BEGIN WALL WALL SRTC STA 10+00.00 = NTC STA 510+83.84, 57.04' LT 10 + 0 0 11+ 0 0 12 + 0 0 13+ 0 0 14+00 15+00 BP = 10+00.00 PI = 13+29.95 PC = 10+04.39 PT = 10+21.31 ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^^^^^^^^^^^^^^^^^ 15 20 25 30 35 40 45 EG TOF FG TOW STA 10+99.00 EL=25.85 STA 10+99.00 EL=26.52 STA 11+47.00 EL=26.52 STA 11+47.00 EL=27.18 STA 12+03.00 EL=27.18 STA 12+03.00 EL=27.85 STA 12+59.00 EL=27.85 STA 12+59.00 EL=28.52 STA 12+99.00 EL=28.52 STA 12+99.00 EL=29.18 STA 13+39.00 EL=29.18 STA 13+39.00 EL=29.85 STA 13+87.00 EL=29.85 STA 13+87.00 EL=30.52 STA 10+50.00 EL=25.85 STA 10+00.00 EL=23.84 STA 11+38.00 EL=23.84 STA 11+38.00 EL=24.34 STA 12+42.00 EL=24.34 STA 12+42.00 EL=24.84 STA 13+12.00 EL=24.84 STA 13+12.00 EL=25.34 STA 13+75.00 EL=25.84 STA 13+75.00 EL=25.34 STA 14+62.00 EL=26.34 STA 14+62.00 EL=25.84 24 . 5 9 24 . 6 10+00 24 . 3 24 . 8 6 24 . 4 25 . 1 7 24 . 5 25 . 5 1 24 . 7 11+00 25 . 8 4 24 . 9 26 . 1 8 25 . 2 25 . 3 25 . 4 12+00 25 . 5 27 . 3 7 25 . 5 27 . 6 9 25 . 7 28 . 0 4 25 . 8 13+00 28 . 5 3 26 . 1 28 . 9 5 26 . 2 29 . 2 9 26 . 4 29 . 6 3 26 . 5 14+00 29 . 9 4 26 . 7 30 . 1 2 26 . 7 30 . 1 3 26 . 8 26 . 9 15+00 WALL SRTC STA 10+00.00 EL=25.21 STA 10+50.00 EL=25.21 N 20 40 SCALE IN FEET 01020 (1" = 20') MA T C H L I N E : W A L L S R T C S T A 1 5 + 0 0 . 0 0 SE E D W G B T 1 2 0 - S W P 1 0 2 MA T C H L I N E : W A L L S R T C S T A 1 5 + 0 0 . 0 0 SE E D W G B T 1 2 0 - S W P 1 0 2 NOTES: 1.REFER TO STRUCTURAL DETAILS AND SECTIONS IN STRUCTURAL SHEET BT120-SGD161. 2.PREPARE SUBGRADE PER GEOTECHNICAL DETAILS. STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 STRUCTURAL RETAINING WALL PLAN AND PROFILE BT120-SWP101 BT120 A. ESPARZA L. REDMAN A. FORTNER A. ESPARZA 0 12/10/2024 AE DP AE ISSUED FOR BID 1 6/13/2025 AE AJF AE ADDENDUM #1 RTA/CN 0205-24 1"=20' No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 2 / 2 5 | 11 : 0 5 A M | YS H E N C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - S H E N Y \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - S W P 1 0 1 - 1 0 2 . D W G S1-BT120-SWP101-102 FACILITY ID: Xrefs: xS1-BT120-CPP001 xS1-BT120-VRX001 xS1-BT120-CGP001 xS1-BT120-CAP001 xS1-BT120-CPP002 xS1-BT120-VSF100 xS1-BT120-GZK020 xS1-BT120-SWP001 xBRT-CUD05-TB22x34 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT102-RPP102 BT120-RPP105-BT102-RPP107 BT120-RPP201-BT102-RPP205 1 06/13/2025 R PNTESTA LANOISS E F O G T O N REENIGNE AOFWSHI STAT E O F WASHING T O N S T R U CTURAL E N GINEER P R O FESSIONAL E N G INEER ALEJAND R O E SPARZA G O N Z A LEZ 22016264 2/June/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332174 E S D S D S D S D S D S D X X X X X X X X X X X X X OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE E O P SD 418 LA K E 4 0 4 + 0 0 LAKE 405+00 N TC 518+75N TC 516+00 N TC 517+00 N TC 518+00 EXISTING ROW LINEWALL LAYOUT LINE (LOL) 16+00 17+00 17+60 EP = 1 7 + 6 0 . 0 0 END WALL WALL SRTC STA 17+33.29 = NTC STA 510+83.84, 57.04' LT ^^^^^^^^^^^^^^^^^^^^^ 15 20 25 30 35 40 45 TOW TOF EG STA 15+39.00 EL=30.52 STA 15+39.00 EL=29.85 STA 15+95.00 EL=29.85 STA 15+95.00 EL=29.18 STA 16+43.00 EL=29.18 STA 16+43.00 EL=28.52 END WALL SRTC STA 17+33.29 EL=28.02 FG STA 16+12.00 EL=26.84 STA 16+12.00 EL=26.34 STA 17+00.00 EL=26.84 29 . 9 6 26 . 9 15+00 29 . 6 5 27 . 0 29 . 3 2 27 . 1 29 . 0 0 27 . 1 28 . 6 7 27 . 2 16+00 28 . 3 5 27 . 3 28 . 0 2 27 . 3 27 . 7 0 27 . 4 27 . 3 7 27 . 5 17+00 27 . 1 5 27 . 8 26 . 1 7 26 . 0 26 . 0 8 26 . 1 17+60 STA 17+00.00 EL=26.34 STA 17+20.48 EL=26.34 STA 17+20.48 EL=25.84 STA 17+33.29 EL=25.84 STA 16+87.50 EL=28.52 STA 16+87.50 EL=28.02 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 STRUCTURAL RETAINING WALL PLAN AND PROFILE BT120-SWP102 BT120 A. ESPARZA L. REDMAN A. FORTNER A. ESPARZA 0 12/10/2024 AE DP AE ISSUED FOR BID 1 06/13/2025 AE AJF AE ADDENDUM #1 RTA/CN 0205-24 1"=20' N 20 40 SCALE IN FEET 01020 (1" = 20') MA T C H L I N E : W A L L S R T C S T A 1 5 + 0 0 . 0 0 SE E D W G B T 1 2 0 - S W P 1 0 1 LAKE AVE S MA T C H L I N E : W A L L S R T C S T A 1 5 + 0 0 . 0 0 SE E D W G B T 1 2 0 - S W P 1 0 1 NOTES: 1.REFER TO STRUCTURAL DETAILS AND SECTIONS IN STRUCTURAL SHEET BT120-SGD161. 2.PREPARE SUBGRADE PER GEOTECHNICAL DETAILS. No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 2 / 2 5 | 11 : 0 5 A M | YS H E N C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - S H E N Y \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - S W P 1 0 1 - 1 0 2 . D W G S1-BT120-SWP101-102 FACILITY ID: Xrefs: xS1-BT120-CPP001 xS1-BT120-VRX001 xS1-BT120-CGP001 xS1-BT120-CAP001 xS1-BT120-CPP002 xS1-BT120-VSF100 xS1-BT120-GZK020 xS1-BT120-SWP001 xBRT-CUD05-TB22x34 1 1 R PNTESTA LANOISS E F O G T O N REENIGNE AOFWSHI STAT E O F WASHING T O N S T R U CTURAL E N GINEER P R O FESSIONAL E N G INEER ALEJAND R O E SPARZA G O N Z A LEZ 22016264 2/June/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332175 BUS BAY 7 BUS BAY 6 BUS BAY 5 BUS B A Y 2 BUS B A Y 8 BUS BAY 3 BUS BAY 4 BU S B A Y 1 ^ ^ ^ ^ ^ ^ ^ ^^^^^^^^^^^ F R5 1 . 9 0 R4 8 . 5 4 R5 0 . 0 0 R2 0 . 0 0 R1 9 . 8 9 R3 0 . 0 0 R3 5 . 0 0 R4 0 . 0 0 R4 0 . 0 0 R4 5 . 0 0 R3 5 . 0 0 R5 0 . 0 0 R3 5 . 0 0 R5 0 . 0 0 S 7TH ST PAR K I N G G A R A G E 5 5 CONC CONC CONC SIGN DEBRIS SIGN SIG N SIGN RA I N I E R A V E S S B RA I N I E R A V E S N B RA I N I E R A V E S N B RA I N I E R A V E S S B HA R D I E A V E S W SR - 1 6 7 N B SR - 1 6 7 S B GRADY WAY E B GRADY WA Y E B GRADY WA Y E B GRADY WAY E B SR - 1 6 7 S B SR - 1 6 7 N B LAK E A V E S LA K E A V E S CONC ASPH ASPH AS P H ASPH ASPH ASPH UT UT UT UT H H H H H H H VLT VLT VLT VLT VLT VLT VLTS VLT BUS SHELTER TRASHBIN TRASHBIN BUS SIGNPOWERCABINET SW SW SW SW DRW DRW BUS SHELTER TRASHBIN SW SW SW DRW DRW SW SW DRW SW SW SW SW DRW S 7TH ST 36 " C M P 36" DI 30" CONC 30" CON C 27" CONC 27" CONC 27" CONC 24" CMP 12" C O N C 4" C O N C 6" DI 12" C P P 12 " C P P 12 " C O N C 6" CONC 6" CONC 6" CONC 6" P V C 12" DI 12" CO N C 12" CON C 6" C O N C 15 " C M P 1 5 " C M P HH TT T E TS SLHH TMH GVFOFO2FOMH GV GV GV ITSVLT 2TS LTVLT LTVLT TC SLHH LTHH CEN T U R Y L I N K VLT ELEC VLT GV TS L T HH TS LT VLT ELECVLT 2 MISCMH TS-LTVLT GV GV SLHHHHLTHHTCHH FOFOMH FOFOMH FOFOMH TS LTHH MW LTHH TMH TMH GV BROADBANDVLT LTHH HH ELEC VLT HH 2HH ELEC VLT LT H H ELEC V L T LT H H ELEC VLT LTHH GV CW SW SW ASPH C W SW AR T W O R K DR W DRW SW AS P H ASP H ASPHCONC SEAMS ( T Y P ) ASPH SW SW SW DR W DR W E CO E E E E E E E E E EE E E EE HH HH HH HH HH HH HH HH HH HH HH HHHH HH HH HH HH HH HH HH HH 3HH HH HH HH HH HH HH HH HH HH HH HH HH HH HH HH 2 HH HH EL E C V L T ELECVLT EL E C V L T 4ELEC VLT ELECVLT ELECVLT 2ELEC VLT ELEC VLT GV GV GV HH ELECVLT E HH HH ELECVLT HH HH FO G G G FO FO G G G G FO GV GV GM 2VLTS HH T TS HH HH HH HH HH HH TMH VLT TS VLT HH VLT 2" DROP 2" DROP HH GM G G G G 6" CON C HH HH 12" R C P ASPH ASPH ASPH PP PP PP SW ASPH BLDGEQUIP GAZEBO CONC ELECEQUIP SW SW SW SW SW SW SW SW 4 BLRD 3 BLRD 3 BLRD 2 BLRDPM 2 BLRD 3 BLRD BLDEQUIP STORAGESHED MISCVALV SHELTERCANOPY EO P EO P EO P EO P BLDG BLDG BLDG BLDG CBRIM=25.13NEEDS TRAFFIC CONTROL 12" RCP 8" CONC 8" CONC 4" CONC 30 " C P P 24 " C P P 18" D I 18" DI 12" CPP 12" C P P 12" C P P SS SS SS SS SS SS SS SS G METAL POLE METAL POLE METAL POLE / / / / / / ///// / / / / / / // / // SL SL G G G E E E E E E E FO FO FO FO FO FO FO FO FO SSSS W W W W W W W W W WW W W W W W WWWWW W W W W WW W W W W W W W WWW W W W W SDSD SDSDSDSDSDSDSD SD SD SD SS SS SS SS S D S D SD SD S D SD SS SS SD S S SS SD SS SS SSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S SS SS SS SS S S SS SS SS SS SS SS S S SD SD SD SD SD SD SD SD SDSDSDSDSDSDSDSDSDSD SD SD SD SD SD SD SD SD SD W W W WW SSSSSSSSSSSSSSSSSSSS SS SS E E E E E E CENTURYLINK CENTU R Y L I N K F O CENTU R Y L I N K F O CENTUR Y L I N K F O CENTUR Y L I N K F O CENTURYLIN K F O CENTURYLIN K F O CE N T U R Y L I N K F O PSE GAS PS E G A S PS E G A S PS E G A S PSE GA S PSE G A S PSE G A S PSE G A S PSE G A S PSE GAS PSE GAS P S E G A S G UTIL VLT HH HH HH UNKNOWN UTILITY UTILVLT FOVLT HH HH ELECVAULT HH GV MWEL=25.08 MWGWMW-3EL=26.16 MWGWMW-1EL=26.60 7'11" DP 11' DP4'9" DP 4'9" DP13'6" DP 6'3" DP 5'8" DP 4'1 " D P 3'6 " D P 4'8 " D P 12'6" DP 13'6" DP 11'6"DP10' DP CONC SEAMS ( T Y P ) CO 2 BLRD 2'4' HH BROADBANDVAULT 4'2" DP 2'4" DP 12' DP 6'11" 3'6" 4'8 " 8'1 1 " 2'4'5" ED(TYP.) ED(TYP.) ED (TY P . ) ED (TY P . ) 2'9" 4'2' 3' 3' 3' 3' 4' 1' HH HHHHHH ELEC VLT ELEC VLT HHHH SLHH SLHH BIKESTORAGE ELECPED GROUNDROD 6" TREE30' DLN LAKE AVE S 1.5' RET WALLPLANTER 1.5' RET WALLPLANTER MWEL=26.43 MWEL=27.18 MWEL=27.18 MWEL=27.04 MWEL=27.17 MWEL=26.07 MWEL=27.58 MWEL=26.71 MWEL=26.87 MWEL=27.59 MWEL=27.00 MWEL=26.12 MWEL=26.25 MW RTN001-13EL=26.03 MWEL=26.11 MW RTN002-05EL=26.32 MW RTN002-06EL=26.35 CO / / / / / / / / / // / / / / / / / //////////// 1 LHD104 1 LHD105 2 LHD105 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 LANDSCAPE HARDSCAPE PLAN AREA PLAN AND GENERAL NOTES BT120-LHP100 BT120 T. WALKER T. WALKER L. FRENCH L. FRENCH 0 12/10/2024 TW LF LF ISSUED FOR BID 1"=80' No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 12 / 0 3 / 2 4 | 9: 4 0 A M | WA L K E R T 1 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ W A L K E R T 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - L H P 1 0 0 . D W G S1-BT120-LHP100 FACILITY ID: Xrefs: xS1-BT120-LHP001 xS1-BT120-CMP001 xS1-BT120-CPP001 xBRT-CUD05-TB22x34 xS1-BT120-VSF100 xS1-BT120-VRX001 xS1-BT120-GZK020 xS1-BT120-CDP001 xS1-BT120-APP211 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 DRAINAGE PLANS. 3.SEE SHEET BT120-CPP101-106, 201-205 FOR PAVING PLANS. N SCALE IN FEET 0 (CUSTOM) 80 40 80 160 HA R D I E A V E S GRADY W A Y LA K E A V E S SR - 1 6 7 RAI N I E R A V E S NORTH DRIVEWAY SOUTH DRIVEWAY102 103 201 202 203 204 205 101 104 105 106 107 CROSS REFERENCING OF DRAWINGS BASE SHEET TITLE 1"=20' DRAWING SETS NOT USED S1-BT120-LHP102 NOT USED S1-BT120-LHP104 S1-BT120-LHP105 S1-BT120-LHP106 NOT USED 101 102 103 104 105 106 107 CROSS REFERENCING OF DRAWINGS BASE SHEET TITLE 1"=20' DRAWING SETS S1-BT120-LHP201 S1-BT120-LHP202 S1-BT120-LHP203 S1-BT120-LHP204 NOT USED 201 202 203 204 205 AREA MAP 1" = 80' STA T E O F W A SHIN G T O N L I C E N S E D LANDSCA P E A R C HITECTNO . 2 1 0 32616 EX P . 0 7 /1 3/2025 T H O M A S R WAL K E R 271 RTA/CN 0205-24 jding 11/05/2025 CURRENT PLANNING DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332176 DRW C O GV G V G G G G G G W W W SD SD SD SD G V 12" RC P No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 01 / 2 3 / 2 5 | 12 : 2 4 P M | WA L K E R T 1 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ W A L K E R T 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - L H P 1 0 2 - 1 0 6 . D W G S1-BT120-LHP102-106 FACILITY ID: Xrefs: xS1-BT120-LHP001 xS1-BT120-CMP001 xS1-BT120-CPP001 xBRT-CUD05-TB22x34 xS1-BT120-VSF100 xS1-BT120-VRX001 xS1-BT120-GZK020 xS1-BT120-CDP001 xS1-BT120-APP211 xS1-BT120-CAP001 xS1-BT120-GZK010 GB-SEAL-TRW21032616 LEGENDGENERAL 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. EXTERIOR CONCRETE FINISH: MEDIUM ETCHED; INTEGRAL COLOR, WSDOT AMS-STD 20227 EXTERIOR CONCRETE FINISH: LIGHT BROOM; STD GRAY KEY NOTES: SEE SHEET BT120-CR105 FOR TYPICAL SECTION HARDSCAPE DETAIL4 STA T E O F W A SHIN G T O N L I C E N S E D LANDSCA P E A R C HITECTNO . 2 1 0 32616 EX P. 0 7 /1 3/2025 T H O M A S R WAL K E R STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 LANDSCAPE HARDSCAPE PLAN RAINIER STA 504+00 TO RAINIER STA 208+50 BT120-LHP102 BT120 272 0 T. WALKER T. WALKER L. FRENCH T. WALKER 0 12/10/2024 TW LF LF ISSUED FOR BID 1"=20' N 20 40 SCALE IN FEET 01020 (1" = 20') N MA T C H L I N E : R A I N I E R S T A 2 0 8 + 5 0 SE E D W G B T 1 2 0 - L H P 1 0 3 M A T C H L I N E : R A I N I E R S T A 2 0 4 + 0 0 S E E D W G B T 1 2 0 - L H P 1 0 1 MATCHLINE: SEE DWG BT120-LHP203 MATCHLINE: SEE DWG BT120-LHP201 102 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 KEY MAP SW GRA D Y WAY LA K E AV E S 103 201 202 203 204 205 101 104 105 106 RAINIER AVE S HARD I E A V E S W RIVER ROCK PATTERN: WSDOT BOMANITE RIVER ROCK 4 4 RTA/CN 0205-24 jding 11/05/2025 CURRENT PLANNING DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332177 20+00 21+00 22+00 22+6 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 20 R 4 8 . 5 4 R5 0 . 0 0 R2 0 . 0 0 R1 5 . 0 0 R1 9 . 8 9 R 3 0 . 0 0 R 3 5 . 0 0 R 4 0 . 0 0 4" CONC SL HH ////////////////////// 1 BT120-LHD104 1 BT120-LHD105 107 106 112 113 115 114111 110 155 154 157 156 141 140 117 116 121 120 118 119 159 158 161 160 165 164 129 128 131 130 143 153 142 152 145 144 169 168 173 172 171 170 GRADY 151+00 GRADY 152+00 GRADY 153+00 GRADY 154+00 GRADY 155+00 GRADY 156+00 107 N 20 40 SCALE IN FEET 01020 (1" = 20') No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 01 / 2 3 / 2 5 | 12 : 2 4 P M | WA L K E R T 1 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ W A L K E R T 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - L H P 1 0 2 - 1 0 6 . D W G S1-BT120-LHP102-106 FACILITY ID: Xrefs: xS1-BT120-LHP001 xS1-BT120-CMP001 xS1-BT120-CPP001 xBRT-CUD05-TB22x34 xS1-BT120-VSF100 xS1-BT120-VRX001 xS1-BT120-GZK020 xS1-BT120-CDP001 xS1-BT120-APP211 xS1-BT120-CAP001 xS1-BT120-GZK010 GB-SEAL-TRW21032616 N SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 KEY MAP SW GRA D Y WAY 104 LA K E AV E S 102 103 201 202 203 204 205 101 105 106 MA T C H L I N E : G R A D Y S T A 1 5 1 + 0 0 NO T U S E D T H I S S E R I E S MA T C H L I N E : G R A D Y S T A 1 5 6 + 5 0 SE E D W G B T 1 2 0 - L H P 1 0 5 MATCHLINE: SEE DWG BT120-LHP205 MATCHLINE: SEE DWG BT120-LHP204 LEGENDGENERAL 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. EXTERIOR CONCRETE FINISH: MEDIUM ETCHED; INTEGRAL COLOR, WSDOT AMS-STD 20227 EXTERIOR CONCRETE FINISH: LIGHT BROOM; STD GRAY S GRADY WAY KEY NOTES: INSTALL CEMENT CONCRETE PAVEMENT WITH BROOM FINISH AND COLD JOINT PATTERN PER PLANS. INSTALL CEMENT CONCRETE PAVEMENT WITH INTEGRAL COLOR, WSDOT AMS-STD 202271 2 WALL POINT 2 1 INSTALL CEMENT CONCRETE PAVEMENT PER CITY OF RENTON STD PLAN 1023 3 STA T E O F W A SHIN G T O N L I C E N S E D LANDSCA P E A R C HITECTNO . 2 1 0 32616 EX P. 0 7 /1 3/2025 T H O M A S R WAL K E R STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 LANDSCAPE HARDSCAPE PLAN GRADY STA 151+00 TO GRADY STA 156+50 BT120-LHP104 BT120 273 0 T. WALKER T. WALKER L. FRENCH L. FRENCH 0 12/10/2024 TW LF LF ISSUED FOR BID 1"=20' RTA/CN 0205-24 jding 11/05/2025 CURRENT PLANNING DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332178 R 4 5 . 0 0 R3 5 . 0 0 R5 0 . 0 0 R3 5 . 0 0 R5 0 . 0 0 MW EL=26.43 2 BT120-LHD105 133 132 150 151 148 149 135 134 177 176 178 179 180 181 LAKE 399+48 LAKE 400+00 LAK E 4 0 1 + 0 0 GRADY 160+46GRADY 157+00 GRADY 158+00 GRADY 159+00 GRADY 160+00 PC = L A K E 4 0 0 + 3 6 . 1 7 P T = L A K E 4 0 1 + 0 8 . 2 8 P C = L A K E 4 0 1 + 6 1 . 6 5 LAKE STA 400+00.05 = GRADY STA 158+70.91 RAILAKDW 722+12 RAILAK D W 7 1 9 + 0 0 RAILAKD W 7 2 0 + 0 0 RAILA K D W 7 2 1 + 0 0 PC = R A I L A K D W 7 1 9 + 6 1 . 2 2 P T = R A I L A K D W 7 2 0 + 1 6 . 0 5 L=54.83', R=87.00' Δ=36°06'41" RAILAKDW STA 722+12.21 = LAKE STA 401+91.32 L=72.12',R =111.0 0' Δ=37°13'30" 107 12" RC P N 20 40 SCALE IN FEET 01020 (1" = 20') No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 01 / 2 3 / 2 5 | 12 : 2 5 P M | WA L K E R T 1 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ W A L K E R T 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - L H P 1 0 2 - 1 0 6 . D W G S1-BT120-LHP102-106 FACILITY ID: Xrefs: xS1-BT120-LHP001 xS1-BT120-CMP001 xS1-BT120-CPP001 xBRT-CUD05-TB22x34 xS1-BT120-VSF100 xS1-BT120-VRX001 xS1-BT120-GZK020 xS1-BT120-CDP001 xS1-BT120-APP211 xS1-BT120-CAP001 xS1-BT120-GZK010 GB-SEAL-TRW21032616 N SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 KEY MAP SW GRA D Y WAY 105 LA K E AV E S 102 103 201 202 203 204 205 101 104 106 MA T C H L I N E : G R A D Y S T A 1 5 6 + 5 0 SE E D W G B T 1 2 0 - L H P 1 0 4 MATC H L I N E : SEE D W G B T 1 2 0 - L H P 2 0 4 MATCHLINE: LAKE STA 401+50 NOT USED THIS SERIES LEGENDGENERAL 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. EXTERIOR CONCRETE FINISH: MEDIUM ETCHED; INTEGRAL COLOR, WSDOT AMS-STD 20227 EXTERIOR CONCRETE FINISH: LIGHT BROOM; STD GRAY S GRADY WAY LAK E A V E S KEY NOTES: INSTALL CEMENT CONCRETE PAVEMENT WITH BROOM FINISH AND COLD JOINT PATTERN PER PLANS. INSTALL CEMENT CONCRETE PAVEMENT WITH INTEGRAL COLOR, WSDOT AMS-STD 202271 2 WALL POINT 2 1 INSTALL CEMENT CONCRETE PAVEMENT PER CITY OF RENTON STD PLAN 1023 3 STA T E O F W A SHIN G T O N L I C E N S E D LANDSCA P E A R C HITECTNO . 2 1 0 32616 EX P. 0 7 /1 3/2025 T H O M A S R WAL K E R RIVER ROCK PATTERN: WSDOT BOMANITE RIVER ROCK STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 LANDSCAPE HARDSCAPE PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 BT120-LHP105 BT120 274 0 T. WALKER T. WALKER L. FRENCH L. FRENCH 0 12/10/2024 TW LF LF ISSUED FOR BID 1"=20' RTA/CN 0205-24 jding 11/05/2025 CURRENT PLANNING DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332179 ^ ^ ^ ^ ^ ^ ^ F F F F C C L A K E A V E S LAKE AVE S 12" RC P No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 01 / 2 3 / 2 5 | 12 : 2 6 P M | WA L K E R T 1 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ W A L K E R T 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - L H P 1 0 2 - 1 0 6 . D W G S1-BT120-LHP102-106 FACILITY ID: Xrefs: xS1-BT120-LHP001 xS1-BT120-CMP001 xS1-BT120-CPP001 xBRT-CUD05-TB22x34 xS1-BT120-VSF100 xS1-BT120-VRX001 xS1-BT120-GZK020 xS1-BT120-CDP001 xS1-BT120-APP211 xS1-BT120-CAP001 xS1-BT120-GZK010 GB-SEAL-TRW21032616 LEGENDGENERAL 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. EXTERIOR CONCRETE FINISH: MEDIUM ETCHED; INTEGRAL COLOR, WSDOT AMS-STD 20227 EXTERIOR CONCRETE FINISH: LIGHT BROOM; STD GRAY KEY NOTES: STA T E O F W A SHIN G T O N L I C E N S E D LANDSCA P E A R C HITECTNO . 2 1 0 32616 EX P. 0 7 /1 3/2025 T H O M A S R WAL K E R N 20 40 SCALE IN FEET 01020 (1" = 20') SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 KEY MAP SW GRA D Y WAY 106 LA K E AV E S 102 103 201 202 203 204 205 101 104 105 N RIVER ROCK PATTERN: WSDOT BOMANITE RIVER ROCK STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 LANDSCAPE HARDSCAPE PLAN LAKE STA 401+50 TO LAKE STA 405+55.16 BT120-LHP106 BT120 275 0 T. WALKER T. WALKER L. FRENCH T. WALKER 0 12/10/2024 TW LF TW ISSUED FOR BID 1"=20' SEE SHEET BT120-CR105 FOR TYPICAL SECTION HARDSCAPE DETAIL4 4 4 MAT C H L I N E : L A K E S T A 4 0 1 + 5 0 SEE D W G B T 1 2 0 - L H P 1 0 5 MATCHLINE: SEE DWG BT120-LHP204 MATCHLINE: SEE DWG BT120-LHP202 RTA/CN 0205-24 jding 11/05/2025 CURRENT PLANNING DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332180 BUS BAY 2 BUS BAY 8 BUS BAY 1 SEE ARCHITECTURAL PLAN BT120-APP211-215 3 BT120-LHD102 2 BT120-LHD103 SEE ARCHITECTURAL PLAN BT120-APP211-215 N 20 40 SCALE IN FEET 01020 (1" = 20') No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 12 / 0 3 / 2 4 | 9: 4 4 A M | WA L K E R T 1 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ W A L K E R T 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - L H P 2 0 1 - 2 0 5 . D W G S1-BT120-LHP201-205 FACILITY ID: Xrefs: xS1-BT120-LHP001 xS1-BT120-CPP001 xBRT-CUD05-TB22x34 xS1-BT120-VRX001 xS1-BT120-APP211 xS1-BT120-CDP001 xS1-BT120-VSF100 xS1-BT120-LHD001 xS1-BT120-GZK010 GB-SEAL-TRW21032616 N LEGEND MATCHLINE: NOT USED THIS SERIES MA T C H L I N E : S E E D W G B T 1 2 0 - L H P 2 0 2 MA T C H L I N E : NO T U S E D T H I S S E R I E S MATCHLINE: SEE DWG BT120-LHP203 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. EXTERIOR CONCRETE FINISH: MEDIUM ETCHED; INTEGRAL COLOR, WSDOT AMS-STD 20227 EXTERIOR CONCRETE FINISH: LIGHT BROOM; STD GRAY 102 103 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRA D Y WAY 101 104 105 KEY MAP LA K E AV E S 106 KEY NOTES: INSTALL CEMENT CONCRETE PAVEMENT WITH BROOM FINISH AND COLD JOINT PATTERN PER PLANS. INSTALL CEMENT CONCRETE PAVEMENT WITH INTEGRAL COLOR, WSDOT AMS-STD 20227.1 2 21 INSTALL CEMENT CONCRETE PAVEMENT PER CITY OF RENTON STD PLAN 1023 3 STA T E O F W A SHIN G T O N L I C E N S E D LANDSCA P E A R C HITECTNO . 2 1 0 32616 EX P. 0 7 /1 3/2025 T H O M A S R WAL K E R STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 LANDSCAPE HARDSCAPE PLAN S RENTON TRANSIT CENTER BT120-LHP201 BT120 T. WALKER T. WALKER L. FRENCH L. FRENCH 0 12/10/2024 TW LF LF ISSUED FOR BID 1"=20' 276 RTA/CN 0205-24 jding 11/05/2025 CURRENT PLANNING DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332181 BUS BAY 7 BUS BAY 6 BUS BAY 5 BU S B A Y 2 BUS BAY 3 BUS BAY 4 SEE ARCHITECTURAL PLAN BT120-APP211-215 20 40 SCALE IN FEET 01020 (1" = 20') No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 12 / 0 3 / 2 4 | 9: 4 5 A M | WA L K E R T 1 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ W A L K E R T 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - L H P 2 0 1 - 2 0 5 . D W G S1-BT120-LHP201-205 FACILITY ID: Xrefs: xS1-BT120-LHP001 xS1-BT120-CPP001 xBRT-CUD05-TB22x34 xS1-BT120-VRX001 xS1-BT120-APP211 xS1-BT120-CDP001 xS1-BT120-VSF100 xS1-BT120-LHD001 xS1-BT120-GZK010 GB-SEAL-TRW21032616 N MA T C H L I N E : SE E D W G B T 1 2 0 - L H P 2 0 1 MA T C H L I N E : SE E D W G B T 1 2 0 - L H P 1 0 6 MATCHLINE: SEE DWG BT120-LHP204 102 103 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRA D Y WAY 101 104 105 KEY MAP LA K E AV E S 106 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. EXTERIOR CONCRETE FINISH: MEDIUM ETCHED; INTEGRAL COLOR, WSDOT AMS-STD 20227 LEGEND EXTERIOR CONCRETE FINISH: LIGHT BROOM; STD GRAY KEY NOTES: BIKE LINK G7 ELOCKER BIKE LOCKERS TO BE PROCURED AND INSTALLED BY SOUND TRANSIT. COORDINATE INSTALLATION OF BIKE LOCKERS WITH SOUND TRANSIT. 5 N 5 STA T E O F W A SHIN G T O N L I C E N S E D LANDSCA P E A R C HITECTNO . 2 1 0 32616 EX P. 0 7 /1 3/2025 T H O M A S R WAL K E R STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 LANDSCAPE HARDSCAPE PLAN S RENTON TRANSIT CENTER BT120-LHP202 BT120 T. WALKER T. WALKER L. FRENCH L. FRENCH 0 12/10/2024 TW LF LF ISSUED FOR BID 1"=20' 277 RTA/CN 0205-24 jding 11/05/2025 CURRENT PLANNING DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332182 3 BT120-LHD102 1 BT120-LHD103 2 BT120-LHD103 N 20 40 SCALE IN FEET 01020 (1" = 20') No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 5 / 2 5 | 11 : 1 1 A M | WA L K E R T 1 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ W A L K E R T 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - L H P 2 0 1 - 2 0 5 . D W G S1-BT120-LHP201-205 FACILITY ID: Xrefs: xS1-BT120-LHP001 xS1-BT120-CPP001 xBRT-CUD05-TB22x34 xS1-BT120-VRX001 xS1-BT120-APP211 xS1-BT120-CDP001 xS1-BT120-VSF100 xS1-BT120-LHD001 xS1-BT120-GZK010 GB-SEAL-TRW21032616 N MA T C H L I N E : S E E D W G B T 1 2 0 - L H P 2 0 4 MATCHLINE: SEE DWG BT120-LHP205 MA T C H L I N E : NO T U S E D T H I S S E R I E S M A T C H L I N E : N O T U S E D T H I S S E R I E S MATCHLINE: SEE DWG BT120-LHP201 102 103 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRA D Y WAY 101 104 105 KEY MAP LA K E AV E S 106 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. EXTERIOR CONCRETE FINISH: MEDIUM ETCHED; INTEGRAL COLOR, WSDOT AMS-STD 20227 LEGEND EXTERIOR CONCRETE FINISH: LIGHT BROOM; STD GRAY KEY NOTES: INSTALL CEMENT CONCRETE PAVEMENT WITH BROOM FINISH AND COLD JOINT PATTERN PER PLANS. BIKE LINK G7 ELOCKER BIKE LOCKERS TO BE PROCURED AND INSTALLED BY SOUND TRANSIT. COORDINATE INSTALLATION OF BIKE LOCKERS WITH SOUND TRANSIT. INSTALL SPORTWORKS CANE DETECTABLE TOFINO NO SCRATCH BIKE RACKS IN ACCORDANCE WITH THE SOUND TRANSIT DESIGN CRITERIA MANUAL. TO BE CONTRACTOR PROCURED AND INSTALLED. INSTALL CEMENT CONCRETE PAVEMENT WITH INTEGRAL COLOR, WSDOT AMS-STD 20227. INSTALL BENCHES IN ACCORDANCE WITH THE SOUND TRANSIT DESIGN CRITERIA MANUAL, SPECIFICATIONS AND LHD101 DETAIL 4. 1 2 4 5 6 2 5 6 3 1 4 INSTALL CEMENT CONCRETE PAVEMENT PER CITY OF RENTON STD PLAN 1023 STA T E O F W A SHING T O N L I C E N S E D LANDSCA P E A R C HITECTN O . 2 10 32616 EX P. 0 7 /1 3/2025 T H O M A S R WAL K E R STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 LANDSCAPE HARDSCAPE PLAN S RENTON TRANSIT CENTER BT120-LHP203 BT120 278 1 T. WALKER T. WALKER L. FRENCH L. FRENCH 0 12/10/2024 TW LF LF ISSUED FOR BID 1 06/13/2025 TW LF LF ADDENDUM #1 RTA/CN 0205-24 1"=20' 1 jding 11/05/2025 CURRENT PLANNING TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332183 DEVELOPMENT ENGINEERING msippo 11/25/2025 22+0 0 22+61 30+00 31+00 31+5 0 14 17 18 19 20 21 22 23 24 25 26 R 3 0 . 0 0 R4 0 . 0 0 R4 0 . 0 0 R 4 5 . 0 0 R3 5 . 0 0 R5 0 . 0 0 R3 5 . 0 0 R5 0 . 0 0 27 28 X 2 BT120-LHD103 1 BT120-LHD105 2 BT120-LHD105 163 162 170 167 166 175 174 N 20 40 SCALE IN FEET 01020 (1" = 20') No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 12 / 0 3 / 2 4 | 9: 4 6 A M | WA L K E R T 1 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ W A L K E R T 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - L H P 2 0 1 - 2 0 5 . D W G S1-BT120-LHP201-205 FACILITY ID: Xrefs: xS1-BT120-LHP001 xS1-BT120-CPP001 xBRT-CUD05-TB22x34 xS1-BT120-VRX001 xS1-BT120-APP211 xS1-BT120-CDP001 xS1-BT120-VSF100 xS1-BT120-LHD001 xS1-BT120-GZK010 GB-SEAL-TRW21032616 N MA T C H L I N E : SE E D W G B T 1 2 0 - L H P 2 0 3 MA T C H L I N E : SE E D W G B T 1 2 0 - L H P 2 0 5 MATCHLINE: SEE DWG BT120-LHP202 MATCHLI N E : SEE DWG B T 1 2 0 - L H P 1 0 4 MATCHLI N E : SEE DWG B T 1 2 0 - L H P 1 0 5 MA T C H L I N E : SE E D W G B T 1 2 0 - L H P 1 0 6 102 103 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRA D Y WAY 101 104 105 KEY MAP LA K E AV E S 106 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. EXTERIOR CONCRETE FINISH: MEDIUM ETCHED; INTEGRAL COLOR, WSDOT AMS-STD 20227 LEGEND EXTERIOR CONCRETE FINISH: LIGHT BROOM; STD GRAY KEY NOTES: INSTALL CEMENT CONCRETE PAVEMENT WITH BROOM FINISH AND COLD JOINT PATTERN PER PLANS. 2 2 2 INSTALL CEMENT CONCRETE PAVEMENT PER CITY OF RENTON STD PLAN 1023 STA T E O F W A SHIN G T O N L I C E N S E D LANDSCA P E A R C HITECTNO . 2 1 0 32616 EX P. 0 7 /1 3/2025 T H O M A S R WAL K E R STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 LANDSCAPE HARDSCAPE PLAN S RENTON TRANSIT CENTER BT120-LHP204 BT120 T. WALKER T. WALKER L. FRENCH L. FRENCH 0 12/10/2024 TW LF LF ISSUED FOR BID 1"=20' 279 RTA/CN 0205-24 jding 11/05/2025 CURRENT PLANNING DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332184 20 + 0 0 1 2 3 4 5 6 7 8 9 10 12 R 5 1 . 9 0 R 4 8 . 5 4 R 5 0 . 0 0 R 2 0 . 0 0 R 1 5 . 0 0 R 1 9 . 8 9 R3 0 . 0 0 1 BT120-LHD104 1 BT120-LHD105 1 LHD 1 0 1 1 LHD 1 0 6 105 104 108 109 100 101 103 102 138 139 136 137 127 126 124 125 123 122 163 162 N 20 40 SCALE IN FEET 01020 (1" = 20') No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 01 / 2 3 / 2 5 | 12 : 3 2 P M | WA L K E R T 1 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ W A L K E R T 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - L H P 2 0 1 - 2 0 5 . D W G S1-BT120-LHP201-205 FACILITY ID: Xrefs: xS1-BT120-LHP001 xS1-BT120-CPP001 xBRT-CUD05-TB22x34 xS1-BT120-VRX001 xS1-BT120-APP211 xS1-BT120-CDP001 xS1-BT120-VSF100 xS1-BT120-LHD001 xS1-BT120-GZK010 GB-SEAL-TRW21032616 N MAT C H L I N E : SEE D W G B T 1 2 0 - L H P 1 0 4 MATCHLINE: SEE DWG BT120-LHP203 M A T C H L I N E : N O T U S E D T H I S S E R I E S 102 103 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRA D Y WAY 101 104 105 KEY MAP LA K E AV E S 106 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. EXTERIOR CONCRETE FINISH: MEDIUM ETCHED; INTEGRAL COLOR, WSDOT AMS-STD 20227 LEGEND EXTERIOR CONCRETE FINISH: LIGHT BROOM; STD GRAY KEY NOTES: INSTALL CEMENT CONCRETE PAVEMENT WITH BROOM FINISH AND COLD JOINT PATTERN PER PLANS. INSTALL CEMENT CONCRETE PAVEMENT WITH INTEGRAL COLOR, WSDOT AMS-STD 202271 2 2 1 INSTALL CEMENT CONCRETE PAVEMENT PER CITY OF RENTON STD PLAN 1023 3 STA T E O F W A SHIN G T O N L I C E N S E D LANDSCA P E A R C HITECTNO . 2 1 0 32616 EX P. 0 7 /1 3/2025 T H O M A S R WAL K E R STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 LANDSCAPE HARDSCAPE PLAN S RENTON TRANSIT CENTER BT120-LHP205 BT120 280 0 T. WALKER T. WALKER L. FRENCH L. FRENCH 0 12/10/2024 TW LF LF ISSUED FOR BID 1"=20' RTA/CN 0205-24 jding 11/05/2025 CURRENT PLANNING DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332185 POINT NO. 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 ALIGNMENT GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY STATION 152+14.52 152+16.52 152+16.56 152+14.56 152+00.64 152+02.63 152+00.63 152+02.64 152+14.58 152+16.58 152+14.63 152+16.62 152+28.66 152+30.66 152+28.67 152+30.67 153+44.94 153+46.94 153+44.94 153+46.94 153+58.92 153+60.92 153+58.90 153+60.90 153+58.89 153+60.82 153+58.86 153+60.90 155+12.80 155+14.80 155+12.80 155+14.79 157+21.65 157+23.63 157+23.56 157+21.64 OFFSET 147.68' LT 146.94' LT 122.59' LT 122.60' LT 98.28' LT 98.28' LT 73.33' LT 73.33' LT 108.01' LT 108.01' LT 64.58' LT 64.58' LT 68.59' LT 68.59' LT 57.10' LT 57.10' LT 58.60' LT 58.60' LT 90.28' LT 90.28' LT 74.15' LT 74.15' LT 97.66' LT 97.66' LT 110.60' LT 110.60' LT 122.47' LT 123.29' LT 57.10' LT 57.10' LT 66.60' LT 66.60' LT 57.10' LT 57.10' LT 66.59' LT 66.60' LT TOP OF WALL ELEVATION 30.89 30.88 30.60 30.60 30.30 30.30 30.01 30.01 30.27 30.43 29.91 29.71 29.92 29.91 29.77 29.75 29.56 29.57 29.53 29.40 29.44 29.45 29.25 29.21 29.04 29.07 28.01 28.92 29.47 29.46 29.46 29.51 27.90 27.43 28.25 27.68 DESCRIPTION SEAT WALL SEAT WALL SEAT WALL SEAT WALL SEAT WALL SEAT WALL SEAT WALL SEAT WALL SEAT WALL SEAT WALL SEAT WALL SEAT WALL SEAT WALL SEAT WALL SEAT WALL SEAT WALL SEAT WALL SEAT WALL SEAT WALL SEAT WALL SEAT WALL SEAT WALL SEAT WALL SEAT WALL SEAT WALL SEAT WALL SEAT WALL SEAT WALL SEAT WALL SEAT WALL SEAT WALL SEAT WALL SEAT WALL SEAT WALL SEAT WALL SEAT WALL POINT NO. 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 ALIGNMENT GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY STATION 152+81.40 152+83.35 152+81.47 152+82.38 152+82.35 152+83.35 155+12.80 155+13.84 155+13.75 155+12.75 157+23.56 157+21.56 157+21.51 157+22.51 157+22.61 157+23.55 155+14.72 155+14.80 OFFSET 122.92' LT 122.19' LT 110.90' LT 110.90' LT 70.91' LT 70.90' LT 74.61' LT 76.60' LT 90.09' LT 90.08' LT 74.58' LT 74.60' LT 91.08' LT 91.08' LT 76.59' LT 76.59' LT 74.59' LT 76.53' LT TOP OF WALL ELEVATION 30.54 30.53 29.98 30.39 28.00 28.15 29.51 29.52 26.51 26.50 27.87 27.88 26.17 26.18 27.93 27.92 29.13 29.53 DESCRIPTION SEAT + DECORATIVE WALL SEAT + DECORATIVE WALL SEAT + DECORATIVE WALL SEAT + DECORATIVE WALL SEAT + DECORATIVE WALL SEAT + DECORATIVE WALL SEAT + DECORATIVE WALL SEAT + DECORATIVE WALL SEAT + DECORATIVE WALL SEAT + DECORATIVE WALL SEAT + DECORATIVE WALL SEAT + DECORATIVE WALL SEAT + DECORATIVE WALL SEAT + DECORATIVE WALL SEAT + DECORATIVE WALL SEAT + DECORATIVE WALL SEAT + DECORATIVE WALL SEAT + DECORATIVE WALL POINT NO. 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 ALIGNMENT GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY STATION 152+54.02 152+55.02 152+54.03 152+55.03 154+08.22 154+09.22 154+08.19 154+09.19 154+31.36 154+32.36 154+31.35 154+32.35 155+47.43 155+48.43 155+47.38 155+48.38 155+93.18 155+94.18 155+93.16 155+94.15 157+55.77 157+56.75 157+55.76 157+56.76 157+93.43 157+94.43 157+93.43 157+94.43 OFFSET 79.64' LT 79.64' LT 57.10' LT 57.10' LT 57.10' LT 57.10' LT 89.60' LT 89.60' LT 97.21' LT 97.21' LT 80.21' LT 80.21' LT 99.28' LT 99.27' LT 71.27' LT 71.27' LT 85.20' LT 85.19' LT 57.10' LT 57.10' LT 98.10' LT 98.08' LT 78.09' LT 78.09' LT 73.22' LT 73.22' LT 57.10' LT 57.10' LT TOP OF WALL ELEVATION 25.17 25.18 29.74 29.69 29.48 29.42 27.06 27.32 29.27 29.28 26.07 26.08 30.17 30.17 28.05 27.89 26.92 26.92 29.28 29.30 29.76 29.75 27.86 27.87 28.05 28.06 28.71 28.71 DESCRIPTION DECORATIVE WALL DECORATIVE WALL DECORATIVE WALL DECORATIVE WALL DECORATIVE WALL DECORATIVE WALL DECORATIVE WALL DECORATIVE WALL DECORATIVE WALL DECORATIVE WALL DECORATIVE WALL DECORATIVE WALL DECORATIVE WALL DECORATIVE WALL DECORATIVE WALL DECORATIVE WALL DECORATIVE WALL DECORATIVE WALL DECORATIVE WALL DECORATIVE WALL DECORATIVE WALL DECORATIVE WALL DECORATIVE WALL DECORATIVE WALL DECORATIVE WALL DECORATIVE WALL DECORATIVE WALL DECORATIVE WALL STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 LANDSCAPE HARDSCAPE PLAN WALL POINT TABLES BT120-LHS101 BT120 T. WALKER T. WALKER L. FRENCH L. FRENCH 0 12/10/2024 TW LF LF ISSUED FOR BID NTS No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 12 / 0 3 / 2 4 | 9: 4 7 A M | WA L K E R T 1 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ W A L K E R T 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - L H S 1 0 1 - 1 0 4 . D W G S1-BT120-LHS101-104 FACILITY ID: Xrefs: xS1-BT120-CZN001 xBRT-CUD05-TB22x34 S1-BT120-LHP201-205 xS1-BT120-LHD001 GB-SEAL-TRW21032616 SEAT WALL TABLE SEAT + DECORATIVE WALL TABLE DECORATIVE WALL TABLE ST A T E O F W A SHIN G T O N L I C E N S E D LANDSCA P E A R C HITECTN O . 2 1 0 32616 EX P . 0 7 /13/2025 T H O M A S R WAL K E R 0281 RTA/CN 0205-24 jding 11/05/2025 CURRENT PLANNING DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332186 POINT NO. 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 202 203 204 206 207 209 210 211 213 214 215 216 217 219 223 224 225 227 228 229 231 233 235 236 ALIGNMENT GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY STATION 152+12.13 152+09.35 152+08.51 152+05.56 152+09.71 152+35.85 152+34.06 152+30.85 152+36.42 152+33.64 152+25.92 152+20.05 152+23.73 152+20.82 152+20.72 152+23.86 152+32.71 152+35.88 152+45.37 152+48.83 152+48.76 152+50.77 152+55.10 152+57.87 152+64.41 152+60.24 152+56.84 152+46.50 152+49.67 152+49.19 152+52.53 152+61.15 152+67.80 152+76.87 152+68.71 152+72.96 152+80.35 152+81.75 152+78.18 152+84.38 152+92.27 152+94.73 153+00.36 OFFSET 139.62' LT 137.98' LT 131.08' LT 129.19' LT 126.24' LT 134.25' LT 135.77' LT 132.63' LT 105.39' LT 103.75' LT 100.33' LT 100.98' LT 97.86' LT 75.77' LT 71.19' LT 72.77' LT 70.21' LT 68.27' LT 87.08' LT 87.95' LT 84.02' LT 82.40' LT 82.74' LT 83.45' LT 82.87' LT 87.04' LT 85.75' LT 80.37' LT 75.25' LT 78.32' LT 78.77' LT 77.56' LT 77.61' LT 76.44' LT 75.23' LT 82.58' LT 83.51' LT 84.97' LT 85.86' LT 86.50' LT 90.58' LT 92.78' LT 92.51' LT DESCRIPTION BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE POINT NO. 237 238 239 241 242 243 244 246 247 249 250 251 252 254 255 256 257 258 259 260 262 263 264 265 267 268 270 271 272 273 274 275 276 277 278 279 282 283 284 285 286 287 288 ALIGNMENT GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY STATION 152+90.77 152+84.30 152+90.06 152+98.09 153+01.80 153+05.81 153+09.89 152+95.18 152+91.08 153+16.43 153+19.04 153+18.05 153+22.18 153+13.46 152+74.48 152+71.02 152+69.59 152+67.68 152+69.83 153+29.68 153+36.55 153+39.96 153+41.05 153+36.16 153+53.81 153+56.45 153+03.08 152+98.96 153+20.88 153+16.17 153+12.08 153+80.56 153+81.83 153+79.88 153+79.44 153+77.00 153+68.37 153+65.62 153+66.39 153+72.97 153+77.64 153+68.17 153+85.36 OFFSET 92.12' LT 80.34' LT 80.32' LT 79.49' LT 83.51' LT 82.21' LT 82.01' LT 77.25' LT 79.01' LT 80.35' LT 81.27' LT 78.09' LT 87.36' LT 87.91' LT 105.59' LT 104.27' LT 108.88' LT 116.08' LT 121.09' LT 97.14' LT 93.96' LT 74.48' LT 68.75' LT 68.12' LT 117.32' LT 111.38' LT 87.34' LT 87.97' LT 90.30' LT 93.15' LT 90.48' LT 131.86' LT 127.71' LT 125.17' LT 109.44' LT 103.81' LT 92.03' LT 88.03' LT 75.28' LT 69.34' LT 67.98' LT 71.88' LT 87.06' LT DESCRIPTION BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE POINT NO. 289 290 291 292 293 294 295 298 299 301 302 303 304 305 306 307 308 309 312 313 314 315 316 318 319 320 321 322 323 324 325 326 327 328 329 330 331 333 335 336 338 339 340 ALIGNMENT GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY STATION 153+88.01 153+90.81 153+97.75 154+02.70 154+06.37 154+01.83 153+90.27 153+95.80 153+98.67 154+02.98 154+00.19 154+11.20 154+15.18 154+18.34 154+22.43 154+14.51 154+18.19 154+20.39 154+27.55 154+31.05 154+29.00 154+24.78 154+24.60 154+33.33 154+29.48 154+36.75 154+42.77 154+46.45 154+39.32 154+39.77 154+45.17 154+48.08 154+53.78 154+37.97 154+42.32 154+47.31 154+52.73 154+59.90 154+65.17 154+71.94 154+62.48 154+56.93 154+56.39 OFFSET 85.13' LT 87.04' LT 88.88' LT 88.55' LT 87.25' LT 91.54' LT 80.68' LT 83.45' LT 82.17' LT 81.93' LT 80.29' LT 82.82' LT 82.70' LT 92.69' LT 93.09' LT 76.93' LT 73.81' LT 76.79' LT 79.98' LT 83.80' LT 84.59' LT 82.11' LT 76.04' LT 76.76' LT 74.57' LT 80.06' LT 83.13' LT 81.34' LT 82.02' LT 78.76' LT 87.03' LT 87.31' LT 80.56' LT 71.19' LT 74.03' LT 71.00' LT 83.25' LT 80.25' LT 80.61' LT 81.36' LT 83.06' LT 82.55' LT 91.32' LT DESCRIPTION BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE POINT NO. 341 344 345 346 349 350 352 353 354 355 356 357 358 359 360 361 362 363 365 367 369 373 374 375 376 377 378 379 380 381 383 385 387 388 389 390 391 392 394 395 396 397 398 ALIGNMENT GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY STATION 154+60.48 154+74.02 154+79.03 154+83.08 154+85.19 154+84.64 154+73.81 154+75.61 154+71.26 154+89.01 154+91.15 154+97.03 155+02.28 155+01.22 154+94.82 154+93.36 154+97.41 154+97.99 155+06.70 155+10.62 155+15.51 155+04.75 155+25.94 155+28.63 155+31.83 155+19.42 155+27.82 155+32.26 155+38.34 155+36.57 155+24.14 155+42.68 155+46.04 155+50.85 155+57.95 155+59.49 155+70.09 155+68.25 155+53.97 155+38.26 155+42.28 155+51.79 155+55.66 OFFSET 91.72' LT 75.78' LT 78.00' LT 77.48' LT 83.19' LT 87.32' LT 90.20' LT 94.50' LT 95.56' LT 81.84' LT 84.65' LT 86.69' LT 88.08' LT 84.00' LT 83.42' LT 76.03' LT 75.49' LT 91.45' LT 91.99' LT 94.67' LT 94.09' LT 95.77' LT 90.93' LT 87.95' LT 90.79' LT 88.26' LT 84.66' LT 81.01' LT 79.36' LT 75.83' LT 85.07' LT 83.10' LT 85.51' LT 80.41' LT 80.63' LT 82.76' LT 83.70' LT 86.41' LT 82.21' LT 68.85' LT 67.74' LT 74.12' LT 73.88' LT DESCRIPTION BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 LANDSCAPE HARDSCAPE BOULDER AND COBBLE POINT TABLES BT120-LHS102 BT120 282 0 T. WALKER T. WALKER L. FRENCH L. FRENCH 0 12/10/2024 TW LF LF ISSUED FOR BID NTS No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 01 / 2 3 / 2 5 | 12 : 3 3 P M | WA L K E R T 1 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ W A L K E R T 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - L H S 1 0 1 - 1 0 4 . D W G S1-BT120-LHS101-104 FACILITY ID: Xrefs: xS1-BT120-CZN001 xBRT-CUD05-TB22x34 S1-BT120-LHP201-205 xS1-BT120-LHD001 GB-SEAL-TRW21032616 BOULDER + COBBLE TABLES * ST A T E O F W A SHIN G T O N L I C E N S E D LANDSCA P E A R C HITECTN O . 2 1 0 32616 EX P . 0 7 /13/2025 T H O M A S R WAL K E R RTA/CN 0205-24 jding 11/05/2025 CURRENT PLANNING DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332187 POINT NO. 399 400 401 402 403 404 405 406 407 408 410 411 412 414 415 416 417 418 419 420 421 423 425 426 427 428 429 431 432 433 434 435 436 437 438 440 441 442 443 444 445 446 447 ALIGNMENT GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY STATION 155+57.69 155+58.04 155+63.33 155+66.53 155+68.31 155+69.59 155+72.47 155+77.77 155+81.26 155+82.83 155+88.34 155+92.66 155+86.39 155+86.62 155+91.49 155+97.21 156+00.28 155+96.06 155+90.77 155+94.43 155+96.33 156+02.93 155+96.83 156+06.47 156+09.76 156+14.89 156+07.49 156+12.75 156+16.65 156+11.88 156+91.56 156+99.33 156+93.60 156+99.65 157+00.65 157+08.80 157+05.30 155+20.91 155+20.69 155+23.99 157+05.44 157+09.53 157+17.18 OFFSET 75.76' LT 72.44' LT 83.62' LT 82.93' LT 78.99' LT 80.32' LT 78.57' LT 80.24' LT 83.06' LT 81.68' LT 82.25' LT 83.37' LT 80.18' LT 89.45' LT 88.18' LT 91.08' LT 91.69' LT 92.70' LT 89.86' LT 83.64' LT 87.09' LT 86.44' LT 82.28' LT 86.60' LT 87.18' LT 83.82' LT 84.65' LT 91.52' LT 91.66' LT 94.55' LT 88.71' LT 89.93' LT 84.34' LT 84.04' LT 85.81' LT 85.76' LT 81.94' LT 61.57' LT 56.19' LT 56.28' LT 76.06' LT 76.45' LT 79.53' LT DESCRIPTION BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE POINT NO. 448 449 450 452 454 455 456 457 458 459 460 461 462 463 464 465 466 467 470 471 472 473 474 477 479 480 482 484 485 486 487 488 489 490 492 493 494 495 496 497 498 499 500 ALIGNMENT GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY STATION 157+19.34 157+09.80 157+11.64 157+16.58 157+19.21 157+16.34 157+16.87 157+17.88 157+21.37 157+22.89 157+25.77 157+30.18 157+25.86 157+34.52 157+34.97 157+39.00 157+41.16 157+37.30 157+43.37 157+45.12 157+47.85 157+46.38 157+41.82 157+47.14 157+50.53 157+53.46 157+55.56 157+63.62 157+72.82 157+66.34 157+62.23 157+57.56 157+54.56 157+65.67 157+70.94 157+73.77 157+76.36 157+71.47 157+80.41 157+82.23 157+80.51 157+84.65 157+89.42 OFFSET 84.55' LT 90.62' LT 93.52' LT 96.62' LT 95.61' LT 93.23' LT 89.62' LT 88.50' LT 89.74' LT 89.76' LT 90.49' LT 88.14' LT 87.47' LT 91.82' LT 90.21' LT 88.49' LT 88.28' LT 82.81' LT 80.28' LT 76.32' LT 76.83' LT 73.84' LT 78.73' LT 85.05' LT 82.76' LT 80.76' LT 84.38' LT 77.97' LT 77.82' LT 79.58' LT 74.25' LT 74.64' LT 72.87' LT 72.48' LT 72.39' LT 73.65' LT 71.55' LT 70.05' LT 66.95' LT 74.54' LT 82.33' LT 85.04' LT 82.15' LT DESCRIPTION BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE POINT NO. 501 503 504 505 506 507 508 511 512 513 514 515 517 518 519 521 522 523 524 525 526 527 528 529 530 531 532 533 534 535 536 537 538 539 540 541 542 543 544 545 546 547 548 ALIGNMENT GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY STATION 157+83.28 157+91.40 157+88.97 157+97.87 158+03.76 158+06.87 158+13.40 158+03.53 158+06.94 158+10.04 158+16.72 158+20.19 158+09.21 158+20.64 158+24.15 152+58.89 152+49.57 152+47.58 158+25.52 152+58.05 152+64.31 152+78.18 152+88.50 152+87.54 154+02.31 154+03.93 154+15.05 154+15.25 155+85.64 155+90.08 155+90.38 155+98.79 156+00.13 157+89.50 157+88.53 157+97.77 152+77.97 152+87.29 152+89.50 154+28.21 154+36.11 154+37.07 155+09.60 OFFSET 78.17' LT 77.24' LT 76.51' LT 76.65' LT 74.06' LT 74.32' LT 73.39' LT 69.29' LT 67.91' LT 69.06' LT 69.33' LT 68.75' LT 66.31' LT 76.18' LT 73.48' LT 62.14' LT 69.66' LT 64.02' LT 77.51' LT 71.44' LT 69.97' LT 71.26' LT 75.25' LT 70.86' LT 66.33' LT 71.89' LT 60.73' LT 70.07' LT 61.14' LT 63.19' LT 73.50' LT 71.08' LT 64.72' LT 64.29' LT 58.35' LT 66.34' LT 96.18' LT 102.02' LT 106.48' LT 90.41' LT 88.97' LT 94.63' LT 82.02' LT DESCRIPTION BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE POINT NO. 549 550 551 552 553 554 555 556 ALIGNMENT GRADY GRADY GRADY GRADY GRADY GRADY GRADY GRADY STATION 155+16.95 157+52.64 157+60.07 157+63.99 155+44.21 155+51.57 157+13.16 157+17.76 OFFSET 85.79' LT 91.12' LT 93.11' LT 91.58' LT 91.76' LT 93.59' LT 60.75' LT 57.05' LT DESCRIPTION BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE BOULDER + COBBLE STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 LANDSCAPE HARDSCAPE BOULDER AND COBBLE POINT TABLES BT120-LHS103 BT120 283 0 T. WALKER T. WALKER L. FRENCH L. FRENCH 0 12/10/2024 TW LF LF ISSUED FOR BID NTS No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 01 / 2 3 / 2 5 | 12 : 3 3 P M | WA L K E R T 1 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ W A L K E R T 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - L H S 1 0 1 - 1 0 4 . D W G S1-BT120-LHS101-104 FACILITY ID: Xrefs: xS1-BT120-CZN001 xBRT-CUD05-TB22x34 S1-BT120-LHP201-205 xS1-BT120-LHD001 GB-SEAL-TRW21032616 BOULDER + COBBLE TABLES ST A T E O F W A SHIN G T O N L I C E N S E D LANDSCA P E A R C HITECTN O . 2 1 0 32616 EX P . 0 7 /13/2025 T H O M A S R WAL K E R RTA/CN 0205-24 jding 11/05/2025 CURRENT PLANNING DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332188 Curve Table Curve # C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 Length 7.973 6.670 9.352 7.739 7.252 4.017 4.695 5.970 4.200 8.510 4.360 5.552 4.314 5.450 4.182 5.756 4.548 5.535 2.877 4.296 Radius 6.671 14.610 17.348 8.496 6.360 6.075 7.039 8.390 10.315 7.526 4.215 9.367 4.152 9.105 6.690 5.499 4.939 7.959 3.450 4.571 Delta 068.4793 026.1558 030.8865 052.1908 065.3271 037.8902 038.2159 040.7694 023.3288 064.7829 059.2689 033.9577 059.5340 034.2955 035.8168 059.9834 052.7552 039.8479 047.7765 053.8576 Curve Table Curve # C61 C62 C63 C64 C65 C66 C67 C68 C69 C70 C71 C72 C73 C74 C75 C76 C77 C78 C79 C80 Length 1.378 0.167 1.076 1.094 1.322 2.278 0.885 1.105 0.454 1.563 1.260 0.729 0.565 0.572 2.240 0.666 0.589 1.234 2.576 1.366 Radius 4.442 0.054 2.488 1.807 1.641 1.491 300.917 0.872 0.202 0.830 0.876 0.496 0.327 0.632 0.421 0.463 0.599 0.596 1.359 1.873 Delta 017.7717 177.7637 024.7686 034.6887 046.1834 087.5640 000.1685 072.5725 128.6285 107.8775 082.4383 084.1618 098.9911 051.8914 304.6648 082.3793 056.4238 118.6177 108.5792 041.7861 Curve Table Curve # C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 C31 C32 C33 C34 C35 C36 C37 C38 C39 C40 Length 1.925 4.035 5.712 4.401 5.135 6.210 7.199 5.976 2.514 7.203 2.964 2.897 3.976 5.969 4.314 5.450 5.380 4.315 2.550 2.938 Radius 2.928 2.379 3.579 5.331 3.818 15.557 9.035 9.618 7.327 7.253 2.113 4.619 5.481 8.804 4.152 9.105 6.142 2.952 2.040 1.767 Delta 037.6755 097.1713 091.4502 047.3091 077.0509 022.8707 045.6559 035.5988 019.6634 056.8945 080.3610 035.9396 041.5628 038.8462 059.5340 034.2955 050.1839 083.7413 071.6313 095.2660 Curve Table Curve # C41 C42 C43 C44 C45 C46 C47 C48 C49 C50 C51 C52 C53 C54 C55 C56 C57 C58 C59 C60 Length 2.667 4.021 4.983 2.693 3.546 4.681 5.307 2.928 2.897 3.976 3.590 4.014 2.569 1.925 1.081 1.937 1.533 1.480 2.436 0.198 Radius 2.588 2.971 8.005 4.574 4.071 5.931 4.444 2.282 4.619 5.481 6.203 2.953 1.192 1.124 1.698 1.320 2.025 2.061 1.999 0.069 Delta 059.0434 077.5592 035.6692 033.7333 049.9087 045.2151 068.4203 073.5136 035.9396 041.5628 033.1588 077.8696 123.4849 098.0983 036.4788 084.0831 043.3936 041.1301 069.8180 165.0927 Curve Table Curve # C81 C82 C83 C84 C85 C86 C87 C88 C89 C90 C91 C92 C93 C94 C95 C96 C97 C98 Length 0.881 0.865 0.844 0.824 0.926 0.691 1.213 1.096 1.180 1.119 0.592 0.943 1.131 0.834 0.580 1.176 1.619 0.966 Radius 1.822 0.655 0.649 0.526 0.692 0.801 0.691 1.092 1.097 0.805 1.124 0.996 1.209 0.877 0.581 0.350 0.474 0.886 Delta 027.6958 075.6392 074.5567 089.7015 076.6154 049.4243 100.6284 057.4930 061.5909 079.6205 030.1592 054.2231 053.6098 054.4898 057.2560 192.3226 195.9071 062.4673 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 LANDSCAPE HARDSCAPE DETAILS CURVE TABLES BT120-LHS104 BT120 T. WALKER T. WALKER L. FRENCH L. FRENCH 0 12/10/2024 TW LF LF ISSUED FOR BID NTS No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 12 / 0 3 / 2 4 | 9: 4 8 A M | WA L K E R T 1 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ W A L K E R T 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - L H S 1 0 1 - 1 0 4 . D W G S1-BT120-LHS101-104 FACILITY ID: Xrefs: xS1-BT120-CZN001 xBRT-CUD05-TB22x34 S1-BT120-LHP201-205 xS1-BT120-LHD001 GB-SEAL-TRW21032616 WEATHERED STEEL + LITHOCRETE CURVE TABLES * ST A T E O F W A SHIN G T O N L I C E N S E D LANDSCA P E A R C HITECTN O . 2 1 0 32616 EX P . 0 7 /13/2025 T H O M A S R WAL K E R 0284 RTA/CN 0205-24 jding 11/05/2025 CURRENT PLANNING DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332189 A -CAST ALUMINUM SEAT AND BACK POWDER COAT FINISH CAST ALUMINUM ARM CYLINDRICAL ALUMINUM POST SURFACE MOUNT WITHOUT BASE PLATE ACCORDING TO MANUFACTURER CONCRETE PAVEMENT CONCRETE PAVEMENT 18"18" 6"18"6" 3'-0"NOTES: 1.THREE SEAT BENCH SHOWN; TWO AND FOUR-SEAT BENCH SIMILAR. MOUNTING TIE ROD PER MANUFACTURER EPOXY SET THREADED ROD PER MANUFACTURER ISOLATED BENCH SUPPORTS FROM CONCRETE WITH 1/8" THICK, BLACK HDPE OR BLACK NEOPRENE ISOLATION PADS; SHIM PER MFR RECOMMENDATION SECTION A - 45 DEGREES SKATE DETERRENT FOR CHAMFERED EDGE, 36" TYP. UNIFORM SPACING, EQUIDISTANT FROM WALL ENDS, 18" MIN. - 24" MAX., SEE ENLARGEMENT 3-4" 45 DEGREES SKATE DETERRENT MOUNTING HARDWARE STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 LANDSCAPE HARDSCAPE DETAILS BT120-LHD101 BT120 285 0 T. WALKER T. WALKER L. FRENCH L. FRENCH 0 12/10/2024 TW LF LF ISSUED FOR BID NTS No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 01 / 2 3 / 2 5 | 12 : 3 7 P M | WA L K E R T 1 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ W A L K E R T 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - L H D 1 0 1 - 1 0 9 . D W G S1-BT120-LHD101-109 FACILITY ID: Xrefs: xS1-BT120-LHP001 xS1-BT120-CMP001 xS1-BT120-CPP001 xBRT-CUD05-TB22x34 xS1-BT120-VRX001 xS1-BT120-GZK020 xS1-BT120-APP211 xS1-BT120-CDP001 xS1-BT120-VSF100 xS1-BT120-LHD001 xS1-BT120-CGP001 GB-SEAL-TRW21032616 BENCH - RS PUBLIC SEATING BY FORMS AND SURFACES SCALE: NOT TO SCALE 1 - STA T E O F W A SHIN G T O N L I C E N S E D LANDSCA P E A R C HITECTNO . 2 1 0 32616 EX P. 0 7 /1 3/2025 T H O M A S R WAL K E R SKATE DETERRENT SCALE: NOT TO SCALE 2 - RTA/CN 0205-24 jding 11/05/2025 CURRENT PLANNING DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332190 40'-0"40'-0" 48'-0"48'-0"40'-0"24'-0" 24'-0" 22 ' - 0 " 8'-0" 23 ' - 6 " 9'3'-6" A BT120-A1D906 H D 2/ 3 H , M A X . BOULDER FINISH GRADE COMPACTED SUBGRADE 4" DEPTH 58" MINUS CRUSHED SURFACING BASE COURSE - COMPACT TO 95% MAX DRY DENSITY NOTES: 1.D= 13 H, MIN. 2.LANDSCAPE BOULDERS TO BE 1- TO 4-MAN STREAMBED BOULDERS PER WSDOT SPEC 9-03.11(3) BOULDER PLACEMENT BOULDER FINISH GRADE COMPACTED SUBGRADE 2"-6" RIVER COBBLE 12 " COBBLE PLACEMENT 3" M I N . APPLIES TO ALL EDGES NOT ABUTTING BOULDERS 4" 5 8" MINUS CRUSHED BASE COURSE STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 LANDSCAPE HARDSCAPE DETAILS BT120-LHD102 BT120 T. WALKER T. WALKER L. FRENCH L. FRENCH 0 12/10/2024 TW LF LF ISSUED FOR BID AS NOTED 10 20 SCALE IN FEET 0510 (1" = 20') No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 12 / 0 3 / 2 4 | 9: 5 0 A M | WA L K E R T 1 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ W A L K E R T 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - L H D 1 0 1 - 1 0 9 . D W G S1-BT120-LHD101-109 FACILITY ID: Xrefs: xS1-BT120-LHP001 xS1-BT120-CMP001 xS1-BT120-CPP001 xBRT-CUD05-TB22x34 xS1-BT120-VRX001 xS1-BT120-GZK020 xS1-BT120-APP211 xS1-BT120-CDP001 xS1-BT120-VSF100 xS1-BT120-LHD001 xS1-BT120-CGP001 GB-SEAL-TRW21032616 N PAVING LAYOUT ENLARGMENT 1 SCALE: 1" = 10' 3 - MATCHLINE: SEE BT120-LHD103 MA T C H L I N E : SE E D W G B T 1 2 0 - L H D 1 0 3 LEGEND CONTROL JOINT EXPANSION JOINT BOULDER INSTALLATION SCALE: NOT TO SCALE 1 - COBBLE INSTALLATION SCALE: NOT TO SCALE 2 - STA T E O F W A SHIN G T O N L I C E N S E D LANDSCA P E A R C HITECTNO . 2 1 0 32616 EX P. 0 7 /1 3/2025 T H O M A S R WAL K E R 0286 RTA/CN 0205-24 jding 11/05/2025 CURRENT PLANNING DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332191 2 8 28 29 2 8 X X 24'-0" 40 ' - 0 " 40 ' - 0 " 40 ' - 0 " 22 ' - 0 " 27 ' - 6 " 3' - 6 " 3' - 6 " 8'-0" 8' - 0 " 1 BT120-LHD101 1 BT120-LHD101 A BT120-A1D906 25 25 8'-0" 22 ' - 0 " 8'-0" 24'-0" 22 ' - 0 " 45 ' - 0 " 18 ' - 0 " 8'-0" 9' - 0 " 45 ' - 0 " 17 ' - 0 " STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 LANDSCAPE HARDSCAPE DETAILS BT120-LHD103 BT120 T. WALKER T. WALKER L. FRENCH L. FRENCH 0 12/10/2024 TW LF LF ISSUED FOR BID 1"=10' No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 12 / 0 3 / 2 4 | 9: 5 1 A M | WA L K E R T 1 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ W A L K E R T 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - L H D 1 0 1 - 1 0 9 . D W G S1-BT120-LHD101-109 FACILITY ID: Xrefs: xS1-BT120-LHP001 xS1-BT120-CMP001 xS1-BT120-CPP001 xBRT-CUD05-TB22x34 xS1-BT120-VRX001 xS1-BT120-GZK020 xS1-BT120-APP211 xS1-BT120-CDP001 xS1-BT120-VSF100 xS1-BT120-LHD001 xS1-BT120-CGP001 GB-SEAL-TRW21032616 N PAVING LAYOUT ENLARGMENT 3 SCALE: 1" = 10' 2 - PAVING LAYOUT ENLARGMENT 2 SCALE: 1" = 10' 1 - 10 20 SCALE IN FEET 0510 (1" = 20') MA T C H L I N E : SE E D W G B T 1 2 0 - L H D 1 0 2 MATCHLINE: SEE DWG BT120-LHD102 LEGEND EXPANSION JOINT CONTROL JOINT STA T E O F W A SHIN G T O N L I C E N S E D LANDSCA P E A R C HITECTNO . 2 1 0 32616 EX P. 0 7 /1 3/2025 T H O M A S R WAL K E R 0287 RTA/CN 0205-24 jding 11/05/2025 CURRENT PLANNING DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332192 28 29 27 28 28 27 26 25 24 1'-0" 2'-0" 1'-0" 2'-0" 12'-0" 24 ' - 0 " 40 ' - 0 " 22 ' - 4 " 25 ' - 0 " 18 ' - 8 " 4'-0" 4' - 0 " 12'-0"2'-0" 25 ' - 0 " 38 ' - 6 " 11 ' - 3 " 8'-0" 15 ' - 0 " 4' - 0 " 2'-0" 43 ' - 5 " 10 ' - 0 " 12'-0" 11 ' - 6 " 2'-0" 12'-0" 20 ' - 0 " 31 ' - 8 " 4' - 0 " 4'-0" 4' - 0 " 12'-0"2'-0" 12 ' - 0 " 37 ' - 0 " 3' - 0 " 2'-0" 23 ' - 6 " 16'-0"19 ' - 6 " 2'-0" A BT120-SGD161 1 BT120-LHD102 A BT120-SGD161 A BT120-SGD161 A BT120-SGD161 1 BT 1 2 0 - L H D 1 0 7 1 BT 1 2 0 - L H D 1 0 6 3 BT 1 2 0 - L H D 1 0 6 2 BT 1 2 0 - L H D 1 0 6 4 BT 1 2 0 - L H D 1 0 6 5 BT 1 2 0 - L H D 1 0 6 2 BT 1 2 0 - L H D 1 0 7 6 BT 1 2 0 - L H D 1 0 6 8 BT 1 2 0 - L H D 1 0 6 7 BT 1 2 0 - L H D 1 0 6 182 183 184 185 186 187 188 189 190 193 194 192 191 259 258 257 256 255 202 200 195 196 197 198 199 216 213 215 214 203 204 206 211 207 210 208 209 229 225 219 224 223 231 228 227 238 239 237 233 235 236 271 274 270 273 262 260 272 252254 247 246 241 241 243 244 249 251 250 268 267 282 283 284 287 285 286 279 278 277 276 275 265 264 263 523 522 521 527 528 529 525 526 544 543 542 2 BT120-LHD101 2 BT120-LHD101 278 3 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 LANDSCAPE HARDSCAPE DETAILS BT120-LHD104 BT120 288 0 T. WALKER T. WALKER L. FRENCH L. FRENCH 0 12/10/2024 TW LF LF ISSUED FOR BID 1"=10' No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 01 / 2 3 / 2 5 | 12 : 3 9 P M | WA L K E R T 1 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ W A L K E R T 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - L H D 1 0 1 - 1 0 9 . D W G S1-BT120-LHD101-109 FACILITY ID: Xrefs: xS1-BT120-LHP001 xS1-BT120-CMP001 xS1-BT120-CPP001 xBRT-CUD05-TB22x34 xS1-BT120-VRX001 xS1-BT120-GZK020 xS1-BT120-APP211 xS1-BT120-CDP001 xS1-BT120-VSF100 xS1-BT120-LHD001 xS1-BT120-CGP001 GB-SEAL-TRW21032616 PAVING LAYOUT ENLARGMENT 4 SCALE: 1" = 10' 1 - 10 20 SCALE IN FEET 0510 (1" = 20') N LEGEND MA T C H L I N E : SE E D W G B T 1 2 0 - L H D 1 0 5 EXPANSION JOINT CONTROL JOINT BOULDER SCHEDULE: 2-MAN BOULDER 3-MAN BOULDER 4-MAN BOULDER 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. STA T E O F W A SHIN G T O N L I C E N S E D LANDSCA P E A R C HITECTNO . 2 1 0 32616 EX P. 0 7 /1 3/2025 T H O M A S R WAL K E R BOULDER POINT RIVER COBBLE RTA/CN 0205-24 jding 11/05/2025 CURRENT PLANNING DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332193 2 7 2 6 27 28 28 37 ' - 0 " 32 ' - 6 " 17 ' - 0 " 20 ' - 0 " 13 ' - 6 " 2' - 0 " 10 ' - 0 " 10'-0" 12'-0" 28 ' - 0 " 28 ' - 0 " A BT120-SGD161 A BT120-SGD161 A BT120-SGD161 A BT120-SGD161 10 BT 1 2 0 - L H D 1 0 6 9 BT 1 2 0 - L H D 1 0 6 3 BT 1 2 0 - L H D 1 0 7 1 BT 1 2 0 - L H D 1 0 8 3 BT 1 2 0 - L H D 1 0 8 1 BT 1 2 0 - L H D 1 0 9 2 BT 1 2 0 - L H D 1 0 8 A BT120-SGD161 9' - 6 " 1 BT120-LHD102 288 289 290 291 294 293 292 305 306 304 303 315 314 313 307 308 309 532 295 298 299 299 301 531 530 533 316 319 328 329 330 318 320 324 323 321 322 326 325 331 327 339 333 338 340 341 335 336 354 353 352 350 349 338 346 345 344 355 362 361 356 360 359 357 363 358 373 365 367 369 549 374 375 376 383 378 545 547 546 377 553 379 387 385 381 380 395 396 442 444 443 554 394 390 401 402 392 391 388 400 399 398 397 405 411 410 407 406 404 403 536 534 535 408 412 414 415 419 418 416 417 432 431 433 425 420 423 421 427 426 428 429 537 538 2 BT120-LHD101 27 28 28 2 6 2627 26 9' - 6 " 2'-0" 10 ' - 0 " 20 ' - 0 " 20 ' - 0 " 8' - 0 " 2' - 0 " 15 ' - 0 " 1'-0" 1'-0" 16 ' - 1 " 1'-0" A BT120-SGD161 A BT120-SGD161 A BT120-SGD161 12 BT 1 2 0 - L H D 1 0 6 2 BT 1 2 0 - L H D 1 0 9 11 BT 1 2 0 - L H D 1 0 6 3 BT 1 2 0 - L H D 1 0 9 4 BT 1 2 0 - L H D 1 0 9 434 435 436 437 438 441 445 446 440 449 455 450 456 454 448 459 457 458 452 447 555 555 462 461 460 463 464 465 466 550 551 552 467 474 470 471 473 472 480 489 482 479 477 488 487 490 492 495 493 484 486 485 494 498 499 500 501 497 496 539 540 504 503 505 506 507 508 508 519 524 541 511 512 517 513 514 515 2 BT120-LHD101 278 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 LANDSCAPE HARDSCAPE DETAILS BT120-LHD105 BT120 289 0 T. WALKER T. WALKER L. FRENCH L. FRENCH 0 12/10/2024 TW LF LF ISSUED FOR BID 1"=10' No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 01 / 2 3 / 2 5 | 12 : 4 1 P M | WA L K E R T 1 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ W A L K E R T 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - L H D 1 0 1 - 1 0 9 . D W G S1-BT120-LHD101-109 FACILITY ID: Xrefs: xS1-BT120-LHP001 xS1-BT120-CMP001 xS1-BT120-CPP001 xBRT-CUD05-TB22x34 xS1-BT120-VRX001 xS1-BT120-GZK020 xS1-BT120-APP211 xS1-BT120-CDP001 xS1-BT120-VSF100 xS1-BT120-LHD001 xS1-BT120-CGP001 GB-SEAL-TRW21032616 N 10 20 SCALE IN FEET 0510 (1" = 20') PAVING LAYOUT ENLARGMENT 5 SCALE: 1" = 10' 1 - PAVING LAYOUT ENLARGMENT 6 SCALE: 1" = 10' 2 - LEGEND EXPANSION JOINT CONTROL JOINT BOULDER SCHEDULE: 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. MA T C H L I N E : SE E D W G B T 1 2 0 - L H D 1 0 4 MA T C H L I N E : SE E D W G B T 1 2 0 - L H D 1 0 5 MA T C H L I N E : SE E D W G B T 1 2 0 - L H D 1 0 5 2-MAN BOULDER 3-MAN BOULDER 4-MAN BOULDER STA T E O F W A SHIN G T O N L I C E N S E D LANDSCA P E A R C HITECTNO . 2 1 0 32616 EX P. 0 7 /1 3/2025 T H O M A S R WAL K E R BOULDER POINT RIVER COBBLE RTA/CN 0205-24 jding 11/05/2025 CURRENT PLANNING DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332194 24'-4" 1' - 6 " 43'-5" 1' - 6 " 25'-0" 1' - 6 " 11'-6" 1' - 6 " 12'-0" 1' - 6 " 12'-8" 1' - 6 " 5" 5" 31'-8" 1' - 6 " 2'-0" 1' - 6 " 9'-6" 1' - 6 " 23'-6" 1' - 6 " 9'-6" 1' - 6 " C38 1' - 6 " 2'-0" C53 C54 C55 C56 C57 C58 C59 C60 C61 C62 C63 C64 C65 C66 C67 C68 C69 C70 C71 C72 C73 C74 C75 C76 C77 C78 C79 C8 0 C81 C82 C83 C84 C85 C86 C87 C88 C89 C 9 0 C91 C92 C93 C94C 9 5 C96 C97 C98 20'-5" 2" 2" 2"1' - 6 " STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 LANDSCAPE HARDSCAPE DETAILS BT120-LHD106 BT120 T. WALKER T. WALKER L. FRENCH L. FRENCH 0 12/10/2024 TW LF LF ISSUED FOR BID 1"=2' No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 12 / 0 4 / 2 4 | 10 : 3 7 A M | WA L K E R T 1 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ W A L K E R T 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - L H D 1 0 1 - 1 0 9 . D W G S1-BT120-LHD101-109 FACILITY ID: Xrefs: xS1-BT120-LHP001 xS1-BT120-CMP001 xS1-BT120-CPP001 xBRT-CUD05-TB22x34 xS1-BT120-VRX001 xS1-BT120-GZK020 xS1-BT120-APP211 xS1-BT120-CDP001 xS1-BT120-VSF100 xS1-BT120-LHD001 xS1-BT120-CGP001 GB-SEAL-TRW21032616 SEAT WALL ELEVATION SCALE: 1"=2' 1 - SEAT WALL ELEVATION SCALE: 1"=2' 2 - SEAT WALL ELEVATION SCALE: 1"=2' 3 - SEAT WALL ELEVATION SCALE: 1"=2' 4 - SEAT WALL ELEVATION SCALE: 1"=2' 5 - SEAT WALL ELEVATION SCALE: 1"=2' 6 - SEAT WALL ELEVATION SCALE: 1"=2' 9 - SEAT WALL ELEVATION SCALE: 1"=2' 10 - SEAT WALL ELEVATION SCALE: 1"=2' 7 - SEAT WALL ELEVATION SCALE: 1"=2' 8 - SEAT WALL ELEVATION SCALE: 1"=2' 11 - SEAT WALL ELEVATION SCALE: 1"=2' 12 - SEAT WALL LITHOCRETE AGGREGATE PATTERN CURVE TABLE LABELS SCALE: 1"=2' 13 - LEGEND LITHOCRETE SEDIMENTARY WALL SURFACE TREATMENT, AGGREGATE MIX AS NOTED GENERAL NOTES: 1.SEE SHEET LHS104 FOR CURVE TABLES 2.SEE STRUCTURAL FOR WALL DETAILS 3.LITHOCRETE PATTERN 2" FROM ALL WALL EDGES UNLESS OTHERWISE NOTED STA T E O F W A SHING T O N L I C E N S E D LANDSCA P E A R C HITECTN O . 2 10 32616 EX P. 0 7 /1 3/2025 T H O M A S R WAL K E R AGGREGATE MIX FOR LITHOCRETE SEDIMENTARY WALL SURFACE TREATMENT: 25% COVERALL STONE BEACH GLASS PEBBLES, 1/2"-1", COLOR: BLUE 15% COVERALL STONE BEACH GLASS PEBBLES, 1/2"-1", COLOR: AQUA 20% EXPRESSIONS, LTD. DECORATIVE CRUSHED AGGREGATE, #2 SIZE, 1/4"-3/8" PIECES, MIDNIGHT BLUE GLASS 10% 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 10% EXPRESSIONS, LTD. DECORATIVE CRUSHED AGGREGATE, #2 SIZE, 1/4"-3/8" PIECES, MIRROR GLASS (MADE 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, PROVIDE THE NAMED PRODUCT OR AN APPROVED EQUAL. CLASS 1 SURFACE FINISH (OUTSIDE OF LITHOCRETE AGGREGATE) 0290 RTA/CN 0205-24 jding 11/05/2025 CURRENT PLANNING DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332195 C1 C2 C3 14'-0"6'-0"2'-4" 1' - 6 " 1'- 6 " C4 C5 C6 C7 C8 C9 C10 11'-3"17'-9"7'-10"5'-2"9'-3" 1' - 6 " 1'- 6 " 1 ' - 3 " 1 ' - 6 " 3'-0" C11 C12 C13 C14 C15 C16 C17 10'-6"4'-7"5'-5"12'-0" 1' - 2 " 1 ' - 3 " 1' - 6 " 1'- 6 " 3'-0" C23 1' - 3 " 3'-11" 4' - 6 " STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 LANDSCAPE HARDSCAPE DETAILS BT120-LHD107 BT120 291 0 T. WALKER T. WALKER L. FRENCH L. FRENCH 0 12/10/2024 TW LF LF ISSUED FOR BID 1"=2' No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 01 / 2 3 / 2 5 | 12 : 4 5 P M | WA L K E R T 1 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ W A L K E R T 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - L H D 1 0 1 - 1 0 9 . D W G S1-BT120-LHD101-109 FACILITY ID: Xrefs: xS1-BT120-LHP001 xS1-BT120-CMP001 xS1-BT120-CPP001 xBRT-CUD05-TB22x34 xS1-BT120-VRX001 xS1-BT120-GZK020 xS1-BT120-APP211 xS1-BT120-CDP001 xS1-BT120-VSF100 xS1-BT120-LHD001 xS1-BT120-CGP001 GB-SEAL-TRW21032616 DECORATIVE WALL ELEVATION SCALE: 1"=2' 1 - DECORATIVE WALL ELEVATION SCALE: 1"=2' 2 - DECORATIVE WALL ELEVATION SCALE: 1"=2' 3 - LEGEND WEATHERING STEEL DECORATIVE PANEL. SEE PERFORATION TEMPLATE AND SPECIFICATIONS GENERAL NOTES: 1.SEE SHEET LHS104 FOR CURVE TABLES. 2.SEE STRUCTURAL FOR WALL DETAILS. 3.WEATHERING STEEL PERFORATION PATTERN SHOWN ON ELEVATIONS IS CONCEPTUAL. 4.SEE WEATHERING STEEL PERFORATION PATTERN TEMPLATE AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. STA T E O F W A SHIN G T O N L I C E N S E D LANDSCA P E A R C HITECTNO . 2 1 0 32616 EX P. 0 7 /1 3/2025 T H O M A S R WAL K E R WEATHERING STEEL PERFORATION PATTERN TEMPLATE CONCRETE WALL, SEE SPECIFICATIONS RTA/CN 0205-24 jding 11/05/2025 CURRENT PLANNING DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332196 C18 C19 C20 C21 C22 3-7"10'-8"2'-8" 1' - 3 " 1 ' - 6 " 1 ' - 3 " C23 C2 4 C25 2'-0"9'-6"9" 1' - 3 " 1'- 6 " C26 C27 C28 C29 C30 4'-7"8'-5"10'-8"4'-3" 1' - 6 " 1 ' - 3 " 1' - 6 " 3'-0" C23 1' - 3 " 3'-11" 4' - 6 " STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 LANDSCAPE HARDSCAPE DETAILS BT120-LHD108 BT120 292 0 T. WALKER T. WALKER L. FRENCH L. FRENCH 0 12/10/2024 TW LF LF ISSUED FOR BID 1"=2' No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 01 / 2 3 / 2 5 | 12 : 4 6 P M | WA L K E R T 1 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ W A L K E R T 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - L H D 1 0 1 - 1 0 9 . D W G S1-BT120-LHD101-109 FACILITY ID: Xrefs: xS1-BT120-LHP001 xS1-BT120-CMP001 xS1-BT120-CPP001 xBRT-CUD05-TB22x34 xS1-BT120-VRX001 xS1-BT120-GZK020 xS1-BT120-APP211 xS1-BT120-CDP001 xS1-BT120-VSF100 xS1-BT120-LHD001 xS1-BT120-CGP001 GB-SEAL-TRW21032616 DECORATIVE WALL ELEVATION SCALE: 1"=2' 2 - DECORATIVE WALL ELEVATION SCALE: 1"=2' 3 - DECORATIVE WALL ELEVATION SCALE: 1"=2' 1 - STA T E O F W A SHIN G T O N L I C E N S E D LANDSCA P E A R C HITECTNO . 2 1 0 32616 EX P. 0 7 /1 3/2025 T H O M A S R WAL K E R LEGEND WEATHERING STEEL DECORATIVE PANEL. SEE PERFORATION TEMPLATE AND SPECIFICATIONS GENERAL NOTES: 1.SEE SHEET LHS104 FOR CURVE TABLES. 2.SEE STRUCTURAL FOR WALL DETAILS. 3.WEATHERING STEEL PERFORATION PATTERN SHOWN ON ELEVATIONS IS CONCEPTUAL. 4.SEE WEATHERING STEEL PERFORATION PATTERN TEMPLATE AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. WEATHERING STEEL PERFORATION PATTERN TEMPLATE CONCRETE WALL, SEE SPECIFICATIONS RTA/CN 0205-24 jding 11/05/2025 CURRENT PLANNING DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332197 C31 C32 C33 C34 C35 C3 6 C37 1' - 6 " 17'-6"9'-3"2'-4" 1' - 2 " 1' - 6 " 1' - 6 " 1'- 6 " C38 C39 C40 C4 1 C42 7'-6"5'-10"9" 1' - 3 " 1' - 6 " 1'- 6 " C43 C44 C45 C46 C47 3'-3"5'-2"11'-6" 1' - 6 " 1' - 3 " 1' - 6 " C48 C49 C50 C51 C52 13'-4"2'-8" 1'- 0 " 1' - 6 " 1' - 1 " C23 1' - 3 " 3'-11" 4' - 6 " STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 LANDSCAPE HARDSCAPE DETAILS BT120-LHD109 BT120 293 0 T. WALKER T. WALKER L. FRENCH L. FRENCH 0 12/10/2024 TW LF LF ISSUED FOR BID 1"=2' No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 01 / 2 3 / 2 5 | 12 : 4 7 P M | WA L K E R T 1 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ W A L K E R T 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - L H D 1 0 1 - 1 0 9 . D W G S1-BT120-LHD101-109 FACILITY ID: Xrefs: xS1-BT120-LHP001 xS1-BT120-CMP001 xS1-BT120-CPP001 xBRT-CUD05-TB22x34 xS1-BT120-VRX001 xS1-BT120-GZK020 xS1-BT120-APP211 xS1-BT120-CDP001 xS1-BT120-VSF100 xS1-BT120-LHD001 xS1-BT120-CGP001 GB-SEAL-TRW21032616 DECORATIVE WALL ELEVATION SCALE: 1"=2' 2 - DECORATIVE WALL ELEVATION SCALE: 1"=2' 3 - DECORATIVE WALL ELEVATION SCALE: 1"=2' 1 - DECORATIVE WALL ELEVATION SCALE: 1"=2' 4 - STA T E O F W A SHIN G T O N L I C E N S E D LANDSCA P E A R C HITECTNO . 2 1 0 32616 EX P. 0 7 /1 3/2025 T H O M A S R WAL K E R LEGEND WEATHERING STEEL DECORATIVE PANEL. SEE PERFORATION TEMPLATE AND SPECIFICATIONS GENERAL NOTES: 1.SEE SHEET LHS104 FOR CURVE TABLES. 2.SEE STRUCTURAL FOR WALL DETAILS. 3.WEATHERING STEEL PERFORATION PATTERN SHOWN ON ELEVATIONS IS CONCEPTUAL. 4.SEE WEATHERING STEEL PERFORATION PATTERN TEMPLATE AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. WEATHERING STEEL PERFORATION PATTERN TEMPLATE CONCRETE WALL, SEE SPECIFICATIONS RTA/CN 0205-24 jding 11/05/2025 CURRENT PLANNING DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332198 CONC DEBRIS BUS SHELTER TRASHBIN TRASHBIN BUS SHELTER TRASHBIN TT T TMH GV GV GV GV GV GV GV MW TMH TMH GV GV AR T W O R K CO GV GV GV FO FO FO CO FO GV GV GM 2VLTS HH TTMH GM BLDGEQUIP GAZEBO CONC 4 BLRD 3 BLRD 3 BLRD 2 BLRD 2 BLRD 3 BLRD STORAGESHED SHELTERCANOPY BLDG BLDG BLDG BLDG METAL POLE METAL POLE METAL POLE / / / / / / ///// / / / / / / // / // SL SL E E E E E E E FO FO FO FO FO FO FO FO FO SSSS SS SS SS SS SS SS SS SS W W W W W W W W W WW W W W W W WWWWW W W W W WW W W W W W W W WWW W W W W SDSD SDSDSDSDSDSDSD SD SD SD S D S D SD SD S D SD SD SD SD SD SD SD SD SD SD SD SDSDSDSDSDSDSDSDSDSD SD SD SD SD SD SD SD SD SD W W W WW SS SS SS SS SS SS SS S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSS SSSSSSSSSSSSSSSSSSSS SS E E E E E E CENTURYLINK CENTU R Y L I N K F O CENTU R Y L I N K F O CENTUR Y L I N K F O CENTUR Y L I N K F O CENTURYLIN K F O CENTURYLIN K F O CE N T U R Y L I N K F O FOVLT HH GV MWEL=25.08 MWGWMW-3EL=26.16 MWGWMW-1EL=26.60 2' DP 3'2"DP2'6" DP 4'1 1 " D P 3'1 1 " D P 2'8 " D P 3'1 0 " D P 3'3 " D P 5'6 " D P 7'11" DP 6'7" DP 4'5" DP 6'9" DP 6' DP 7'6" DP 5'6" D P 2'5" D P CO 2 BLRD 4'11" DP BROADBANDVAULT 2'3" DP 4'11" DP 6'11" 3'6" 4'8 " 8'1 1 " 2' 4'5" BIKESTORAGE 1.5' RET WALLPLANTER 1.5' RET WALLPLANTER MWEL=26.43MWEL=27.18 MWEL=27.18 MWEL=27.04 MWEL=27.17 MWEL=26.07 MWEL=27.58 MWEL=26.71 MWEL=26.87 MWEL=27.59 MWEL=27.00 MWEL=26.12 MWEL=26.25 MW RTN001-13EL=26.03 MWEL=26.11 MW RTN002-05EL=26.32 MW RTN002-06EL=26.35 CO HH 20+00 21+00 22+0 0 22+61 30+00 31+00 31+5 0 1 2 3 4 5 6 7 8 910 11 12 13 1415 16 1718 19 20 21 22 2324 25 26 R5 1 . 9 0 R4 8 . 5 4 R5 0 . 0 0 R2 0 . 0 0 R1 5 . 0 0 R1 9 . 8 9 R3 0 . 0 0 R3 5 . 0 0 R40 . 0 0 R4 0 . 0 0 R4 5 . 0 0 R3 5 . 0 0 R50 . 0 0 R3 5 . 0 0 R5 0 . 0 0 27 28 BUS BAY 7 BUS BAY 6 BUS BAY 5 BUS B A Y 2 BUS B A Y 8 BUS BAY 3 BUS BAY 4 BU S B A Y 1 ^ ^ ^ ^ ^ ^ ^ ^^^^^^^^^^^ F ND NDND ND NDND ND NDND NDND ND ND RGRGRGRG RG RG RG RG RGRG CGCGRG CG CSCS CS VDVDVDVDVDVD CS SFSFSFSF SFSFSF SF VD VDVD VDVD CGCG CG CGCG CGCGSF SF SF CGCGCG SFSFSFSF CGCGCG CG CG CGCG VD VDVD SFSFSFSF SFSF VDVD VD VD VD VDVD VD VD VDVDVD VDVD VD VD VDVD VD MR MRMR MRMRMRMR MR VM CS CS CS SFSFMRMR SF MR SF SF SF SFSF SFSF SF CG MR MR RGRG RG VM VM VM VM VM VM VM VMVM VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM VMVM VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM SFSFSFSFSFSFSF SF RG RG RG RG RG RG RGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRG RGRG RGRGRGRGRGRG RG RGRGRGRG RGRG RG RGRGRGRGRGRGRGRG RGRGRGRGRG RG RG RGRGRGRGRGRG RG CS CS CS CS CS CS CS CS CS CS CSCSCSCSCSCSCSCSCSCS CSCSCSCSCSCSCSCSCSCSCSCS CSCS CSCSCSCSCSCSCSCSCSCS CS CSCSCS CS CSCS CSCS CS CGCGCGCG CG CGCG CGCG CGCGCGCGCGCGCGCG CGCGCGCGCGCGCGCGCGCGCGCG CGCG CGCGCGCG CSCS CS CS CS CSCS CSCSCSCSCS CSCSCSCSCSCSCS CS CSCSCSRGRG PAPAPAPAPAPAPAPAPAPAPAPAPAPA PAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPA PA PAPAPAPAPAPAPA PAPAPAPARG PAPAPAPAPAPAPAPAPAPAPA CS CS CSCS CGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCG CGCGCGCGCG CGCGCGCG CGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCG CGCGCGCGCGCGCGCGCGCGCGCGCGCGCG CG CGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCG CGCGCGCGCG CGCGCGCGCGCGCG CGCG CGCGCGCGCGCGCGCGCGCGCGCGCGCG CGCG CGCGCGCG CG KG KGKG KGKGKG KG KGKG SF SFSFSF SFSFSFSFSFSF SF SFSFSFSFSFSFSF VDVDVDVDVDVDVDVDVDVDVDVDVDVD VDVD VD VDVDVDVD VD VD VDVDVDVDVD SFSFSF SFSFSF SFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSF SFSFSFSF KGKG KG KG KG KG KG KGKGKGKGKGKGKGKGKGKGKGKGKGKG KG KG KGKG KG KG KGKGKGKGKGKGKGKGKG KG CSCSCSCS CSCSCSCS CS CS CS CS CS CSCSCSCSCSCSCSCS CS CSCS CS CS CS CSCSCSCSCS CSCSCS CSCSCS CSCS CS CS CS CS CS CSCSCSCSCSCSCSCSCSCSCSCS CS CSCSCSCSCSCSCSCS CSCSCS CSCS CSCSCS RG RG RG RG RG RG MR MRMR MR MRMRMRMRMRMRMR MRMRMRMRMRMRMRMRMRMRMRMR ND ND ND ND ND NDNDNDNDNDNDNDNDNDNDNDNDNDNDND NDND ND ND NDNDNDNDNDND NDNDNDNDNDNDND NDNDNDNDND NDNDNDNDNDND NDNDNDNDNDND ND NDND ND NDNDNDNDNDNDND VD VDVD VD VDVD VDVDVD VD VDVDVDVD RGRGRGRGRG RG RGRG RGRG RGRGRGRGRG RG RGRG RGRG RGRG RGRGRG CS CSCSCSCSCSCSCSCSCSCS CS CSCSCSCS CS CSCS CS CSCS CSCSCSCS CSCSCS CS CSCSCS CSCSCSCSCSCSCSCS CSCSCSCSCSCSCSCSCSCSCSCSCSCS CSCS CS CS CS CSCSCS CS CS CSCS CS CSCS CGCGCGCGCG CG CGCGCGCGCGCGCG CG CS CS VD VD VD VD VDVD VD VD VDVD VD VD VDVD VD VDVD VDVDVDVDVDVD VDVDVDVDVD KGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKG SFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSF SFSFSFSFSF SFSFSFSFSFSFSFSFSFSF VM VM VM VM VM VM VDVDVDCG VDVDVDVDVD VD VD VDVD VD CGCGCGCGCGCG CG CG CGCGCSCS MP MP MP MP MP MP MP MP MPMP MP MP MP MP MPMPMP MP MPMP MP MP MP MP MP MP MP SFSFSFSFSFSF SF MR MRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMR MRMR MRMR MRMRMRMRMR MRMR MRMR MR MRMR MR MRMRMR MRMRMRMRMRMRMR MR MRMRMR MRMRMRMRMRMR MR MR MR MR MR MR MRMR MR MR CS CS CS CS CSCSCS CS CSCSCS CS CS CSCSCS CS CS CS CS CS CS CS CS CS CS CS WR WR WR WRWR WR WR WR WR WRWR WR WRWRWR WRWR WR WRWRWRWR WRWR WR WR WR WRWRWR WRWRWR WR WR WRWRWRWR WR WR WRWR WR WRWR WRWRWRWRWR CS CS CS CS CS CS CSCSCSCSCSCSCS CS CS CS CS CSCSCSCS CSCSCS CSCS CS CS CS CS CS CSCSCS CS WR WR WR WR WR WR WR WR WR WR WRWRWRWRWRWRWR WR WR WR WR WR WR WR WR WRWRWRWR WR WR WR WR WR WR WR WRWR WRWRWR WR WR WR WR WR WR WR WR WRWR WR CGCGCGCGCGCGCGCG CGCGCGCGCGCGCGCGCGCGCG CGCG CGCG CGCGCG CGCGCG CGCGCGCG CG CGCG RG RGRGRG RG RG RG RG RG RG RGRGRGRGRGRGRGRGRGRGRG RGRGRG RG RGRGRG RG RG RG RG RGRG RG RG RGRG RG RGRG RG RGRG RG RG KGKGKGKGCSCSCSCS CS CSCSCSCS CSCS CSCSCS CGCGCGCGCGCG PAPAPAPA PAPAPAPA PAPAPAPA PAPA PAPAPAPA PA PAPA PAPAPA PA PAPAPAPAPA PA CS CS CSCS CSCS CSCSCS CSCS CSCSCSCSCS CSCS CSCSCSCSCSCS CSCSCS CSCSCS CS CGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCG CG CGCGCGCGCGCGCGCGCGCGCGCGCGCG CG CGCGCGCGCGCG CGCGCGCGCGCGCGCGCGCG CG CGCGCGCGCGCGCGCGCGCGCGCGCGCG CG CG CGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCG KG KG KG KG KG KG KG KGKG KG KG KG KGKGKGKGKGKG KGKG KG KG KG KG KG KG KG KG KG KGKGKGKGKGKGKG KG KGKG KG KGKG KG KGKGKGKGKG KGKGKGKGKGKGKGKG KGKG KGKG KGKGKG KG KGKG RGRGRGRGRG RGRGRGRG RGRGRGRGRGRGRGRGRG RGRGRGRG RG RGRGRG RG RGRG RG RGRGRGRGRGRGRGRGRGRGRGRGRGRG RG RG RGRG RGRG RG RG SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SFSFSFSFSF SFSFSFSF SFSF SFSFSF SFSFSF SFSF SFSFSF SF KG SFSF SFSFSFSFSFSFSFSF SF SF SFSFSFSF SFSFSFSF SFSFSF SFSFSF SFSF SFSFSF SFSFSF SFSFSFSF SFSF SFSF SFSF WRWR WR WR WR WR WR WR WR WRWRWR WRWR WR WRWR WR WR WR WRWRWRWRWRWRWRWRWRWRWRWR WR WR WR WR WR WR WR WR CS CS CS CSCSCSCSCSCSCSCS CS CS CS CS CS CS CSCSCS CSCS CSCSCSCSCSCSCSCSCSCSCS CS CS CSCS CS CSCSCSCS CS CS CS CS CS CSCSCSCS CSCSCSCSCSCSCSCSCSCS CS CSCSCSCSCS CS CSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCS CSCS VM RGRGRGRG RGRGRGRGRGRGRG RGRGRGRGRGRGRGRG RGRGRGRGRGRGRGRGRGRGRGRG RG RGRG RGRGRGRG RGRGRGRGRG RGRG RG CGCGCGWRWRWR WR WRWR WRWRWRWR WR WR WRWRWR MPMP MP MP MP MP MP MP MP MP MP MP MP MP MP MP MP VMVM RGRG RG RG RGRGRGRGRGRGRGRGRGRGRG RGRGRGRGRGRGRGRGRGRGRGRGRGRGRG RG RGRGRG RGRGRGRGRGRGRG RGRGRGRGRG RG RGRGRGRG RGRG RG RG RG RG RGRGRGRGRG RGRGRGRGRGRGRGRGRG RG RG RG RG RGRG RG RG RG RG RG RGRGRGRGRGRG RG RG RG RG RGRG RGRG VDVDVD VD VD VD VD VD VD VD VD VD VD VD VM VMVD VDVD VDVD VDVDVDVDVDVD VDVDVD VM VM VM VM CS CSCSCS CSCSCSCSCS CSCS CSCSCSCSCS CSCS CS CSCSCSCSCS CSCS VM VM VM VM ND NDNDND ND ND ND ND ND ND NDNDNDNDNDNDNDND ND ND ND ND ND ND ND NDND ND NDND ND NDND WR WR WR WR WR WR WR WR WRWRWRWR CGCGCGCGCG CGCGCG CGCGCGCGCG CG VDVDVDVDVDVD VDVDVDVDVDVDVDVDVDVD VDVDVD MP MP MPMP MP MP MP MP MP MP MP MP MP MP MP MP MP MP MP MP MP MP MP MPMP MP KG KGKGKGKGKG KGKGKG KGKGKGKGKGKGKGKGKG KGKGKGKGKGKGKG MRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMR MRMRMRMRMR MRMRMRMRMRMRMRMR MRMRMRMRMRMRMRMRMRMRMRMRMRMR MR MRMR NDNDNDNDNDNDND NDNDNDNDNDNDNDNDND ND ND NDNDNDNDNDNDNDNDNDNDNDND NDND NDNDNDNDNDND CSCSCSCSCSCS CS CSCSCSCS CGCGCGCGCG RGVDVDVDVDVDVDVD VDVDVDVDVDVDVDVDVDVDVDVDVD RG RG RG RGRG RGRGRG VDVDVDVD VDVDVDVDVD VDVD VD VD PAPAPAPAPAPAPAPAPAPAPAPA PAPAPAPAPAPAPAPAPAPA CS CS CSCSCSCS CSCSCSCS CS CSCSCS CS CSCSCSCS CS CS CSCSCS CS CS CSCSCS RG RGRGRGRGRGRGRG RG RG RG RG RG RG RG RGRG RG RG RG RGRGRGRGRG WRWRWRWRWRWRWRWR WRWRWRWR WR WRWRWRWRWRWRWRWRWR WR WRWRWR WR WRWRWRWRWRWRWR WRWRWRWRWRWRWR WRWR WRWRWRWRWRWRWRWRWR WRWR KGKGKGKGKGKGKGKGKGKG KG KG KG KGKG KGKGKGKGKG KGKGKGKGKGKGKGKGKGKG KGKG KGKG KG WR WRWRWR WR WRWR WRWR WR ND ND NDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDND ND NDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDND NDNDNDND NDNDNDND NDND CGCGCGCGCGCGCGCGCGCG CGCGCGCGCGCGCG CGCGCGCGCGCGCGCG CGCGCGCGCG CGCGCGCGCGCGCGCGCGCG CGCGCGCGCGCGCGCGCGCGCGCGCGCG CGCGCGCGCGCG CGCG CG CGCGCG CG SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF MRMRMRMRMRMRMRMR MRMRMRMRMRMRMRMRMRMRMRMRMRMRMR MRMRMR MR SFSFSFSF SFSFSFSFSFSF WRWR SF VD MRMR MRMR MR MR ND ND NDND ND NDND ND ND ND NDND NDRG RGRG RGRGRGRGRG CS CS CS CS CGCGCGCGCGCGCGCGCGCGCGCGCGCGCG CS RG CSCSCSCS CGCGCGCGCGCGCGCGCGRGRGRG RGRG RGRGRGRGCSCSCS CSCS CSCSCSCS MP MPMP MP MP MP MPMPMP MPMP MP MP MP NDND NDVD VD VD NDND ND MRMRMRMRMR MR VD VD CGCGCGCG CGCG CGCGCGCGCGCG SF SFSF SFSFSF VDVD VDND VD VD MR MRMR MRMR MR NDND NDVD VD CGCGCG CGCGCG SFSFSF SFSFSFVD VDNDND NDVDVD VDMR MRMR MRMR MR CGCGCG CGCGCG NDND NDVD VD VD ND ND CGCGCG CGCGCG SFSFSF SFSFSF VD VDVD VDNDMR MRMR MRMR MR NDND NDVDVD VD VDVD VDND ND CGCGCG CGCG CGCGCG CGCGCGNDND ND VDCGCGCG CGCGCG VD VDND ND VDSFSFSF SFSFSF NDND ND VD VDVDNDND NDVDVD VDNDND ND CS WRWRWRWRWRWRWR NDND NDND NDNDNDND NDND CG CGCGCGCGCGCG CG CG CGCGCGCGCGCGCGCG CG RG RG RG RG RGRGRG RGRG RG CSCS CSCSCSCSCSCSCS CS CS CS RGRGRGRG RGCGCGCGCGCG CGCG CS CSCS CSCS CS CGCG CGCG CGCGND NDNDND ND ND CG CG CG CGCGCGCGCGCGCG RG CSRG RGRG RG CS CSCS ND CGCG CG CG NDND CG CGCGCGCSCS RGRG RG CGCGCG CG CG CG CGCGCG CG CGNDND NDND ND ND ND ND ND NDND ND ND NDND ND ND ND SFSFSFSFSFSFSFSFSFSFSF SFSFSFSF SFSF CSCSCSCSCSCSCSCSCS CSCSCSCS ND PA MRMRMRMR MRMRMRMR MRMRMRMRMRMRMRMRMRMRMR MR MRMR MR MR RGRGRGRGRG RGRG RGRG RGRG RGRGRGRGRGNDNDND NDND NDNDNDND ND SF SFSFSFSF SFSFSFSFSFSFSFSF SF SFSFSFSFSFSFSFSF SFSFSF SF SFSFCSCSCS CSCSCSCS CSCSCS CSCS CS CSCS MR RGRG RG RGRGRG RGRG RG RG RG MRMRMRMR MRMR MRMRMR MR CGCGCGCGCGCGCG CGND NDND NDND ND CG CGCG CGCG CGCGCSCSCS RG RGRG CG CGCGCGCGCGCG ND ND NDNDND CGCGCGCGCGCG CGCSCS CSCS CSCS RG RGRG RGCGCGCG CGCGCG CGCGCGCG CSCS CS CS CSCSCS RG RG RG RG CGCG CGCG CG CG NDND ND ND CG CGCGCG RG RGRG CSCS CSCG CGCGCG CG CG CGCG CGCG CG NDNDNDND ND ND CGCG CG CGCGCG CSCS CSCS RGRGRG CGCGCG ND NDCGCGCGCGCSCSRG RG CG CGCGCGCGCG CSCS CS NDND NDND ND CG CGCGCGCGCGCGCGCGCGCGCG CGCGCGCGCGCGCGCGCGCGCGCGCGCG CGCGCG CGCGCGCGCGCGCGCGCGCGCGCGCGCGCSCS CS CSCS CSCSCSCS RGRG RGRG RGRGRG CGCGCGCGCGCGCGCG CG CGCG NDNDND ND NDNDNDNDND CG CGCGCGCGCG ND WR ND NDNDND WR WR WR WR CS CS CS CS CSCGCGCGCGCGCGCGCGCGCG ND ND ND ND ND ND WR WR WR WR WR CSCS CS CS CS CGCGCG NDND WR CS CSCS CSCSCSCSCS CSCSCS WRWRWR WRWRNDNDNDNDNDNDND NDNDNDNDNDND CGCGCGCGCGCGCGCGCGCGCGCGCGCGCG CSCS CSCSCS CSCS CGCGCG WRWRWRWR WRWRWR CS CSCS CS CG CGCGCGCGCGCGCGCGCGCGCGCGCGCGCG NDND ND ND ND WR WRWR WR CSCS CS CSCSCSCS CGCGCG CGCG CGCGCG CG CGCGCGCGCGCG NDND NDNDNDNDNDNDNDWR WRWR WR WR WR WR CSCSCSCS CS CSCSCSCSCS CSCSCSCSCSCSCSCSCS CGCGCGCGCGCGCG CGCGCG CGCG CGCGCGCGCGCG CGCGCGCGCGCGCG CGCGCGCG CG CGCGCGCGCG CGCGCGCGCGCGCG CGCGCGCG CGCGCGCGCG CG CGCGCGCG CG CGCG CGCGCGCG WR WR WR WR WRWR WRWR WRWRWR WR WRWR WR WR WR WRWR WRWR WR WR WRWR NDNDNDNDNDND CS CS CS CS CS CS CS CS CS CS CS CGCGCGCGCGCG CGCG CGCGCGCG NDNDNDND ND NDND ND NDNDWR WRWRWR WRWR WRWRWR WRWRWR CSCSCSCSCSCSCSCS CS RG CGCGCG CGCGCG RG MRMRMRMR MRMRMR MRMRMR CSCSCSCS CSCSCSCS CSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCG SFSFSFSFSFSFSFSFSFSF RG RG RGRG RG RGRGRG MRMRMRMRMRMRMRMRMR CS CS CS CS CS CSCSCS CGCGCGCG CGCGCGCGCGCGCG CG MRMRMR WR WR WR WR CG NDNDND CS CS CS CS CS CS ND ND ND WR WR WRWR CSCS CS SFSFSFSFSFSFSF SF RG RG RGRGRGRG RG MRMR MRMRMRMRMR CSCSCSCS CSCSCS CGCGCGCG CGCG CGCGCGCGCG SFSFSFSFSFSFSFSFSFSFSFSF RGRGRGRGRGRGRGRG MRMRMR MRMRMR MRMRMRMR CSCSCS CSCSCS CGCGCGCGCGCGCG CGCGCG CGCGCG CG SFSFSFSF SFSFSF SFSF RGRGRGRGRGRGRG MRMRMRMRMR CSMRMRMRMRCSCSCSCSCS CGCGCGCGCGCGCG SFSFSFSFSFSF RGRGRGRGRGRGSF MRMRMRMRMRMRCSCSCSCSCSCSCS CGCGCG SFSFSFSFSFSFSFSFSFSFSF SFSFSFRGRGRGRGRG MP MP VD VDVD MP VD VDVD MP VD VDVD MP VDVD VD VD MRMRMRMRMRMR SFSFSFSFSFSFCSCSCSCSCSCSMRCGCGCGCGCGCGCGCGCGSFSF RGRGRGRGRGRGRGMRMRMRMRMRMRMRMRCSCSCSCSCSCS CGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMR MRMRMRMRCSCSCSCSCSCS CGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRCSCSCSCSCS MP CGCGCGCG CS CSCS CSCSCSCS CS CSCS VD VD SFSFSFSFSF CG CGCG CGSF SFSF CG CG SFSFSF SFSFSF RG RG RG RG KG CG SF SFSF CGCGCG ND WR WR CGCG CG NDNDND WRWRWRWR CSCSCSCSCSCS ND NDNDNDNDND ND WR CSCSCSCS CGCGCGCGCGCG CGCGCG CG CGCGCGCGCGCGCG CG ND NDNDNDND ND ND ND WRWR WR WRWRWR WR WR CS CS CSCSCSCSCSCSCSCGCGCGCGCGCG CGCGCGCGCG NDNDND ND ND ND ND NDWR WRWRWRWRWR WR CGCGCG NDNDND ND CSCSCSCSCSCSCSCSCS NDNDNDND NDNDNDNDND WR WRWR WRWR WR WR WR WR WRCSCSCSCSCSCSCSCSCSCS WR WRWR WR CGCG CGCG NDNDNDNDNDNDNDND CG CGCG WR CSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCG CGCGCGCGCGCGCGCGCGCGND NDND CGCGCG CSCS CS CS CS SF CGCG CG ND ND ND ND WRWRWRWRWRCS CSCS CSCS CSCGCG CG CGCGCG CSCS CS CS HSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHS HSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHS HSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHS MP MP MP MP MP MP MP MPCSCSCS CS CS CSCSCS CG CG CGCGCGCGSFSFSF SFSFSF SFSFSF CG CGCGCGCGCGCGCGCG CG CGCG CG CG CG RG WR WRWR WRWR WRWRWR RG RGRG RGRGRG RG RG RGRG RG RG RG RG NDND ND NDNDND NDND NDND ND NDNDNDND NDNDCGCG CGCGCGCGCGCG CGCG CGCGCGCGCGCG CGCGCGCGWRWRWRWR WR WRWRWRRGRGRGRG NDND VD VD VDCS CSCS SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF CS SF VMCSCS CSCSCSCS VDVDVDVD VDVDVDVD VDSFSFSF VDVD VDVD VDKGKGKGKG KGKGKGKGKGKGKGMR MRMRMRMRMRMRMRMRMR MRMRMRMRMRMR MR MRMR CS CS CSCS CS CSCS CS CSPA PAPAPAPAPA PAPACS VMCSCSCSCS CGCGCGCGCGRGRGRGRG RGRGRG VDVD VD VD VDVDVDVDVD VDVDVD KG VMKGKGKG KGKG KG KGKGKGCSCS CSCS CSWR WRWRWR WR WR WRWRWR WR WRWRWRWRWRCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCG VDVD VDVD VDSF SF SFSFSFSFSFSFSFSFSF SFSF SFSFSFSFSF SF CSCS CSCSCSCSCS CS CS CSCSCS RGRG RGRGRGRG RG RG RGRG RGRG RGRG RG RG RGRG RGRG RGRGRG RGRG RG WR WR WRWRWRWRWRWRWRWR WRWR WRWR WR WRWRWR WR WR WR WRWRWR WRWR WRWRWR WR WR WR WRWR WRWR WR WRWRWRWR WRCGCGCG CGCGCGCG CG CGCGCGCGCGCGCGCG CSSF HS HS SF SFHS HS CB CB CBCBCB CB CBCS CSCB CB CB CBCB CBCB CBCBCB CBCBCB CB CBCBCB CBCB CBCBCB CBCB CBCBCB CBCB CB CBCBCB CBCBCB CBCB CB SF CBCBCB CBCBCB CB CB CB CBCB CBCB CBCBCB CB CBCB CBCBCS KG CB CBCB CBCB CB CB CB CB CBCBCB CBCBCBCB CBCB CBSF CBCBCBCB CBCBCB CB CBCBCBCB CBCB CB CBCB CB CB CB FGFGFGFGFGFG FGFGFGFGFGFGFGFGFGFGFGFGFGFGFGFGFGFG FGFGFGFG FG FGFG FGFGFGFGFG FGFGFGFGFGFGFGFGFGFG SFSFSFSFVDVD VDVD VD CGCGCGCG CGND NDND NDND SFSFSFSFSF VD VDVD VDVD CGCG NDNDNDCGCGCG NDND NDND RGRG PAPA FG ND PH PH PH PH NDNDND MR MRMRMR MRMR MRMRMRMR MRMR MR MRMR MR MR MRMR MR MRMR MR MR MR MRMR MR MRMR MRMR MRMRMR MR MRMRMRMR MRMRMRMRMR MRMRMRMR MRMRMRMRMRMR MRMRMR MR MR MR MR MRMR MRMR MR MRMRMRMRMRMRMRMR MRMRMRMRMRMR MRMR MRMR MRMRMRMRMRMRMRMRMRMR MRMRMRMR MRMR MRMR MR MR MRMRMR MRMRMR MRMRMRMRMR MRMRMRMR MRMR MRMR MR MR MR MRMR MR MR SFSFSFSFSFKGKG KGKGKGKG ND ND ND NDND ND ND NDNDND NDNDND CSCS CS RG CSCSCS CS CSCS CS CS NDNDNDND NDNDNDNDND NDNDNDNDND CSCS RGRGRG RG RG RGRGRG RG RG RG RGRGRGRG RGRGCSCSCS CSCS CS CSCSCSCS CS CSCS CS CSCSRG RG VD VDVDVDCS VD VD VDVDVD VD VD VDVDVD VM VM VM VM VM VMCSCS CS CSCSCSCS KGKGKGKG KG KG KG KG KG KG KGKG KGKG KG KGKG KG KG KG KGKG VD VD VD VD VD VD VD VDVD VD VD VD VD VD VD VD VD VD VD VD VD VD VDVD SFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF WRWRWRWRWRWRWR WR WR WRWR WRWRWRWR WRWRWRWRWRWR RGRGRG RG RG RG RG RG RGRGRGRGRGRGRGRGRG RG RG RGRG RG RG RG RG RG RGRGRG RGRG RG RG CG MP MP MP MP MPMPMP MP MP MP MP MP MP MP CSCSCSCSCSCSCSCSCSCSCSCSCS CSCS CS CS CS CS CS CS CS CSCS CS CGCGCGCGCGCGCGCGCGCG CGCGCGCGCG MP MP MP MP CGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCG CGCGCGCGCG CG CGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCG CGCG NDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDND ND ND VD VDVD VDVDVD VD VD VDVDVDVDVDVDVDVD VDVDVDVDVD VD VD RG RG 28 29 29 27 28 27 2728 29 29 30 30 2928 27 26 25 24 28 27 26 25 25 28 28 29 2728 26 26 2829 3 030 30 30 2425 26 26 26 27 2 626 26 28 27 27 26 26 27 26272828 27262524 28 262 6 2 8 / / / / / / / / / // / / / / / / / //////////// PSE POWER P O L E PSE POWER P O L E 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. STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 LANDSCAPE PLANTING PLAN AREA PLAN AND GENERAL NOTES BT120-LPP100 BT120 294 1 T. WALKER T. WALKER L. FRENCH L. FRENCH 0 12/10/2024 TW LF LF ISSUED FOR BID 1 06/13/2025 TW LF LF ADDENDUM #1 RTA/CN 0205-24 1"=80' No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 5 / 2 5 | 12 : 5 2 P M | WA L K E R T 1 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ W A L K E R T 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - L P P 1 0 0 . D W G S1-BT120-LPP100 FACILITY ID: Xrefs: xS1-BT120-CPP001 xS1-BT120-LHP001 xS1-BT120-LPP001 xS1-BT120-CMP001 xBRT-CUD05-TB22x34 xS1-BT120-CLP001 xS1-BT120-VSF100 xS1-BT120-CGP001 xS1-BT120-CDP001 xS1-BT120-LPN101 xS1-BT120-VRX001 xS1-BT120-APP211 xS1-BT120-LTP001 xS1-BT120-GZK020 GB-SEAL-TRW21032616 N SCALE IN FEET 0 (CUSTOM) 80 40 80 160 HA R D I E A V E S GRADY W A Y LA K E A V E S SR - 1 6 7 RAI N I E R A V E S NORTH DRIVEWAY SOUTH DRIVEWAY102 103 201 202 203 204 205 101 104 105 106 107 CROSS REFERENCING OF DRAWINGS BASE SHEET TITLE 1"=20' DRAWING SETS S1-BT120-LPP101 S1-BT120-LPP102 S1-BT120-LPP103 S1-BT120-LPP104 S1-BT120-LPP105 S1-BT120-LPP106 NOT USED 101 102 103 104 105 106 107 CROSS REFERENCING OF DRAWINGS BASE SHEET TITLE 1"=20' DRAWING SETS S1-BT120-LPP201 S1-BT120-LPP202 S1-BT120-LPP203 S1-BT120-LPP204 S1-BT120-LPP205 201 202 203 204 205 AREA MAP 1" = 80' STA T E O F W A SHIN G T O N L I C E N S E D LANDSCA P E A R C HITECTN O . 2 1 032616 EX P . 0 7 /13/2025 T H O M A S R WAL K E R 1 jding 11/05/2025 CURRENT PLANNING DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332199 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. VM VM VM VM VM VM VM VM VM ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDMP MP MP MP MP MR MR MR MR MR MR MR MR MR MR MRMRMR MR MR MR MR MRMRMRMRMR MRMRMRMRMR MR MR MR MR MR MR MR MR MR MR MR MR MR MR CSCSCSCSCS CS CSCSCS CS CS CS CS CS CS CS CS CS CS CSCSCSCS CS CS CS CS WR WR WRWR WRWRWRWR WR WR WRWR WR WR WR WR WR WR WR WR WR WR WR WR WR WR WR WR WR WR WR WR WR WRWR WR WR WR WR WR WR WR WRWRWR CSCSCSCSCSCSCS CS CS CS CS CS CS CSCS CS CS CS CS CS CSCSCSCSCS CS CG CG CG CGCGCGCGCGCGCGCGCG CG CG CG CG CG CG CG CG CG CG CG CG CG CG CGCGCGCGCGCGCG CG CG CG RG RG RGRGRGRGRGRGRGRG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RGRGRGRGRG RG RG RG RG RGRGRG RG RG RG RG CG CG CGCGCGCGCGCGCGCGCG CG CG CG NDWRWR WR WR WR ND WR WR WR WR ND ND ND ND ND ND ND ND NDNDND SF SF SF SF SF SFSF SF SF SF SF SF SFSF SFSF SFCS CS CS CS CS CS CS CS CSCS CS CS CS ND PA MRMR MR MR MRMR MR MR MR MR MR MR MR MR MR MR MRMR MR MR MR MR MRMR RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG ND ND ND ND NDND ND ND ND NDSF SF SF SF SF SF SF SFSFSF SF SFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF CS CS CSCS CS CS CS CS CS CS CS CS CSCS CS MR RG RG RG RG RG RG RG RG RGRGRG WR WR WR WR WRWRWRWR WR MR MR MR MR MR MR MR MR MR MR CG CG CG CG CG CG CG CG CG CG CG CG CG CG CG CG CG CG CG CG CG CG CG CG CG CG CG CG CG CG CGCG CG CG CG CG CG CG CG CG CG CG CG CS CSCS CS CSCS CS CS CS RG RGRG RG RG RG RG MRMR MR ARTWORK FO ///////////// ////// / / / / / / / / / / / / / / / / / / / / / / / N 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 LANDSCAPE PLANTING PLAN RAINIER STA 200+00 TO RAINIER STA 204+00 BT120-LPP101 BT120 T. WALKER T. WALKER L. FRENCH L. FRENCH 0 12/10/2024 TW LF LF ISSUED FOR BID 1"=20' N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 12 / 0 3 / 2 4 | 12 : 4 6 P M | WA L K E R T 1 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ W A L K E R T 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - L P P 1 0 1 - 1 0 6 . D W G S1-BT120-LPP101-106 FACILITY ID: Xrefs: xS1-BT120-CPP001 xS1-BT120-LHP001 xS1-BT120-LPP001 xS1-BT120-CMP001 xBRT-CUD05-TB22x34 xS1-BT120-CLP001 xS1-BT120-VSF100 xS1-BT120-CGP001 xS1-BT120-CDP001 xS1-BT120-LPN101 xS1-BT120-VRX001 xS1-BT120-APP211 xS1-BT120-LTP001 xS1-BT120-GZK010 GB-SEAL-TRW21032616 MA T C H L I N E : R A I N I E R S T A 2 0 4 + 0 0 SE E D W G B T 1 2 0 - L P P 1 0 2 MATCHL I N E : G R A D Y S T A 1 5 1 + 0 0 SEE DWG B T 1 2 0 - L P P 1 0 4 MATC H L I N E : SEE D W G B T 1 2 0 - L P P 2 0 5 MATCHLINE: SEE DWG BT120-LPP205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 KEY MAP SW GRAD Y WAY 101 LA K E AV E S 102 103 201 202 203 204 205 104 105 106 RAINIER AVE S S G R A D Y W A Y STA T E O F W A SHIN G T O N L I C E N S E D LANDSCA P E A R C HITECTNO . 2 1 0 32616 EX P. 0 7 /1 3/2025 T H O M A S R WAL K E R 0295 RTA/CN 0205-24 jding 11/05/2025 CURRENT PLANNING DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332200 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. R G R G R G W R W R W R W R W R C S C S C S C S C S C G C G C G C G C G C G C G C G C G C G N D N D N D N D N D N D W R W R W R W R W R C S C S C S C S C S C G C G C G N D N D W R C S C S C S C S C S C S C S C S C S C S C S W R W R W R W R W R N D N D N D N D N D N D N D N D N D N D N D N D N D C G C G C G C G C G C G C G C GC G C G C G C G C G C G C G C S C S C S C S C S C S C S C G C G C G W R W R W R W R W R W R W R W R W R W R W R W R C S C S C S C S C S C S N DN DN D W R W R W R W R C S C S C S C G C G C G N D N D N D N D W R W R W R W R W R C S C S C S C S C S C S C G C G C G C G C GC G C S C S C S C S F G F G F G F G F G F G F G F G F G F G F G F G F G F G F G F G F G F G F G F G F G F G F G F G F G F G F G F G F G F G F G F G F G F G F G F G C O GV G V G V 3 BT120-LPD101 4 BT120-LPD101 N 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 LANDSCAPE PLANTING PLAN RAINIER STA 204+00 TO RAINIER STA 208+50 BT120-LPP102 BT120 T. WALKER T. WALKER L. FRENCH L. FRENCH 0 12/10/2024 TW LF LF ISSUED FOR BID 1"=20' N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 12 / 0 3 / 2 4 | 12 : 4 6 P M | WA L K E R T 1 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ W A L K E R T 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - L P P 1 0 1 - 1 0 6 . D W G S1-BT120-LPP101-106 FACILITY ID: Xrefs: xS1-BT120-CPP001 xS1-BT120-LHP001 xS1-BT120-LPP001 xS1-BT120-CMP001 xBRT-CUD05-TB22x34 xS1-BT120-CLP001 xS1-BT120-VSF100 xS1-BT120-CGP001 xS1-BT120-CDP001 xS1-BT120-LPN101 xS1-BT120-VRX001 xS1-BT120-APP211 xS1-BT120-LTP001 xS1-BT120-GZK010 GB-SEAL-TRW21032616 MA T C H L I N E : R A I N I E R S T A 2 0 8 + 5 0 SE E D W G B T 1 2 0 - L P P 1 0 3 M A T C H L I N E : R A I N I E R S T A 2 0 4 + 0 0 S E E D W G B T 1 2 0 - L P P 1 0 1 MATCHLINE: SEE DWG BT120-LPP203 MATCHLINE: SEE DWG BT120-LPP201 102 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 KEY MAP SW GRA D Y WAY LA K E AV E S 103 201 202 203 204 205 101 104 105 106 RAINIER AVE S HARD I E A V E S W STA T E O F W A SHIN G T O N L I C E N S E D LANDSCA P E A R C HITECTNO . 2 1 0 32616 EX P. 0 7 /1 3/2025 T H O M A S R WAL K E R 0296 RTA/CN 0205-24 jding 11/05/2025 CURRENT PLANNING DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332201 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. R GW R W R W R W R W R W R W R W R R G R G R G R G R G R G R G R G R G R G R G R G R G R G N D N D N D N D N D N D N D N D N D N D N D N D N D N D N D N D N D C G C G C G C G C G C G C G C G C G C G C G C G C G C G C G C G C G C G C G C G W R W R W R W R W R W R W R W R R G R G R G R G N D N D F G F G F G F G F G F G F G F G F G F G F G F G F G F G F G N D N D N D N D R G R G F G N D N D N D N 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 LANDSCAPE PLANTING PLAN RAINIER STA 208+50 TO RAINIER STA 212+42.13 BT120-LPP103 BT120 T. WALKER T. WALKER L. FRENCH L. FRENCH 0 12/10/2024 TW LF LF ISSUED FOR BID 1"=20' N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 12 / 0 3 / 2 4 | 12 : 4 7 P M | WA L K E R T 1 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ W A L K E R T 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - L P P 1 0 1 - 1 0 6 . D W G S1-BT120-LPP101-106 FACILITY ID: Xrefs: xS1-BT120-CPP001 xS1-BT120-LHP001 xS1-BT120-LPP001 xS1-BT120-CMP001 xBRT-CUD05-TB22x34 xS1-BT120-CLP001 xS1-BT120-VSF100 xS1-BT120-CGP001 xS1-BT120-CDP001 xS1-BT120-LPN101 xS1-BT120-VRX001 xS1-BT120-APP211 xS1-BT120-LTP001 xS1-BT120-GZK010 GB-SEAL-TRW21032616 MA T C H L I N E : R A I N I E R S T A 2 0 8 + 5 0 SE E D W G B T 1 2 0 - L P P 1 0 2 M A T C H L I N E : S E E D W G B T 1 2 0 - L P P 2 0 1 103 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 KEY MAP SW GRA D Y WAY LA K E AV E S 102 201 202 203 204 205 101 104 105 106 S W 7 T H S T RAINIER AVE S STA T E O F W A SHIN G T O N L I C E N S E D LANDSCA P E A R C HITECTNO . 2 1 0 32616 EX P. 0 7 /1 3/2025 T H O M A S R WAL K E R 0297 RTA/CN 0205-24 jding 11/05/2025 CURRENT PLANNING DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332202 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. 20+00 21+00 22+00 22+6 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 20 R 4 8 . 5 4 R5 0 . 0 0 R2 0 . 0 0 R1 5 . 0 0 R1 9 . 8 9 R 3 0 . 0 0 R 3 5 . 0 0 R 4 0 . 0 0 VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM SFSFSF SF SFSF SF CS CGCGCGCGCGCGCGCGCGCGCG CGCGCGCG KG KGKG KG KG KG KGKGSF SF SF SF SF SF SF SF SF SF SF SFSFSFSF SFSF SF VDVDVDVDVDVDVDVD VD VDVDVDVD VD VD VD VDVDVD VD VD VD VD VD VD VD VD CSCSCSCS CS CS CS CS CS CS CS CS CS CSCSCS CS CS CS CS CS CS CS CS CS CS CS CSCSCS CS CS CS CS CS CS CSCS CS CS CS CS CS CS CS CS CSCSCS CSCS CSCSCS CSCS CS CS CS CSCSCSCS CS CS CS CSCSCS CS CS CS CS CS RG RG RG RG RG RG MR MR MR MR MRMRMRMRMRMR MR MR MRMRMRMR MRMRMR MR MR MRMR VD VDVD VD VDVD VD VDVD VDVD CSCSCSCSCS CS CS CSCS CSCSCSCSCS CSCSCSCSCSCSCSCSCSCS CSCS KGKGKGKGKG KG KG KG KG KGKGKGKGKGKG KG KG KG KG KG KGKGKGKG SF SF SF SF SFSF SF SF SF SF SF SF SFSF SFSF SF SFSFSF SFSF SF SFSF SFSF SF SFSFSF SFSFSFSFVM VM VM VM VM VD VD VD VDVD VD VD VD VDVDVD CGCG CGCG CG CG CG CG CG CS CS MP MP MP MP MP MP MP MP MP MP MP MP MP MP MP MP MP SF SF SF SF SFSF SF WR WR WR WRWR CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CSCSCS CS CS CS CS CS CS CS CS CS CS CS CSCSCS CS WR WR WR WR WR WR WR WR WR WR WRWRWRWRWRWR WR WR WR WR WR WR WR WR WR WR WR WRWR WR WR WR WR WR WR WR WR WR WR WRWR WR WR WR WR WR WR WR WR WR WR WR RG RG RGRGRGRG RGRG RG RG KG KGKG KG CS CSCSCSCS CGCG CGCG CG PAPAPAPA PA PA PA PA PA PA PA PA PA PA PAPAPA PA PA PA PA PAPAPA PA PAPA PA PA PA PA CS CS CS CS CSCS CS CSCSCSCS CSCS CS CS CS CS CSCS CS CS CS CS CS CS CS CS CS CS CGCGCGCGCG CGCG CGCG CGCG CGCG CG CG CG CGCGCGCGCGCGCG CG CGCGCGCGCGCGCGCGCGCGCG CGCGCGCGCG RG RG RG RGRG RG RG RGRG RG RGRGRG RG RG RG SFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSF SFSF SFSFSFSF SF SFSFSFSFSF SF SF SF SF CSCSCS VM RGRGRGRG RGRGRGRGRGRGRG RGRGRGRGRGRGRGRG RGRGRGRGRGRG RGRG RGRGRGRGRGRG RG RG RG RG RG RGRGRGRG RG RGRGRG CG CGCG WRWRWR WR WR WR WRWRWRWR WR WR WR WR WR VM VM VM VM CS CS CS CS CSCSCSCS CS CSCS CS CS CS CSCS CS CS CS CS CS CS CSCS CS CS VM VM VM VD MP MP MP MP MP MP MP MP MP KG KGKGKGKGKG KG KG KG KGKGKG KGKGKG KGKGKG KGKGKGKGKGKGKG MRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMR MR MR MR MRMR MRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMR MRMRMRMR MR MR MR MR MR CS CS CS CS CG CGCGCG CGCGCG CGCGCGCGCGCG CG CGCG ND ND ND ND ND WR WR WR WR CS CS CS CS CSCSCS CGCGCG CGCG CGCGCG CG CGCGCGCGCGCG ND ND NDND NDNDND NDND WR WR WR WR WR WR WR CS CS CSCS CS CS CS CS CSCS CSCS CS CSCS CSCS CS CSCGCGCGCGCGCGCG CGCGCG CGCG CGCGCGCGCGCG CGCGCGCGCGCGCG CGCGCGCG CG CGCGCGCGCG WR WRWR WR WR WR WRWR WR WRWR WR WR WR WRWRNDNDND ND NDND KG SF SFSF CG CGCG ND WR WR CG CG CGND ND ND WRWR WRWR CS CSCS CS CS CS ND NDND NDNDND ND WR CS CS CSCS CGCGCGCGCGCG CGCGCG CG CGCGCGCG CG CGCG CG ND ND NDND ND ND ND ND WR WR WR WRWR WR WR WRCS CS CSCS CS CSCS CS CSCGCGCGCG CGCG CGCGCGCG CG ND NDND ND ND ND ND NDWR WRWRWR WR WR WR CG CGCG ND ND ND ND CS CS CSCS CSCSCS CS HS HS HS HS HSHS HS HS HS HSHS HS HS HS HSHS HS HS HS HSHSHSHS HS HSHSHS HS HSHS HSHS HSHS HS HSHSHS HS HSHSHS HSHSHSHS HS HS HS HS HS HS HSHS VD VD VD CS CS CS SF SF SF SF SF SF SFSFSF SF SF SFSF SF SFSF SF CS SF VMCS CS CSCSCS CS VD VD VD VD VD VDVDVDVDSFSFSF VD VD VD VD VDKG KGKG KG KG KG KG KG KGKG KG MR MR MR MRMR MR MR MR MR MR MR MR MR MRMRMR MR MR MR CS CS CS CS CS CS CS CS CSPA PAPA PA PAPA PAPA CS VM CSCS CSCS CGCGCGCGCGRG RG RG RG RG RGRG VDVD VD VD VDVDVDVD VD VDVD VD KG VMKGKGKG KG KG KG KG KGKG CS CS CS CS CSWR WRWRWR WR WR WR WR WR WR WRWRWRWRWRCGCGCGCG CGCGCG CGCGCGCGCGCGCG CG CGCGCG VD CB CB CB CB CB CB CB CS CSCB CB CB CB CB CBCB CB CBCB CB CBCB CB CB CB CB CB CB CB CB CB CB SF CB CB CB CB CBCB CB CB CB CB CBCB CB CB CB CB CB CB CB CS KG CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB SF PAPA KGKGKG KG WRWRWRWRWR WR WR WR WRWRWR WRWRWRWR WR WR VD VDVDVD VD VD VD VDRG RG A R T W O R K SL FO VLT HH 3 BT120-LPD101 ////////////////////// 4 BT120-LPD101 PSE POWER POLE N 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 LANDSCAPE PLANTING PLAN GRADY STA 151+00 TO GRADY STA 156+50 BT120-LPP104 BT120 298 1 T. WALKER T. WALKER L. FRENCH L. FRENCH 0 12/10/2024 TW LF LF ISSUED FOR BID 1 06/13/2025 TW LF LF ADDENDUM #1 RTA/CN 0205-24 1"=20' N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 1 0 / 2 5 | 11 : 4 8 A M | WA L K E R T 1 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ W A L K E R T 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - L P P 1 0 1 - 1 0 6 . D W G S1-BT120-LPP101-106 FACILITY ID: Xrefs: xS1-BT120-CPP001 xS1-BT120-LHP001 xS1-BT120-LPP001 xS1-BT120-CMP001 xBRT-CUD05-TB22x34 xS1-BT120-CLP001 xS1-BT120-VSF100 xS1-BT120-CGP001 xS1-BT120-CDP001 xS1-BT120-LPN101 xS1-BT120-VRX001 xS1-BT120-APP211 xS1-BT120-LTP001 xS1-BT120-GZK010 GB-SEAL-TRW21032616 MA T C H L I N E : G R A D Y S T A 1 5 1 + 0 0 SE E D W G B T 1 2 0 - L P P 1 0 1 MA T C H L I N E : G R A D Y S T A 1 5 6 + 5 0 SE E D W G B T 1 2 0 - L P P 1 0 5 MATCHLINE: SEE DWG BT120-LHP205 MATCHLINE: SEE DWG BT120-LHP204 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 KEY MAP SW GRA D Y WAY 104 LA K E AV E S 102 103 201 202 203 204 205 101 105 106 S GRADY WAY STA T E O F W A SHING T O N L I C E N S E D LANDSCA P E A R C HITECTN O . 2 10 32616 EX P. 0 7 /1 3/2025 T H O M A S R WAL K E R 1 jding 11/05/2025 CURRENT PLANNING DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332203 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. 30+00 31+00 31+50 21 22 23 24 25 26 R 4 5 . 0 0 R3 5 . 0 0 R5 0 . 0 0 R3 5 . 0 0 R5 0 . 0 0 27 28 ND ND ND ND ND ND ND CG VD VD VD VDVD VD VD VD VD VM VM VM VM VM VM VM VM VM VM VM VM RGRG RG RG RG RG RG RG RG RG RGRG RGRG RG RG RG RG RG RG RGRG RGRG RG CS CS CS CS CS CS CS CSCSCS CS CS CSCSCS CS CS CS CS CS CS CS CS CSCS CS CS CSCS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CGCGCG CG CG CG CG CG CG CG CG CG CG CG CS CS VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VDVD VD VD VD KGKG VM NDNDNDNDNDNDND NDND ND ND NDNDNDNDND ND ND NDNDNDND ND NDND NDND ND ND NDNDND ND ND NDND ND ND CSCSCSCS CS CS CS CS CS CSCS CGCGCGCGCG RG VD VD VD VD VD VDVD VD VDVDVDVDVDVD VDVDVDVDVD VD RG RG RG RG RG RG RGRG VD VD VDVD VDVDVDVDVD VDVD VD VD PAPAPAPAPAPAPAPAPAPA PA PA PAPAPAPAPAPA PA PAPAPA CS CS CS CS CS CS CSCS CSCS CS CS CS CS CS CSCS CSCS CS CS CS CSCS CS CS CSCS CS RG RG RGRG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RGRG RG RGRG WR WR WR WRWRWRWRWR WR WRWRWR WR WRWR WR WR WR WRWR WR WR WR WR WR WR WR WRWRWRWRWR WR WR WRWRWRWRWRWR WR WRWR WRWRWR WRWRWRWR WRWR WRWR KG KG KG KG KGKGKG KGKGKG KG KG KG KG KG KGKGKGKGKG KGKGKG KGKGKGKGKGKG KG KGKG KG KG KG WR WR WR WR WR WR WR WR WR WR ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDNDNDND NDND ND ND ND NDND ND ND NDNDNDND ND ND NDNDNDNDNDNDND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND CG CG CG CGCGCGCGCGCGCG CG CGCGCGCGCGCG CGCGCGCGCGCG CGCG CGCGCGCGCG CGCG CGCG CG CG CG CG CG CG CGCG CG CG CG CG CG CGCGCGCGCGCG CG CGCGCGCGCGCG CGCG CG CGCGCG CG SF SF SF SF SF SF SF SF SF SF SF SFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF MR MR MR MR MR MR MR MR MR MR MR MR MRMR MR MR MR MR MR MR MR MR MRMR MR MR SFSFSFSF SFSF SFSFSF SF WR WR MRMR MR MR MR MR ND ND NDNDND NDVD VD CGCG CGCG CG CG SF SFSF SFSFSF VDVD VDND VD VDMR MRMR MRMR MR NDND NDVD VDCG CG CG CG CGCGSFSFSF SFSFSFVD VD NDND NDVDVD VD MR MRMR CG CGCG CG CGCG NDND NDVD VDNDVD VD VD VDND CG CG CG CGCG CGCGCGCGCGCGCG CGCGCGCG CGCGCGCGCG CG CGCGCGCG CG CGCG CGCGCGCG WR WR WR WR WR WR CS CS CS CS CS CS CS CS CS CS CS CG CG CG CG CG CG CG CG CG CG CG CG ND ND ND ND ND ND ND ND NDNDWR WR WR WR WR WR WR WR WR WR WR WR CSCSCSCSCSCS CS CS CS CG CSCS CS NDNDND ND ND NDNDND ND WR WR WR WR WR WR WR WR WR WRCS CS CS CSCS CS CS CS CS CS WR WR WR WR CGCG CGCG NDND NDND ND ND NDND CG CGCG WR CSCS CSCS CS CS CSCS CS CG CG CGCGCGCGCGCGCG CG CG CG CG CGCGCGCG CGND ND ND HSHSHSHSHSHS HSHSHSHSHS HSHSHSHSHSHSHS HS HSHSHSHSHSHSHSHSHSHSHSHSHSHS HS HSHSHSHSHSHSHSHSHSHSHSHS HSHSHSHSHS HS HSHSHS HSHS HSHS HSHS HS HSHSHSHS VD SF SF SFSFSFSF SFSF SF SFSF SFSF SFSF SF SF SF SF CSCS CS CS CS CS CS CS CS CSCS CS RGRG RG RG RG RG RG RG RG RG RG RG RGRG RG RG RGRG RGRG RGRGRG RGRG RG WR WR WRWR WR WRWR WRWR WR WR WR WRWR WR WR WR WR WR WR WR WR WR WR WR WR WR WR WR WR WR WR WR WR WR WR WR WR WR WR WR WR CG CGCG CGCG CG CG CG CGCG CG CGCG CG CBCB CB CB CB CB CB CB CB CBCB CB CB CB CB CB CB CB CB CB ND VM VM VM CSCS CS CS CS CS CS KG KG KG KG KG KG KG KG KG KG KG KG KG KG KG KG KG KG KGKG SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSF SF WR WR WR WR WR WR WR RG RG RG RGRGRGRGRG RG RG RG RG RG RG RG RG RG RG RG RG RGRGRG RGRG RG RG VD VD VD T TMH SHELTER CANOPY SL MW EL=26.43 3 BT120-LPD101 BT 1 2 0 - L P D 1 0 1 PSE POWER POLE N 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 LANDSCAPE PLANTING PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 BT120-LPP105 BT120 299 T. WALKER T. WALKER L. FRENCH L. FRENCH 0 12/10/2024 TW LF LF ISSUED FOR BID 1 06/13/2025 TW LF LF ADDENDUM #1 2 07/07/2025 TW LF LF ADDENDUM #3 RTA/CN 0205-24 1"=20' N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 07 / 0 2 / 2 5 | 3: 2 6 P M | WA L K E R T 1 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ W A L K E R T 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - L P P 1 0 1 - 1 0 6 . D W G S1-BT120-LPP101-106 FACILITY ID: Xrefs: xS1-BT120-CPP001 xS1-BT120-LHP001 xS1-BT120-LPP001 xS1-BT120-CMP001 xBRT-CUD05-TB22x34 xS1-BT120-CLP001 xS1-BT120-VSF100 xS1-BT120-CGP001 xS1-BT120-CDP001 xS1-BT120-LPN101 xS1-BT120-VRX001 xS1-BT120-APP211 xS1-BT120-LTP001 xS1-BT120-GZK010 GB-SEAL-TRW21032616 MA T C H L I N E : G R A D Y S T A 1 5 6 + 5 0 SE E D W G B T 1 2 0 - L P P 1 0 4 MATC H L I N E : SEE D W G B T 1 2 0 - L P P 2 0 4 MATCHLINE: LAKE STA 401+50 SEE DWG BT120-LPP106 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 KEY MAP SW GRA D Y WAY 105 LA K E AV E S 102 103 201 202 203 204 205 101 104 106 S GRADY WAY LAK E A V E S STA T E O F W A SHING T O N L I C E N S E D LANDSCA P E A R C HITECTN O . 2 10 32616 EX P. 0 7 /1 3/2025 T H O M A S R WAL K E R 1 3 2 jding 11/05/2025 CURRENT PLANNING DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332204 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. ^ ^ ^ ^ ^ ^ ^ F F F F C C NDND CS CS CS VD VD VD VD VD VD CS SF SFSF SF SF SF SFSF VD VD VD VD VD CG CG CG CG CGCG CGSFSF SF CGCGCG SFSF SF SF VD VD VD SF SF SF SF SF SF MR MR MR MR MR MR MR MR CS CS CS CG CG CG CG CG CG CG CG CG CG SF SFSF SF SF SFSF SF SF MR MR MR MR MR MR MR MR MR MR MR MR MR MR MR MR MR MR MR MR MR MR MR MR MR MR MR SF VD ND NDND VD VD CS WR WR WR WR WR CS CS CS CS CS CS CS CS CS CS CS CS CG CG CG CGCG CG CG SF SF SF SF SF SFSFSFSF SF RG RG RG RG RG RG RG MR MR MR MR CSCS CS CS CS MP CG CG CG CG CSCS CS CS CS CS CS CS CS CS VD VD SF SFSF SF SF CG CG CG CGSF SFSF CG CG CG MP MP MP MPMP MP MP MP CS CS CS CS CS CS CS CS CG CG CG CG CG CG SF SF SF SF SFSF SF SF SF CG CG CG CG CG CG CG CG CGCGCG CG CG CG CG WR WR WR WRWRWR WR WR CG CG CG CG CG CGCG CG CG CG CG CG CG CG CG CG 2 B L R D 2 BT120-LPD101 3 BT120-LPD101 4 BT120-LPD101 RESTORE DISTURBED LANDSCAPE IN-KIND FROM DRAINAGE INSTALLATION N 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 LANDSCAPE PLANTING PLAN LAKE STA 401+50 TO LAKE STA 405+50 BT120-LPP106 BT120 T. WALKER T. WALKER L. FRENCH L. FRENCH 0 12/10/2024 TW LF LF ISSUED FOR BID 1"=20' No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 12 / 0 3 / 2 4 | 12 : 4 8 P M | WA L K E R T 1 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ W A L K E R T 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - L P P 1 0 1 - 1 0 6 . D W G S1-BT120-LPP101-106 FACILITY ID: Xrefs: xS1-BT120-CPP001 xS1-BT120-LHP001 xS1-BT120-LPP001 xS1-BT120-CMP001 xBRT-CUD05-TB22x34 xS1-BT120-CLP001 xS1-BT120-VSF100 xS1-BT120-CGP001 xS1-BT120-CDP001 xS1-BT120-LPN101 xS1-BT120-VRX001 xS1-BT120-APP211 xS1-BT120-LTP001 xS1-BT120-GZK010 GB-SEAL-TRW21032616 MAT C H L I N E : L A K E S T A 4 0 1 + 5 0 SEE D W G B T 1 2 0 - L P P 1 0 5 MATCHLINE: SEE DWG BT120-LPP204 MATCHLINE: SEE DWG BT120-LPP202 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 KEY MAP SW GRA D Y WAY 106 LA K E AV E S 102 103 201 202 203 204 205 101 104 105 LAKE AVE SLAKE AVE S N STA T E O F W A SHIN G T O N L I C E N S E D LANDSCA P E A R C HITECTNO . 2 1 0 32616 EX P. 0 7 /1 3/2025 T H O M A S R WAL K E R 0300 RTA/CN 0205-24 jding 11/05/2025 CURRENT PLANNING DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332205 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. BUS BAY 2 BUS BAY 8 BUS BAY 1 RG RG RG RG RGRG RG CG SF MRSF SF SFSFSFSFSF SFCG MR MR MPMP MP MPCG RG RG RGRGRG RG RG RG RGCSCS CSCS CSCS CS CS CS CS CS RG CG CG CGCGCGCG RG MR MR MR MR MR MR MRMRMRMR CSCSCSCS CS CS CS CS CS CS CS CG CG CG CG CG CG CG CG CG CG CGCG CG CG SF SF SFSFSFSFSFSFSFSF RG RG RG RG RG RGRG RG MRMRMRMRMRMRMR MRMR CS CSCS CS CSCS CS CS CG CG CG CGCGCGCGCGCGCGCGCG CS SF SFSFSF SFSF SF SF RGRGRGRG RGRG RG MR MRMRMR MR MR MR CS CS CS CSCSCSCS CG CG CG CGCGCG CG CGCGCGCG SF SF SF SFSFSFSFSFSFSFSFSF RG RG RG RG RG RG RG RG MR MR MRMRMRMRMRMRMR MR CS CS CS CS CS CS CG CGCGCGCG CGCG CGCGCG CG CGCG CG SF SF SF SFSFSFSFSFSF RG RG RG RG RG RG RG CS CSCS 3 BT120-LPD101 4 BT120-LPD101 28 27 26 25 24 N 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 LANDSCAPE PLANTING PLAN S RENTON TRANSIT CENTER BT120-LPP201 BT120 T. WALKER T. WALKER L. FRENCH L. FRENCH 0 12/10/2024 TW LF LF ISSUED FOR BID 1"=20' N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 12 / 0 3 / 2 4 | 12 : 5 0 P M | WA L K E R T 1 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ W A L K E R T 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - L P P 2 0 1 - 2 0 5 . D W G S1-BT120-LPP201-205 FACILITY ID: Xrefs: xS1-BT120-CPP001 xS1-BT120-LPP001 xBRT-CUD05-TB22x34 xS1-BT120-CLP001 xS1-BT120-LPN101 xS1-BT120-CDP001 xS1-BT120-LHP001 xS1-BT120-APP211 xS1-BT120-VSF100 xS1-BT120-LTP001 xS1-BT120-CGP001 xS1-BT120-GZK010 GB-SEAL-TRW21032616 MATCHLINE: SEE DWG BT120-LPP103 MA T C H L I N E : SE E D W G B T 1 2 0 - L P P 2 0 2 MA T C H L I N E : SE E D W G B T 1 2 0 - L P P 1 0 2 MATCHLINE: SEE DWG BT120-LPP203 102 103 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRA D Y WAY 101 104 105 KEY MAP LA K E AV E S 106 STA T E O F W A SHIN G T O N L I C E N S E D LANDSCA P E A R C HITECTNO . 2 1 0 32616 EX P. 0 7 /1 3/2025 T H O M A S R WAL K E R 0301 RTA/CN 0205-24 jding 11/05/2025 CURRENT PLANNING DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332206 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. BUS BAY 7 BUS BAY 6 BUS BAY 5 BU S B A Y 2 BUS BAY 3 BUS BAY 4 RGRGRGRGCG CG RG CG VD VD VDCGCG CG CG SF SF SF SFSFMRMR SF MRMR MRMR MRMRMRMR CS CS CS CSCSCS CGCG CG CGCG CGCG CGCG CG CG CG CG CG SFSFSFSF SFSFSF SFSF RGRGRGRG RG RG RG MRMR MRMRMR CSMRMR MRMR CS CSCS CS CS CGCG CGCGCG CG CG SFSFSF SFSFSF RG RGRG RG RG RGSF MRMRMR MRMRMR CS CS CS CS CS CS CS CGCGCG SFSFSFSFSFSFSF SF SF SFSF SF SFSF RG RG RG RGRG MRMRMRMR MRMR SF SF SF SFSF SFCSCSCSCSCSCSMRCG CGCG CG CG CG CG CG CG SF SF RG RGRGRGRGRGRGMRMRMRMR MRMRMRMR CS CS CS CSCSCS CG CGCG CG CG CG CGCG CG SFSF SF SF SFSF SF SF SF SF RG RG RG RGRG RG RGMRMRMR MRMRMRMR CS CS CSCS CSCS CG CGCG CG CGCG CG SFSF SF SF SFSF SF SF SF SF MP CGCGCG CG CS CS CSSFSF MP MP CS CG SFSF 2 BT120-LPD101 3 BT120-LPD101 4 BT120-LPD101 2 BLRD 2928 2829 3 030 27 N 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 LANDSCAPE PLANTING PLAN S RENTON TRANSIT CENTER BT120-LPP202 BT120 T. WALKER T. WALKER L. FRENCH L. FRENCH 0 12/10/2024 TW LF LF ISSUED FOR BID 1"=20' N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 12 / 0 3 / 2 4 | 12 : 5 1 P M | WA L K E R T 1 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ W A L K E R T 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - L P P 2 0 1 - 2 0 5 . D W G S1-BT120-LPP201-205 FACILITY ID: Xrefs: xS1-BT120-CPP001 xS1-BT120-LPP001 xBRT-CUD05-TB22x34 xS1-BT120-CLP001 xS1-BT120-LPN101 xS1-BT120-CDP001 xS1-BT120-LHP001 xS1-BT120-APP211 xS1-BT120-VSF100 xS1-BT120-LTP001 xS1-BT120-CGP001 xS1-BT120-GZK010 GB-SEAL-TRW21032616 MA T C H L I N E : SE E D W G B T 1 2 0 - L P P 2 0 1 MA T C H L I N E : SE E D W G B T 1 2 0 - L P P 1 0 6 MATCHLINE: SEE DWG BT120-LPP204 102 103 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRA D Y WAY 101 104 105 KEY MAP LA K E AV E S 106 STA T E O F W A SHIN G T O N L I C E N S E D LANDSCA P E A R C HITECTNO . 2 1 0 32616 EX P. 0 7 /1 3/2025 T H O M A S R WAL K E R 0302 RTA/CN 0205-24 jding 11/05/2025 CURRENT PLANNING DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332207 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. VM VM VM VM VM VM VM KG KG KG KGKG KGKG KG KG KG KG KG KG KG KG KG KG KG KG KG KG KG KG KGKGKGKG KGKGKGKGKGKG KGKG KG KG KG KGKG KGKGKG KG KG KG SF SF SF SF SF SF SF SF SF SF SF SFSF SF SF SF SF SF WR WR WR WR WR WR WR WR WR WR WR WR WR WR WR WR WR WR WR WR WR WR WRWRWRWRWRWR WR WR WRWR WR WR WR WR WR WR WR WR CS CS CS CS CS CS CSCS CS CS CS CS CS CS CSCS CS MP MP MP MP MP MP VM VM RG RGRG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RGRGRGRGRG ND ND ND ND ND ND ND ND ND ND ND ND ND NDNDND ND ND ND ND ND ND ND ND NDWR WR WR WR WR WR WR WR WR WR WR WR ND ND ND ND ND ND ND ND RGRGRGRGRGRGRGRG CS CSCS CS CGCG CGCGCGCGCGCG CGCGCGCGCGCG CG CS RG CS CSCSCS CGCG CGCGCGCGCGCG CG RGRGRGRGRGRGRGRGRGCSCSCS CS CS CS CSCSCS MP MP MP MP MP MP MPMP MP MPMP MP MP MP CS WR WR WR WR WRWR WR ND ND NDND ND ND NDND ND ND CGCG CG CGCGCG CG CG CGCG CGCG CG CGCG CGCG CG RG RG RG RGRGRG RGRG RGCSCS CSCS CSCS CS CS CS CS CS CS RG RG RG RG RG CG CG CG CGCG CGCG CS CS CS CS CS CS CGCG CGCG CG CG ND ND NDND ND ND CG CG CG CGCG CG CG CG CGCGRG CS RG RGRG RG CS CSCSND CGCG CG CG ND ND CG CGCGCG CSCS RG RG RG CGCG CG CG CG CG CGCG CG CG CG ND ND ND ND ND ND ND ND NDND ND ND ND NDND ND ND ND SF SFSF SFSF SF SF SF SF SFSF SFSF SFSF SFSF CS CS CS CS CS CS CSCSCS CS CS CS CS ND MR MR MR MR MR CG CG CG CGCGCG CG CGND ND ND ND ND ND CG CGCG CGCG CGCG CS CS CS RG RG RG CG CGCGCG CGCGCG ND ND ND ND ND CG CGCG CGCGCG CG CSCSCS CSCSCS RG RG RGRG CGCG CGCGCGCG CG CGCGCG CS CSCS CS CS CSCS RG RG RG RG CGCG CGCG CG CG ND ND ND ND CG CG CG CG RG RG RGCS CS CS CG CGCG CGCG CG CG CG CG CG CGND NDND NDND ND CGCGCGCG CGCGCG CG CGCG CGCG CG CG ND WR ND ND NDND WR WR WR WR CS CS CS CS CS CGCGCGCGCGCGCGCGCGCG ND ND ND ND ND ND WR WR WR WR WR CSCS CS CS CS WR WR WR WR CG NDNDND CS CS CS CS CS CS ND ND ND WR WR WR WR CS CS CS CS CS CS CS CS SF CS CSCS CS SF HS HS SF SF HS HS ND NDND NDSFSFSF SF SFVDVD VDVD VDCGCGNDNDNDCGCGCG PH PH PH PH MR MR MRMR MR MR MR MR MR MR MRMR MR MR MR MR MR MRMR MR MR MR MR MR MR MR MR MR MR MR MRMR MR MRMR MR MR MR MR MR MRMR MR MR MR MR MR MRMR MR MR MR MR MR MRMRMRMR MR MR MR MR MR MR MRMR MR MRMRMR MR MR MR MRMR MRMRMR MR MR MRMR MR MR MR MRMR MR MR MR MR MR MR MR MR MR MR MR ND ND ND ND ND ND ND ND ND ND ND ND CSCS CS RG CS CS CS ND ND NDND 4 BT120-LPD101 3 BT120-LPD101 6 BT120-LPD101 2VLTS 2 7 28 27 2625 25 2 8 28 3 0 30 N 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 LANDSCAPE PLANTING PLAN S RENTON TRANSIT CENTER BT120-LPP203 BT120 303 0 T. WALKER T. WALKER L. FRENCH L. FRENCH 0 12/10/2024 TW LF LF ISSUED FOR BID 1"=20' N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 01 / 2 3 / 2 5 | 12 : 5 6 P M | WA L K E R T 1 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ W A L K E R T 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - L P P 2 0 1 - 2 0 5 . D W G S1-BT120-LPP201-205 FACILITY ID: Xrefs: xS1-BT120-CPP001 xS1-BT120-LPP001 xBRT-CUD05-TB22x34 xS1-BT120-CLP001 xS1-BT120-LPN101 xS1-BT120-CDP001 xS1-BT120-LHP001 xS1-BT120-APP211 xS1-BT120-VSF100 xS1-BT120-LTP001 xS1-BT120-CGP001 xS1-BT120-GZK010 GB-SEAL-TRW21032616 MA T C H L I N E : SE E D W G B T 1 2 0 - L P P 2 0 4 MATCHLINE: SEE DWG BT120-LPP205 MA T C H L I N E : SE E D W G B T 1 2 0 - L P P 1 0 2 M A T C H L I N E : S E E D W G B T 1 2 0 - L P P 1 0 1 MATCHLINE: SEE DWG BT120-LPP201 102 103 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRA D Y WAY 101 104 105 KEY MAP LA K E AV E S 106 STA T E O F W A SHIN G T O N L I C E N S E D LANDSCA P E A R C HITECTNO . 2 1 0 32616 EX P. 0 7 /1 3/2025 T H O M A S R WAL K E R RTA/CN 0205-24 jding 11/05/2025 CURRENT PLANNING DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332208 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. X ND ND ND ND ND ND ND ND ND NDND ND ND CG CG CG CG CG CGCG VD VD VD SFSF SF SF SFSF VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD MR MRMR MRMRMRMR MR VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM RG RGRG RG RG RG RGRG RGRG RGRG RGRGRG RG RG RG RGRG RGRG RGRG RG CS CS CS CS CSCS CS CSCSCS CS CS CSCSCS CS CS CS CS CS CS CS CSCSCSCSCSCSCSCSCSCSCS CS CSCS CS CS CSCSCSCSCSCSCSCSCS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CGCGCGCGCG CG CG CGCGCGCG CG CG CG CS CS VD VD VD VD VDVD VD VD VD VD VD VD VD VD VD VDVD VDVDVD VD VDVD VD VDVDVD VD KG KG KGKGKGKGKGKGKG KG KGKGKGKGKGKGKGKGKGKGKGKGKGKGKG SF SFSFSFSFSFSFSF SFSFSF SF SF SFSF SFSFSFSF SFSF SFSFSFSF VM VM RGRGRGRG RG RG RGRGRGRGRGRGRG RG RG RG RGRGRGRGRGRGRG RG RG RGRG RG RGRGRG CS CS CSCS CS CSCS CS CS CS CS CS CS CS CS CS CSCS CSCSCS CS CS CS CS CS CSCSCS CS CS CSCS CS CSCS CS CS CS CS CS CS CS CS CS CS CS CSCSCSCSCS CSCSCSCSCS CS CSCSCSCSCS CS CSCSCSCSCSCS CSCSCS CSCSCSCSCSCSCSCSCS CS CS CS CSCS CS CS CS CS CS MP MP MP MP MP VM RGRGRGRGRGRGRG RGRGRGRGRGRGRG RGRGRGRGRG RG RGRGRG RGRGRGRGRGRGRG RGRGRGRGRG RG RGRGRGRG RG RG RG RG RG RG RG RG RGRGRG RGRGRGRGRG RG RG RG RG RG RG RG RG RGRG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RGRG RGRG VDVD VD VD VD VD VD VD VD VD VD VD VD VD VM VM VD VD VD VD VD VD VD VDVD VD VD VD VD VD VM VM VM VM ND ND ND NDND ND NDND VDVDVD VD VDVD VDVD VD VDVDVDVDVDVDVD VDVDVD MP MP MP MP MP MP MP MP MP MP MP MP MP MP MP MP MP MP MP MP MP MP MP MPMP MP KGKG MR NDND ND ND ND NDND ND ND ND ND NDNDNDNDND ND ND NDNDNDND ND NDND ND ND ND ND ND NDND ND NDNDND ND ND CSCSCSCSCS CS CS CS CS CSCS CGCGCGCGCG RG VD VD VD VD VD VD VD VD VD VD VD VD VD VD VDVDVDVDVDVD RG RG RG RGRG RG RGRG VDVDVDVD VDVDVDVDVD VDVD VD VD PAPAPAPAPAPAPAPAPAPA PA PA PAPAPAPAPAPA PA PAPAPA CS CS CS CS CS CS CSCS CSCS CS CS CS CS CS CS CSCSCS CS CS CS CS CS CS CS CSCSCS RG RG RGRG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RGRG WRWRWRWRWRWRWRWR WR WRWRWR WR WRWR WR WR WRWRWR WR WR WR WR WR WR WR WRWRWRWRWRWR WR WRWRWRWRWRWR WR WRWR WRWRWRWRWRWRWR WRWR WRWR KG KG KG KG KGKG KG KG KG KG KG KG KG KG KG KGKGKGKGKG KG KG KG KGKGKG KG KGKG KG KGKG KG KG KG WR WR WR WR WR WR WR WR WR WR ND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND NDNDNDNDND ND ND ND ND NDNDND NDND ND ND NDNDNDNDNDNDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDND CG CG CGCGCGCGCGCGCGCG CG CG CGCGCGCGCG CGCGCGCGCGCGCGCG CGCGCGCGCG CGCGCGCG CG CGCG CG CGCG CGCG CGCG CGCG CG CG CGCGCGCGCG CG CGCGCGCGCGCG CGCG CG CGCGCG CG SF SF SF SF SF SF SF SF SF SFSF SFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF MR MR MR MR MR MR MR MR MR MR MR MR MR MR MR MR MR SFSFSFSF SFSF SFSFSF SF WR WR SF VD MRMR MR MR MR MR ND ND ND ND ND ND ND NDVD VD VD ND ND ND MRMR MR MR MR MR VD VD CGCG CGCG CGCG CGCG CGCG CG CG SF SFSF SFSFSF VDVD VDND VD VD MR MRMR MRMR MR NDND NDVD VD CGCGCG CGCGCG SFSFSF SFSFSFVD VDNDND NDVDVD VDMR MRMR MRMR MR CGCGCG CGCGCG NDND NDVD VD VD ND ND CGCGCG CGCGCG SFSFSF SFSFSF VD VDVD VD NDMR MRMR MRMR MR NDND NDVDVD VD VD VD VDND ND CGCGCG CGCG CGCGCG CGCGCGNDND ND VDCGCGCG CGCGCG VD VDND ND VDSFSFSF SFSFSF NDND ND VD VDVDNDND NDVDVD VDNDND ND CSCS CS CG CGCGCGCG CGCG WR WR WR WR WR WR CSCS CS CS CS CS CS CS CS CS CG CG CG CG CG CG CG CG CG CG CG CG ND ND ND ND ND ND ND ND NDND WR WR WR WR WR WR WR WR WR MP MP VD VDVD MP VD VD VD MP VD VDVD MP VDVD VD VD CG CS WR WR WR WR CGCG CGCG ND ND ND ND NDNDNDND CG CGCG WR CS CS CS CS CSCSCSCSCS CG CG CGCGCGCGCGCG CG CG CG CG CG CGCGCGCG CGND NDND CS CS CS CS CS SF HSHSHSHSHSHS HSHSHSHSHS HSHSHSHSHSHSHS HS HSHSHSHSHSHSHSHSHSHSHSHSHSHSHS HSHS HSHSHSHSHSHSHSHSHSHS HSHSHSHSHSHSHSHSHSHSHS HSHS HSHS HSHSHSHSHSVDVDVD VD VD VDVDVD VD VD VD VD KG VM KGKGKG KG VDVD VDVD VDSF SF SFSFSFSF SFSFSF SFSF SFSF SFSF SF SF SF SF CS CS CSCS CS CS CS CS CS CSCS CS RGRG RGRG RGRG RG RG RGRG RGRG RGRG RG RG RGRG RGRG RGRG RG RG RG RG WR WR WRWR WR WRWR WRWRWR WR WR WRWR WR WR WR WR WR WR WR WR WR WR WR WR WRWR WR WR WR WR WR WR WR WR WR WR WR WR WR WRCG CGCG CGCG CG CG CG CGCG CG CGCG CS SF HS HS SF SF HS HS CB CB CB CB CB CB CB CB CB CB CB CB CB CBCBCB CB CB CB CB CB CB CBCB CB CB CB CB CB CB CB CB CB SFSFSF SF VDVD VDVD VD CGCG CGCG CGND NDND NDND SFSFSF SFSF VD VDVD VDVD CGCGND CGCGCG ND PH PH PH PH ND ND ND NDND ND ND ND CS CS CS RG CSCS CS CS CS CS CS CS ND ND ND ND NDND ND ND NDNDND ND CS CS RG RGRG RG RG RGRGRG RG RG RG RGRGRG RG RG RGCS CS CS CS CS CS CS CSCSCS CS CS CS CS CSCSRG RG VD VDVDVD CS VD VD VDVDVD VD VD VDVDVD VM VM VM VM VM VMCSCS CS CS CS CS CS KGKGKG KG KG KG KG KG KG KG KG KG KG KG KG KG KG KG KG KG KG KG VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSF SF SFSFSFSFSFSFSF SFSFSFSFSFSFSF SFSFSFSFSF SFSFSFSF SFSFSF SFSF SF WRWRWRWRWR WR WR WR WR WR WR WR WRWRWR WRWRWRWR WR WR RGRG RG RG RG RG RG RG RG RGRG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RGRGRG RGRG RG RG CG MP MP MP MP MP MP MP MP MP MP MP MP MP MP CS CS CS CS CS CS CS CS CS CS CS CSCS CSCS CS CS CS CS CS CS CS CSCS CS CGCGCGCGCGCGCGCGCGCG CGCGCG CG CG MP MP MP MP CGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCG CG CG CG CG CG CG CG CG CG CGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCG CGCGCGCGCGCGCG CG CG CG CGCGCGCGCG CGCGCGCG CGCG CGCG NDNDNDNDNDNDNDNDNDNDND ND ND ND ND ND ND ND ND ND ND NDND NDNDNDNDNDNDNDND ND ND ND ND VD VD VD VDVD VD VD VD VD VD VDVD VD VD VDVD VDVD VD VD VD VD VD RG 3 BT120-LPD101 4 BT120-LPD101 2 BT120-LPD101 22+0 0 22+61 30+00 31+00 31+5 0 14 17 18 19 20 21 22 23 24 25 26 R 3 0 . 0 0 R4 0 . 0 0 R 4 0 . 0 0 R 4 5 . 0 0 R3 5 . 0 0 R5 0 . 0 0 R3 5 . 0 0 R5 0 . 0 0 27 28 6BT1 2 0 - L P D 1 0 1 2VLTS 27 27 28 29 29 30 30 28 28 29 27 28 26 2 626 27 262 6 2 8 N 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 LANDSCAPE PLANTING PLAN S RENTON TRANSIT CENTER BT120-LPP204 BT120 304 T. WALKER T. WALKER L FRENCH L. FRENCH 0 12/10/2024 TW LF LF ISSUED FOR BID 1 06/13/2025 TW LF LF ADDENDUM #1 2 07/07/2025 TW LF LF ADDENDUM #3 RTA/CN 0205-24 1"=20' N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 07 / 0 2 / 2 5 | 3: 2 8 P M | WA L K E R T 1 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ W A L K E R T 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - L P P 2 0 1 - 2 0 5 . D W G S1-BT120-LPP201-205 FACILITY ID: Xrefs: xS1-BT120-CPP001 xS1-BT120-LPP001 xBRT-CUD05-TB22x34 xS1-BT120-CLP001 xS1-BT120-LPN101 xS1-BT120-CDP001 xS1-BT120-LHP001 xS1-BT120-APP211 xS1-BT120-VSF100 xS1-BT120-LTP001 xS1-BT120-CGP001 xS1-BT120-GZK010 GB-SEAL-TRW21032616 MA T C H L I N E : SE E D W G B T 1 2 0 - L P P 2 0 3 MA T C H L I N E : SE E D W G B T 1 2 0 - L P P 2 0 5 MATCHLINE: SEE DWG BT120-LPP202 MATCHLI N E : SEE DWG B T 1 2 0 - L P P 1 0 4 MATCHLI N E : SEE DWG B T 1 2 0 - L P P 1 0 5 MA T C H L I N E : SE E D W G B T 1 2 0 - L P P 1 0 6 102 103 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRA D Y WAY 101 104 105 KEY MAP LA K E AV E S 106 STA T E O F W A SHING T O N L I C E N S E D LANDSCA P E A R C HITECTN O . 2 10 32616 EX P. 0 7 /1 3/2025 T H O M A S R WAL K E R 1 3 2 jding 11/05/2025 CURRENT PLANNING DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332209 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. VM VM VM VM VM VM VM VM VM VM VM VM VM VMVM VM VM VM VM VMVM VM VM VM VM VM VM VM SF SFSF SF SF SFSF SF RG RG RG RG RG RG RGRG RG RG RG RG RG RGRGRGRGRGRGRGRG RG RG RG RG RG RG RGRGRGRGRGRG RG RG RG RG RG RG RG RG RGRGRGRGRGRGRG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG CS CS CS CS CS CS CS CS CS CS CS CS CS CS CSCSCSCSCSCS CS CS CSCSCSCSCSCS CS CSCSCS CSCS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CGCGCGCG CG CGCG CGCG CGCGCGCGCG CG CG CG CG CG CG CGCG CG CGCG CG CG CGCG CG CG CG CGCGCG CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CSCS CS RG RG PA PA PA PA PA PA PA PA PA PA PA PA PAPA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PAPAPA PAPAPAPAPA PAPAPAPA RG PA PA PA PA PA PA PA PA PA PAPA CS CS CSCS CG CG CG CGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCG CG CG CGCG CG CG CG CG CG CG CG CG CG CG CGCGCGCGCGCGCG CG CGCG CGCGCGCGCGCGCGCGCGCGCGCGCG CG CG CG CG CG CG CG CGCGCGCGCGCGCGCGCGCGCG CG CG CG CG CGCG CGCG CGCGCG CGCG CGCG CGCG CG CG CG CG CG CGCGCGCGCG CG CG CG CG CGCG CG CG CG KG KG KG KG KG KG KG KG KG SF SF SFSF SFSFSFSFSFSF SF SF SFSF SFSF SFSF VD VD VDVDVDVDVDVDVD VD VD VD VD VD VD VD VD VD VD VD VD VDVD VD VDVD VDVD SF SF SF SF SFSFSFSFSFSFSFSFSFSFSF SF SF SFSFSFSFSFSFSFSFSFSF SF SFSFSFSF KG KG KG KG KG KGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKG KG KG KG KG KG KG KGKGKGKGKGKGKGKGKG KG CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CSCS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS RG RG RG RG RG RG MR MR MR MR MRMR MR MRMR MR MR MR MR MR MR MR MR MRMRMR MRMRMR ND ND ND NDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDND NDND ND NDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDND ND ND NDND NDNDNDNDNDNDND VDVD VD VD VD VD VD VD VD VD VDVD VD VD VM VM VM VD VD VDCG VD VD VD VD VD VDVD VD VD VD CGCG CG CG CGCGCGCGCGCG CS CS MP MP MP MP MP MP MP MPMPMP MP MP MP MP MPMPMP MP MP MP MP MP MP MP MPMP MP SFSFSFSFSFSF SF MR MRMRMRMRMRMRMRMRMRMRMR MRMRMRMRMRMRMRMRMR MR MR MRMR MRMR MR MR MR MR MR MR MR MRMR MRMR MR MR MR MR MR MR MR MR MR MR MR MR MRMRMRMRMR MR MR MR MRMR MRMR MR MR MR MR CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS WR WR WR WR WR WR WR WR WR WR WR WR WRWRWR WRWR WR WRWRWRWR WRWRWRWR WR WR WR WR WR WR WR WR WR WR WR WRWRWR WR WR WR WR WR WR WRWR WR WR WR CS CS CS CS CS CSCSCS CS CSCS CS CS CS CS CS CS CS CS CS CS WR WR WR WR WR WR WRWRWR WR WR WR WR WR WRWR WR WR WR WR WR WR WR WR WR WR WR WR WR WR WR WRWR WR WR CG CG CG CG CG CG CG CG CG CG CG CG CG CG CGCGCG CGCGCGCGCGCGCGCGCG CG CG CG CG CG CG CG CG CG CG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RGRGRGRGRGRG RG RG RGRG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG KGKGKGKG CSCSCS CS CS CSCSCS CS CS CS CS CS CS CGCG CGCG CG CG PAPAPAPA PA PA PA PA PAPAPAPAPAPA PAPAPA PA PA PA PA PAPAPA PA PAPAPAPA PA PACS CS CS CS CS CS CSCSCS CS CS CS CS CS CS CS CS CS CS CS CSCSCSCS CS CS CS CS CS CS CS CGCGCGCGCGCGCGCGCG CGCG CGCG CG CG CG CG CGCGCGCGCGCGCGCG CG CG CG CG CG CG CG CGCG CGCGCGCG CGCGCGCG CGCGCG CG CG CG CG CGCGCG CGCGCG CGCGCGCG CGCGCGCG CG CG CG CGCG CGCG CG CG CG CGCGCGCGCGCG KG KG KG KG KG KG KG KG KG KG KG KG KG KG KG KG KG KG KGKG KGKGKG KG KGKGKGKGKGKGKG KGKGKGKGKG RG RG RG RG RGRG RG RG RG RG RG RG RG RG RGRGRG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG SF SF SF SFSFSF SF SFSFSFSF SFSF SFSFSFSFSFSFSFSFSF SF SFSF SF SFSF SF SF SFSF SFSFSFSFSFSFSF SF SF SF SF SF SF SF KG SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSF VM RG RG RGRG RGRG RG RG RG RG RG RGRG RG RGRG RG MPMPMP MP MP MP MP MP MP MP MP MP MPMP MP MP MP VM VM CG CG CG CG CG CG CG CG CG CG CG CG CG CG CS CS CS CSCSCS CS CS CS CS PA MR MR MR MR MR MR MRMR MR MR MR MR MR MRMRMRMR MRMRMR MRMR MR MR RG RG RG RG RG RGRG RG RG RG RG RG RG RG RG RG ND NDND NDND ND ND ND NDND SF SFSF SFSF SF SF SF SF SFSF SF SF SF SF SF SFSF SF SF SF SF SFSFSF SF SFSF CS CSCS CS CS CS CS CS CSCS CS CS CS CS CS MR RG RGRG RG RG RG RG RG RG RG RG MRMRMRMR MR MR MR MRMR MR CGCG CG CG CGCG CSCS CSCS RG RGRG CG CGCG NDND CGCGCG CGCS CS RG RG CG CGCGCG CG CGNDND ND ND ND CGCG CGCG CGCG CGCG CGCGCG CG CG CGCG CG CG CGCG CGCG CG CG CG CGCG CG CG CG CG CG CG CGCG CG CGCG CG CG CGCG CGCG CS CS CS CS CS CS CS CS CS RGRG RGRG RG RGRG CG CG CGCG CG CG CG CG CG CGCG ND NDND ND ND ND NDND ND CS CS CS CG CGCGCGCGCGCGCGCG CGCGCGCG CGCGCG ND ND ND ND ND WR WR WR WR CS CS CS CS CS CS CS CGCGCG CGCG CGCGCG CG CGCG CGCGCGCG ND ND ND ND ND ND ND ND ND WR WR WR WR WR WR WR CS CSCSCS CS CS CGCGCGCGCGCGCG CGCGCG CGCG CGCG CGCGCGCG WR WRWR WR WR WR WRWR MRMR MR SF SF SF SF SFSF RG RG RG RG KG SF SFSF CG CGCG ND WR WR CG CG CG NDNDND WR WRWRWR CS CS CSCSCSCS ND ND ND ND ND ND ND WR CS CSCSCS CS CS CG CG CG HSHSHSHSHSHSHS HS HS HSHSHSHSHSHS HS HS HS HSHSHS HS HSHS HSHSHSHSHS HS HS HSHS HS HSHS HS HSHS HS HS HS HS HS HS HSHS HS HS HS HSHS HS HS VD VD VD CS CS CS SF SF SF SF SF SFSFSF SF SFSF SFSFSFSFSF SF CSSF VM CS CS CSCS CS CS VD VD VD VD VDVDVDVD VD SFSFSF VD VD VD VD VDKG KG KG KGKGKGKGKGKG KGKG MR MRMR MR MRMR MRMRMR MR MR MRMR MR MR MR MR MRMR CS CS CS CS CS CS CS CS CS PA PAPA PA PAPA PAPA CS VMCSCS CS CS CGCGCGCGCG RG RG RG RG RG RG CGCGCGCGCGCG CGCG CG CG CG CGCGCGCG CBCB CBCB CB CB CB CS CSCB CB CB CB CB CB CB CB CB CB CBCB CB CBCBCBCBCBCB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CBCBCB CB SF CB CB CB CB CBCB CB CB CB CBCB CBCB CB CB CB CB PA PA MR MR MR MR MR MR MRMRMR MRMRMR MR MR MR MRMRMRMR MRMR MR MR MR MR MRMR MR MR MR MRMR MR SFSF SF SF SF KG KG KG KG KGKG ND ND NDND ND ND ND ND RG RG RG RG RGRGRGRG RG RG RG RG RGRGRG RG 3 BT120-LPD101 4 BT120-LPD101 20 + 0 0 1 2 3 4 5 6 7 8 9 10 12 R 5 1 . 9 0 R 4 8 . 5 4 R 5 0 . 0 0 R 2 0 . 0 0 R 1 5 . 0 0 R 1 9 . 8 9 R3 0 . 0 0 BLDG HH 28 29 29 2 7 28 28 27 26 25 24 N 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 LANDSCAPE PLANTING PLAN S RENTON TRANSIT CENTER BT120-LPP205 BT120 305 0 T. WALKER T. WALKER L FRENCH L. FRENCH 0 12/10/2024 TW LF LF ISSUED FOR BID 1"=20' N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 01 / 2 3 / 2 5 | 12 : 5 7 P M | WA L K E R T 1 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ W A L K E R T 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - L P P 2 0 1 - 2 0 5 . D W G S1-BT120-LPP201-205 FACILITY ID: Xrefs: xS1-BT120-CPP001 xS1-BT120-LPP001 xBRT-CUD05-TB22x34 xS1-BT120-CLP001 xS1-BT120-LPN101 xS1-BT120-CDP001 xS1-BT120-LHP001 xS1-BT120-APP211 xS1-BT120-VSF100 xS1-BT120-LTP001 xS1-BT120-CGP001 xS1-BT120-GZK010 GB-SEAL-TRW21032616 MAT C H L I N E : SEE D W G B T 1 2 0 - L P P 1 0 4 MATCHLINE: SEE DWG BT120-LPP203 M A T C H L I N E : S E E D W G B T 1 2 0 - L P P 1 0 1 102 103 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRA D Y WAY 101 104 105 KEY MAP LA K E AV E S 106 STA T E O F W A SHIN G T O N L I C E N S E D LANDSCA P E A R C HITECTNO . 2 1 0 32616 EX P. 0 7 /1 3/2025 T H O M A S R WAL K E R RTA/CN 0205-24 jding 11/05/2025 CURRENT PLANNING DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332210 ROSA GYMNOCARPA NANDINA DOMESTICA 'FIREPOWER' 'DWARF' #NUMBER %PERCENT &AND @ AT ABBV ABBREVIATIONS AC ACRES ALT ALTERNATE APPROX APPROXIMATE B&B BALLED AND BURLAPPED CAL CALIPER CL CENTER LINE CLR CLEAR(ANCE) CONC CONCRETE CONST CONSTRUCTION CONT CONTAINER CF CUBIC FEET CY CUBIC YARDS DIA DIAMETER DWGS DRAWINGS EA EACH ENG ENGINEER EQ EQUAL EQUIV EQUIVALENT EX EXISTING GAL GALLON HT HEIGHT ID INSIDE DIAMETER LF LINEAR FEET MFRS MANUFACTURER'S MAX MAXIMUM MIN MINIMUM OC ON CENTER QTY QUANTITY ROW RIGHT-OF-WAY SCH SCHEDULE SPEC SPECIFICATION SQ SQUARE SQ FT SQUARE FEET SYM SYMBOL TYP TYPICAL 29 SNOW GOOSE CHERRYPRUNUS SERRULATA 'SNOW GOOSE' COLUMNAR NORWAY MAPLEACER PLATANOIDES 'COLUMNARE' BALDHIP ROSE DWARF NANDINA 'FIREPOWER' EXISTING TREES TO REMAIN GRASS PAVER AND LAWN INSTALLATION TREES SHRUBS / PERENNIALS 1.IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE QUANTITIES REQUIRED TO MEET THE SPECIFIED PLANT SPACING. PERCENTAGES LISTED INDICATE PERCENTAGE OF TOTAL PLANTING AREA TO RECEIVE PLANTING MATERIALS. 2.BRING ANY DISCREPANCIES WITH THE DWGS AND/OR SPECS & SITE CONDITIONS TO THE ATTENTION OF OWNER'S REP PRIOR TO PROCEEDING WITH CONSTRUCTION. 3.LOCATE UTILITIES PRIOR TO BEGINNING CONSTRUCTION. 4.VERIFY ALL GRADES WITH THE PROJECT REPRESENTATIVE BEFORE COMMENCEMENT OF PLANTING & SEEDING: a.ALL GRADES SHALL FLOW SMOOTHLY INTO ONE ANOTHER WITH NO ABRUPT TRANSITIONS AND PRODUCE POSITIVE STORMWATER DRAINAGE. b.THE CONTRACTOR IS RESPONSIBLE FOR ANY ADVERSE DRAINAGE CONDITIONS THAT MAY AFFECT PLANT GROWTH UNLESS THE CONTRACTOR CONTACTS THE PROJECT REPRESENTATIVE IMMEDIATELY, INDICATING ANY POSSIBLE PROBLEM. 5.FIELD STAKE OR DEMARCATE PLANTING LOCATIONS FOR PROJECT REPRESENTATIVE REVIEW AND APPROVAL PRIOR TO INSTALLATION. 6.COORDINATE PLANTING LOCATIONS WITH SPRINKLER HEAD LOCATIONS TO AVOID ANY CONFLICTS. 7.ENSURE LAWN AND PLANT MATERIAL RECEIVE ADEQUATE WATER THROUGHOUT ONE (1) YEAR GUARANTEE PERIOD FOR PLANT ESTABLISHMENT, SEE SPECS. 8.INSTALL SHRUBS AND GROUNDCOVERS IN A TRIANGULAR PATTERN PER DETAIL 5/LPD101 AT SPACING SHOWN IN THE PLANT SCHEDULE. 9.TREE LOCATIONS SHOWN ON PLANTING PLANS ARE APPROXIMATE; STAKE ALL TREE LOCATIONS IN THE FIELD FOR OWNER'S REP REVIEW AND APPROVAL PRIOR TO PLANTING; IF FIELD ADJUSTMENTS ARE NECESSARY THE FOLLOWING MIN SETBACKS FOR CENTERLINE OF TREE TRUNKS TO EDGE OF DRIVEWAY, FACE OF CURB OR INTERSECTION AND TO CENTER OF ALL OTHERS SHOWN APPLY: A.STREET AND PEDESTRIAN LIGHTS 15' B.DRIVEWAYS 10' C.INTERSECTIONS (FROM FACE OF CURB)30' D.UNDERGROUND SEWER & WATER LINES 5' E.UNDERGROUND GAS LINES 1' F.UNDERGROUND HIGH PRESSURE GAS LINES 3' G.UTILITY/POWER POLES 5' H.UNDERGROUND FIBER CABLE 2' I.OTHER TREES 15' J.FACE OF CURB 3' K.HYDRANT 5' 31 VM CORNUS SERICEA 'KELSEYI'KELSEY'S DWARF RED-OSIER DOGWOOD GROUNDCOVERS FRAGARIA CHILOENSIS BEACH STRAWBERRY ARCTOSTAPHYLOS UVA-URSI KINNIKINNICK PYRAMIDAL EUROPEAN HORNBEAMCARPINUS BETULUS 'FASTIGIATA'3 INCENSE CEDARCALOCEDRUS DECURRENS13 VINE MAPLEACER CIRCINATUM86 ND RG CG SF CS VD BERBERIS THUNBERGII 'CRIMSON PYGMY' CRIMSON PIGMY JAPANESE BARBERRY POLYSTICHUM MUNITUM SWORD FERN CALOMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' FEATHER REED GRASS WR CISTUS X HYBRIDUS WHITE ROCKROSE VIBURNUM DAVIDII DAVIDII VIBURNUM PENNISETUM ALOPECUROIDES 'HAMLIN' DWARF FOUNTAIN GRASS 'HAMLIN' GRASS PAVER INSTALLATION, SEE DETAIL 2, LPD101 PA SHORE PINEPINUS CONTORTA35 CORNUS SERICEA 'KELSEY'S GOLD'KELSEY'S GOLD DWARFKG JAPANESE SNOWBELLSTYRAX JAPONICA14 6 AMERICAN TILIATILIA AMERICANA 'REDMOND' MP PINUS MUGO 'SLOWMOUND'SLOWMOUND MUGO PINE BIORETENTION - BOTTOM CAREX DEWEYANA DEWYEY'S SEDGE CAREX OBNUPTA SLOUGH SEDGE CAREX TESTACEA ORANGE NEW ZEALAND SEDGE JUNCUS TENUIS SLENDER RUSH HELICTOTRICHON SEMPERVIRENS BLUE OAT GRASSHS 1 GAL. CONTAINER PLANTED AT 24" OC 1 GAL. CONTAINER PLANTED AT 24" OC 1 GAL. CONTAINER PLANTED AT 24" OC 1 GAL. CONTAINER PLANTED AT 24" OC 3745 1532 1171 562 106 955 663 559 458 357 117 253 116 124 2" CAL; B&B/ 16" FABRIC BAG; STRAIGHT TRUNK, AND WELL ROOTED; SYMMETRICAL, FULL & WELL BRANCHED; MIN 6'-0" HT BRANCHING CLEARANCE FOR TREES PLANTED NEXT TO WALKWAYS 2" CAL; B&B/ 16" FABRIC BAG; STRAIGHT TRUNK, AND WELL ROOTED; SYMMETRICAL, FULL & WELL BRANCHED; MIN 6'-0" HT BRANCHING CLEARANCE FOR TREES PLANTED NEXT TO WALKWAYS 2" CAL, B&B; FULL, WELL BRANCHED, & WELL ROOTED 2" CAL; B&B/ 16" FABRIC BAG; STRAIGHT TRUNK, AND WELL ROOTED; SYMMETRICAL, FULL & WELL BRANCHED; MIN 6'-0" HT BRANCHING CLEARANCE FOR TREES PLANTED NEXT TO WALKWAYS 6-8 FT. HT., B&B; FULL, WELL BRANCHED, & WELL ROOTED 2" CAL; B&B/ 16" FABRIC BAG; STRAIGHT TRUNK, AND WELL ROOTED; SYMMETRICAL, FULL & WELL BRANCHED; MIN 6'-0" HT BRANCHING CLEARANCE FOR TREES PLANTED NEXT TO WALKWAYS 2" CAL; B&B/ 16" FABRIC BAG; STRAIGHT TRUNK, AND WELL ROOTED; SYMMETRICAL, FULL & WELL BRANCHED; MIN 6'-0" HT BRANCHING CLEARANCE FOR TREES PLANTED NEXT TO WALKWAYS 2 GAL. CONTAINER PLANTED AT 4' OC 2 GAL. CONTAINER PLANTED AT 4' OC 2 GAL. CONTAINER PLANTED AT 4' OC 4 IN. CONTAINER PLANTED AT 24" OC 4 IN. CONTAINER PLANTED AT 24" OC 2 GAL. CONTAINER PLANTED AT 3' O.C. 2 GAL. CONTAINER PLANTED AT 3' OC 2 GAL. CONTAINER PLANTED AT 3' O.C. 2 GAL. CONTAINER PLANTED AT 4' OC 2 GAL. CONTAINER PLANTED AT 4' OC 2 GAL. CONTAINER PLANTED AT 3' OC 2 GAL. CONTAINER PLANTED AT 4' OC 2 GAL. CONTAINER PLANTED AT 6' OC 2 GAL. CONTAINER PLANTED AT 3' OC 15702 SF 5700 SF PLANTING SCHEDULE: SYM QTY SCIENTIFIC NAME COMMON NAME SIZE / REMARKS LEGEND: PLANTING NOTES: PLANTING ABBREVIATIONS: SYM QTY SCIENTIFIC NAME COMMON NAME SIZE / REMARKS 414 (25%) 414 (25%) 414(25%) 414 (25%) SUMMER SPRITE LITTLE LEAF LINDENTILIA CORDATA 'HALKA'35 2" CAL; B&B/ 16" FABRIC BAG; STRAIGHT TRUNK, AND WELL ROOTED; SYMMETRICAL, FULL & WELL BRANCHED; MIN 6'-0" HT BRANCHING CLEARANCE FOR TREES PLANTED NEXT TO WALKWAYS 6-8 FT. HT., B&B; FULL, WELL BRANCHED, & WELL ROOTED MAHONIA REPENS CREEPING OREGON GRAPE470 2 GAL. CONTAINER PLANTED AT 3' O.C.MR CB FG NASSELLA TENUISSIMA MEXICAN FEATHER GRASS47 2 GAL. CONTAINER PLANTED AT 3' OC PARTHENOCISSUS HENRYANA SILVERVEIN CREEPER4 2 GAL. CONTAINER PLANTED AT 3' OCPH STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 LANDSCAPE PLANTING SCHEDULE LEGEND, NOTES & ABBREVIATIONS BT120-LPS101 BT120 306 1 T. WALKER T. WALKER L. FRENCH L. FRENCH 0 12/10/2024 TW LF LF ISSUED FOR BID 1 06/13/2025 TW LF LF ADDENDUM #1 RTA/CN 0205-24 NTS No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 6 / 2 5 | 3: 1 4 P M | WA L K E R T 1 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ W A L K E R T 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - L P S 1 0 1 . D W G S1-BT120-LPS101 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BT120-LPN101 GB-SEAL-TRW21032616 STA T E O F W A SHING T O N L I C E N S E D LANDSCA P E A R C HITECTN O . 2 10 32616 EX P. 0 7 /1 3/2025 T H O M A S R WAL K E R 1 1 1 1 jding 11/05/2025 CURRENT PLANNING DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332211 MEDIUM WOOD CHIP MULCH - 4" MIN DEPTH, TAPER TO ROOT COLLAR TREE, TYP PREPARED PLANTING SOIL FLUSH ROOT COLLAR PREPARED PLANTING SOIL COMPACTED TO 90% MAX DRY DENSITY UNDER ROOT BALL SLOPE AS REQUIRED TO AVOID UNDERMINING SIDEWALK, CURB AND BASE COURSE UNDISTURBED EX SOIL OR SOIL COMPACTED TO 85% MAX DRY DENSITY; VERIFY POSITIVE DRAINAGE PRIOR TO CONSTRUCTION 24" DEPTH ROOT BARRIER, TYP. SEE NOTE 2 SIDEWALK WITH BASE COURSE, SEE CIVIL DWGS VARIES 2'-0" MIN BR A N C H I N G CL E A R A N C E 2" DIA, 8' LONG DOUG-FIR STAKE TO BE LOCATED OUTSIDE ROOTBALL; MIN 1' EMBEDMENT INTO UNDISTURBED SOIL TREE TIES, DO NOT OVER TIGHTEN 1' - 0 " M I N NOTES: 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 GRASS PAVER UNITS FILLED WITH PREPARED PLANTING SOIL AND INSTALLED IN ACCORDANCE TO THE MANUFACTURES PRODUCT/INSTALLATION SHEET. 8" MIN SUB-BASE FOR PAVER SYSTEM COMPACTED SUBGRADE GEOTEXTILE FOR PAVER SYSTEM 18" LAP OF GEOTEXTILE EDGES OR AS SPECIFIED BY THE MANUFACTURE, WHICHEVER IS GREATER 1/2" PREPARED PLANTING SOIL AND SEEDED PER SPEC SECTION 32 92 00 NOTE: 1.SEE SPEC SECTION 32 13 19 GRASSCRETE/GRASS PAVERS FOR ADDITIONAL REQUIREMENTS STEP 1 STEP 2 STEP 4 STEP 5STEP 3 SE E N O T E 2 MULCHLEVEL WITH TOP OF ADJACENT CURB OR PAVING UNDISTURBED EXIST NATIVE SOIL OR EXIST NATIVE SOIL COMPACTED TO 85% MAX DRY DENSITY 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 10 " SCARIFIED SUBGRADE PREPARED PLANTING SOIL TREE, SHRUB, OR GROUNDCOVER 22 " 6" 6" 6" 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. 4" RO O T B A L L DE P T H PLANTING HOLE TO BE 6" LARGER THAN DIA OF ROOTBALL FOR GROUNDCOVER, 12" LARGER THAN DIA OF ROOTBALL FOR SHRUBS 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 TOP OF ROOT CROWN TO BE FLUSH WITH FINISH GRADE SECTION NOTES: 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 CURB, SIDEWALK OR PAVING EDGE SPECIFIED TRIANGULAR SPACING, SEE PLANTING SCHEDULE CENTER OF GROUNDCOVER OR SHRUB PLANTS, TYP 1/2 SPECIFIED SPACING UNLESS OTHERWISE SHOWN ON PLANS OR SCHEDULE PLAN BUILDING WALL, SEE ARCHITECTURAL WEATHERING STEEL PLANTER EDGE CONCRETE SIDEWALK MEDIUM WOOD CHIP MULCH, SEE SOIL PREPARATION AND SHRUB PLANTING DETAILS PLANTING SOIL, SEE SOIL PREPARATION AND SHRUB PLANTING DETAILS 18 " 6" 6" ANCHOR ACCORDING TO MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. SEE SPEC SECTION 32 31 56, DECORATIVE METAL STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 LANDSCAPE PLANTING DETAILS BT120-LPD101 BT120 T. WALKER T. WALKER L. FRENCH L. FRENCH 0 12/10/2024 TW LF LF ISSUED FOR BID NTS No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 12 / 0 3 / 2 4 | 10 : 1 2 A M | WA L K E R T 1 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ W A L K E R T 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - L P D 1 0 1 . D W G S1-BT120-LPD101 FACILITY ID: Xrefs: xS1-BT120-CPP001 xS1-BT120-LPP001 xBRT-CUD05-TB22x34 xS1-BT120-CLP001 xS1-BT120-LPN101 xS1-BT120-CDP001 xS1-BT120-LHP001 xS1-BT120-APP211 xS1-BT120-VSF100 xS1-BT120-LTP001 xS1-BT120-CGP001 dS1-BT120-CDP001 GB-SEAL-TRW21032616 SOIL PREPARATION IN SHRUB AND GROUNDCOVER AREAS SCALE: NTS 1 - BALL AND BURLAPPED TREE PLANTING SCALE: NTS 3 - SHRUB AND GROUNDCOVER PLANTING SCALE: NTS 4 - SHRUB AND GROUNDCOVER LAYOUT SCALE: NTS 5 - GRASSCRETE/GRASS PAVER PAVEMENT SECTION SCALE: NTS 2 - WEATHERING STEEL PLANTING EDGE SCALE: NTS 6 - STA T E O F W A SHIN G T O N L I C E N S E D LANDSCA P E A R C HITECTNO . 2 1 0 32616 EX P. 0 7 /1 3/2025 T H O M A S R WAL K E R 0307 RTA/CN 0205-24 jding 11/05/2025 CURRENT PLANNING DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332212 ^ ^ ^ ^ ^ ^ ^ ^^^^^^^^^^^ METAL POLE METAL POLE METAL POLE / / / / / / ///// / / / / / / // / // E E E E E E 3 6'4" D P 6'3" D P 6'7" D P 2'2" DP 3'11" DP 3'6" 4'8 " 8'1 1 " 1'7" 2' 6'9" 4'5" (TYP.) ED (TY P . ) 6" TREE30' DLN 1.5' RET WALLPLANTER 1.5' RET WALLPLANTER ND NDND ND NDND ND NDND NDND ND ND RGRGRGRG RG RG RG RG RGRG CGCGRG CG CSCS CS VDVDVDVDVDVD CS SFSFSFSF SFSFSF SF VD VDVD VDVD CGCG CG CGCG CGCGSF SF SF CGCGCG SFSFSFSF CGCGCG CG CG CGCG VD VDVD SFSFSFSF SFSF VDVD VD VD VD VDVD VD VD VDVDVD VDVD VD VD VDVD VD MR MRMR MRMRMRMR MR VM CS CS CS SFSFMRMR SF MR SF SF SF SFSF SFSF SF CG MR MR RGRG RG VM VM VM VM VM VM VM VMVM VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM VMVM VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM SFSFSFSFSFSFSF SF RG RG RG RG RG RG RGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRGRG RGRG RGRGRGRGRGRG RG RGRGRGRG RGRG RG RGRGRGRGRGRGRGRG RGRGRGRGRG RG RG RGRGRGRGRGRG RG CS CS CS CS CS CS CS CS CS CS CSCSCSCSCSCSCSCSCSCS CSCSCSCSCSCSCSCSCSCSCSCS CSCS CSCSCSCSCSCSCSCSCSCS CS CSCSCS CS CSCS CSCS CS CGCGCGCG CG CGCG CGCG CGCGCGCGCGCGCGCG CGCGCGCGCGCGCGCGCGCGCGCG CGCG CGCGCGCG CSCS CS CS CS CSCS CSCSCSCSCS CSCSCSCSCSCSCS CS CSCSCSRGRG PAPAPAPAPAPAPAPAPAPAPAPAPAPA PAPAPAPAPAPAPAPAPAPAPAPAPAPAPAPA PA PAPAPAPAPAPAPA PAPAPAPARG PAPAPAPAPAPAPAPAPAPAPA CS CS CSCS CGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCG CGCGCGCGCG CGCGCGCG CGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCG CGCGCGCGCGCGCGCGCGCGCGCGCGCGCG CG CGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCG CGCGCGCGCG CGCGCGCGCGCGCG CGCG CGCGCGCGCGCGCGCGCGCGCGCGCGCG CGCG CGCGCGCG CG KG KGKG KGKGKG KG KGKG SF SFSFSF SFSFSFSFSFSF SF SFSFSFSFSFSFSF VDVDVDVDVDVDVDVDVDVDVDVDVDVD VDVD VD VDVDVDVD VD VD VDVDVDVDVD SFSFSF SFSFSF SFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSF SFSFSFSF KGKG KG KG KG KG KG KGKGKGKGKGKGKGKGKGKGKGKGKGKG KG KG KGKG KG KG KGKGKGKGKGKGKGKGKG KG CSCSCSCS CSCSCSCS CS CS CS CS CS CSCSCSCSCSCSCSCS CS CSCS CS CS CS CSCSCSCSCS CSCSCS CSCSCS CSCS CS CS CS CS CS CSCSCSCSCSCSCSCSCSCSCSCS CS CSCSCSCSCSCSCSCS CSCSCS CSCS CSCSCS RG RG RG RG RG RG MR MRMR MR MRMRMRMRMRMRMR MRMRMRMRMRMRMRMRMRMRMRMR ND ND ND ND ND NDNDNDNDNDNDNDNDNDNDNDNDNDNDND NDND ND ND NDNDNDNDNDND NDNDNDNDNDNDND NDNDNDNDND NDNDNDNDNDND NDNDNDNDNDND ND NDND ND NDNDNDNDNDNDND VD VDVD VD VDVD VDVDVD VD VDVDVDVD RGRGRGRGRG RG RGRG RGRG RGRGRGRGRG RG RGRG RGRG RGRG RGRGRG CS CSCSCSCSCSCSCSCSCSCS CS CSCSCSCS CS CSCS CS CSCS CSCSCSCS CSCSCS CS CSCSCS CSCSCSCSCSCSCSCS CSCSCSCSCSCSCSCSCSCSCSCSCSCS CSCS CS CS CS CSCSCS CS CS CSCS CS CSCS CGCGCGCGCG CG CGCGCGCGCGCGCG CG CS CS VD VD VD VD VDVD VD VD VDVD VD VD VDVD VD VDVD VDVDVDVDVDVD VDVDVDVDVD KGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKG SFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSF SFSFSFSFSF SFSFSFSFSFSFSFSFSFSF VM VM VM VM VM VM VDVDVDCG VDVDVDVDVD VD VD VDVD VD CGCGCGCGCGCG CG CG CGCGCSCS MP MP MP MP MP MP MP MP MPMP MP MP MP MP MPMPMP MP MPMP MP MP MP MP MP MP MP SFSFSFSFSFSF SF MR MRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMR MRMR MRMR MRMRMRMRMR MRMR MRMR MR MRMR MR MRMRMR MRMRMRMRMRMRMR MR MRMRMR MRMRMRMRMRMR MR MR MR MR MR MR MRMR MR MR CS CS CS CS CSCSCS CS CSCSCS CS CS CSCSCS CS CS CS CS CS CS CS CS CS CS CS WR WR WR WRWR WR WR WR WR WRWR WR WRWRWR WRWR WR WRWRWRWR WRWR WR WR WR WRWRWR WRWRWR WR WR WRWRWRWR WR WR WRWR WR WRWR WRWRWRWRWR CS CS CS CS CS CS CSCSCSCSCSCSCS CS CS CS CS CSCSCSCS CSCSCS CSCS CS CS CS CS CS CSCSCS CS WR WR WR WR WR WR WR WR WR WR WRWRWRWRWRWRWR WR WR WR WR WR WR WR WR WRWRWRWR WR WR WR WR WR WR WR WRWR WRWRWR WR WR WR WR WR WR WR WR WRWR WR CGCGCGCGCGCGCGCG CGCGCGCGCGCGCGCGCGCGCG CGCG CGCG CGCGCG CGCGCG CGCGCGCG CG CGCG RG RGRGRG RG RG RG RG RG RG RGRGRGRGRGRGRGRGRGRGRG RGRGRG RG RGRGRG RG RG RG RG RGRG RG RG RGRG RG RGRG RG RGRG RG RG KGKGKGKGCSCSCSCS CS CSCSCSCS CSCS CSCSCS CGCGCGCGCGCG PAPAPAPA PAPAPAPA PAPAPAPA PAPA PAPAPAPA PA PAPA PAPAPA PA PAPAPAPAPA PA CS CS CSCS CSCS CSCSCS CSCS CSCSCSCSCS CSCS CSCSCSCSCSCS CSCSCS CSCSCS CS CGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCG CG CGCGCGCGCGCGCGCGCGCGCGCGCGCG CG CGCGCGCGCGCG CGCGCGCGCGCGCGCGCGCG CG CGCGCGCGCGCGCGCGCGCGCGCGCGCG CG CG CGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCG KG KG KG KG KG KG KG KGKG KG KG KG KGKGKGKGKGKG KGKG KG KG KG KG KG KG KG KG KG KGKGKGKGKGKGKG KG KGKG KG KGKG KG KGKGKGKGKG KGKGKGKGKGKGKGKG KGKG KGKG KGKGKG KG KGKG RGRGRGRGRG RGRGRGRG RGRGRGRGRGRGRGRGRG RGRGRGRG RG RGRGRG RG RGRG RG RGRGRGRGRGRGRGRGRGRGRGRGRGRG RG RG RGRG RGRG RG RG SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SFSFSFSFSF SFSFSFSF SFSF SFSFSF SFSFSF SFSF SFSFSF SF KG SFSF SFSFSFSFSFSFSFSF SF SF SFSFSFSF SFSFSFSF SFSFSF SFSFSF SFSF SFSFSF SFSFSF SFSFSFSF SFSF SFSF SFSF WRWR WR WR WR WR WR WR WR WRWRWR WRWR WR WRWR WR WR WR WRWRWRWRWRWRWRWRWRWRWRWR WR WR WR WR WR WR WR WR CS CS CS CSCSCSCSCSCSCSCS CS CS CS CS CS CS CSCSCS CSCS CSCSCSCSCSCSCSCSCSCSCS CS CS CSCS CS CSCSCSCS CS CS CS CS CS CSCSCSCS CSCSCSCSCSCSCSCSCSCS CS CSCSCSCSCS CS CSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCS CSCS VM RGRGRGRG RGRGRGRGRGRGRG RGRGRGRGRGRGRGRG RGRGRGRGRGRGRGRGRGRGRGRG RG RGRG RGRGRGRG RGRGRGRGRG RGRG RG CGCGCGWRWRWR WR WRWR WRWRWRWR WR WR WRWRWR MPMP MP MP MP MP MP MP MP MP MP MP MP MP MP MP MP VMVM RGRG RG RG RGRGRGRGRGRGRGRGRGRGRG RGRGRGRGRGRGRGRGRGRGRGRGRGRGRG RG RGRGRG RGRGRGRGRGRGRG RGRGRGRGRG RG RGRGRGRG RGRG RG RG RG RG RGRGRGRGRG RGRGRGRGRGRGRGRGRG RG RG RG RG RGRG RG RG RG RG RG RGRGRGRGRGRG RG RG RG RG RGRG RGRG VDVDVD VD VD VD VD VD VD VD VD VD VD VD VM VMVD VDVD VDVD VDVDVDVDVDVD VDVDVD VM VM VM VM CS CSCSCS CSCSCSCSCS CSCS CSCSCSCSCS CSCS CS CSCSCSCSCS CSCS VM VM VM VM ND NDNDND ND ND ND ND ND ND NDNDNDNDNDNDNDND ND ND ND ND ND ND ND NDND ND NDND ND NDND WR WR WR WR WR WR WR WR WRWRWRWR CGCGCGCGCG CGCGCG CGCGCGCGCG CG VDVDVDVDVDVD VDVDVDVDVDVDVDVDVDVD VDVDVD MP MP MPMP MP MP MP MP MP MP MP MP MP MP MP MP MP MP MP MP MP MP MP MPMP MP KG KGKGKGKGKG KGKGKG KGKGKGKGKGKGKGKGKG KGKGKGKGKGKGKG MRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMR MRMRMRMRMR MRMRMRMRMRMRMRMR MRMRMRMRMRMRMRMRMRMRMRMRMRMR MR MRMR NDNDNDNDNDNDND NDNDNDNDNDNDNDNDND ND ND NDNDNDNDNDNDNDNDNDNDNDND NDND NDNDNDNDNDND CSCSCSCSCSCS CS CSCSCSCS CGCGCGCGCG RGVDVDVDVDVDVDVD VDVDVDVDVDVDVDVDVDVDVDVDVD RG RG RG RGRG RGRGRG VDVDVDVD VDVDVDVDVD VDVD VD VD PAPAPAPAPAPAPAPAPAPAPAPA PAPAPAPAPAPAPAPAPAPA CS CS CSCSCSCS CSCSCSCS CS CSCSCS CS CSCSCSCS CS CS CSCSCS CS CS CSCSCS RG RGRGRGRGRGRGRG RG RG RG RG RG RG RG RGRG RG RG RG RGRGRGRGRG WRWRWRWRWRWRWRWR WRWRWRWR WR WRWRWRWRWRWRWRWRWR WR WRWRWR WR WRWRWRWRWRWRWR WRWRWRWRWRWRWR WRWR WRWRWRWRWRWRWRWRWR WRWR KGKGKGKGKGKGKGKGKGKG KG KG KG KGKG KGKGKGKGKG KGKGKGKGKGKGKGKGKGKG KGKG KGKG KG WR WRWRWR WR WRWR WRWR WR ND ND NDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDND ND NDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDND NDNDNDND NDNDNDND NDND CGCGCGCGCGCGCGCGCGCG CGCGCGCGCGCGCG CGCGCGCGCGCGCGCG CGCGCGCGCG CGCGCGCGCGCGCGCGCGCG CGCGCGCGCGCGCGCGCGCGCGCGCGCG CGCGCGCGCGCG CGCG CG CGCGCG CG SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF MRMRMRMRMRMRMRMR MRMRMRMRMRMRMRMRMRMRMRMRMRMRMR MRMRMR MR SFSFSFSF SFSFSFSFSFSF WRWR SF VD MRMR MRMR MR MR ND ND NDND ND NDND ND ND ND NDND NDRG RGRG RGRGRGRGRG CS CS CS CS CGCGCGCGCGCGCGCGCGCGCGCGCGCGCG CS RG CSCSCSCS CGCGCGCGCGCGCGCGCGRGRGRG RGRG RGRGRGRGCSCSCS CSCS CSCSCSCS MP MPMP MP MP MP MPMPMP MPMP MP MP MP NDND NDVD VD VD NDND ND MRMRMRMRMR MR VD VD CGCGCGCG CGCG CGCGCGCGCGCG SF SFSF SFSFSF VDVD VDND VD VD MR MRMR MRMR MR NDND NDVD VD CGCGCG CGCGCG SFSFSF SFSFSFVD VDNDND NDVDVD VDMR MRMR MRMR MR CGCGCG CGCGCG NDND NDVD VD VD ND ND CGCGCG CGCGCG SFSFSF SFSFSF VD VDVD VDNDMR MRMR MRMR MR NDND NDVDVD VD VDVD VDND ND CGCGCG CGCG CGCGCG CGCGCGNDND ND VDCGCGCG CGCGCG VD VDND ND VDSFSFSF SFSFSF NDND ND VD VDVDNDND NDVDVD VDNDND ND CS WRWRWRWRWRWRWR NDND NDND NDNDNDND NDND CG CGCGCGCGCGCG CG CG CGCGCGCGCGCGCGCG CG RG RG RG RG RGRGRG RGRG RG CSCS CSCSCSCSCSCSCS CS CS CS RGRGRGRG RGCGCGCGCGCG CGCG CS CSCS CSCS CS CGCG CGCG CGCGND NDNDND ND ND CG CG CG CGCGCGCGCGCGCG RG CSRG RGRG RG CS CSCS ND CGCG CG CG NDND CG CGCGCGCSCS RGRG RG CGCGCG CG CG CG CGCGCG CG CGNDND NDND ND ND ND ND ND NDND ND ND NDND ND ND ND SFSFSFSFSFSFSFSFSFSFSF SFSFSFSF SFSF CSCSCSCSCSCSCSCSCS CSCSCSCS ND PA MRMRMRMR MRMRMRMR MRMRMRMRMRMRMRMRMRMRMR MR MRMR MR MR RGRGRGRGRG RGRG RGRG RGRG RGRGRGRGRGNDNDND NDND NDNDNDND ND SF SFSFSFSF SFSFSFSFSFSFSFSF SF SFSFSFSFSFSFSFSF SFSFSF SF SFSFCSCSCS CSCSCSCS CSCSCS CSCS CS CSCS MR RGRG RG RGRGRG RGRG RG RG RG MRMRMRMR MRMR MRMRMR MR CGCGCGCGCGCGCG CGND NDND NDND ND CG CGCG CGCG CGCGCSCSCS RG RGRG CG CGCGCGCGCGCG ND ND NDNDND CGCGCGCGCGCG CGCSCS CSCS CSCS RG RGRG RGCGCGCG CGCGCG CGCGCGCG CSCS CS CS CSCSCS RG RG RG RG CGCG CGCG CG CG NDND ND ND CG CGCGCG RG RGRG CSCS CSCG CGCGCG CG CG CGCG CGCG CG NDNDNDND ND ND CGCG CG CGCGCG CSCS CSCS RGRGRG CGCGCG ND NDCGCGCGCGCSCSRG RG CG CGCGCGCGCG CSCS CS NDND NDND ND CG CGCGCGCGCGCGCGCGCGCGCG CGCGCGCGCGCGCGCGCGCGCGCGCGCG CGCGCG CGCGCGCGCGCGCGCGCGCGCGCGCGCGCSCS CS CSCS CSCSCSCS RGRG RGRG RGRGRG CGCGCGCGCGCGCGCG CG CGCG NDNDND ND NDNDNDNDND CG CGCGCGCGCG ND WR ND NDNDND WR WR WR WR CS CS CS CS CSCGCGCGCGCGCGCGCGCGCG ND ND ND ND ND ND WR WR WR WR WR CSCS CS CS CS CGCGCG NDND WR CS CSCS CSCSCSCSCS CSCSCS WRWRWR WRWRNDNDNDNDNDNDND NDNDNDNDNDND CGCGCGCGCGCGCGCGCGCGCGCGCGCGCG CSCS CSCSCS CSCS CGCGCG WRWRWRWR WRWRWR CS CSCS CS CG CGCGCGCGCGCGCGCGCGCGCGCGCGCGCG NDND ND ND ND WR WRWR WR CSCS CS CSCSCSCS CGCGCG CGCG CGCGCG CG CGCGCGCGCGCG NDND NDNDNDNDNDNDNDWR WRWR WR WR WR WR CSCSCSCS CS CSCSCSCSCS CSCSCSCSCSCSCSCSCS CGCGCGCGCGCGCG CGCGCG CGCG CGCGCGCGCGCG CGCGCGCGCGCGCG CGCGCGCG CG CGCGCGCGCG CGCGCGCGCGCGCG CGCGCGCG CGCGCGCGCG CG CGCGCGCG CG CGCG CGCGCGCG WR WR WR WR WRWR WRWR WRWRWR WR WRWR WR WR WR WRWR WRWR WR WR WRWR NDNDNDNDNDND CS CS CS CS CS CS CS CS CS CS CS CGCGCGCGCGCG CGCG CGCGCGCG NDNDNDND ND NDND ND NDNDWR WRWRWR WRWR WRWRWR WRWRWR CSCSCSCSCSCSCSCS CS RG CGCGCG CGCGCG RG MRMRMRMR MRMRMR MRMRMR CSCSCSCS CSCSCSCS CSCSCSCGCGCGCGCGCGCGCGCGCGCGCGCGCG SFSFSFSFSFSFSFSFSFSF RG RG RGRG RG RGRGRG MRMRMRMRMRMRMRMRMR CS CS CS CS CS CSCSCS CGCGCGCG CGCGCGCGCGCGCG CG MRMRMR WR WR WR WR CG NDNDND CS CS CS CS CS CS ND ND ND WR WR WRWR CSCS CS SFSFSFSFSFSFSF SF RG RG RGRGRGRG RG MRMR MRMRMRMRMR CSCSCSCS CSCSCS CGCGCGCG CGCG CGCGCGCGCG SFSFSFSFSFSFSFSFSFSFSFSF RGRGRGRGRGRGRGRG MRMRMR MRMRMR MRMRMRMR CSCSCS CSCSCS CGCGCGCGCGCGCG CGCGCG CGCGCG CG SFSFSFSF SFSFSF SFSF RGRGRGRGRGRGRG MRMRMRMRMR CSMRMRMRMRCSCSCSCSCS CGCGCGCGCGCGCG SFSFSFSFSFSF RGRGRGRGRGRGSF MRMRMRMRMRMRCSCSCSCSCSCSCS CGCGCG SFSFSFSFSFSFSFSFSFSFSF SFSFSFRGRGRGRGRG MP MP VD VDVD MP VD VDVD MP VD VDVD MP VDVD VD VD MRMRMRMRMRMR SFSFSFSFSFSFCSCSCSCSCSCSMRCGCGCGCGCGCGCGCGCGSFSF RGRGRGRGRGRGRGMRMRMRMRMRMRMRMRCSCSCSCSCSCS CGCGCGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMR MRMRMRMRCSCSCSCSCSCS CGCGCGCGCGCGCGSFSFSFSFSFSFSFSFSFSFRGRGRGRGRGRGRGMRMRMRMRCSCSCSCSCS MP CGCGCGCG CS CSCS CSCSCSCS CS CSCS VD VD SFSFSFSFSF CG CGCG CGSF SFSF CG CG SFSFSF SFSFSF RG RG RG RG KG CG SF SFSF CGCGCG ND WR WR CGCG CG NDNDND WRWRWRWR CSCSCSCSCSCS ND NDNDNDNDND ND WR CSCSCSCS CGCGCGCGCGCG CGCGCG CG CGCGCGCGCGCGCG CG ND NDNDNDND ND ND ND WRWR WR WRWRWR WR WR CS CS CSCSCSCSCSCSCSCGCGCGCGCGCG CGCGCGCGCG NDNDND ND ND ND ND NDWR WRWRWRWRWR WR CGCGCG NDNDND ND CSCSCSCSCSCSCSCSCS NDNDNDND NDNDNDNDND WR WRWR WRWR WR WR WR WR WRCSCSCSCSCSCSCSCSCSCS WR WRWR WR CGCG CGCG NDNDNDNDNDNDNDND CG CGCG WR CSCSCSCSCSCSCSCSCSCGCGCGCGCGCGCGCG CGCGCGCGCGCGCGCGCGCGND NDND CGCGCG CSCS CS CS CS SF CGCG CG ND ND ND ND WRWRWRWRWRCS CSCS CSCS CSCGCG CG CGCGCG CSCS CS CS HSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHS HSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHS HSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHSHS MP MP MP MP MP MP MP MPCSCSCS CS CS CSCSCS CG CG CGCGCGCGSFSFSF SFSFSF SFSFSF CG CGCGCGCGCGCGCGCG CG CGCG CG CG CG RG WR WRWR WRWR WRWRWR RG RGRG RGRGRG RG RG RGRG RG RG RG RG NDND ND NDNDND NDND NDND ND NDNDNDND NDNDCGCG CGCGCGCGCGCG CGCG CGCGCGCGCGCG CGCGCGCGWRWRWRWR WR WRWRWRRGRGRGRG NDND VD VD VDCS CSCS SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF CS SF VMCSCS CSCSCSCS VDVDVDVD VDVDVDVD VDSFSFSF VDVD VDVD VDKGKGKGKG KGKGKGKGKGKGKGMR MRMRMRMRMRMRMRMRMR MRMRMRMRMRMR MR MRMR CS CS CSCS CS CSCS CS CSPA PAPAPAPAPA PAPACS VMCSCSCSCS CGCGCGCGCGRGRGRGRG RGRGRG VDVD VD VD VDVDVDVDVD VDVDVD KG VMKGKGKG KGKG KG KGKGKGCSCS CSCS CSWR WRWRWR WR WR WRWRWR WR WRWRWRWRWRCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCG VDVD VDVD VDSF SF SFSFSFSFSFSFSFSFSF SFSF SFSFSFSFSF SF CSCS CSCSCSCSCS CS CS CSCSCS RGRG RGRGRGRG RG RG RGRG RGRG RGRG RG RG RGRG RGRG RGRGRG RGRG RG WR WR WRWRWRWRWRWRWRWR WRWR WRWR WR WRWRWR WR WR WR WRWRWR WRWR WRWRWR WR WR WR WRWR WRWR WR WRWRWRWR WRCGCGCG CGCGCGCG CG CGCGCGCGCGCGCGCG CSSF HS HS SF SFHS HS CB CB CBCBCB CB CBCS CSCB CB CB CBCB CBCB CBCBCB CBCBCB CB CBCBCB CBCB CBCBCB CBCB CBCBCB CBCB CB CBCBCB CBCBCB CBCB CB SF CBCBCB CBCBCB CB CB CB CBCB CBCB CBCBCB CB CBCB CBCBCS KG CB CBCB CBCB CB CB CB CB CBCBCB CBCBCBCB CBCB CBSF CBCBCBCB CBCBCB CB CBCBCBCB CBCB CB CBCB CB CB CB FGFGFGFGFGFG FGFGFGFGFGFGFGFGFGFGFGFGFGFGFGFGFGFG FGFGFGFG FG FGFG FGFGFGFGFG FGFGFGFGFGFGFGFGFGFG SFSFSFSFVDVD VDVD VD CGCGCGCG CGND NDND NDND SFSFSFSFSF VD VDVD VDVD CGCG NDNDNDCGCGCG NDND NDND RGRG PAPA FG ND PH PH PH PH NDNDND MR MRMRMR MRMR MRMRMRMR MRMR MR MRMR MR MR MRMR MR MRMR MR MR MR MRMR MR MRMR MRMR MRMRMR MR MRMRMRMR MRMRMRMRMR MRMRMRMR MRMRMRMRMRMR MRMRMR MR MR MR MR MRMR MRMR MR MRMRMRMRMRMRMRMR MRMRMRMRMRMR MRMR MRMR MRMRMRMRMRMRMRMRMRMR MRMRMRMR MRMR MRMR MR MR MRMRMR MRMRMR MRMRMRMRMR MRMRMRMR MRMR MRMR MR MR MR MRMR MR MR SFSFSFSFSFKGKG KGKGKGKG ND ND ND NDND ND ND NDNDND NDNDND CSCS CS RG CSCSCS CS CSCS CS CS NDNDNDND NDNDNDNDND NDNDNDNDND CSCS RGRGRG RG RG RGRGRG RG RG RG RGRGRGRG RGRGCSCSCS CSCS CS CSCSCSCS CS CSCS CS CSCSRG RG VD VDVDVDCS VD VD VDVDVD VD VD VDVDVD VM VM VM VM VM VMCSCS CS CSCSCSCS KGKGKGKG KG KG KG KG KG KG KGKG KGKG KG KGKG KG KG KG KGKG VD VD VD VD VD VD VD VDVD VD VD VD VD VD VD VD VD VD VD VD VD VD VDVD SFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF WRWRWRWRWRWRWR WR WR WRWR WRWRWRWR WRWRWRWRWRWR RGRGRG RG RG RG RG RG RGRGRGRGRGRGRGRGRG RG RG RGRG RG RG RG RG RG RGRGRG RGRG RG RG CG MP MP MP MP MPMPMP MP MP MP MP MP MP MP CSCSCSCSCSCSCSCSCSCSCSCSCS CSCS CS CS CS CS CS CS CS CSCS CS CGCGCGCGCGCGCGCGCGCG CGCGCGCGCG MP MP MP MP CGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCG CGCGCGCGCG CG CGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCG CGCG NDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDND ND ND VD VDVD VDVDVD VD VD VDVDVDVDVDVDVDVD VDVDVDVDVD VD VD RG RG / / / / / / / / / // / / / / / / / //////////// M BF RF B B B B T B K K KK B R B K B MM K GK T T K B B B B B B B B B B B B LAA A A A M K K K K M M L B BB B B D B A A B B B R B A M T B A B A A B B K K K KK K M M L M L B B L K K K M L M MM M M M M T M K K K B B K M B K TT M M M M B B B A B B B B T T T TB B T M B L M M M M M M M M M M M M M K T M L B T T T T T T T T T T T T T T T T T T T T T T G B B B B B B K K K L M K K M M M T M M M M M M M M M M M M M MM M M M M M M M T M M T M M M M M M K M M M M M M M M M M T T T B B B B B B B B B B AA A A A A B AA A M M M M M M2BF2 MV MVFS FSRF M K B B K M T T M M T T POC D K K K K K K K K M M M M M M M TMMM K K K KT K M M M G T M M K K K K B B B B B A B K K G K BK G B B BM B G O K K K K B K M M K K B K K K K G M M K K K K K K K K M M M M L K M M K K K MM M B B B B B T M M M M M M T T MM M M M M MM M C2 T T PO C 1" T 1"T 1" 3" C B B B B B A A A Y KY R R R R R B M B Y O T STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 LANDSCAPE IRRIGATION PLAN AREA PLAN AND GENERAL NOTES BT120-LRP100 BT120 308 1 A. KRINGEL A. KRINGEL L. FRENCH L. FRENCH 0 12/10/2024 AK LF LF ISSUED FOR BID 1 06/13/2025 AK LF LF ADDENDUM #1 RTA/CN 0205-24 1"=80' No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 5 / 2 5 | 1: 4 7 P M | WA L K E R T 1 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ W A L K E R T 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - L R P 1 0 0 . D W G S1-BT120-LRP100 FACILITY ID: Xrefs: xS1-BTP120-CPP001 xS1-BTP120-CMP001 xBRT-CUD05-TB22x34 xS1-BTP120-VSF100 xS1-BT120-LPP001 xS1-BT120-LRN101 xS1-BT120-LRP001 xS1-BT120-VRX001 xS1-BT120-LHP001 xS1-BT120-GZK020 GB-SEAL-TRW21032616 N SCALE IN FEET 0 (CUSTOM) 80 40 80 160 HA R D I E A V E S GRADY W A Y LA K E A V E S SR - 1 6 7 RAI N I E R A V E S NORTH DRIVEWAY SOUTH DRIVEWAY102 103 201 202 203 204 205 101 104 105 106 107 CROSS REFERENCING OF DRAWINGS BASE SHEET TITLE 1"=20' DRAWING SETS S1-BT120-LRP101 S1-BT120-LRP102 S1-BT120-LRP103 S1-BT120-LRP104 S1-BT120-LRP105 S1-BT120-LRP106 NOT USED 101 102 103 104 105 106 107 CROSS REFERENCING OF DRAWINGS BASE SHEET TITLE 1"=20' DRAWING SETS S1-BT120-LRP201 S1-BT120-LRP202 S1-BT120-LRP203 S1-BT120-LRP204 S1-BT120-LRP205 201 202 203 204 205 AREA MAP 1" = 80' STA T E O F W A SHIN GT O N L I C E N S E D LANDSCA P E A R C HITECTN O . 2 1 032616 EX P . 0 7 /1 3/2025 T H O M A S R WAL K E R 1 jding 11/05/2025 CURRENT PLANNING DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332213 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI POP-UP TURF ROTATOR - 22-30' RADIUS 4IN. 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. 31 40 POP-UP SHRUB ROTATOR - 13-21' RADIUS 12IN. 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. 94 40 POP-UP SHRUB ROTATOR - 22-30' RADIUS 12IN. 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. 91 40 POP-UP SHRUB ROTATOR - 6-12' RADIUS 12IN. 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) 363 40 POP-UP SHRUB ROTATOR - 8-15' RADIUS 12IN. 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. 148 40 POP-UP SHRUB ROTATOR, CORNER NOZZLE - 8-15' RADIUS 12IN. POP-UP WITH FACTORY INSTALLED CHECK VALVE, FLOGUARD, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE. T=TURQUOISE ADJ ARC 45-105. 56 40 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY LOW FLOW DRIP CONTROL KIT 1IN. LOW FLOW VALVE, 3/4IN. PRESSURE REGULATING RBY FILTER, AND 30PSI PRESSURE REGULATOR. 1 AREA TO RECEIVE DRIPLINE ON-SURFACE PRESSURE COMPENSATING DRIPLINE 0.9 GPH EMITTERS AT 12" O.C. DRIPLINE LATERALS SPACED AT 12" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. UV RESISTANT. 123.5 L.F. 800 A 800 F B Y A K G R B Y A M L O T POP-UP SHRUB ROTATOR - 31-35' RADIUS 12IN. POP-UP WITH CHECK VALVE, FLOGUARD, PRESSURE REGULATED TO 40 PSI. LB=LIGHT BROWN, ADJUSTABLE ARC, 90-210. 6 40 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY REMOTE CONTROL VALVE 1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. WITH PRESSURE REGULATING MODULE, AND SCRUBBER TECHNOLOGY. 26 QUICK COUPLING VALVE 1" BRASS QUICK-COUPLING VALVE, WITH CORROSION-RESISTANT STAINLESS STEEL SPRING, LOCKING THERMOPLASTIC RUBBER COVER AND 2-PIECE BODY. 17 BALL VALVE - BRASS- LINE SIZE 6 GATE VALVE 2 MASTER VALVE 2" NORMALLY OPEN BRASS MASTER VALVE THAT PROVIDES DIRTY WATER PROTECTION. 2" SIZE. 2 DRAIN VALVE 2 DOUBLE CHECK BACKFLOW PREVENTER 1"1 DOUBLE CHECK BACKFLOW PREVENTER 2"1 CONTROLLER - GRADY WAY MODEL TO BE DETERMINED. SHALL BE COMPATIBLE WITH CITY OF RENTON REQUIREMENTS MINIMUM 2 STATIONS. TO BE INSTALLED IN EXTERIOR STAINLESS STEEL PEDESTAL. 1 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 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. 1 RAIN AND FREEZE SENSOR CONDUIT INSTALLATION, MOUNT PER DETAIL. NORMALLY CLOSED SWITCH. 2 1-1/2IN. FLOW SENSOR BRASS MODEL. OPERATING RANGE 4.0 GPM TO 80.0 GPM. 2 WATER METER 1" SEE CIVIL PLANS 1 WATER METER 2" SEE CIVIL PLANS 1 POINT OF CONNECTION EXISTING IRRIGATION AT RAINIER & HARDIE - VERIFY LOCATION 1 POINT OF CONNECTION 1"1 IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 - SIZE PER PLAN 13,531 L.F. IRRIGATION MAINLINE: PVC SCHEDULE 40 - 3" SIZE UNLESS NOTED OTHERWISE SOLVENT WELD W/THRUST BLOCKS 3,979 L.F. PIPE SLEEVE: PVC SCHEDULE 40 - TWICE THE SIZE OF PIPE 1,666 L.F. D Valve Number Valve Size Valve Flow Valve Callout ## #" MV BF2 BF C2 C RF FS M2 M POC POC STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 LANDSCAPE IRRIGATION NOTES S RENTON TRANSIT CENTER BT120-LRN101 BT120 309 1 A. KRINGEL A. KRINGEL L. FRENCH L. FRENCH 0 12/10/2024 AK LF LF ISSUED FOR BID 1 06/13/2025 AK LF LF ADDENDUM #1 RTA/CN 0205-24 NTS No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 6 / 2 5 | 3: 2 5 P M | WA L K E R T 1 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ W A L K E R T 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - L R N 1 0 1 . D W G S1-BT120-LRN101 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 Z_HOLD_xS1-BT120-LRP001 GB-SEAL-TRW21032616 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. WATER USE CALCULATIONS: 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 IRRIGATION SCHEDULE: STA T E O F W A SHIN G T O N L I C E N SE D LANDSCA P E A R C HITECTN O . 2 10 32616 EX P . 0 7 /1 3/2025 T H O M A S R WAL K E R GENERAL NOTES: 1 1 jding 11/05/2025 CURRENT PLANNING DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332214 RAINIER AVE S VM VM VM VM VM VM VM VM VM ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDMP MP MP MP MP MR MR MR MR MR MR MR MR MR MR MRMRMR MR MR MR MR MRMRMRMRMR MRMRMRMRMR MR MR MR MR MR MR MR MR MR MR MR MR MR CSCSCSCSCS CS CSCSCS CS CS CS CS CS CS CS CS CS CSCSCSCSCS CS CS CS CS WR WR WRWR WRWRWRWR WR WR WRWR WR WR WR WR WR WR WR WR WR WR WR WR WR WR WR WR WR WR WR WR WR WRWR WR WR WR WR WR WR WR WRWRWR CSCSCS CSCSCSCS CS CS CS CS CS CS CSCS CS CS CS CS CS CSCSCSCSCS CS CG CG CG CG CGCGCGCGCGCGCGCG CG CG CG CG CG CG CG CG CG CG CG CG CG CG CGCGCGCGCGCGCG CG CG CG RG RG RGRG RGRGRGRGRGRG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RGRG RG RGRGRGRGRG RG RG RG RG RGRGRG RG RG RG RG CG CG CG CGCGCGCGCGCGCGCG CG CG CG ND ND ND ND ND ND ND ND ND ND NDNDND SF SF SF SF SF SFSF SF SF SF SF SF SFSF SFSF SFCS CS CS CS CS CS CS CS CSCS CS CS CS ND PA MRMR MR MR MRMR MR MR MR MR MR MR MR MR MR MR MRMR MR MR MR MR MRMR RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG ND ND ND ND NDND ND ND ND NDSF SF SF SF SF SF SF SFSFSF SF SFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF CS CS CSCS CS CS CS CS CS CS CS CS CSCS CS MR RG RG RG RG RG RG RG RG RGRGRG MR MR MR MR MR MR MR MR MR MR CG CG CG CG CG CG CG CG CG CG CG CG CG CG CG CG CG CG CG CG CG CG CG CG CG CG CG CG CG CG CGCG CG CG CG CG CG CG CG CG CG CG CG CS CSCS CS CSCS CS CS CS RG RGRG RG RG RG RG MRMR MR MR MR MR MR MR MR MR MR MR MR MR MR MR MR MR MR MR MR MR MR MR MR MR MR MR MR B B BB B B AA T T T G B B B B B B K K K L M K K 34" 34" 34"114" 114" 16 112" N 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 LANDSCAPE IRRIGATION PLAN RAINIER STA 200+00 TO RAINIER STA 204+00 BT120-LRP101 BT120 310 A A. KRINGEL A. KRINGEL L. FRENCH L. FRENCH 0 12/10/2024 AK LF LF ISSUED FOR BID 1 06/20/2025 AK LF LF ADDENDUM #1 A 10/24/2025 TW CP CP CoR Permit Revisions - CNWD #001 RTA/CN 0205-24 1"=20' N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 3 / 2 5 | 4: 4 2 P M | WA L K E R T 1 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ W A L K E R T 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - L R P 1 0 1 - 1 0 6 . D W G S1-BT120-LRP101-106 FACILITY ID: Xrefs: xS1-BTP120-CPP001 xS1-BTP120-CMP001 xBRT-CUD05-TB22x34 xS1-BTP120-VSF100 xS1-BT120-LPP001 xS1-BT120-LRN101 xS1-BT120-VRX001 xS1-BT120-LHP001 xS1-BT120-GZK010 GB-SEAL-TRW21032616 xS1-BT120-LRP001 IRRIGATION MAINLINE WATER METER DOUBLE CHECK VALVE ASSEMBLY PER CITY OF RENTON STD PLAN 340.8 IRRIGATION CONTROLLER SEE BT120-LRP100 FOR IRRIGATION SCHEDULE & NOTES. 1 KEY NOTES: 2 3 4 MA T C H L I N E : R A I N I E R S T A 2 0 4 + 0 0 SE E D W G BT 1 2 0 - L R P 1 0 2 MATCHLI N E : G R A D Y S T A 1 5 1 + 0 0 SEE DWG BT120-LR P 1 0 4 MATCH L I N E : SEE D W G BT120 - L R P 2 0 5 MATCHLINE: SEE DWG BT120-LRP205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 KEY MAP SW GRAD Y WAY 101 LA K E AV E S 102 103 201 202 203 204 205 104 105 106 STA T E O F W A SHIN G T O N L I C E N S E D LANDSCA P E A R C HITECTN O . 2 1 0 32616 EX P . 0 7 /1 3/2025 T H O M A S R WALK E R A jding 11/05/2025 CURRENT PLANNING DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332215 RAINIER AVE S HARD I E A V E S W R G R G R G W R W R W R W R W R C S C S C S C S C S C G C G C G C G C G C G C G C G C G C G N D N D N D N D N D N D W R W R W R W R W R C S C S C S C S C S C G C G C G N D N D W R C S C S C S C S C S C S C S C S C S C S C S W R W R W R W R W R N D N D N D N D N D N D N D N D N D N D N D N D N D C G C G C G C G C G C G C G C G C G C G C G C G C G C G C G C S C S C S C S C S C S C S C G C G C G W R W R W R W R W R W R W R W R W R W R W R W R C S C S C S C S C S C S N DN DN D W R W R W R W R C S C S C S C G C G C G N D N D N D N D W R W R W R W R W R C S C S C S C S C S C S C G C G C G C G C GC G C S C S C S C S F G F G F G F G F G F G F G F G F G F G F G F G F G F G F G F G F G F G F G F G F G F G F G F G F G F G F G F G F G F G F G F G F G F GF G F G B B K M T T M M T T 3-14.48 1" POC 34" 3-22.43 1" 3-38.86 1" 34" T T 34" N 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 LANDSCAPE IRRIGATION PLAN RAINIER STA 204+00 TO RAINIER STA 208+50 BT120-LRP102 BT120 311 A A. KRINGEL A. KRINGEL L. FRENCH L. FRENCH 0 12/10/2024 AK LF LF ISSUED FOR BID 1 06/20/2025 AK LF LF ADDENDUM #1 A 10/24/2025 TW CP CP CoR Permit Revisions - CNWD #001 RTA/CN 0205-24 1"=20' N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 3 / 2 5 | 4: 4 2 P M | WA L K E R T 1 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ W A L K E R T 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - L R P 1 0 1 - 1 0 6 . D W G S1-BT120-LRP101-106 FACILITY ID: Xrefs: xS1-BTP120-CPP001 xS1-BTP120-CMP001 xBRT-CUD05-TB22x34 xS1-BTP120-VSF100 xS1-BT120-LPP001 xS1-BT120-LRN101 xS1-BT120-VRX001 xS1-BT120-LHP001 xS1-BT120-GZK010 GB-SEAL-TRW21032616 xS1-BT120-LRP001 1 1 CONNECT NEW IRRIGATION MAINLINE TO EXISTING SYSTEM IN THIS GENERAL LOCATION 102 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 KEY MAP SW GRA D Y WAY LA K E AV E S 103 201 202 203 204 205 101 104 105 106 MA T C H L I N E : R A I N I E R S T A 2 0 8 + 5 0 SE E D W G BT 1 2 0 - L R P 1 0 3 M A T C H L I N E : R A I N I E R S T A 2 0 4 + 0 0 S E E D W G B T 1 2 0 - L R P 1 0 1 MATCHLINE: SEE DWG BT120-LRP203 MATCHLINE: SEE DWG BT120-LRP201 POINT OF CONNECTION TO EXISTING IRRIGATION (GENERAL LOCATION, TO BE MOVED AS NECESSARY PER ACTUAL MAINLINE LOCATION) ADD NEW HEADS & LATERALS TO EXISTING CIRCUIT IN MEDIAN. MATCH NEW SPRINKLERS TO EXISTING. IRRIGATION MAINLINE WATER METER DOUBLE CHECK VALVE ASSEMBLY PER CITY OF RENTON STD PLAN 340.8 IRRIGATION CONTROLLER SEE BT120-LRP100 FOR IRRIGATION SCHEDULE & NOTES. 1 KEY NOTES: 2 3 4 1.EXISTING IRRIGATION SYSTEM IS ASSUMED BASED ON SITE PHOTOS 2.EXACT SYSTEM LOCATIONS ARE NOT KNOWN DURING DESIGN, CONTRACTOR SHALL VERIFY EXACT LOCATIONS 3.SPRINKLERS HEADS ARE SHOWN, BUT CONTRACTOR SHALL MATCH WHATEVER IRRIGATION TYPE (DRIP TUBING, SPRINKLERS, ETC) IS EXISTING 4.PROTECT EXISTING IRRIGATION SYSTEM COMPONENTS UNLESS THEY ARE WITHIN AN AREA TO BE DEMOLISHED AND REBUILT. 5.CONNECT TO EXISTING MAINLINES AND CONTINUE SYSTEM OPERATION AS MUCH AS POSSIBLE TO PROVIDE WATERING TO LANDSCAPE AREAS OUTSIDE OF THE PROJECT STA T E O F W A SHIN G T O N L I C E N S E D LANDSCA P E A R C HITECTN O . 2 1 0 32616 EX P . 0 7 /13/2025 TH O M A S R WAL K E R MODIFICATION TO RAINIER AVE IRRIGATION: A jding 11/05/2025 CURRENT PLANNING DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332216 S W 7 T H S T S 7 T H S T 1 ' 7 " 2' 6'9" 4'5" ED (TYP.)RAINIER AVE S R GW R W R W R W R W R W R W R W R R G R G R G R G R G R G R G R G R G R G R G R G R G R G N D N D N D N D N D N D N D N D N D N D N D N D N D N D N D N D N D C G C G C G C G C G C G C G C G C G C G C G C G C G C G C G C G C G C G C G C G W R W R W R W R W R W R W R W R R G R G R G R G N D N D F G F G F G F G F G F G F G F G F G F G F G F G F G F G F G N D N D N D N D R G R G F G N D N D N D T T T M M M M M M M M M N 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 LANDSCAPE IRRIGATION PLAN RAINIER STA 208+50 TO RAINIER STA 212+42.13 BT120-LRP103 BT120 312 A A. KRINGEL A. KRINGEL L. FRENCH L. FRENCH 0 12/10/2024 AK LF LF ISSUED FOR BID 1 06/20/2025 AK LF LF ADDENDUM #1 A 10/24/2025 TW CP CP CoR Permit Revisions - CNWD #001 RTA/CN 0205-24 1"=20' N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 3 / 2 5 | 4: 4 3 P M | WA L K E R T 1 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ W A L K E R T 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - L R P 1 0 1 - 1 0 6 . D W G S1-BT120-LRP101-106 FACILITY ID: Xrefs: xS1-BTP120-CPP001 xS1-BTP120-CMP001 xBRT-CUD05-TB22x34 xS1-BTP120-VSF100 xS1-BT120-LPP001 xS1-BT120-LRN101 xS1-BT120-VRX001 xS1-BT120-LHP001 xS1-BT120-GZK010 GB-SEAL-TRW21032616 xS1-BT120-LRP001 103 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 KEY MAP SW GRA D Y WAY LA K E AV E S 102 201 202 203 204 205 101 104 105 106 MA T C H L I N E : R A I N I E R S T A 2 0 8 + 5 0 SE E D W G BT 1 2 0 - L R P 1 0 2 M A T C H L I N E : S E E D W G B T 1 2 0 - L R P 2 0 1 IRRIGATION MAINLINE WATER METER DOUBLE CHECK VALVE ASSEMBLY PER CITY OF RENTON STD PLAN 340.8 IRRIGATION CONTROLLER SEE BT120-LRP100 FOR IRRIGATION SCHEDULE & NOTES. 1 KEY NOTES: 2 3 4 NO LANDSCAPE IRRIGATION WORK ON THIS SHEET FOR MODIFICATION TO RAINIER AVE IRRIGATION, SEE NOTES ON BT120-LRP102 STA T E O F W A SHING T O N L I C E N S E D LANDSCA P E A R C HITECTN O . 2 10 32616 EX P . 0 7 /1 3/2025 T H O M A S R WAL K E R A jding 11/05/2025 CURRENT PLANNING DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332217 S GRADY WAY 8' 1 1 " VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM SFSFSF SF SFSF SF CS CGCGCGCGCGCGCGCGCGCGCG CGCGCGCG KG KG KG KG KG KG KGKGSF SF SF SF SF SF SF SF SF SF SF SFSFSFSF SFSF SF VDVDVDVDVDVDVDVD VD VDVDVDVD VD VD VD VDVDVD VD VD VD VD VD VD VD VD CSCSCSCS CS CS CS CS CS CS CS CS CS CSCSCSCS CS CS CS CS CS CS CS CS CS CS CSCSCS CS CS CS CS CS CS CSCS CS CS CS CS CS CS CS CS CS CSCS CS CS CSCSCS CSCS CS CS CS CSCSCSCS CS CSCS CSCSCS CS CS CSCS CS RG RG RG RG RG RG MR MR MR MR MRMRMRMRMRMR MR MR MRMRMRMR MRMRMR MR MR MRMR VD VDVD VD VDVD VD VDVD VDVD CSCSCSCSCS CS CS CSCS CSCS CSCSCS CSCSCSCSCSCSCSCSCSCS CSCS KGKGKGKGKG KG KG KG KG KGKGKGKGKGKG KG KG KG KG KG KGKGKGKG SF SF SF SF SFSF SF SF SF SF SF SF SFSF SFSF SF SFSFSF SFSF SF SFSF SFSF SF SFSFSF SFSFSF SFVM VM VM VM VM VD VD VD VDVD VD VD VD VDVDVD CGCG CGCG CG CG CG CG CG CS CS MP MP MP MP MP MP MP MP MP MP MP MP MP MP MP MP MP SF SF SF SF SFSF SF WR WR WR WRWR CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CSCSCSCS CS CS CS CS CS CS CS CS CS CS CSCSCS CS WR WR WR WR WR WR WR WR WR WR WRWRWRWRWRWR WR WR WR WR WR WR WR WR WR WR WR WRWR WR WR WR WR WR WR WR WR WR WR WRWR WR WR WR WR WR WR WR WR WR WR WR RG RG RGRGRGRG RGRG RG RG KG KGKG KG CS CSCSCSCS CGCG CGCG CG PAPAPAPA PA PA PA PA PA PA PA PA PA PA PAPAPA PA PA PA PA PAPAPA PA PAPA PA PA PA PA CS CS CS CS CSCS CS CSCSCSCS CSCS CS CS CS CS CSCS CS CS CS CS CS CS CS CS CS CS CGCGCGCGCG CGCG CGCG CGCG CGCG CG CG CG CGCGCGCGCGCGCG CG CGCGCGCGCGCGCGCGCGCGCG CGCGCGCGCG RG RG RG RGRG RG RG RGRG RG RGRGRG RG RG RG SFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSF SFSF SFSFSFSF SF SFSFSFSFSF SF SF SF SF CSCSCS VM RGRGRGRG RGRGRGRGRGRGRG RGRGRGRGRGRGRGRG RGRGRGRGRGRG RGRG RGRGRGRGRGRG RG RG RG RG RG RGRGRGRG RG RGRGRG CGCGCG WRWRWR WR WR WR WRWRWRWR WR WR WR WR WR VM VM VM VM CS CS CS CS CSCSCSCS CS CSCS CS CS CS CSCS CS CS CS CS CS CS CSCS CS CS VM VM VM VD MP MP MP MP MP MP MP MP MP KG KGKGKGKGKG KG KG KG KGKGKGKGKGKG KGKG KG KGKGKGKGKGKGKG MRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMR MR MR MR MRMR MRMRMRMRMRMRMRMRMRMRMRMRMRMRMRMR MRMRMRMR MR MR MR MR MR CS CS CS CS CG CGCGCG CGCGCG CGCGCGCGCGCG CG CGCG ND ND ND ND ND WR WR WR WR CSCS CS CS CSCSCS CGCGCG CGCG CGCGCG CG CGCGCGCGCGCG ND ND NDND NDNDND NDND WR WR WR WR WR WR WR CS CS CSCS CS CS CS CS CSCS CS CS CS CSCS CSCSCS CSCGCGCGCGCGCGCG CGCGCG CGCG CGCGCGCGCGCG CGCGCGCGCGCGCG CGCGCGCG CG CGCGCGCGCG WR WRWR WR WR WR WRWR WR WRWR WR WR WR WRWRNDNDND ND NDND KG SF SFSF CG CGCG ND WR WR CG CG CGND NDND WRWR WRWR CS CSCS CS CSCS ND NDND NDNDND ND WR CS CS CSCS CGCGCGCGCGCG CGCGCG CG CGCGCGCG CG CGCG CG ND ND NDNDND ND ND ND WR WR WR WRWR WR WR WRCS CS CSCS CS CSCS CS CSCGCGCGCG CGCG CGCGCGCG CG ND NDND ND ND ND ND NDWR WRWRWR WR WR WR CG CGCG ND ND ND ND CS CS CSCS CSCSCS CS HS HS HS HS HSHS HS HS HS HSHS HS HS HS HSHS HS HS HS HSHSHSHS HS HS HSHS HS HSHS HSHS HSHS HS HSHSHS HS HSHSHS HSHSHSHS HS HS HS HS HS HS HSHS VD VD VD CS CS CS SF SF SF SF SF SF SFSFSF SF SF SFSF SF SFSF SF CS SF VMCS CS CSCSCS CS VD VD VD VD VD VDVDVDVDSFSFSF VD VD VD VD VDKG KGKG KG KG KG KG KG KGKG KG MR MR MR MRMR MR MR MR MR MR MR MR MR MRMRMR MR MR MR CS CS CS CS CS CS CS CS CSPA PAPA PA PAPA PAPA CS VM CSCS CSCS CGCGCGCGCGRGRG RG RG RG RGRG VDVD VD VD VDVDVDVD VD VDVD VD KG VMKGKGKG KG KG KG KG KGKG CS CS CS CS CSWR WRWRWR WR WR WR WR WR WR WRWRWRWRWRCGCGCGCG CGCGCG CGCGCGCGCGCGCG CG CGCGCG VD CB CB CB CB CB CB CB CS CSCB CB CB CB CB CBCB CB CBCB CB CBCB CB CB CB CB CB CB CB CB CB CB SF CB CB CB CB CBCB CB CB CB CB CBCB CB CB CB CB CB CB CB CS KG CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB SF PAPA KGKGKG KG WRWRWRWRWR WR WR WR WRWRWR WRWRWRWR WR WR VD VDVDVD VD VD VD VDRG RG M BF K K K B G K KB B B B B A K KK K M M L B B B B D B B K K K KK K M M L M L B B T M2BF2MV MVFS FS114" 34" 34"34" RF M K 4 15.1 1" 335.0 112"2-1 24.5 112" 1" 34" D K K K K K K K K M M K K G K B K G B B B M G K K K K B K M M K K B K K K K G M M K K K K K K K K M M M M L K M M K K K M M M 34" 1" 34" 34" C21"3" B B B M B Y 34" 34" 1" 34" 3 4" 1"1" 112" 114" 3 4" 1" 114" 34" 11 4"1" 34" N 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 LANDSCAPE IRRIGATION PLAN GRADY STA 151+00 TO GRADY STA 156+50 BT120-LRP104 BT120 313 A A. KRINGEL A. KRINGEL L. FRENCH L. FRENCH 0 12/10/2024 AK LF LF ISSUED FOR BID 1 06/13/2025 AK LF LF ADDENDUM #1 A 10/24/2025 TW CP CP CoR Permit Revisions - CNWD #001 RTA/CN 0205-24 1"=20' N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 3 / 2 5 | 4: 4 3 P M | WA L K E R T 1 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ W A L K E R T 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - L R P 1 0 1 - 1 0 6 . D W G S1-BT120-LRP101-106 FACILITY ID: Xrefs: xS1-BTP120-CPP001 xS1-BTP120-CMP001 xBRT-CUD05-TB22x34 xS1-BTP120-VSF100 xS1-BT120-LPP001 xS1-BT120-LRN101 xS1-BT120-VRX001 xS1-BT120-LHP001 xS1-BT120-GZK010 GB-SEAL-TRW21032616 xS1-BT120-LRP001 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 KEY MAP SW GRA D Y WAY 104 LA K E AV E S 102 103 201 202 203 204 205 101 105 106 MA T C H L I N E : G R A D Y S T A 1 5 1 + 0 0 SE E D W G BT 1 2 0 - L R P 1 0 1 MA T C H L I N E : G R A D Y S T A 1 5 6 + 5 0 SE E D W G BT 1 2 0 - L R P 1 0 5 MATCHLINE: SEE DWG BT120-LRP205 MATCHLINE: SEE DWG BT120-LRP204 1 IRRIGATION MAINLINE WATER METER DOUBLE CHECK VALVE ASSEMBLY PER CITY OF RENTON STD PLAN 340.8 IRRIGATION CONTROLLER SEE BT120-LRP100 FOR IRRIGATION SCHEDULE & NOTES. 1 KEY NOTES: 2 3 4 1 4 2 3 INSTALL SPRINKLER DONUTS AT THESE HEADS, SEE DETAIL 5/ BT120-LRD103 STA T E O F W A SHING T O N L I C E N S E D LANDSCA P E A R C HITECTN O . 2 1 0 32616 EX P . 0 7 /1 3/2025 T H O M A S R WAL K E R INSTALL SOUND TRANSIT METER, BACKFLOW PREVENTER & GATE VALVE IN PLANTER STRIP INSTALL CITY OF RENTON METER, BACKFLOW PREVENTER, CONTROLLER, MASTER VALVE AND FLOW SENSOR IN PLANTER STRIP INSTALL SOUND TRANSIT MASTER VALVE AND FLOW SENSOR MIN 2' NORTH OF SIDEWALK 3 A jding 11/05/2025 CURRENT PLANNING IN PLANTER STRIP WITHIN R/O/W INSTALL ON PRIVATE PROPERTY BEHIND BACK OF NEW 16-FT MULTI-USE PATH DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332218 condition of approval #16: revise backflow prevention notes ED (TYP.) S GRADY WAY LAK E A V E S ND ND ND ND ND ND ND CG VD VD VD VDVD VD VD VD VD VM VM VM VM VM VM VM VM VM VM VM VM RGRG RG RG RG RG RG RG RGRG RGRG RGRG RG RG RG RG RG RG RGRG RGRG RG CS CS CS CS CS CSCS CSCSCS CS CS CSCSCS CS CS CS CS CS CS CS CS CSCS CS CS CSCS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CGCGCG CG CG CG CG CG CG CG CG CGCG CG CS CS VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VDVD VD VD VD KG KG VM NDNDNDNDNDNDND NDND ND ND NDNDNDNDND ND ND NDNDNDND ND NDND NDND ND ND NDNDND ND ND NDND ND ND CSCSCSCS CS CS CS CS CS CSCS CGCGCGCGCG RG VD VD VD VD VDVDVD VD VDVDVDVDVD VD VDVDVDVDVD VD RG RG RG RG RG RG RGRG VD VD VDVD VDVDVDVDVD VDVD VD VD PAPAPAPAPAPAPAPAPAPA PA PA PAPAPAPAPAPA PA PAPAPA CS CS CS CS CS CS CSCSCSCS CS CS CS CS CS CSCS CSCS CS CS CS CSCS CS CS CSCS CS RG RG RGRG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RGRG RG RGRG WR WR WR WRWRWRWRWR WR WRWRWR WR WRWR WR WR WR WRWR WR WR WR WR WR WR WR WRWRWRWRWR WR WR WRWRWRWRWRWR WR WRWR WRWRWR WRWRWRWR WR WR WRWR KG KG KG KG KGKGKGKGKGKG KG KG KG KG KG KGKGKGKGKGKGKGKGKGKGKGKGKGKG KG KGKG KG KG KG WR WR WR WR WR WR WR WR WR WR ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDNDNDND NDND ND ND ND NDND ND ND NDNDNDND NDND NDNDNDNDNDNDND ND ND ND ND ND ND NDND ND ND ND ND ND ND ND ND CG CG CG CGCGCGCGCGCGCG CG CGCGCGCGCGCG CGCGCGCGCGCG CGCG CGCGCGCGCG CGCG CGCG CG CG CG CG CG CG CGCG CG CG CG CG CG CGCGCGCGCGCG CG CGCGCG CGCGCG CGCG CG CGCGCG CG SF SF SF SF SF SF SF SF SF SF SF SFSFSFSF SFSF SF SFSF SF SF SF SF SF SF SF SF SF MR MR MR MR MR MR MR MR MR MR MR MR MRMR MR MR MR MR MR MR MR MR MR MR MR MR SFSFSFSF SFSF SFSFSF SF WR WR MRMR MR MR MR MR ND ND NDNDND NDVD VD CGCG CGCG CGCG SF SFSF SFSFSF VDVD VDND VD VDMR MRMR MRMR MR NDND NDVD VDCG CG CG CG CGCGSFSFSF SFSFSFVD VD NDND NDVDVD VD MR MRMR CG CGCG CG CGCG NDND NDVD VDNDVD VD VD VDND CG CG CG CGCG CGCGCGCGCGCGCG CGCGCGCG CGCGCGCGCG CG CGCGCGCG CG CGCG CGCGCGCG WR WR WR WR WR WR CS CS CS CS CS CS CS CS CS CS CS CG CG CG CG CG CG CG CG CG CG CG CG ND ND ND ND ND ND ND ND NDNDWR WR WR WR WR WR WR WR WR WR WR WR CSCSCSCSCSCS CS CS CS CG CSCS CS ND NDND ND ND NDND ND ND WR WR WR WR WR WR WR WR WR WRCSCS CS CSCS CS CS CS CSCS WR WR WR WR CGCG CGCG NDND NDNDND ND ND ND CG CGCG WR CS CS CS CS CS CS CSCS CS CG CG CGCGCGCGCGCGCG CG CG CG CG CGCGCGCG CGND ND ND HSHSHSHSHSHS HSHSHSHSHS HSHSHSHSHSHSHS HS HSHSHSHSHSHSHSHSHSHSHSHSHSHS HS HSHSHSHSHSHSHSHSHSHSHSHS HSHSHSHSHS HS HSHSHS HSHS HSHS HSHS HS HSHSHSHS VDSF SF SFSFSFSF SFSF SF SFSF SFSF SFSF SF SF SF SF CSCS CS CS CS CS CS CS CS CSCS CS RGRG RG RG RG RG RG RG RG RG RG RG RGRG RG RG RGRG RGRG RGRGRG RGRG RG WR WR WRWR WR WRWR WRWR WR WR WR WRWR WR WR WR WR WR WR WR WR WR WR WR WR WR WR WR WR WR WR WR WR WR WR WR WR WR WR WR WR CG CGCG CGCG CG CG CG CGCG CG CGCG CG CBCB CB CB CB CB CB CB CB CBCB CB CB CB CB CB CB CB CB CB ND VM VM VM CSCS CS CS CS CS CS KG KG KG KG KG KG KG KG KG KG KG KG KG KG KG KG KG KG KGKG SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSF SF WR WR WR WR WR WR WR RG RG RG RGRGRGRGRG RG RG RG RG RG RG RG RG RG RG RG RG RGRGRG RGRG RG RG VD VD VD K M L M M M M M M M T M K K K B B K M B K TT M M M M M M M M M M M M T 34" 34" 34" 57.64 1" 6 17.4 1" 34"1" 3 4" 1"112" 3 4" 829.3 112" 2-218.9 112" 34"114" 34" M M M M M T M M M K K K K T K M M M G M K K K K B B B B B A B B 7 39.3 112" 34" 114" T 34" 1" 34" 2"112" 1"1" 34"1" 34"3 4"1" B B A A Y KY 34" 34" 1" T N 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 LANDSCAPE IRRIGATION PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 BT120-LRP105 BT120 314 A A. KRINGEL A. KRINGEL L. FRENCH L. FRENCH 0 12/10/2024 AK LF LF ISSUED FOR BID 1 06/13/2025 AK LF LF ADDENDUM #1 A 10/24/2025 TW CP CP CoR Permit Revisions - CNWD #001 RTA/CN 0205-24 1"=20' N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 3 / 2 5 | 4: 4 3 P M | WA L K E R T 1 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ W A L K E R T 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - L R P 1 0 1 - 1 0 6 . D W G S1-BT120-LRP101-106 FACILITY ID: Xrefs: xS1-BTP120-CPP001 xS1-BTP120-CMP001 xBRT-CUD05-TB22x34 xS1-BTP120-VSF100 xS1-BT120-LPP001 xS1-BT120-LRN101 xS1-BT120-VRX001 xS1-BT120-LHP001 xS1-BT120-GZK010 GB-SEAL-TRW21032616 xS1-BT120-LRP001 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 KEY MAP SW GRA D Y WAY 105 LA K E AV E S 102 103 201 202 203 204 205 101 104 106 MA T C H L I N E : G R A D Y S T A 1 5 6 + 5 0 SE E D W G BT 1 2 0 - L R P 1 0 4 MATC H L I N E : SEE D W G BT120 - L R P 2 0 4 MATCHLINE: LAKE STA 401+50 SEE DWG BT120-LRP106 1 IRRIGATION MAINLINE WATER METER DOUBLE CHECK VALVE ASSEMBLY PER CITY OF RENTON STD PLAN 340.8 IRRIGATION CONTROLLER SEE BT120-LRP100 FOR IRRIGATION SCHEDULE & NOTES. 1 KEY NOTES: 2 3 4 1 INSTALL ALL IRRIGATION HERE ON SOUND TRANSIT PROPERTY , WEST OF PROPERTY LINE STA T E O F W A SHING T O N L I C E N S E D LANDSCA P E A R C HITECTN O . 2 1 0 32616 EX P . 0 7 /1 3/2025 T H O M A S R WAL K E R A jding 11/05/2025 CURRENT PLANNING DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332219 LAKE AVE S 6" T R E E 30 ' D L N 1. 5 ' R E T W A L L PL A N T E R NDND CS CS CS VD VD VD VD VD VD CS SF SFSF SF SF SF SFSF VD VD VD VD VD CG CG CG CG CGCG CGSFSF SF CGCGCG SFSF SF SF VD VD VD SF SF SF SF SF SF MR MR MR MR MR MR MR MR CS CS CS CG CG CG CG CG CG CG CG CG CG SF SFSF SF SF SFSF SF SF MR MR MR MR MR MR MR MR MR MR MR MR MR MR MR MR MR MR MR MR MR MR MR MR MR MR MR SF VD ND NDND VD VD CS WR WR WR WR WR CS CS CS CS CS CS CS CS CS CS CS CS CG CG CG CGCG CG CG SF SF SF SF SF SFSFSFSF SF RG RG RG RG RG RG RG MR MR MR MR CSCS CS CS CS MP CG CG CG CG CSCS CS CS CS CS CS CS CS CS VD VD SF SF SF SF SF CG CG CG CGSF SFSF CG CG CG MP MP MP MPMP MP MP MP CS CS CS CS CS CS CS CS CG CG CG CG CG CG SF SF SF SF SFSF SF SF SF CG CG CG CG CG CG CG CG CGCGCG CG CG CG CG WR WR WR WRWRWR WR WR CG CG CG CG CG CGCG CG CG CG CG CG CG CG CG CG B B B A B B B B T 34" 34" 27 . 5 11 27 . 4 112" 9 12 . 7 1" 34"1" T M M K K K B B B B T M M M M M M POC KCM-115.6 1" 1" T 34" 1" 34" 3 4" 1 " 3 4" N 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 LANDSCAPE IRRIGATION PLAN LAKE STA 401+50 TO LAKE STA 405+50 BT120-LRP106 BT120 315 A A. KRINGEL A. KRINGEL L. FRENCH L. FRENCH 0 12/10/2024 AK LF LF ISSUED FOR BID A 10/24/2025 TW CP CP CoR Permit Revisions - CNWD #001 RTA/CN 0205-24 1"=20' N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 3 / 2 5 | 4: 4 3 P M | WA L K E R T 1 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ W A L K E R T 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - L R P 1 0 1 - 1 0 6 . D W G S1-BT120-LRP101-106 FACILITY ID: Xrefs: xS1-BTP120-CPP001 xS1-BTP120-CMP001 xBRT-CUD05-TB22x34 xS1-BTP120-VSF100 xS1-BT120-LPP001 xS1-BT120-LRN101 xS1-BT120-VRX001 xS1-BT120-LHP001 xS1-BT120-GZK010 GB-SEAL-TRW21032616 xS1-BT120-LRP001 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 KEY MAP SW GRA D Y WAY 106 LA K E AV E S 102 103 201 202 203 204 205 101 104 105 MAT C H L I N E : L A K E S T A 4 0 1 + 5 0 SEE D W G BT1 2 0 - L R P 1 0 5 MATCHLINE: SEE DWG BT120-LRP204 MATCHLINE: SEE DWG BT120-LRP202 1 IRRIGATION MAINLINE WATER METER DOUBLE CHECK VALVE ASSEMBLY PER CITY OF RENTON STD PLAN 340.8 IRRIGATION CONTROLLER SEE BT120-LRP100 FOR IRRIGATION SCHEDULE & NOTES. 1 KEY NOTES: 2 3 4 INSTALL SPRINKLER DONUTS AT THESE HEADS, SEE DETAIL 5/ BT120-LRD103 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. INSTALL ALL IRRIGATION HERE ON SOUND TRANSIT PROPERTY , WEST OF PROPERTY LINE STA T E O F W A SHIN G T O N L I C E N S E D LANDSCA P E A R C HITECTN O . 2 10 32616 EX P . 0 7 /1 3/2025 T H O M A S R WAL K E R A jding 11/05/2025 CURRENT PLANNING DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332220 RG RG RG RG RGRG RG CG SF MRSF SF SFSFSFSFSF SFCG MR MR MPMP MP MPCG RG RG RGRGRG RG RGRG RGCSCS CSCS CSCS CS CS CS CS CS RG CG CG CGCGCGCG RG MR MR MR MR MR MR MRMRMRMR CSCSCSCS CS CS CS CS CS CS CS CG CG CG CG CG CG CG CG CG CG CGCG CG CG SF SF SFSFSFSFSFSFSFSF RG RG RG RG RG RGRG RG MRMRMRMRMRMRMR MRMR CS CSCS CS CSCS CS CS CG CG CG CGCGCGCGCGCGCGCGCG CS SF SFSFSF SFSF SF SF RGRGRGRG RG RG RG MR MRMRMR MR MR MR CS CS CS CSCSCSCS CG CG CG CGCGCG CG CGCGCGCG SF SF SF SFSFSFSFSFSFSFSFSF RG RG RG RG RG RG RG RG MR MR MRMRMRMRMRMRMR MR CS CS CS CS CS CS CG CGCGCGCG CGCG CGCGCG CG CGCG CG SF SF SF SFSFSFSFSFSF RG RG RG RG RG RG RG CS CSCS T T B TM 34" 114" 1424.4 112" 3 4"1" 34" 34" N 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 LANDSCAPE IRRIGATION PLAN S RENTON TRANSIT CENTER BT120-LRP201 BT120 316 A A. KRINGEL A. KRINGEL L. FRENCH L. FRENCH 0 12/10/2024 AK LF LF ISSUED FOR BID A 10/24/2025 TW CP CP CoR Permit Revisions - CNWD #001 RTA/CN 0205-24 1"=20' No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 3 / 2 5 | 4: 4 4 P M | WA L K E R T 1 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ W A L K E R T 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - L R P 2 0 1 - 2 0 5 . D W G S1-BT120-LRP201-205 FACILITY ID: Xrefs: xS1-BTP120-CPP001 xS1-BTP120-CMP001 xBRT-CUD05-TB22x34 xS1-BTP120-VSF100 xS1-BT120-LRN101 xS1-BT120-VRX001 xS1-BT120-LPP001 xS1-BT120-LHP001 xS1-BT120-APP211 xS1-BT120-GZK010 GB-SEAL-TRW21032616 xS1-BT120-LRP001 N IRRIGATION MAINLINE WATER METER DOUBLE CHECK VALVE ASSEMBLY PER CITY OF RENTON STD PLAN 340.8 IRRIGATION CONTROLLER SEE BT120-LRP100 FOR IRRIGATION SCHEDULE & NOTES. 1 KEY NOTES: 2 3 4 201 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRAD Y WAY KEY MAP LA K E AV E S 102 103 201 202 203 204 205 101 104 105 107 106 REPAIR AND RESTORE RANIER AVE IRRIGATION MIANLINE - FOR MODIFICATION TO RAINIER AVE IRRIGATION, SEE NOTES ON BT120-LRP102 CONNECT TO EXISTING RAINIER AVE IRRIGATION - FOR MODIFICATION TO RAINIER AVE IRRIGATION, SEE NOTES ON BT120-LRP102 1 MATCHLINE: SEE DWG BT120-LRP103 MA T C H L I N E : SE E D W G B T 1 2 0 - L R P 2 0 2 MA T C H L I N E : SE E D W G B T 1 2 0 - L R P 1 0 2 MATCHLINE: SEE DWG BT120-LRP203 ST A T E O F W A SHIN G T O N L I C E N S E D LANDSCA P E A R C HITECTN O . 2 1 0 32616 EX P . 0 7 /13/2025 TH O M A S R WAL K E R A jding 11/05/2025 CURRENT PLANNING DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-433221 RGRGRGRGCG CG RG CG VD VDVDCGCG CG CG SF SF SF SFSFMRMR SF MRMR MRMR MRMRMRMR CSCSCS CS CS CS CGCG CG CGCG CGCG CGCG CG CG CG CG CG SFSFSFSF SFSFSF SFSF RG RGRGRG RG RG RG MRMR MRMRMR CSMRMR MRMR CS CSCS CSCS CGCG CGCGCG CG CG SFSFSF SFSFSF RGRG RG RG RG RGSF MRMRMR MRMRMR CS CS CS CS CS CS CS CGCGCG SFSFSFSFSFSFSF SF SF SFSF SF SFSF RG RG RG RGRG MRMRMRMR MRMR SF SF SF SFSF SFCSCSCSCSCSCSMRCG CGCG CG CG CG CG CG CG SF SF RG RGRGRGRGRGRGMRMRMRMR MRMRMRMR CS CS CS CSCSCS CG CGCG CG CG CG CGCG CG SFSF SF SF SFSF SF SF SF SF RGRGRGRGRGRG RGMRMRMR MRMRMRMRCS CS CSCS CSCS CG CGCG CG CGCG CG SFSF SF SF SFSF SF SF SF SF MP CGCGCG CG CS CS CSSFSF MP MP CS CG SFSF B B B B T T B B AA 3 " 34"34" 34" 34"114" 13 25.4 112" B N 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 LANDSCAPE IRRIGATION PLAN S RENTON TRANSIT CENTER BT120-LRP202 BT120 317 A A. KRINGEL A. KRINGEL L. FRENCH L. FRENCH 0 12/10/2024 AK LF LF ISSUED FOR BID A 10/24/2025 TW CP CP CoR Permit Revisions - CNWD #001 RTA/CN 0205-24 1"=20' N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 3 / 2 5 | 4: 4 4 P M | WA L K E R T 1 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ W A L K E R T 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - L R P 2 0 1 - 2 0 5 . D W G S1-BT120-LRP201-205 FACILITY ID: Xrefs: xS1-BTP120-CPP001 xS1-BTP120-CMP001 xBRT-CUD05-TB22x34 xS1-BTP120-VSF100 xS1-BT120-LRN101 xS1-BT120-VRX001 xS1-BT120-LPP001 xS1-BT120-LHP001 xS1-BT120-APP211 xS1-BT120-GZK010 GB-SEAL-TRW21032616 xS1-BT120-LRP001 102 103 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRAD Y WAY 101 104 105 KEY MAP LA K E AV E S 107 106 1 IRRIGATION MAINLINE WATER METER DOUBLE CHECK VALVE ASSEMBLY PER CITY OF RENTON STD PLAN 340.8 IRRIGATION CONTROLLER SEE BT120-LRP100 FOR IRRIGATION SCHEDULE & NOTES. 1 KEY NOTES: 2 3 4 INSTALL SPRINKLER DONUTS AT THESE HEADS, SEE DETAIL 5, BT120-LRD103 MA T C H L I N E : SE E D W G B T 1 2 0 - L R P 2 0 1 MA T C H L I N E : SE E D W G B T 1 2 0 - L R P 1 0 6 MATCHLINE: SEE DWG BT120-LRP204 STA T E O F W A SHING T O N L I C E N S E D LANDSCA P E A R C HITECTN O . 2 1 0 32616 EX P . 0 7 /1 3/2025 T H O M A S R WAL K E R A jding 11/05/2025 CURRENT PLANNING DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332222 VM VM VM VM VM VM VM KG KG KG KGKG KGKG KG KG KG KG KG KG KG KG KG KG KG KG KG KG KG KG KGKG KGKG KGKGKGKGKGKG KGKG KG KG KG KGKG KGKGKG KG KG KG SF SF SF SF SFSFSF SF SF SF SF SFSF SF SF SF SF SF WR WR WR WR WR WR WR WR WR WR WR WR WR WR WR WR WR WR WR WR WR WR WR WRWRWRWRWR WR WR WRWR WR WR WR WR WR WR WR WR CS CS CS CS CS CS CSCS CSCS CS CS CS CS CSCS CS MP MP MP MP MP MP VM VM RG RGRG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RGRGRGRGRG ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDWR WR WR WR WR WR WR WR WR WR WRWR ND ND ND ND ND ND ND ND RGRGRGRGRGRGRGRG CS CSCS CS CGCG CGCGCG CGCGCG CGCGCG CGCGCGCG CS RG CS CSCSCS CGCG CGCGCGCGCGCG CG RGRGRGRGRGRGRGRGRGCSCSCS CS CS CS CSCSCS MP MP MP MP MP MP MPMP MP MPMP MP MP MP CS WR WR WR WR WRWR WR ND ND NDND ND ND NDND ND ND CGCG CG CGCGCG CG CG CGCGCGCGCG CG CG CGCG CG RG RG RG RGRGRG RGRG RGCSCS CSCS CSCS CS CS CS CS CS CS RG RG RG RG RG CG CG CG CGCG CGCG CS CS CS CS CS CS CGCG CGCG CG CGND ND NDND ND ND CG CG CG CGCG CG CG CG CGCGRG CS RG RGRG RG CS CSCSND CGCG CG CG ND ND CG CGCGCG CS CS RG RG RG CGCG CG CG CG CG CGCG CG CG CG ND ND ND ND ND ND ND ND NDND ND NDND NDND ND ND ND SF SFSF SFSF SF SF SF SF SFSF SFSF SFSF SFSF CS CS CS CS CS CS CSCSCS CS CS CS CS ND MR MR MR MR MR CG CG CG CGCGCG CG CGND ND ND ND ND ND CG CGCG CGCGCGCG CS CSCS RG RG RG CG CGCGCG CG CGCG ND ND ND ND ND CG CGCG CGCGCG CG CSCSCS CSCSCS RG RG RGRG CGCG CG CGCGCG CG CGCGCG CS CSCS CS CS CSCS RG RG RG RG CGCG CGCG CG CG ND ND ND ND CG CGCG CG RG RG RGCS CS CS CG CGCG CGCG CG CG CG CG CG CGND NDND NDND ND CGCGCGCGCGCGCG CG CGCG CGCG CG CG ND WR ND ND NDND WR WR WR WR CS CS CS CS CS CGCGCGCGCGCGCGCGCGCG ND ND ND ND ND ND WR WR WR WR WR CSCS CS CS CS WR WR WR WR CG NDND ND CS CS CS CS CS CS ND ND ND WR WR WR WR CS CS CS CS CS CS CS CS SF CS CSCS CS SF HS HS SF SF HS HS ND NDND NDSFSFSF SF SFVDVD VDVD VDCGCGNDNDNDCGCGCG PH PH PH PH MR MR MRMR MR MR MR MR MR MR MRMR MR MR MR MR MR MRMR MR MR MR MR MR MR MR MR MR MR MR MRMR MR MRMR MR MR MRMR MR MR MR MR MR MR MR MRMRMR MR MR MR MR MR MRMRMRMR MR MR MR MR MR MR MRMR MR MRMRMR MR MR MR MRMR MRMRMR MR MR MRMR MR MR MR MRMR MR MR MR MR MR MR MR MR MR MR MR ND ND ND ND ND ND ND ND ND ND ND ND CSCS CS RG CS CS CS ND ND NDND B A A B B B R B B L M M M M M M M M M M M M M K T M L B TT T T T T T T T T T TT G B B M M M T M M M M M M M M M M M M M M M M M M M M M MTM M T M M M M M 34" 34" 34" 34"114" 1" 15 23.5 112" 2030.3 112" 211.86 1" 3 4" 3-4 8.12 1" 34" 1" N 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 LANDSCAPE IRRIGATION PLAN S RENTON TRANSIT CENTER BT120-LRP203 BT120 318 A A. KRINGEL A. KRINGEL L. FRENCH L. FRENCH 0 12/10/2024 AK LF LF ISSUED FOR BID A 10/24/2025 TW CP CP CoR Permit Revisions - CNWD #001 RTA/CN 0205-24 1"=20' N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 3 / 2 5 | 4: 4 5 P M | WA L K E R T 1 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ W A L K E R T 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - L R P 2 0 1 - 2 0 5 . D W G S1-BT120-LRP201-205 FACILITY ID: Xrefs: xS1-BTP120-CPP001 xS1-BTP120-CMP001 xBRT-CUD05-TB22x34 xS1-BTP120-VSF100 xS1-BT120-LRN101 xS1-BT120-VRX001 xS1-BT120-LPP001 xS1-BT120-LHP001 xS1-BT120-APP211 xS1-BT120-GZK010 GB-SEAL-TRW21032616 xS1-BT120-LRP001 IRRIGATION MAINLINE WATER METER DOUBLE CHECK VALVE ASSEMBLY PER CITY OF RENTON STD PLAN 340.8 IRRIGATION CONTROLLER SEE BT120-LRP100 FOR IRRIGATION SCHEDULE & NOTES. 1 KEY NOTES: 2 3 4 102 103 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRAD Y WAY 101 104 105 KEY MAP LA K E AV E S 107 106 1" MAINLINE, INSTALL BEFORE PAVING SIDEWALK/DRIVEWAYS. PRESSURE TEST BEFORE BACKFILLING. VALVE TO BE LOCATED IN PLANTER AT BUILDING WALL - STUB MAINLINE INTO PLANTER BEFORE SIDEWALK INSTALLATION. 1 CONNECT TO EXISTING RAINIER AVE IRRIGATION - FOR MODIFICATION TO RAINIER AVE IRRIGATION, SEE NOTES ON BT120-LRP102 MA T C H L I N E : SE E D W G B T 1 2 0 - L R P 2 0 4 MATCHLINE: SEE DWG BT120-LRP205 MA T C H L I N E : SE E D W G B T 1 2 0 - L R P 1 0 2 M A T C H L I N E : S E E D W G B T 1 2 0 - L R P 1 0 1 MATCHLINE: SEE DWG BT120-LRP201 STA T E O F W A SHING T O N L I C E N S E D LANDSCA P E A R C HITECTNO . 2 1 0 32616 EX P . 0 7 /1 3/2025 TH O M A S R WAL K E R A jding 11/05/2025 CURRENT PLANNING DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332223 ND ND ND ND ND ND ND ND ND NDND ND ND CG CG CG CG CG CGCG VD VD VD SFSF SF SF SFSF VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD MR MRMR MRMRMRMR MR VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM VM RGRG RG RG RG RG RGRG RGRG RGRG RGRGRG RG RG RG RGRG RGRG RGRG RG CS CS CS CS CS CSCS CSCSCS CS CS CSCSCS CS CS CS CS CS CS CS CS CSCSCSCSCSCSCSCSCSCS CS CSCS CS CS CSCSCSCSCSCSCSCSCS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CGCGCGCG CG CG CG CGCG CGCG CG CG CG CS CS VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VDVDVD VD VDVD VD VDVDVD VD KG KG KGKGKGKGKGKGKG KG KGKGKGKGKGKGKGKGKGKGKGKGKGKGKG SFSFSFSFSFSFSFSF SFSFSF SF SF SFSF SFSFSFSF SFSF SFSFSFSF VM VM RGRG RGRG RG RGRGRGRGRGRGRGRG RGRG RG RGRGRGRGRGRGRG RG RG RGRG RG RGRGRG CS CS CSCS CS CSCS CS CS CS CS CS CS CSCS CS CSCS CS CSCS CS CS CS CS CS CSCSCS CS CS CSCS CS CSCS CSCS CS CS CS CS CS CS CS CS CS CSCSCSCSCS CSCSCSCSCS CS CSCSCSCSCS CS CSCSCSCSCSCSCSCSCS CS CS CSCS CSCS CSCSCS CS CS CS CSCS CS CS CS CS CS MP MP MP MP MP VM RGRGRGRGRGRGRG RGRGRGRGRGRGRGRGRGRGRGRG RG RGRGRG RGRGRGRGRGRGRG RGRGRGRGRG RG RGRGRGRG RG RG RG RG RG RG RG RG RGRG RG RGRGRGRGRG RG RG RG RG RG RG RG RG RGRG RG RG RG RG RG RG RG RG RG RGRG RG RG RG RG RGRG RGRG VDVD VD VD VD VD VD VD VD VD VD VD VD VD VM VM VD VD VD VD VD VD VD VDVD VD VD VD VD VD VM VM VM VM ND ND ND NDND ND NDND VD VDVD VD VD VD VDVD VD VDVDVDVDVDVDVD VDVDVD MP MP MP MP MP MP MP MP MP MP MP MP MP MP MP MP MP MP MP MP MP MP MP MPMP MP KGKGMR NDND ND ND ND ND ND NDND ND NDNDNDNDNDND ND ND NDNDNDND ND NDND ND ND ND ND ND NDND ND NDNDND ND ND CSCSCSCSCS CS CS CS CS CSCS CGCGCGCGCG RG VD VDVD VD VD VDVD VD VD VD VD VD VD VD VDVDVDVDVDVD RG RG RG RGRG RG RGRG VDVDVDVD VDVDVDVDVD VDVD VD VD PAPAPAPAPAPAPAPAPAPA PA PA PAPAPAPAPAPA PA PAPAPA CS CS CS CS CS CS CSCS CSCS CS CS CS CS CS CS CSCSCS CS CS CS CS CS CS CS CSCSCS RG RG RGRG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RGRG WRWRWRWRWRWRWRWR WR WRWRWR WR WRWR WR WR WRWRWR WR WR WR WR WR WR WR WRWRWRWRWRWR WR WRWRWRWRWRWR WR WRWR WRWRWRWRWRWR WR WRWR WRWR KG KG KG KGKGKG KG KG KG KG KG KG KG KG KG KGKGKGKGKG KGKG KG KGKG KG KG KGKG KG KGKG KG KG KG WR WR WR WR WR WR WR WR WR WR ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND NDNDNDNDND ND ND ND ND NDNDND NDND ND ND NDNDNDNDNDNDND ND ND ND ND ND ND ND ND ND NDND ND ND ND ND ND ND NDND CG CG CGCGCGCGCGCGCGCG CG CG CGCGCGCGCG CGCGCGCGCGCGCGCG CGCGCGCGCG CGCGCGCG CG CGCG CG CG CG CGCG CGCG CGCG CGCG CGCGCGCGCG CG CGCGCGCGCGCG CGCG CG CGCGCG CG SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSF SF SF SF SFSF SF SF SF SF SFSF SF SF MR MR MR MR MR MR MR MR MR MR MR MR MR MR MR MR MR SFSFSFSF SFSF SFSFSF SF WR WR SF VD MRMR MR MR MR MR ND ND ND ND ND ND ND NDVD VD VD ND ND ND MRMR MR MR MR MR VD VD CGCG CGCG CGCG CGCG CGCG CG CG SF SFSF SFSFSF VDVD VDND VD VD MR MRMR MRMR MR NDND NDVD VD CGCGCG CGCGCG SFSFSF SFSFSFVD VDNDND NDVDVD VDMR MRMR MRMR MR CGCGCG CGCGCG NDND NDVD VD VD ND ND CGCGCG CGCGCG SFSFSF SFSFSF VD VDVD VD NDMR MRMR MRMR MR NDND NDVDVD VD VD VD VD ND ND CGCGCG CGCG CGCGCG CGCGCGNDND ND VDCGCGCG CGCGCG VD VDND ND VDSFSFSF SFSFSF NDND ND VD VDVDNDND NDVDVD VDNDND ND CSCS CS CG CGCGCGCG CGCG WR WR WR WR WR WR CSCS CS CS CS CS CS CS CS CS CG CG CG CG CG CG CG CG CG CG CG CG ND ND ND ND ND ND ND ND NDND WR WR WR WR WR WR WR WR WR MP MP VD VDVD MP VD VD VD MP VD VDVD MP VDVD VD VD CG CS WR WR WR WR CGCG CGCG ND ND ND ND NDNDNDND CG CGCG WR CS CS CS CS CSCSCSCSCS CG CG CGCGCGCGCGCG CG CG CG CG CGCGCGCGCG CGND NDND CS CS CS CS CS SF HSHSHSHSHSHS HSHSHSHSHS HSHSHSHSHSHSHS HS HSHSHSHSHSHSHSHSHSHSHSHSHSHS HS HSHS HSHSHSHSHSHSHSHSHSHS HSHSHSHSHSHSHSHSHS HSHS HSHS HSHS HSHSHSHSHSVDVDVD VD VDVDVDVD VD VDVDVD KG VM KGKGKG KG VDVD VDVD VD SF SF SFSFSFSF SFSF SF SFSF SFSF SFSF SF SF SF SF CS CS CSCS CS CS CS CS CS CSCS CS RGRG RGRG RGRG RG RG RGRG RGRG RGRG RG RG RGRG RGRG RGRGRG RG RG RG WR WR WRWRWR WRWR WRWRWR WR WR WRWR WR WR WR WR WR WR WR WR WR WR WR WR WRWR WR WR WR WR WR WR WR WR WR WR WR WR WR WR CG CGCG CGCG CG CG CG CGCG CG CGCG CS SF HS HS SF SF HS HS CB CB CB CB CB CB CB CB CB CB CB CB CB CB CBCB CB CB CB CB CB CB CBCB CB CB CB CB CB CB CB CB CB SFSFSF SF VDVD VDVD VD CGCG CGCG CGND NDND NDND SFSFSF SFSF VD VDVD VDVD CGCGND CGCGCG ND PH PH PH PH ND ND ND NDND ND ND ND CS CS CS RG CSCS CS CS CS CS CS CS ND ND ND ND NDND ND ND NDND ND ND CS CS RG RGRG RG RG RGRGRG RG RG RG RGRGRG RG RG RGCS CS CS CS CS CS CS CSCSCS CS CS CS CS CSCSRG RG VD VDVDVD CS VD VD VDVDVD VD VD VDVDVD VM VM VM VM VM VMCSCS CS CS CS CS CS KGKGKG KG KG KG KG KG KG KG KG KG KG KG KG KG KG KG KG KG KG KG VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSF SFSFSFSF SFSFSF SFSF SF WRWRWRWRWR WR WR WR WR WR WR WR WR WRWR WRWRWRWRWR WR RGRG RG RG RG RG RG RG RG RG RG RG RGRG RG RG RG RG RG RG RG RG RG RG RG RG RGRGRG RGRG RG RG CG MP MP MP MP MP MP MP MP MP MP MP MP MP MP CS CS CS CS CS CS CS CS CS CS CS CS CS CSCS CS CS CS CS CS CS CS CSCS CS CG CGCGCGCGCGCGCGCGCG CGCGCG CG CG MP MP MP MP CGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCG CG CG CG CG CG CG CG CG CG CG CGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCG CGCGCGCGCGCGCG CG CG CG CGCGCGCGCG CGCGCGCG CGCG CGCG NDNDNDNDNDNDNDNDNDNDND ND ND ND ND ND ND ND ND ND NDNDND NDNDNDNDNDNDNDND ND ND ND ND VD VD VD VDVD VD VD VD VD VD VDVD VD VD VDVD VDVD VD VD VD VD VD RG RF LA K E A V E S B B R B A M T B AA B B B L K K K M L M MM M M M M T M K K K B B K M B K TT M M M M B M M M M M M M M T B B B B B B B B AA A A A A B AA A 34" 34" 34" 34" 1" 34" 1" 3 4" 114" 112" 112" 112" 34"114" 114" 34" 3 4" 3 4" 138.8 112" 57.64 1" 6 17.4 1" 34" 1" 34" 1"112" 34" 829.3 112" 12 27.5 112" 3 4" 11 4" 3 4" 3 4" 1" 11 27.4 112" 912.7 1" 34" 1" 34" 2 3.22 1" M M M M M TMM M K K K KT K M M M G M K K K K B B B B B A B K G K B K K M L M M K K K B 3 4"3 4" 3 4" 34" 7 39.3 11 2" 3 4" 11 4" 3 4" 1" 3 4" 2" 11 2" 1"1" 3 T 34"1" C B B B B A A A Y KY R R R R R B M B Y O 34"2" 1" 34" 34" 114"114" 34" 34" 1" 34" 3 4" 3 4"1" 3 " T N 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 LANDSCAPE IRRIGATION PLAN S RENTON TRANSIT CENTER BT120-LRP204 BT120 319 A A. KRINGEL A. KRINGEL L. FRENCH L. FRENCH 0 12/10/2024 AK LF LF ISSUED FOR BID 1 06/13/2025 AK LF LF ADDENDUM #1 A 10/24/2025 TW CP CP CoR Permit Revisions - CNWD #001 RTA/CN 0205-24 1"=20' N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 3 / 2 5 | 4: 4 5 P M | WA L K E R T 1 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ W A L K E R T 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - L R P 2 0 1 - 2 0 5 . D W G S1-BT120-LRP201-205 FACILITY ID: Xrefs: xS1-BTP120-CPP001 xS1-BTP120-CMP001 xBRT-CUD05-TB22x34 xS1-BTP120-VSF100 xS1-BT120-LRN101 xS1-BT120-VRX001 xS1-BT120-LPP001 xS1-BT120-LHP001 xS1-BT120-APP211 xS1-BT120-GZK010 GB-SEAL-TRW21032616 xS1-BT120-LRP001 IRRIGATION MAINLINE WATER METER DOUBLE CHECK VALVE ASSEMBLY PER CITY OF RENTON STD PLAN 340.8 IRRIGATION CONTROLLER SEE BT120-LRP100 FOR IRRIGATION SCHEDULE & NOTES. 1 KEY NOTES: 2 3 4 102 103 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRAD Y WAY 101 104 105 KEY MAP LA K E AV E S 107 106 1 2 3 1 1 4 MA T C H L I N E : SE E D W G B T 1 2 0 - L R P 2 0 3 MA T C H L I N E : SE E D W G B T 1 2 0 - L R P 2 0 5 MATCHLINE: SEE DWG BT120-LRP202 MATCHLI N E : SEE DWG B T 1 2 0 - L R P 1 0 4 MATCHLI N E : SEE DWG B T 1 2 0 - L R P 1 0 5 MA T C H L I N E : SE E D W G B T 1 2 0 - L R P 1 0 6 ST A T E O F W A SHIN G T O N L I C E N S E D LANDSCA P E A R C HITECTN O . 2 1 0 32616 EX P . 0 7 /13/2025 T H O M A S R WAL K E R A jding 11/05/2025 CURRENT PLANNING DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332224 VM VM VM VM VM VM VM VM VM VM VM VM VM VMVM VM VM VM VM VMVM VM VM VM VM VM VM VM SF SFSF SF SF SFSF SF RG RG RG RG RG RG RGRG RG RG RG RG RG RG RGRGRGRGRGRGRG RG RG RG RG RG RG RGRGRGRGRGRG RG RG RG RG RG RG RG RG RGRG RG RGRGRGRG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG CS CS CS CS CS CS CS CS CS CS CS CS CS CS CSCSCSCSCSCS CS CS CSCSCSCSCSCS CS CSCS CS CSCS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CGCGCGCG CG CGCG CGCG CGCGCGCG CG CG CG CG CG CG CG CGCG CG CGCG CGCG CGCG CG CG CG CGCGCG CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CSCS CS RG RG PA PA PA PA PA PA PA PA PA PA PA PA PAPA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PA PAPAPA PAPAPAPAPA PAPAPAPARG PA PA PA PA PA PA PA PA PA PAPA CS CS CSCS CG CG CG CG CGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCGCG CG CG CGCG CG CG CG CG CG CG CG CG CGCGCGCG CGCGCGCGCG CG CG CG CGCGCGCGCGCGCGCGCGCGCGCGCG CG CG CG CG CG CG CGCGCGCGCGCGCGCGCG CG CGCGCG CG CG CG CGCG CG CG CGCGCGCGCG CGCG CGCG CG CG CG CG CG CGCGCGCGCG CG CG CG CG CGCGCG CG CG KG KG KG KG KG KG KG KG KG SF SF SF SF SFSFSFSFSFSF SF SF SF SFSFSF SFSF VD VD VDVDVDVDVDVDVD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VDVD VDVD SF SF SF SF SFSFSFSFSFSFSFSFSFSFSF SF SF SFSFSFSFSFSF SF SFSF SF SF SFSF SFSF KG KG KG KG KG KGKGKGKGKGKGKGKGKGKGKGKGKGKGKGKG KG KG KG KG KG KG KGKGKGKGKGKGKGKGKG KG CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CSCS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS RG RG RG RG RG RG MR MR MR MR MRMR MR MR MR MR MR MRMRMR MR MR MR MRMRMR MRMRMR ND ND ND NDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDND NDND ND NDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDNDND ND ND ND NDND NDNDNDNDNDNDND VDVD VD VD VD VD VD VD VD VD VDVD VD VD VM VM VM VDVD VDCG VD VD VD VD VD VDVD VD VD VD CGCG CG CG CGCGCGCGCGCG CS CS MP MP MP MP MP MP MP MPMPMP MP MP MP MP MPMPMP MP MP MP MP MP MP MP MPMP MP SFSFSFSFSFSF SF MR MR MRMRMRMRMRMRMRMRMRMR MRMRMRMRMRMRMRMRMR MRMR MRMR MRMR MR MR MR MRMR MR MR MR MR MRMR MR MR MR MR MR MR MR MR MR MR MR MR MRMRMRMRMR MR MR MR MRMR MRMR MRMR MR MR CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS WR WR WR WR WR WR WR WR WR WR WR WR WRWRWR WRWR WR WRWRWRWR WR WRWRWR WR WR WRWR WR WR WR WR WR WR WR WRWRWR WR WR WR WR WR WR WRWR WR WR WR CS CS CS CS CS CS CSCS CSCSCS CS CS CS CS CS CS CS CS CS CS WR WR WR WR WR WR WRWR WRWR WR WR WR WR WRWR WR WR WR WR WR WR WR WR WR WR WR WR WR WR WR WRWR WR WR CG CG CG CG CG CG CG CG CG CG CG CG CG CG CGCG CG CGCGCGCGCGCGCGCGCG CG CGCG CG CG CG CG CG CG CG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RGRGRGRGRGRG RG RG RGRG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG KGKGKGKG CSCSCS CS CS CSCSCS CS CS CS CS CS CS CGCG CGCG CG CG PAPAPA PA PA PA PA PA PAPAPAPAPAPA PAPA PA PA PA PA PA PAPAPA PA PAPAPAPA PA PACS CS CS CS CS CS CSCS CS CS CS CS CS CS CS CS CS CS CS CS CSCSCSCS CS CS CS CS CS CS CS CGCGCGCGCGCGCGCGCG CG CG CG CG CG CG CG CG CGCGCGCGCGCG CG CG CGCG CG CG CG CG CG CGCG CGCGCGCG CGCGCGCGCGCG CG CGCG CG CG CGCGCGCGCGCGCG CGCG CG CGCGCGCG CG CG CGCGCG CGCG CG CG CGCGCGCGCGCGCG KG KG KG KG KG KG KG KG KG KG KG KG KG KG KG KG KG KG KG KG KGKGKG KG KGKGKGKGKGKGKG KGKGKGKGKG RG RG RG RG RGRG RG RG RG RG RGRG RG RG RGRGRG RG RG RG RG RG RG RG RG RG RG RG RG RG RG RG SF SFSF SFSF SFSF SFSF SFSFSF SFSFSFSFSFSFSFSFSFSF SF SFSFSF SF SF SF SF SFSF SFSFSFSFSFSFSF SF SF SF SF SF SF SF KG SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSF SF SF SF SF SFSF SF SF SF SF SF SF SF SF SF SF SF VM RG RG RGRG RG RG RG RG RG RG RG RGRG RG RGRG RG MPMPMP MP MP MP MP MP MP MP MP MP MPMP MP MP MP VM VM CG CG CG CG CG CG CG CG CG CG CG CG CG CG CS CS CS CSCSCS CS CS CS CS PA MR MR MR MR MR MR MRMR MR MR MR MR MR MRMRMRMR MRMRMR MRMR MR MR RG RG RG RG RG RGRG RG RG RG RG RG RG RG RG RG ND NDND NDND ND ND ND NDND SF SF SF SFSF SF SF SF SF SFSF SF SF SF SFSF SF SF SF SF SF SF SFSFSF SF SFSF CS CSCS CS CS CS CS CS CSCS CS CS CS CS CS MR RG RGRG RG RG RG RG RG RG RG RG MRMRMRMR MR MR MR MRMR MR CGCG CG CGCGCG CSCS CSCS RG RGRG CG CGCG NDND CG CGCG CGCS CS RG RG CG CGCGCG CG CGNDND ND ND ND CG CG CGCG CGCGCGCGCGCGCGCG CG CGCG CGCG CGCG CG CG CG CGCG CG CG CG CG CG CGCG CG CGCG CG CGCG CG CG CGCG CGCG CS CS CS CS CS CS CS CS CS RGRG RGRG RG RGRG CG CG CGCG CG CG CG CG CG CGCG ND NDND ND ND ND NDND ND CS CS CS CG CGCGCGCGCGCGCGCG CGCGCGCG CGCGCG ND ND ND ND ND WR WR WR WR CS CS CS CS CS CS CS CGCGCG CGCG CGCGCG CG CGCG CGCGCGCG ND ND ND ND ND ND ND ND ND WR WR WR WR WR WR WR CS CSCSCS CS CS CGCGCGCGCGCGCG CGCGCG CGCG CGCG CGCGCGCG WR WR WR WR WR WR WRWR MR MR MR SF SF SF SF SFSF RG RG RG RG KG SF SFSF CG CGCG ND WR WR CG CG CG NDNDND WRWRWRWR CS CS CSCSCSCS ND ND ND ND ND ND ND WR CS CSCSCS CS CS CG CG CG HSHSHSHSHSHSHS HS HS HS HSHSHSHSHS HS HS HS HSHSHS HS HSHS HSHSHSHSHS HS HS HSHS HS HSHS HS HSHS HS HS HS HS HS HS HSHS HS HS HS HSHS HS HS VD VD VD CS CS CS SF SF SF SF SF SFSFSF SF SFSF SFSFSFSFSF SF CSSF VM CS CS CSCS CS CS VD VD VD VD VDVD VD VD VD SFSFSF VD VD VD VD VD KG KGKG KGKGKGKGKGKG KGKG MR MRMR MR MRMR MRMRMR MR MR MRMR MR MR MR MR MRMR CS CS CS CS CS CS CS CS CS PA PAPA PA PAPA PAPA CS VMCSCS CS CS CGCGCGCGCG RG RG RG RG RG RG CGCGCGCGCGCG CGCG CG CG CG CGCGCGCG CBCB CBCB CB CB CB CS CSCB CB CB CBCB CB CB CBCB CB CBCBCB CBCBCBCBCBCB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CBCBCB CB SF CB CB CB CBCBCB CB CB CB CBCB CB CB CB CB CB CB PA PA MR MR MR MR MR MR MRMRMR MRMRMR MR MR MR MRMRMRMR MR MR MR MR MR MR MRMR MR MR MRMRMR MR SFSF SF SFSF KG KG KG KG KGKG ND ND NDND ND ND ND ND RG RG RG RG RGRGRGRG RG RG RG RG RGRGRG RG RG B T B K K K K B R B K B M M K G K T T K B B B B B B B B B B B L A A A A A M K K K K M M L B B B B B B B A A K K K T T T T T T T T T B B B B B K K K L M K K M M M M M M K M M 34" 34" 1" 34" 3 4" 114" 3 4" 3 4" 34" 11 4 " 3 4 " 3 4 " 3 4 " 34" 1" 114" 34" 34" 2" 114" 34" 34" 114" 114" M K 16 24.3 112" 17 36.8 112" 185.37 1" 1929.1 112" 2-1 112" 1" 3 4" K K K K K K K K M M G BB B M B G O K K K K B K MM K M M K K K K K K K 3 4" 114" 1" 3 4 " N 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 LANDSCAPE IRRIGATION PLAN S RENTON TRANSIT CENTER BT120-LRP205 BT120 320 A A. KRINGEL A. KRINGEL L. FRENCH L. FRENCH 0 12/10/2024 AK LF LF ISSUED FOR BID A 10/24/2025 TW CP CP CoR Permit Revisions - CNWD #001 RTA/CN 0205-24 1"=20' N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 10 / 2 3 / 2 5 | 4: 4 5 P M | WA L K E R T 1 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ W A L K E R T 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - L R P 2 0 1 - 2 0 5 . D W G S1-BT120-LRP201-205 FACILITY ID: Xrefs: xS1-BTP120-CPP001 xS1-BTP120-CMP001 xBRT-CUD05-TB22x34 xS1-BTP120-VSF100 xS1-BT120-LRN101 xS1-BT120-VRX001 xS1-BT120-LPP001 xS1-BT120-LHP001 xS1-BT120-APP211 xS1-BT120-GZK010 GB-SEAL-TRW21032616 xS1-BT120-LRP001 IRRIGATION MAINLINE WATER METER DOUBLE CHECK VALVE ASSEMBLY PER CITY OF RENTON STD PLAN 340.8 IRRIGATION CONTROLLER SEE BT120-LRP100 FOR IRRIGATION SCHEDULE & NOTES. 1 KEY NOTES: 2 3 4 102 103 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRAD Y WAY 101 104 105 KEY MAP LA K E AV E S 107 106 1 INSTALL SPRINKLER DONUTS AT THESE HEADS, SEE DETAIL 5/BT120-LRD103 MAT C H L I N E : SEE D W G B T 1 2 0 - L R P 1 0 4 MATCHLINE: SEE DWG BT120-LRP203 M A T C H L I N E : S E E D W G B T 1 2 0 - L R P 1 0 1 ST A T E O F W A SHING T O N L I C E N S E D LANDSCA P E A R C HITECTNO . 2 10 32616 EX P . 0 7 /13/2025 TH O M A S R WAL K E R A jding 11/05/2025 CURRENT PLANNING DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332225 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 LANDSCAPE IRRIGATION DETAILS S RENTON TRANSIT CENTER BT120-LRD101 BT120 A. KRINGEL A. KRINGEL L. FRENCH L. FRENCH 0 12/10/2024 AK LF LF ISSUED FOR BID NTS No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 12 / 0 3 / 2 4 | 11 : 0 7 A M | WA L K E R T 1 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ W A L K E R T 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - L R D 1 0 1 - 1 0 3 . D W G S1-BT120-LRD101-103 FACILITY ID: Xrefs: xS1-BTP120-CPP001 xS1-BTP120-LRP001 xS1-BTP120-CMP001 xBRT-CUD05-TB22x34 xS1-BTP120-VSF100 xS1-BT120-LRN101 xS1-BT120-VRX001 xS1-BT120-LPP001 xS1-BT120-LHP001 xS1-BT120-APP211 GB-SEAL-TRW21032616 TARGET PRECIPITATION IS CALIBRATED FOR HOTTEST DRYEST WEEK OF THE YEAR - 1.25" TURF, .7" FOR SHRUBS 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. 1' - 0 " M I N . MASTER VALVE TOP OF BARK MULCH FLOW SENSOR VALVE BOX GATE VALVE BALL VALVE 2'- 0 " ROUTE MAINLINE TO LOWER DEPTH WITH 45°, SCH. 80 FITTING 34" CRUSHED GRAVEL SUMP, TYP. INSTALL MAINLINE THROUGH IRRIGATION SLEEVES INTO BOXES (TYPICAL) IRRIGATION SLEEVE FLOW SENSOR WIRES LEADING TO IRRIGATION CONTROLLER INSTALLED IN A MINIMUM OF 1" CONDUIT MASTER VALVE (NORMALLY OPEN) FLOW SCHEDULE 80 UNION ONE ON EACH SIDE OF THE MASTER VALVE. BALL VALVE SAME SIZE AS MAIN LINE GATE VALVE SAME SIZE AS MAIN LINE VALVE BOX INSTALL MASTER VALVE CONTROL WIRES IN A MINIMUM 1" ELECTRICAL CONDUIT VALVE BOX 10 X PIPE DIAMETER5 X PIPE DIAMETER PIPE SLEEVE NOTES: FLOW SENSOR BACKFLOW PREVENTER ASSEMBLY SCALE: NOT TO SCALE 1 - WATERING SCHEDULE DURING PLANT ESTABLISHMENT SCALE: NOT TO SCALE 2 - MASTER VALVE & FLOW SENSOR SCALE: NOT TO SCALE 3 - DRAIN VALVE SCALE: NOT TO SCALE 3 - 1.2" BRASS BALL VALVE 2.ALLOW 3" BETWEEN VALVE BOX LID AND PVC PIPE 3.10" DIAMETER PLASTIC ROUND VALVE BOX WITH BOLT LID DOWN. 4.8" PVC SLEEVE - OPEN BOTTOM 5.2" DIAMETER SCH. 40 PVC PIPE. 6.DRAIN ROCK 7.MAINLINE KEY NOTES: 1 4 2 3 6 7 48 " 6 5 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 WATERING SCHEDULE STA T E O F W A SHIN G T O N L I C E N S E D LANDSCA P E A R C HITECTN O . 2 10 32616 EX P . 0 7 /1 3/2025 T H O M A S R WAL K E R 0321 RTA/CN 0205-24 jding 11/05/2025 CURRENT PLANNING DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332226 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 LANDSCAPE IRRIGATION DETAILS S RENTON TRANSIT CENTER BT120-LRD102 BT120 A. KRINGEL A. KRINGEL L. FRENCH L. FRENCH 0 12/10/2024 AK LF LF ISSUED FOR BID NTS No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 12 / 0 3 / 2 4 | 10 : 2 1 A M | WA L K E R T 1 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ W A L K E R T 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - L R D 1 0 1 - 1 0 3 . D W G S1-BT120-LRD101-103 FACILITY ID: Xrefs: xS1-BTP120-CPP001 xS1-BTP120-LRP001 xS1-BTP120-CMP001 xBRT-CUD05-TB22x34 xS1-BTP120-VSF100 xS1-BT120-LRN101 xS1-BT120-VRX001 xS1-BT120-LPP001 xS1-BT120-LHP001 xS1-BT120-APP211 GB-SEAL-TRW21032616 QUICK COUPLING VALVE SCALE: NOT TO SCALE 1 - REMOTE CONTROL VALVE SCALE: NOT TO SCALE 2 - THRUST BLOCKS SCALE: NOT TO SCALE 5 - 6" MIN. 18" MAX. 45 ° M A X . 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 KEY NOTES 6" 4" R E Q U I R E D F O R LI D T O CL O S E P R O P E R L Y 24 " M I N I M U M PR E S S U R E M A I N 1/ 2 " I N T U R F 1 - 1 / 2 " S H R U B AR E A S 1 2 34 5 6 7 8 9 10 11 QUICK COUPLING VALVE1 STAINLESS STEEL SCREW CLAMP, MIN. (3) PLACES 2 SCH. 80 PVC THREADED (BOTH ENDS) NIPPLE (12" LONG MINIMUM) 3 SCH. 80 PVC TEE (SLIP X SLIP X FIPT)4 10" ROUND VALVE BOX W/ 'ICV' LABEL, AND LOCKING COVER. 5 STRUCTURE OR HARDSCAPE6 FINISH GRADE7 BRICK, PLACE TWO PER BOX, TYPICAL8 3/4" DIAMETER DRAIN ROCK9 #5 REBAR ANGLE IRON (36" LONG)10 SCH. 80 PVC 90 DEGREES 127 ELL (FIPT X MIPT) 11 12 12 CONTRACTOR TO VERIFY QCV KEY HAS CLEARANCE TO ROTATE KEY NOTES: 2" M I N . CL E A R A N C E 12 " 1.ELECTRIC CONTROL VALVE (SIZE & MODEL PER PLAN) 2.WIRE CONNECTORS, VALVE TAGS AND EXPANSION COILS, 10 WRAPS AROUND 1/2" PIPE 3.SCH 80 PVC MALE ADAPTER 4.SCH 80 PVC UNION 5.FINISH GRADE 6.BALL VALVE 7.SUPPLY FROM MAINLINE PIPE - SIZE AT LEAST AS LARGE AS LATERAL PIPE 8.HEAVY DUTY VALVE BOX BROOKS 1419 OR APPROVED EQUAL. BOLT DOWN LID. LID TO BE FLUSH W/FINISH GRADE. SIZE AS REQUIRED. COLOR TO MATCH D.G. 9.LATERAL PIPE - TRANSITION TO SIZE SHOWN ON PLAN WITHIN 6" OF UNION 10.BRICK SUPPORT - CONTINUOUS UNDER VALVE BOX 11.12" THICK 3/4" CRUSHED GRAVEL LAYER 12.FILTER FABRIC 13.GALV WIRE MESH TO PREVENT RODENT INTRUSION 14.PRESSURE REGULATING MODULE 15.MAINLINE CONNECTION - PVC SCH 80 TEE 16.SCH 80 PVC NIPPLE, TYP 17.SPARE WIRES. INSTALL (4) SPARES TO EAST AND WEST LEG (8 TOTAL) PLUS 2 SPARES TO EACH VALVE AT ROUNDABOUT NOTE, ALL PIPE AND FITTINGS INSIDE OF THE VALVE BOX SHALL BE SCH. 80 PVC. 3" CLR TYP 2" M I N . 4" M A X . CL R . FLOW KEY NOTES: 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 NOTE: 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 3 - TRENCHING SCALE: NOT TO SCALE 4 - 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.) NOTE: 1.TIE A LOOSE 20" LOOP IN WIRE AT CHANGES IN DIRECTION OF 30° OR GREATER. UNITE AFTER CONNECTION ARE MADE. 2.ALL PIPE WIRE OR SLEEVES UNDER PAVEMENT TO BE INSTALLED PRIOR TO PAVEMENT AND AT A MIN. OF 24" DEEP. 3.BUNDLE AND TAPE WIRE AT 10' INTERVALS. 4.WIRE UNDER PAVEMENT TO BE IN CONDUIT. 5.TRENCHING SHALL BE PERFORMED IN ACCORDANCE WITH THE APPROVED TREE PROTECTION PLAN. 5.LATERAL PIPE 6.BACKFILL COMPACTED TO 90% PER GEOTECHNICAL REPORT 7.WIRE 8.MAIN LINE 24 " M I N . 6" MIN. 18 " M I N . 24 " M I N . CROSS WYE ELLTEE 45° NOTE: 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. STA T E O F W A SHIN G T O N L I C E N S E D LANDSCA P E A R C HITECTN O . 2 1 0 32616 EX P . 0 7 /1 3/2025 T H O M A S R WAL K E R 0322 RTA/CN 0205-24 jding 11/05/2025 CURRENT PLANNING DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332227 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 LANDSCAPE IRRIGATION DETAILS S RENTON TRANSIT CENTER BT120-LRD103 BT120 A. KRINGEL A. KRINGEL L. FRENCH L. FRENCH 0 12/10/2024 AK LF LF ISSUED FOR BID NTS No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 12 / 0 3 / 2 4 | 10 : 2 1 A M | WA L K E R T 1 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ W A L K E R T 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - L R D 1 0 1 - 1 0 3 . D W G S1-BT120-LRD101-103 FACILITY ID: Xrefs: xS1-BTP120-CPP001 xS1-BTP120-LRP001 xS1-BTP120-CMP001 xBRT-CUD05-TB22x34 xS1-BTP120-VSF100 xS1-BT120-LRN101 xS1-BT120-VRX001 xS1-BT120-LPP001 xS1-BT120-LHP001 xS1-BT120-APP211 GB-SEAL-TRW21032616 DRIPLINE LAYOUT SCALE: NOT TO SCALE 1 - PEDESTAL MOUNTED CONTROLLER SCALE: NOT TO SCALE 3 - POP-UP ROTARY HEAD SCALE: NOT TO SCALE 2 - TYP. FV AR 4"-6" 1.MANUAL FLUSH VALVE, CONNECT TO EXHAUST HEADER. ONE PER CIRCUIT 2.EDGE OF PAVING OR HEADERBOARD 3.AIR/VACUUM RELIEF VALVE: INSTALL AT HIGH POINT - ONE PER CIRCUIT 4.EXHAUST HEADER - SIZE PER MANUF. KEY NOTES: 5.DRIPLINE 6.SUPPLY HEADER - SIZE PER MANUF. 7.DRIP VALVE CONTROL ZONE KIT 8.INSTALL 4" TO 6" FROM EDGE OF PAVING, HEADERBOARD OR PLANTER AREA, TYP. 9.DRIP IRRIGATION INDICATOR - PLACE IN VISIBLE LOCATION NEAR SIDEWALK 12" 1.FINISH GRADE 2.ROTARY SPRINKLER: PER PLAN 3.PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 4.PVC SCH 40 STREET ELL KEY NOTES: 5.PVC SCH 80 NIPPLE ( LENGTH AS REQUIRED) 6.PVC SCH 40 ELL 7.PVC SCH 40 TEE OR ELL 8.PVC LATERAL PIPE 9.PVC SCH 40 ELL KEY NOTES: 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. KEY NOTES: 1.SENSOR GUARD 2.MINI-CLIK 3.CONTROLLER PEDESTAL RAIN/FREEZE SENSOR SCALE: NOT TO SCALE 4 - POP-UP HEAD WITH SPRINKLER DONUT SCALE: NOT TO SCALE 5 - 1.FINISH GRADE 2.ROTARY SPRINKLER: PER PLAN 3.CONCRETE SPRINKLER DONUT KEY NOTES: 7.375" MIN 3.375" MIN SLEEVING BELOW WALL SCALE: NOT TO SCALE 6 - 6" 10 " 8" 24 " WALL, SEE STRUCTURAL PLANS PVC SLEEVE IRRIGATION PIPE STA T E O F W A SHIN G T O N L I C E N S E D LANDSCA P E A R C HITECTN O . 2 1 0 32616 EX P . 0 7 /1 3/2025 T H O M A S R WAL K E R DI 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 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 0323 RTA/CN 0205-24 jding 11/05/2025 CURRENT PLANNING DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332228 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 1001 LITTLELEAF LINDEN 7.4 7.4 7 10 70 SIGNIFICANT PROTECT ROW FENCING, SIGNAGE 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 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 1006 LITTLELEAF LINDEN 7.6 7.6 8 10 80 SIGNIFICANT PROTECT ROW FENCING, SIGNAGE, MULCHING, PRUNING, TRUNK PROTECTION 1007 LITTLELEAF LINDEN 7.4 7.4 8 10 70 SIGNIFICANT PROTECT ROW FENCING, SIGNAGE, MULCHING, PRUNING, TRUNK PROTECTION 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 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 1012 NO LONGER EXISTS 0.0 0.0 0 0 0 NON-SIGNIFICANT NA ROW 1013 LITTLELEAF LINDEN 9.5 9.5 8 12 80 SIGNIFICANT PROTECT ROW FENCING, SIGNAGE 1014 LITTLELEAF LINDEN 9.3 9.3 9 12 80 SIGNIFICANT PROTECT ROW FENCING, SIGNAGE 1015 FRONTIER ELM 9.0 9.0 14 14 80 SIGNIFICANT REMOVE ROW 1016 KATSURA 4.4,4.0 5.9 8 8 60 NON-SIGNIFICANT REMOVE ROW 1017 KATSURA 4.6 4.6 8 8 70 NON-SIGNIFICANT REMOVE ROW 1018 KATSURA 5.2 5.2 8 8 80 NON-SIGNIFICANT REMOVE ROW 1019 KATSURA 7.2 7.2 8 9 90 SIGNIFICANT REMOVE ROW 1020 KATSURA 5.3 5.3 7 7 60 NON-SIGNIFICANT REMOVE ROW 1021 KATSURA 5.0,5.4 7.4 9 10 60 SIGNIFICANT REMOVE ROW 1022 KATSURA 5.5 5.5 8 8 70 NON-SIGNIFICANT REMOVE ROW 1023 KATSURA 5.7,2.3, 3.9 7.3 7 10 50 SIGNIFICANT REMOVE ROW 1024 KATSURA 5.9 5.9 8 8 50 NON-SIGNIFICANT REMOVE ROW 1025 LITTLELEAF LINDEN 8.1 8.1 8 11 70 SIGNIFICANT PROTECT ROW FENCING, SIGNAGE, MULCHING 1025.1 AUSTRIAN PINE 12.3 12.3 10 16 80 SIGNIFICANT NO IMPACT PP 1026 LITTLELEAF LINDEN 7.0 7.0 7 9 30 SIGNIFICANT PROTECT ROW FENCING, SIGNAGE 1027 LITTLELEAF LINDEN 6.8 6.8 6 9 70 SIGNIFICANT PROTECT ROW FENCING, SIGNAGE, MULCHING 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 1028.1 BEACON OAK 2.2 2.2 3 6 70 NON-SIGNIFICANT PROTECT PP FENCING, SIGNAGE 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 1029 RED OAK 3.1 3.1 6 6 50 NON-SIGNIFICANT NO IMPACT ROW 1029.1 BEACON OAK 2.0 2.0 4 6 60 NON-SIGNIFICANT NO IMPACT PP 1029.2 AUSTRIAN PINE 10.6 10.6 10 14 80 SIGNIFICANT NO IMPACT PP 1030 KATSURA 2.1 2.1 3 6 10 NON-SIGNIFICANT REMOVE ROW 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 1031 KATSURA 6.2 6.2 10 10 70 SIGNIFICANT PROTECT ROW FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION 1032 KATSURA 3.5 3.5 6 6 60 NON-SIGNIFICANT PROTECT ROW FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION 1033 SUMMER SPRITE LINDEN 2.1 2.1 2 6 40 NON-SIGNIFICANT REMOVE ROW 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 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 4.7,4.3, 3.9 7.5 4 10 30 SIGNIFICANT PROTECT PP FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION 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 1039 NORWAY MAPLE 7.8 7.8 9 10 50 SIGNIFICANT REMOVE ROW 1040 NORWAY MAPLE 6.1 6.1 8 8 50 SIGNIFICANT REMOVE ROW 1041 NORWAY MAPLE 6.9 6.9 7 9 40 SIGNIFICANT REMOVE ROW 1042 NORWAY MAPLE 8.4 8.4 9 11 50 SIGNIFICANT REMOVE ROW 1043.1 NORWAY MAPLE 5.7,6.1 8.3 10 11 50 SIGNIFICANT REMOVE ROW 1043.2 NORWAY MAPLE 5.0 5.0 6 7 60 NON-SIGNIFICANT REMOVE ROW 1043 FREEMAN MAPLE 8.3,11.5 14.2 9 18 40 SIGNIFICANT REMOVE ROW 1044 NORWAY MAPLE 6.6 6.6 9 9 50 SIGNIFICANT REMOVE ROW 1045 NORWAY MAPLE 5.9 5.9 8 8 50 NON-SIGNIFICANT REMOVE ROW 1046 SHORE PINE 5.1,4.7, 4.6,5.9 10.2 12 13 50 SIGNIFICANT REMOVE PP 1047 BLACK LOCUST 18.0,14. 0 22.8 24 29 60 SIGNIFICANT REMOVE PP 1048 RED MAPLE 4.9 4.9 9 9 90 NON-SIGNIFICANT PROTECT PP FENCING, SIGNAGE 1049 THORNLESS HONEYLOCUST 7.9 7.9 12 12 90 SIGNIFICANT PROTECT PP FENCING, SIGNAGE 1050 PERSIAN PARROTIA 2.7 2.7 6 6 80 NON-SIGNIFICANT PROTECT PP FENCING, SIGNAGE 1051 PERSIAN PARROTIA 3.0 3.0 6 6 60 NON-SIGNIFICANT PROTECT PP FENCING, SIGNAGE 1052 PERSIAN PARROTIA 3.3 3.3 7 7 70 NON-SIGNIFICANT PROTECT PP FENCING, SIGNAGE 1053 PERSIAN PARROTIA 2.8 2.8 7 7 70 NON-SIGNIFICANT PROTECT PP FENCING, SIGNAGE 1054 RED MAPLE 6.0 6.0 10 10 80 SIGNIFICANT PROTECT PP FENCING, SIGNAGE, MULCHING, ALTERNATIVE EXCAVATION, IRRIGATION 1055 RED MAPLE 4.0 4.0 6 6 80 NON-SIGNIFICANT PROTECT PP FENCING, SIGNAGE 1056 ARBORVITAE SP. 4.2,4.5, 3.9,3.8, 2.1 8.5 6 11 50 SIGNIFICANT REMOVE PP 1057 ARBORVITAE SP. 3.8,2.4, 2.5,2.9 5.9 6 8 50 NON-SIGNIFICANT REMOVE PP 1058 ARBORVITAE SP. 3.8,3.8, 3.4,2.3, 4.1 7.9 6 10 50 SIGNIFICANT REMOVE PP 1059 CHINESE PHOTINIA 3.3 3.3 5 6 60 NON-SIGNIFICANT REMOVE PP 1060 CHINESE PHOTINIA 3.9 3.9 5 6 70 NON-SIGNIFICANT REMOVE PP *PP:PRIVATE PROPERTY STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 LANDSCAPE TREE INVENTORY TABLE BT120-LTS101 BT120 324 1 T. WALKER T. WALKER T. GOEPPINGER L. FRENCH 0 12/10/2024 TW LF LF ISSUED FOR BID 1 06/13/2025 TW LF LF ADDENDUM #1 RTA/CN 0205-24 NTS No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 9 / 2 5 | 10 : 5 3 A M | WA L K E R T 1 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ W A L K E R T 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - L T S 1 0 1 . D W G S1-BT120-LTS101 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 GB-SEAL-TRW21032616 STA T E O F W A SHING T O N L I C E N S E D LANDSCA P E A R C HITECTN O . 2 10 32616 EX P. 0 7 /1 3/2025 T H O M A S R WAL K E R 1 jding 11/05/2025 CURRENT PLANNING DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332229 No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 5 / 2 5 | 2: 5 3 P M | WA L K E R T 1 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ W A L K E R T 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - L T D 1 0 1 . D W G S1-BT120-LTD101 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 GB-SEAL-TRW21032616 TREE PROTECTION DETAIL - FENCE NTS 1 - STA T E O F W A SHING T O N L I C E N S E D LANDSCA P E A R C HITECTN O . 2 10 32616 EX P. 0 7 /1 3/2025 T H O M A S R WAL K E R STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 LANDSCAPE TREE PROTECTION DETAILS S RENTON TRANSIT CENTER BT120-LTD101 BT120 325 1 T. WALKER T. WALKER T. GOEPPINGER L. FRENCH 0 12/10/2024 TW LF LF ISSUED FOR BID 1 06/13/2025 TW LF LF ADDENDUM #1 ------------------------ ------------------------ ------------------------ ------------------------ ------------------------ RTA/CN 0205-24 NTS TREE PROTECTION DETAIL - SIGNAGE NTS 2 - 1 See specifications for additional requirements. jding 11/05/2025 CURRENT PLANNING TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 DEVELOPMENT ENGINEERING msippo 11/25/2025 R-4332230 29 29 30 30 28 28 29 27 28 26 28 2 6 26 27 28 2 8 29 LAKE 400+00 LAK E 4 0 1 + 0 0 GRADY 15 9 + 0 0 PC = LAKE 400+36.17 P T = L A K E 4 0 1 + 0 8 . 2 8 P C = L A K E 4 0 1 + 6 1 . 6 5 LAKE STA 400+00.05 = GRADY STA 158+70.91 X CO 29 29 30 30 28 28 29 27 28 26 28 2 6 26 27 28 2 8 29 LAKE 400+00 LAK E 4 0 1 + 0 0 GRADY 15 9 + 0 0 PC = LAKE 400+36.17 P T = L A K E 4 0 1 + 0 8 . 2 8 P C = L A K E 4 0 1 + 6 1 . 6 5 LAKE STA 400+00.05 = GRADY STA 158+70.91 X CO BT120-HHLV-10 N: 175082.27 E: 1298562.44 16'-6"W x 4'-2"L x 7'-0"H BT120-HHLV-08 N: 175082.37 E: 1298506.00 1 6'-6"W x 4'-2"L x 7'-0"H DUCTBANK CL N: 175099.14 E: 1298508.29 DUCTBANK CL N: 175144.82 E: 1298545.09 DUCTBANK CL N: 175162.84 E: 1298545.47 DUCTBANK CL N: 175101.96 E: 1298564.58 DUCTBANK CL N: 175154.35 E: 1298657.49 DUCTBANK CL N: 175163.13 E: 1298657.27 DUCTBANK CL N: 175094.56 E: 1298503.93 DUCTBANK CL N: 175144.64 E: 1298448.22 DUCTBANK CL N: 175163.36 E: 1298448.45 DUCTBANK CL N: 175163.13 E: 1298560.18 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 204-43 204-41 204-27 105-48 105-47 204-23 MWS-69 204-02 204-21 MWS-70 204-22 204-33 204-34 204-32 204-75204-39 204-35 FIL-7 12" D I 12 " S D 1 2 " S D 12" S D 1 2 " S D 12" D I 12" DI 12 " D I 12" DI 1 2 " D I 12 " S D 30" CONC CO W 1+ 0 0 . 0 0 1 + 5 0 . 0 0 2+ 0 0 . 0 0 2+11.73 SS SS SS SS SS SS SS SS N STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 ELECTRICAL SITE PLAN - YARD TO GANTRY S RENTON TRANSIT CENTER BT120-ESP204 BT120 326 1 D. TAFTFARREN E. HAJAS D. ANDERSON D. TAFTFARREN 0 12/10/2024 DT DA DT ISSUED FOR BID 1 06/20/2025 EH DA DT ADDENDUM #1 RTA/CN 0205-24 1"=20' 1 KEY NOTES: SEE DETAIL 4, SHEET BT120-EPD101 FOR VAULT DETAIL. 20 40 SCALE IN FEET 01020 (1" = 20') MA T C H L I N E : N O T U S E D T H I S S E R I E S MA T C H L I N E : N O T U S E D T H I S S E R I E S MATCHLINE: NOT USED THIS SERIES MATCHLI N E : N O T U S E D T H I S S E R I E S MATCHLIN E : N O T U S E D T H I S S E R I E S MA T C H L I N E : N O T U S E D T H I S S E R I E S MAT C H L I N E : N O T U S E D T H I S S E R I E S 102 103 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 KEY MAP SW GRA D Y WAY 101 104 105 107 106 N No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 04 / 2 8 / 2 5 | 9: 1 9 A M | HA J A S E S C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ H A J A S E S \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - E S P 2 0 4 . D W G S1-BT120-ESP204 FACILITY ID: Xrefs: xS1-BT120-VRX001 xS1-BTP120-CDP001 xS1-BTP120-CPP001 xS1-BTP120-GZK020 xS1-BTP120-CAP001 xS1-BT120-CGP001 xS1-BT120-CMP001 xS1-BT120-APP211 xS1-BT120-EPP101 xBRT-CUD05-TB22x34 xS1-BT120-GZK010 xS1-BT120-USP001 xS1-BT120-ECV001 SEE PROFILE ELEC - 4 ON SHEET BT120-ESV201 FOR DUCTBANK PROFILE SEE PROFILE ELEC - 3 ON SHEET BT120-ESV201 FOR DUCTBANK PROFILE SEE PROFILE ELEC - 2 ON SHEET BT120-ESV201 FOR DUCTBANK PROFILE SEE PROFILE ELEC - 1 ON SHEET BT120-ESV201 FOR DUCTBANK PROFILE A BT120-EPD120A BT120-EPD120 A BT120-EPD120 A BT120-EPD120 DELETED DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332231 10 15 20 25 30 35 40 10 15 20 25 30 35 40 ''27 . 3 ' 29 . 3 6 ' 26 . 6 29 . 5 3 26 . 1 29 . 7 2 25 . 9 29 . 2 7 26 . 1 28 . 4 1 26 . 4 ' 27 . 9 9 ' '' FINISHED GRADE @ DUCT CL EXISTING GROUND @ DUCT CLBT 1 2 0 - H H L V - 0 8 RI M 2 9 . 4 9 29" W x 26" H DUCTBANK EX. 30" CONC 10 15 20 25 30 35 40 10 15 20 25 30 35 40 ''27 . 4 ' 29 . 3 8 ' 26 . 6 29 . 5 5 26 . 5 29 . 7 6 26 . 9 29 . 9 6 26 . 1 30 . 1 5 '''' FINISHED GRADE @ DUCT CL EXISTING GROUND @ DUCT CL 27" SD BT 1 2 0 - H H L V - 0 8 RI M 2 9 . 4 9 29" W x 26" H DUCTBANK 10 15 20 25 30 35 40 10 15 20 25 30 35 40 ''25 . 9 ' 29 . 4 6 ' 26 . 8 29 . 3 8 27 . 7 29 . 6 6 27 . 0 29 . 9 6 26 . 0 30 . 2 0 '' FINISHED GRADE @ DUCT CL EXISTING GROUND @ DUCT CL 27" SD BT 1 2 0 - H H L V - 1 0 RI M 2 9 . 5 2 29" W x 26" H DUCTBANK 10 15 20 25 30 35 40 10 15 20 25 30 35 40 ''25 . 8 ' 29 . 4 5 ' 26 . 7 29 . 3 5 27 . 4 29 . 3 9 27 . 6 29 . 3 7 28 . 0 29 . 3 4 28 . 0 ' 29 . 2 7 ' 26 . 6 29 . 1 9 26 . 3 29 . 3 4 '' FINISHED GRADE @ DUCT CL EXISTING GROUND @ DUCT CL 27" SD BT 1 2 0 - H H L V - 1 0 RI M 2 9 . 5 2 29" W x 26" H DUCTBANK STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 ELECTRICAL DUCT BANK PROFILES S. RENTON TRANSIT CENTER BT120-ESV201 BT120 1 D. TAFTFARREN E. HAJAS D. ANDERSON D. TAFTFARREN 0 12/10/2024 DT DA DT ISSUED FOR BID 1 06/20/2025 EH DA DT ADDENDUM #1 RTA/CN 0205-24 1"=20' SCALE IN FEET 02.5 55 10 (1" = 5') No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 04 / 2 8 / 2 5 | 9: 2 4 A M | HA J A S E S C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ H A J A S E S \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - E S V 2 0 1 . D W G S1-BT120-ESV201 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 GB-SEAL-JY35420 xS1-BT120-ECV001 20 40 SCALE IN FEET 01020 (1" = 20') (HOR.)(VERT.) ELEC - 1 PROFILE SCALE: 1"=20'; 1"=5'V ELEC - 3 PROFILE SCALE: 1"=20'; 1"=5'V ELEC - 4 PROFILE SCALE: 1"=20'; 1"=5'V ELEC - 2 PROFILE SCALE: 1"=20'; 1"=5'V DELETED 327 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332232 C C C STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 ELECTRICAL DETAILS S RENTON TRANSIT CENTER BT120-EPD120 BT120 328 1 D. TAFTFARREN E. HAJAS D. ANDERSON D. TAFTFARREN 0 12/10/2024 DT DA DT ISSUED FOR BID 1 06/20/2025 EH DA DT ADDENDUM #1 RTA/CN 0205-24 NTS GRADE 1KV DC & COMM/CONTROL DUCT BANK A BT120-ESP204 2'-5" #4/0G 3' - 0 " 0' - 4 " 0' - 3 " (T Y P ) 0' - 5 " 0'-3" (TYP) 2' - 1 1 / 2 " (9) 3" DC CONDUITS (3) 3" COMM CONDUITS No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 04 / 2 8 / 2 5 | 9: 1 7 A M | HA J A S E S C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ H A J A S E S \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - E P D 1 2 0 . D W G S1-BT120-EPD120 FACILITY ID: Xrefs: GB-SEAL-DCW29936 xBRT-CUD05-TB22x34 DETECTABLE MARKING TAPE 1' - 6 " DELETED DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332233 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 SYSTEMS COMMUNICATION - LEGEND BT120-JCN201 BT120 M. COX W. TURNER S. WHITE P. LAVALLEE 0 12/10/2024 MC SW PPL ISSUED FOR BID NTS No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 11 / 1 5 / 2 4 | 1: 2 7 P M | TU R N E R W 6 9 4 6 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - T U R N E R W 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - J C N 2 0 1 . D W G S1-BT120-JCN201 FACILITY ID: INDICATES SYSTEM CONDUIT INDICATES WESTBOUND OR EASTBOUND DIRECTION INDICATES STATION NO. BTXXXD-SC-YY DESCRIPTION COMMUNICATIONS CONDUIT LABEL SYMBOLS COMMUNICATIONS SYMBOLS INDICATES CONDUIT NO. INDICATES PROJECT ID UNDERGROUND CONDUIT FIXED DOME CAMERA (CAM) - ARROWS INDICATES ORIENTATION PULL BOX P PB COMMUNICATIONS TYPE 2 JUNCTION BOX COMM. CABINET EQUIPMENT LABEL INDICATES EQUIPMENT TYPE INDICATES WESTBOUND OR EASTBOUND DIRECTION INDICATES STATION NO. BTXXXD-DEVYYY DESCRIPTION SYMBOLS INDICATES EQUIPMENT NO. INDICATES PROJECT ID 1.COORDINATE CONDUIT ROUTING WITH ELECTRICAL. SEE DWGS BT120-ESP101 THROUGH BT120-EPP242. 2.CONDUITS BENDS SHALL COMPLY WITH NEC OR MANUFACTURER REQUIREMENTS, WHICHEVER IS STRICTER. 3.CONTRACTOR TO VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO THE START OF THE WORK SHOWN IN THE SYSTEMS DRAWINGS. 4.COORDINATE CONDUIT ROUTING WITH STRUCTURAL FOUNDATIONS. SEE DWGS BT120-SFP001 THROUGH BT120-SFP241. 5.ALL CONDUIT INSTALLATIONS SHALL HAVE SPARE PULL STRINGS. SECURE PULL STRINGS TO JUNCTION BOX LID, OR STRUCTURE. 6.COMMUNICATIONS CONDUIT ROUTING SHOWN SCHEMATICALLY. 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 TRANSIT (ST). PROVIDE LABEL WITH THE RESPECTIVE OWNER'S IDENTIFICATION (KCM OR ST) IN ADDITION TO THE DISCIPLINE MARKER (COMM) TO ALL JUNCTION BOX LIDS. CUSTOMER EMERGENCY STATION FIBER OPTIC VAULT FO COMMUNICATION TYPE 5 JUNCTION BOX COMMUNICATION TYPE 8 JUNCTION BOX GENERAL NOTES DRAWING ABBREVIATIONS LOCAL CONTROL PANEL,LCP CATEGORY 6CAT6 NVR NETWORK VIDEO RECORDER SYSTEM CONTROL UNITSCU CAM CAMERA ETHERNET SWITCHETH LIGHTING CONTROL PANEL VARIABLE MESSAGE SIGNVMS WIRELESS ACCESS POINTWAP SMART CARD READERSCR DISTRIBUTION CABINETDC CANOPY COLUMNCC HAND HOLEHH TICKET VENDING MACHINETVM SYSTEM CONDUITSC CUSTOMER EMERGENCY STATIONCES MHSC SIGNALS/COMMUNICATION MANHOLE KCM KING COUNTY METRO CITY OF RENTONCOR OPTICAL CABLE ENTRANCE FACILITYOCEF POWER OVER ETHERNET EXTENDERPOE EXT WAYSIDE VALIDATORWV 12/02/2024 0329 RTA/CN 0205-24 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332234 CONC RA I N I E R A V E S S B RA I N I E R A V E S N B RA I N I E R A V E S N B RA I N I E R A V E S S B HA R D I E A V E S W SR - 1 6 7 N B SR - 1 6 7 S B GRADY WAY E B GRADY WAY E B GRADY WAY E B GRADY WA Y E B SR - 1 6 7 S B SR - 1 6 7 N B LAK E A V E S LA K E A V E S CONC UT UT UT H H H H H VLT VLT VLT VLT VLT VLTS / / / / BUS SHELTER TRASHBIN TRASHBIN BUS SIGNPOWERCABINET SW SW SW SW / /BUS SHELTER TRASHBIN TRAFFICCONTROLCABINET SW SW SW SW SW SW SW SW SW CON C W A L L S 7TH ST SD SD SD S S SD 1 8 " C O N C TT T E TRAFFICVLTTS SLHH TMH GVFOFO2FOMH GV GV GV ITSVLT 2TS LTVLT LTVLT TC SLHH LTHH CEN T U R Y L I N K VLT ELE C VLT GV TS LT HH TS LT VLT ELEC VLT 2 MISCMH TS-LTVLT GV GV SLHHHHLTHHTCHH FOFOMH FOFOMH FOFOMH TS LTHH LTHH TMH ICV ICV TMH GV BROADBANDVLT LTHH IC V ICVIC V ICVIC V HH ELE C VLT HH ICV ICV 2HH ELE C VLT LT H H ELEC V L T LT H H ELEC VLT LTHH ICV GV GATE CW SW SW CO N C BEN C H 4' W O O D F N C C W SW C O N C B E N C H CO N C B E N C H AR T W O R K CO N C SW CONC SEAM S ( T Y P )OE OE OE OE O OE OE OE OE OE SW SW SW DR W E CO E E E E E E E E W E EE HH HH HH HH HH HH HH HH HH HH HH HHHH HH HH HH HH HH HH HH HH 3HH HH HH HH HH HH HH HH HH HH HH HH HH HH HH HH 2 HH HH EL E C V L T ELECVLT EL E C V L T ELECVLT ELECVLT 2ELEC VLT ELECVLT GV GV GV HH E HH HH ELECVLT HH HH FO E G G GE E E E EC FO E E E E W W FO E EE C C C C C E E E E E E WW W G G G G T TS HHHH HH HH HH HH TMH VLT TS VLT HH VLT HH DETECTOR LOOP (TYP) DETECTOR LOOP (TYP) E E E E E E E E E E E E E E E E E E E E G G G G FO FO FO FO FO FOFO FO F O FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO W W W W W W W SDSD SD SD SD SD SD F O FO FO FO FO FO FO FO FO FO FO FO SDSD SD SD SD SD SD SD SD SD SD SD SD SDSDSD SD SD SD W S S SSSS SSSSSSSSSSSS SS E E E E E FOFOFOFOFOFO HH SW 2' FNC GATE SW SW SW SW SW SW SW SW OE OE OE OE O OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE O E OE OE OE OE OE OE OE OE OE OE OE OE E OE OE OE OE OE OE OE OE OE O E OE OE OE OE OE OE OE OE OE OE OE OE O E OE OE OE OE OE OE OE OE OE OE OE OE O E OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE O E OE OE OE OE OE OE OE OE OE OE OE DETECTORLOOP (TYP) DETECTORLOOP (TYP) MISC VALV SD SS E SS SS SS SS SS SS SS METAL POLE METAL POLE METAL POLE OE OE OE OE OE OE OE OE OE OE OE OE OE / / / / / / ///// / / / / / / // / // SL SL G G G E E E E E E E E E E E FO FO FO FO FO FO FO FO FO FOFO FO FO FO FO FO FO FOFOFOFOFOFOFOFO FO FOFO FO FO FO FO FO FOFO FO FO FOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO SSSS SS SS SS SS SS SS SS SS W W W W W W W W W WW W W W W W WWWWW W W W W WW W W W W W W W WWW W W W W SDSD SDSDSDSDSDSDSD SD SD SD SS SS SS FO FO FO FO F O FO FO SS S D S D SD S D S D SD SS SS SD SS SS SD SS SS SSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S SS SS SS SS S S SS SS SS SS SS SS SS SD SD SD SD SD SD SD SD SDSD SDSD SDSDSDSDSDSD SD SD SD SD SD SD SD SD SD W W W WW SS SS SS SS SS SS SS S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSS SSSSSSSSSSSSSSSSSSSS SS FO E E E E E E CO M C A S T CO M C A S T COM C A S T CO M C A S T COM C A S T CO M C A S T CO M C A S T CO M C A S T CO M C A S T C O M C A S T CO M C A S T COMCAST CO M C A S T COMCAST CO M C A S T COMCAST COM C A S T F O CO M C A S T CENTURYLINK CENTUR Y L I N K F O CENT U R Y L I N K F O CENTUR Y L I N K F O CENTU R Y L I N K F O CENTURYLI N K F O CENTURYL I N K F O CE N T U R Y L I N K F O PS E 2-P S E 2-P S E 3-P S E PSE 2-PS E 2-PSE 2-PSE 2-PSE 2-PSE PS E PSE PSE PSE PSE PSE PS E RENTONRENTON RENTON RE N T O N RE N T O N REN T O N RE N T O N RE N T O N RENTO N RENTON RENTO N RE N T O N RENTON RE N T O N R E N T O N RE N T O N WS D O T F O W S D O T F O 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 2-Z A Y O F O 2-ZAYO FO PSE GAS PS E G A S PSE G A S PSE G A S PSE GAS PSE GA S PSE G A S PSE G A S PSE G A S UTIL VLT HH HH C HH HH ELECVAULT HH GV 5'4" D P 6'8" D P 5' D P 4' DP 4' DP 3' D P 3'9" DP 3'4" D P 2'11" DP 6'9" DP 1'DP 1'1 1 " D P 2'3 " DP 2' D P 2' DP 3'11" DP 4'10" DP 5'9" DP 4'7" DP 2'6" DP 2'6" DP 7'11" DP 11' DP4'9" DP 4'9" DP13'6" DP 6'3" DP 5'8" DP 4'1 " D P 3'6 " D P 4'8 " D P 12'6" DP 13'6" DP 11'6"DP10' DP 8' 5 " D P 8' 1 1 " D P 8' 1 0 " D P 9' D P 3'3" DP 3'1" DP 3'2" DP 2'10" DP 3'1" DP 2'2 " D P 2'8" DP 2'7" D P 2'8" D P 3'6" DP 3'9" DP 3'10" DP 4'3" DP 2'3" D P 2'4"DP 2'5" DP 5'4" DP 5' DP5'5" DP4'8" DP 4'DP 3'7"DP 3'11"DP 6'4" DP 6'3" D P 6'7" D P 2'DP 400 404 418 CONC SEAMS ( T Y P ) SD SD SD SD CO HH 2'6" DP 1'3" DP 1'11" DP 2'2" DP 3'11" DP 4'5" DP5'6" DP 6' DP4' DP 4'2" DP 2'4" DP 12' DP SS SS SS 3'6 " 4'8" 8'1 1 " 1'7" 2' 6'9" 4'5" ED(TYP.) ED(TYP . ) ED (TYP . ) SS SS SS HH HHHHHH ELEC VLT ELEC VLT HHHH SLHH SLHH/ / BIKESTORAGE ELECPED GROUNDROD 6" TREE30' DLN SD LAKE AVE S 1.5' RET WALLPLANTER 1.5' RET WALLPLANTER SS 2'10 " 3'10" 3'0" 4'0" 4'3" 4'6" 4'11" 5'0" CO SD SD CO COCOCOCOCOCO CO CO CO CO CO CO R5 1 . 9 0 R4 8 . 5 4 R5 0 . 0 0 R2 0 . 0 0 R1 9 . 8 9 R 3 0 . 0 0 R3 5 . 0 0 R40 . 0 0 R4 0 . 0 0 R4 5 . 0 0 R3 5 . 0 0 R5 0 . 0 0 R3 5 . 0 0 R5 0 . 0 0 CO CO BUS BAY 7 BUS BAY 6 BUS BAY 5 BU S B A Y 2 BUS B A Y 8 BUS BAY 3 BUS BAY 4 BU S B A Y 1 F / / / / / / / / / // / / / / / / / //////////// SW 7TH ST 255+00 SW 7TH ST 245+00SW 7TH ST 246+00SW 7TH ST 247+00SW 7TH ST 248+00SW 7TH ST 249+00 SW 7TH ST 250+00 SW 7TH ST 251+00SW 7TH ST 252+00SW 7TH ST 253+00SW 7TH ST 254+00 BP = S W 7 T H S T 2 4 5 + 0 0 . 0 0 EP = S W 7 T H S T 2 5 5 + 0 0 . 0 0 SW 7TH ST STA 249+99.98 = RAINIER STA 212+42.13 FO FO FO FO FO STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 SYSTEMS SITE COMMUNICATIONS AREA PLAN BT120-JCP100 BT120 M. COX W. TURNER S. WHITE P. LAVALLEE 0 12/10/2024 MS SW PPL ISSUED FOR BID 1"=80' No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 11 / 1 5 / 2 4 | 1: 2 7 P M | TU R N E R W 6 9 4 6 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - T U R N E R W 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - J C P 1 0 0 . D W G S1-BT120-JCP100 FACILITY ID: N SCALE IN FEET 040 8080 160 (1" = 80') HA R D I E A V E AREA MAP 1" = 80' S GRADY W A Y LA K E A V E S SR - 1 6 7 RAI N I E R A V E S NORTH DRIVEWAY SOUTH DRIVEWAY102 103 201 202 203 204 205 101 104 105 106 107 CROSS REFERENCING OF DRAWINGS BASE SHEET TITLE 1"=20' DRAWING SETS NOT USED NOT USED NOT USED S1-BT120-JCP104 S1-BT120-JCP105 S1-BT120-JCP106 NOT USED 101 102 103 104 105 106 107 CROSS REFERENCING OF DRAWINGS BASE SHEET TITLE 1"=20' DRAWING SETS S1-BT120-JCP201 S1-BT120-JCP202 S1-BT120-JCP203 S1-BT120-JCP204 S1-BT120-JCP205 201 202 203 204 205 12/02/2024 0330 RTA/CN 0205-24 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332235 XXXXXXXXXX X X CONC VLT SS SS SS SS SS SS SS SS S S SD 1 8 " C O N C SW C O N C B E N C H C O N C B E N C H A R T W O R K CONC SEAMS (TYP) OE OE OE OE OE OE SW SWE E HH HH 2 HH HH 2ELEC VLT HH E E E E E E E E E E E E E E E EEE E EEEEE E E E E E E E E E E E FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO W W W W SD SD SD SD SD SD SD SD SD SD SD SD FO FO FO FO FO FO FO FO SD SD S D FO FO FO OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE SD SL FO FO FO FO FO FO FO SS SS SS SS SS SS SS SS SS SS SS C O M C A S T COMCAST CO M C A S T C E N T U R Y L I N K F O CENTURY L I N K F O PSE 2-ZAYO FO 2-ZAYO FO 2-ZAYO FO 4'10" DP 5'9" DP 4'7" DP 2'6" DP 2'6" DP 8 ' 5 " D P 8 ' 1 1 " D P 8 ' 1 0 " D P 9 ' D P 3'3" DP3'1" DP3'2" DP2'10" DP 3'1" DP 2'4" DP 2'5" D P 4'DP 3'7" DP 400 W W E E E E E CCCC CONC SEAMS (TYP) C C SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD 6' DP 4' DP 8' 1 1 " SD SD SD SD SD SD SD SD SD ////////////////////// GRADY 151+00 GRADY 152+00 GRADY 153+00 GRADY 154+00 GRADY 155+00 GRADY 156+00 2. 5 3 ' 3.83' STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 SYSTEMS SITE COMMUNICATIONS GRADY STA 151+00 TO GRADY STA 156+50 BT120-JCP104 BT120 M.COX W.TURNER S.WHITE P.LAVALLEE 0 12/10/2024 MC SW PPL ISSUED FOR BID 1"=20' No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 11 / 1 5 / 2 4 | 1: 2 8 P M | TU R N E R W 6 9 4 6 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - T U R N E R W 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - J C P 2 0 1 - 2 0 5 . D W G S1-BT120-JCP201-205 FACILITY ID: 20 40 SCALE IN FEET 01020 (1" = 20') N MA T C H L I N E : G R A D Y S T A 1 5 6 + 5 0 SE E D W G B T 1 2 0 - J C P 1 0 5 MATCHLINE: SEE DWG BT120-JCP205 MATCHLINE: SEE DWG BT120-JCP204 102 103 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRADY WAY 101 104 105 KEY MAP LA K E AV E S 107 106 1BT120-CAM-13 17 BT120-HH-24BT120-SC-96 BT120-SC-88 BT120-SC-64 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 2 BT120-HH-29 1BT120-CAM-17 BT120-SC-97 BT120-SC-99 CONSTRUCTION NOTES: 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. INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD DETAIL J-40.10-04. INSTALL POE EXTENDER AND ASSOCIATED POLE-MOUNTED JUNCTION BOX. SEE DETAILS ON DWG BT120-JCD202. INSTALL TYPE 8 JUNCTION BOX PER WSDOT STANDARD DETAIL J-40.30-04. 1 2 15 15 N BT120-SC-65BT120-SC-89 BT120-SC-98 17 S GRADY WAY 12/02/2024 0331 RTA/CN 0205-24 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332236 X X UT S D S D SW C C C C C C C C C C C E EEEEEE T TS HH HH HH HHHH HH TMH VLT TS VLT HH VLT HH DETECTOR LOOP (TYP) DETECTOR LOOP (TYP) E E E E E E E E FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO SDSDSDSD SD SD SD SD SD SD SD SD SD SD SD SD SD FO FO FO HH SW X X X 2' FNC GATE SW SW SW SW OE OE OE OE OE OE OE OE OE OE OE OE OEOEOEOEOEOEOEOEOEOEOEOEOEE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE E OE OE OE OE OE OE OE OE OE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE OE OE OE OE OE OE SD SD SD SD SD SD SL FO FO FO CENTURYLINK FO CENTURYLINK FO 2-PSE 2-PSE 2-PSE 2-ZAYO FO 2-ZAYO FO 2-ZAY O F O 2-ZAYO FO 7'11" DP11' DP 4'9" DP 4'9" DP 13'6" DP 6'3" DP 5'8" DP 12'6" DP13'6" DP11'6" DP 10' DP CCCCCC E SD SD SHH 4'2" DP 2'4" DP 12' DP ED (TYP.) GRADY 160+46GRADY 157+00 GRADY 158+00 GRADY 159+00 GRADY 160+00 3.21' 3. 6 6 ' 2. 4 1 ' 1. 9 3 ' 8.04' STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 SYSTEMS SITE COMMUNICATIONS GRADY STA 156+50 TO GRADY STA 160+46.15 BT120-JCP105 BT120 M.COX W.TURNER S.WHITE P.LAVALLEE 0 12/10/2024 MC SW PPL ISSUED FOR BID 1"=20' No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 11 / 1 5 / 2 4 | 1: 2 8 P M | TU R N E R W 6 9 4 6 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - T U R N E R W 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - J C P 2 0 1 - 2 0 5 . D W G S1-BT120-JCP201-205 FACILITY ID: N 20 40 SCALE IN FEET 01020 (1" = 20') MA T C H L I N E : G R A D Y S T A 1 5 6 + 5 0 SE E D W G B T 1 2 0 - J C P 1 0 4 MATC H L I N E : SEE D W G B T 1 2 0 - J C P 2 0 4 MATCHLINE: LAKE STA 401+50 SEE DWG BT120-JCP106 102 103 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRADY WAY 101 104 105 KEY MAP LA K E AV E S 107 106 BT120-SC-80 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 CONSTRUCTION NOTES: 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. INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD DETAIL J-40.10-04. INSTALL POE EXTENDER AND ASSOCIATED POLE-MOUNTED JUNCTION BOX. SEE DETAILS ON DWG BT120-JCD202. 1 2 2 BT120-HH-05 1BT120-CAM-18 BT120-SC-100 15 15 N BT120-SC-81 S GRADY WAY LAK E A V E S 12/02/2024 0332 RTA/CN 0205-24 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332237 SD SD SD SD SD SD SD SD SD E H H H H E L E C V L T H H H H E E E E E X SW SW SW SW S W OE OE OE OE OE OE OE OE OE OE OE OE O E O E OEOEOEOEOEOEOEOEOE OE OE OE OE OE OE OE OE OE OE OE S D S D S D 2 - P S E 2 - P S E 41 8 H H E L E C V L T E L E C P E D G R O U N D R O D 6" T R E E 3 0 ' D L N 1 . 5 ' R E T W A L L P L A N T E R S D S D SD SD F F F F C C 1.93' 8. 0 4 ' 1 BT120-CAM-16 20 40 SCALE IN FEET 01020 (1" = 20') N STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 SYSTEMS SITE COMMUNICATIONS LAKE STA 401+50 TO LAKE STA 405+50 BT120-JCP106 BT120 M. COX W. TURNER S. WHITE P. LAVALLEE 0 12/10/2024 MC SW PPL ISSUED FOR BID 1"=20' MATCHLINE: SEE DWG BT120-JCP204 LAKE AVE S BT120-SC-101 BT120-SC-85 2 BT120-HH-30 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 1-2"1-CAT6 ST SITE CAMERA 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. INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD DETAIL J-40.10-04. INSTALL POE EXTENDER AND ASSOCIATED POLE-MOUNTED JUNCTION BOX. SEE DETAILS ON DWG BT120-JCD202. CONSTRUCTION NOTES: 1 2 15 15 102 103 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 SW GRADY WAY 101 104 105 KEY MAP LA K E AV E S 107 106 No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 11 / 1 5 / 2 4 | 1: 2 8 P M | TU R N E R W 6 9 4 6 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - T U R N E R W 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - J C P 2 0 1 - 2 0 5 . D W G S1-BT120-JCP201-205 FACILITY ID: M A T C H L I N E : S E E D W G B T 1 2 0 - J C P 1 0 5 MATCHLINE: SEE DWG BT120-JCP202 N BT120-SC-86 MAT C H L I N E : SEE D W G B T 1 2 0 - J C P 1 0 5 12/02/2024 0333 RTA/CN 0205-24 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332238 VLT HH H H HH SD SD SD SD SD SD SD X X COMCAST FO CO M C A S T PSE GAS EEEEEEEE G HH C C C SS SS SS SS SS 3'1 0 " 4'0" 4'3"4'6" 4'11"5'0" BUS BAY 2 BUS BAY 8 BUS BAY 1 FO 5. 4 9 ' 7. 9 3 ' 3. 8 5 ' 3. 9 1 ' 4.03' 15.95' 12.96' 3. 1 8 ' 30.45' 3. 2 2 ' N 20 40 SCALE IN FEET 01020 (1" = 20') HARDIE AVE SW RA I N I E R A V E S STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 SYSTEMS SITE COMMUNICATION PLAN S RENTON TRANSIT CENTER BT120-JCP201 BT120 334 1 M. COX W. TURNER S. WHITE M. COX 0 12/10/2024 MC SW MC ISSUED FOR BID 1 06/13/2025 MC SW MC ADDENDUM #1 RTA/CN 0205-24 1"=20' No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 6 / 2 5 | 2: 3 1 P M | TU R N E R W 6 9 4 6 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - T U R N E R W 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - J C P 2 0 1 - 2 0 5 . D W G S1-BT120-JCP201-205 FACILITY ID: MATCHLINE: SEE DWG BT120-JCP203 4 7 1BT120-CAM-03 1BT120-CAM-05 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. INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD DETAIL J-40.10-04. 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. INTERCEPT EXISTING FIBER INTERCONNECT CONDUIT AND INSTALL NEW COR/KCM CABLE VAULT PER WSDOT STANDARD DETAIL J-90.21-02. INSTALL KING COUNTY FIBER OPTIC VAULT PER WSDOT STANDARD DETAIL J-90.21-02. EXISTING 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. INSTALL TYPE 8 JUNCTION BOX PER WSDOT STANDARD DETAIL J-40.30-04. 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. CONSTRUCTION NOTES: BT120-MHSC-01 BT120-SC-25 BT120-SC-23 BT120-SC-19BT120-SC-21 BT120-SC-12BT120-SC-10 BT120-SC-27 BT120-SC-34 BT120-SC-32 BT120-SC-30 BT120-SC-28 17BT120-HH-03 3 BT120-HH-04 3 BT120-HH-06 17BT120-HH-07 17BT120-HH-08 BT120-SC-14 2BT120-HH-09 1 2 3 4 6 7 1 BT120-JCP206 1 BT120-JCP207 BT120-CAM-01 18 BT120-SC-16 BT120-SC-17 BT120-SC-07 3BT120-HH-02 CONDUIT AND WIRING SCHEDULE CONDUIT TAG EQUIPMENT CONDUIT SIZE WIRE TYPE REMARK COMMENTS FROM TO BT120-SC-07 BT120-HH-02 BT120-CAM-03 2"1-CAT6 ST SITE CAMERA BT120-SC-08 BT120-HH-04 BT120-HH-02 2"1-CAT6 ST SITE CAMERA BT120-SC-09 BT120-HH-04 BT120-HH-02 2"SPARE ST SITE CAMERA BT120-SC-10 BT120-HH-102 BT120-HH-03 2"1-12SMFO ST SITE FIBER BT120-SC-11 BT120-HH-102 BT120-HH-03 2"SPARE ST SITE FIBER BT120-SC-12 BT120-HH-05 BT120-HH-06 2"4-CAT6 ST SITE CAMERA BT120-SC-13 BT120-HH-05 BT120-HH-06 2"SPARE ST SITE CAMERA BT120-SC-14 BT120-HH-103 BT120-HH-09 2"1-CAT6 ST SITE CAMERA BT120-SC-15 BT120-HH-103 BT120-HH-09 2"SPARE ST SITE CAMERA BT120-SC-16 BT120-HH-09 BT120-CAM-01 2"1-CAT6 ST SITE CAMERA BT120-SC-17 BT120-HH-04 BT120-HH-06 2"1-CAT6 ST SITE CAMERA BT120-SC-18 BT120-HH-04 BT120-HH-06 2"SPARE ST SITE CAMERA BT120-SC-19 BT120-HH-03 BT120-HH-07 4"2-12SMFO ST PROVIDER/SITE FIBER BT120-SC-20 BT120-HH-03 BT120-HH-07 4"SPARE ST PROVIDER/SITE FIBER BT120-SC-21 BT120-MHSC-02 BT120-HH-08 4"2-24SMFO KCM KCM/PROVIDER FIBER BT120-SC-22 BT120-MHSC-02 BT120-HH-08 4"SPARE KCM KCM/PROVIDER FIBER BT120-SC-08 102 103 106 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 KEY MAP SW GRAD Y WAY 101 104 105 107 M A T C H L I N E : S E E D W G B T 1 2 0 - J C P 2 0 2 N BT120-SC-09 BT120-SC-11 BT120-SC-13 BT120-SC-15 BT120-SC-18 BT120-SC-20BT120-SC-22 BT120-SC-24 BT120-SC-26 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 BT120-SC-29 BT120-SC-31 BT120-SC-33 BT120-SC-35 17 18 1 1 06/10/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332239 W W W W W S D S D X X X X OE OE O OE OE OE OE OE OE OE OE SD BUS BAY 7 BUS BAY 6 BUS BAY 5 BU S B A Y 2 BUS BAY 3 BUS BAY 4 4. 8 4 ' 5.42' 6.50' 2. 6 9 ' N 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 SYSTEMS SITE COMMUNICATION PLAN S RENTON TRANSIT CENTER BT120-JCP202 BT120 335 1 M. COX W. TURNER S. WHITE M. COX 0 12/10/2024 MC SW MC ISSUED FOR BID 1 6/13/2025 MC SW MC ADDENDUM #1 RTA/CN 0205-24 1"=20' No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 1 2 / 2 5 | 1: 0 6 P M | TU R N E R W 6 9 4 6 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - T U R N E R W 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - J C P 2 0 1 - 2 0 5 . D W G S1-BT120-JCP201-205 FACILITY ID: MA T C H L I N E : S T A 1 3 + 8 5 SE E D W G B T 1 2 0 - J C P 2 0 1 MATCHLINE: STA 14+20 SEE DWG BT120-JCP204 1 CONSTRUCTION NOTES: BT120-CAM-072BT120-HH-28 1 BT120-JCP208 1 BT120-JCP209 BT120-SC-36 BT120-SC-40 18 BT120-CAM-06 BT120-SC-41 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 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. INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD DETAIL J-40.10-04. 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. 1 2 BT120-SC-38 2 BT120-HH-11 102 103 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 KEY MAP SW GRAD Y WAY 101 104 105 107 106 MA T C H L I N E : SE E D W G B T 1 2 0 - J C P 1 0 6 N BT120-SC-37 BT120-SC-39 18 1 06/10/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332240 SD E H H H H HH HH C C C SD SD SD S D C CO FO FO FO FO18.14' 0. 7 1 ' 5.64' 1. 2 0 ' 3. 9 6 ' 3. 5 0 ' 14.34' 3. 8 9 ' 3.99' 3.76' 6. 9 0 ' 5.36' 3.74' 4. 3 8 ' 3.72' 8. 1 5 ' 19.52' 20 40 SCALE IN FEET 01020 (1" = 20') N STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 SYSTEMS SITE COMMUNICATION PLAN S RENTON TRANSIT CENTER BT120-JCP203 BT120 336 1 M. COX W. TURNER S. WHITE M. COX 0 12/10/2024 MC SW MC ISSUED FOR BID 1 06/13/2025 MC SW MC ADDENDUM #1 RTA/CN 0205-24 1"=20' MA T C H L I N E S E E D W G B T 1 2 0 - J C P 2 0 4 No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 0 6 / 2 5 | 2: 3 1 P M | TU R N E R W 6 9 4 6 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - T U R N E R W 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - J C P 2 0 1 - 2 0 5 . D W G S1-BT120-JCP201-205 FACILITY ID: MATCHLINE SEE DWG BT120-JCP201 MATCHLINE: SEE DWG BT120-JCP205 CONSTRUCTION NOTES: 1 BT120-CAM-08 1BT120-CAM-09 6 5 10 R A I N I E R A V E S 8 BT120-MHSC-03 BT120-SC-03 BT120-HH-12 BT120-SC-05 BT120-SC-42 BT120-SC-54 BT120-SC-62 2BT120-HH-13 17 BT120-HH-17 17 BT120-HH-15 2BT120-HH-14 2BT120-HH-16 BT120-MHSC-04 BT120-MHSC-05 BT120-SC-25 9 BT120-CES-02 BT120-SC-32 BT120-SC-34 BT120-SC-50 BT120-SC-52 BT120-SC-56 BT120-SC-58 BT120-SC-60 BT120-SC-64 BT120-SC-43 BT120-SC-45 BT120-SC-46 CONDUIT AND WIRING SCHEDULE CONDUIT TAG EQUIPMENT CONDUIT SIZE WIRE TYPE REMARK COMMENTS FROM TO BT120-SC-01 BT120-MHSC-01 BT120-MHSC-02 4"1-24SMFO KCM KCM FIBER BT120-SC-02 BT120-MHSC-01 BT120-MHSC-02 4"SPARE KCM KCM FIBER BT120-SC-03 BT120-MHSC-03 BT120-HH-01 4"1-12SMFO ST PROVIDER FIBER BT120-SC-04 BT120-MHSC-03 BT120-HH-01 4"SPARE ST PROVIDER FIBER BT120-SC-05 BT120-MHSC-02 BT120-MHSC-03 4"1-24SMFO KCM PROVIDER FIBER BT120-SC-06 BT120-MHSC-02 BT120-MHSC-03 4"SPARE KCM PROVIDER FIBER BT120-SC-21 BT120-MHSC-02 BT120-HH-08 4"2-24SMFO KCM KCM/PROVIDER FIBER BT120-SC-22 BT120-MHSC-02 BT120-HH-08 4"SPARE KCM KCM/PROVIDER FIBER 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-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 BT120-SC-42 BT120-HH-12 BT120-CAM-08 2"1-CAT6 ST SITE CAMERA BT120-SC-43 BT120-MHSC-04 BT120-HH-13 2"3-CAT6 ST CAM/EMERG. STA BT120-SC-44 BT120-MHSC-04 BT120-HH-13 2"SPARE ST CAM/EMERG. STA BT120-SC-45 BT120-HH-13 BT120-CAM-09 2"1-CAT6 ST SITE CAMERA BT120-SC-46 BT120-HH-13 BT120-CES-02 2"1-CAT6 ST EMERGENCY STA BT120-SC-47 BT120-HH-13 BT120-HH-10 2"1-CAT6 ST SITE CAMERA BT120-SC-48 BT120-HH-13 BT120-HH-10 2"SPARE ST SITE CAMERA BT120-SC-49 BT120-HH-10 BT120-CAM-02 2"1-CAT6 ST SITE CAMERA BT120-SC-50 BT120-MHSC-04 BT120-HH-14 2"10-CAT6 ST SITE CAMERA BT120-SC-51 BT120-MHSC-04 BT120-HH-14 2"SPARE ST SITE CAMERA BT120-SC-52 BT120-MHSC-05 BT120-HH-15 4"1-24SMFO KCM KCM/SITE FIBER BT120-SC-53 BT120-MHSC-05 BT120-HH-15 4"SPARE KCM KCM/SITE FIBER 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-56 BT120-HH-14 BT120-HH-16 2"5-CAT6 ST SITE CAMERA BT120-SC-57 BT120-HH-14 BT120-HH-16 2"SPARE ST SITE CAMERA BT120-SC-58 BT120-HH-15 BT120-HH-17 4"1-24SMFO KCM KCM/SITE FIBER BT120-SC-59 BT120-HH-15 BT120-HH-17 4"SPARE KCM KCM/SITE FIBER 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-62 BT120-HH-17 BT120-MHSC-06 4"1-24SMFO KCM KCM FIBER BT120-SC-63 BT120-HH-17 BT120-MHSC-06 4"SPARE KCM KCM FIBER 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-66 BT120-HH-16 BT120-HH-27 2"1-CAT6 ST SITE CAMERA BT120-SC-67 BT120-HH-16 BT120-HH-27 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-910 BT120-MHSC-04 ST TELECOM 4"4-12SMFO 13-CAT6 ST PROVIDER/SITE FIBER BT120-SC-911 BT120-MHSC-04 ST TELECOM 4"SPARE ST PROVIDER/SITE FIBER BT120-SC-912 BT120-MHSC-05 KCM TELECOM 4"3-24SMFO 2-12SMFO KCM KCM/SITE FIBER BT120-SC-913 BT120-MHSC-05 KCM TELECOM 4"SPARE KCM KCM/SITE FIBER 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. INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD DETAIL J-40.10-04. INSTALL SOUND TRANSIT FIBER OPTIC VAULT PER WSDOT STANDARD DETAIL J-90.21-02. INSTALL KING COUNTY FIBER OPTIC VAULT PER WSDOT STANDARD DETAIL J-90.21-02. CONNECT CONDUITS TO EXISTING LUMEN CABLE VAULT. 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. REFER TO FACILITIES TELECOMM DWG BT120-JCP221 FOR CONNECTIONS FROM SOUND TRANSIT AND KING COUNTY FIBER OPTIC VAULTS INTO TELECOMM ROOM. INSTALL TYPE 8 JUNCTION BOX PER WSDOT STANDARD DETAIL J-40.30-04. 1 2 6 5 8 9 10 BT120-SC-47 2BT120-HH-10 BT120-SC-49 1BT120-CAM-02 BT120-SC-66 102 103 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 KEY MAP SW GRA D Y WAY 101 104 105 107 106 N BT120-SC-04 BT120-SC-06 BT120-SC-26 BT120-SC-33 BT120-SC-35 BT120-SC-44 BT120-SC-48 BT120-SC-51 BT120-SC-53 BT120-SC-55 BT120-SC-57 BT120-SC-59 BT120-SC-61 BT120-SC-63 BT120-SC-65BT120-SC-67 17 BT120-SC-910 BT120-SC-911 BT120-SC-912 BT120-SC-913 2 BT120-SC-103 BT120-SC-104 1 BT120-SC-01 BT120-HH-01 6 BT120-MHSC-02 BT120-SC-02 BT120-SC-23 BT120-SC-21 BT120-SC-22 BT120-SC-24 17 1 1 06/10/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332241 SW E TS VLT HH SD SD HH X X X 2' FNC GATE SW OE OE OE E OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OEE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE 2-PSE E CO X GRADY 15 9 + 0 0 FO FO 14. 3 4 ' 3.7 6 ' 2. 7 7 ' 3. 6 5 ' 19 . 9 8 ' 2. 5 6 ' 2 . 4 1 ' N 20 40 SCALE IN FEET 01020 (1" = 20') STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 SYSTEMS SITE COMMUNICATION PLAN S RENTON TRANSIT CENTER BT120-JCP204 BT120 337 1 M. COX W. TURNER S. WHITE M. COX 0 12/10/2024 MC SW MC ISSUED FOR BID 1 06/13/2025 MC SW MC ADDENDUM #1 RTA/CN 0205-24 1"=20' No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 06 / 1 0 / 2 5 | 12 : 0 7 P M | CO X M 6 1 3 6 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - C O X M 2 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - J C P 2 0 1 - 2 0 5 . D W G S1-BT120-JCP201-205 FACILITY ID: MA T C H L I N E : SE E D W G B T 1 2 0 - J C P 2 0 3 MATCHLINE SEE DWG BT120-JCP202 2 MA T C H L I N E : SE E D W G B T 1 2 0 - J C P 1 0 6 1 1 BT120-CAM-10 BT120-SC-60 BT120-SC-54 BT120-SC-82 BT120-SC-84 BT120-SC-79 BT120-SC-77 2 BT120-HH-20 BT120-HH-22 17BT120-HH-18 11BT120-HH-19 BT120-SC-75 2 BT120-HH-21 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 CONSTRUCTION NOTES: 1 2 11 15 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. INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD DETAIL J-40.10-04. INSTALL TYPE 5 HEAVY DUTY JUNCTION BOX WITH TRAFFIC RATED LID PER WSDOT STANDARD DETAIL J-40.20-03. INSTALL POE EXTENDER AND ASSOCIATED POLE-MOUNTED JUNCTION BOX. SEE DETAILS ON DWG BT120-JCD202. INSTALL TYPE 8 JUNCTION BOX PER WSDOT STANDARD DETAIL J-40.30-04. STUB UP CONDUIT AND CAP TO FENCE POST FOR FUTURE WIRELESS ACCESS POINT INSTALLATION 15 15 BT120-SC-80 BT120-SC-85 102 103 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 KEY MAP SW GRAD Y WAY 101 104 105 107 106 MA T C H L I N E : SE E D W G B T 1 2 0 - J C P 2 0 5 MATCHLIN E : SEE DWG B T 1 2 0 - J C P 1 0 4 MATCHLIN E : SEE DWG B T 1 2 0 - J C P 1 0 5 MAT C H L I N E : SEE D W G B T 1 2 0 - J C P 1 0 5 N BT120-SC-55 BT120-SC-61 BT120-SC-76 BT120-SC-78 BT120-SC-81 BT120-SC-83 BT120-SC-86 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-CAT6 ST SITE CAMERA 17 18 2BT120-HH-31 BT120-SC-103 BT120-SC-104 1 1 1 BT120-CAM-12 06/10/2025 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332242 X X X X X X X X X X S S S S CO N C B E N C H C O N C S W OE OE SW D R W HH HH HH HH 3HH HH 2 HH HHHH E E E E E E E E FO FO FO FO FO FO FO FO FO FO FO FO FO FO SD SD SD SD S D S D SS SS SS SS SS SS E OE OE OE OE OE OE OE OE OE OE OE OE OE COMC A S T CENTURYLIN K F O 2-ZAY O F O UTIL V L T HH 4'10" D P 5'9" D P E SD SD SD SD SD SD SD SD SD SD SD GRA D Y 1 5 3 + 0 0 GRA D Y 1 5 4 + 0 0 F O 47.88 ' 2 8 . 9 4 ' 2 . 1 7 ' 3.55' 3 . 5 0 ' 2.27' 3.83 ' 20 40 SCALE IN FEET 01020 (1" = 20') N STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 SYSTEMS SITE COMMUNICATION PLAN S RENTON TRANSIT CENTER BT120-JCP205 BT120 M. COX W. TURNER S. WHITE P. LAVALLEE 0 12/10/2024 MC SW PPL ISSUED FOR BID 1"=20' No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 11 / 1 5 / 2 4 | 1: 2 8 P M | TU R N E R W 6 9 4 6 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - T U R N E R W 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - J C P 2 0 1 - 2 0 5 . D W G S1-BT120-JCP201-205 FACILITY ID: MATCHLINE: SEE DWG BT120-JCP203 R A I N I E R A V E S CONSTRUCTION NOTES: 1BT120-CAM-15 14 BT120-SC-94 BT120-SC-62 6BT120-MHSC-06 2 BT120-HH-26 BT120-MHSC-07 1BT120-CAM-14 2 BT120-HH-25 BT120-SC-88 BT120-SC-64 BT120-SC-90 BT120-SC-91 BT120-SC-93 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. INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD DETAIL J-40.10-04. INSTALL KING COUNTY FIBER OPTIC VAULT PER WSDOT STANDARD DETAIL J-90.21-02. SPLICE KCM FIBER OPTIC CABLE TO EXISTING 25-TA CABLE VAULT. INSTALL POE EXTENDER AND ASSOCIATED POLE-MOUNTED JUNCTION BOX. SEE DETAILS ON DWG BT120-JCD202. 1 2 6 14 15 15 15 1 BT120-CAM-04 BT120-SC-66 BT120-SC-87 2BT120-HH-27 102 103 201 202 203 204 205 SW 7TH ST RAI N I E R AVE S HA R D I E AV E S W SR - 1 6 7 KEY MAP SW GRAD Y WAY 101 104 105 107 106 MAT C H L I N E : S T A 1 4 + 2 0 SEE D W G B T 1 2 0 - J C P 1 0 4 MATCHLINE: SEE DWG BT120-JCP204 N CONDUIT AND WIRING SCHEDULE CONDUIT TAG EQUIPMENT CONDUIT SIZE WIRE TYPE REMARK COMMENTS FROM TO BT120-SC-62 BT120-HH-17 BT120-MHSC-06 4"1-24SMFO KCM KCM FIBER BT120-SC-63 BT120-HH-17 BT120-MHSC-06 4"SPARE KCM KCM FIBER 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-66 BT120-HH-16 BT120-HH-27 2"1-CAT6 ST SITE CAMERA BT120-SC-67 BT120-HH-16 BT120-HH-27 2"SPARE ST SITE CAMERA BT120-SC-87 BT120-HH-27 BT120-CAM-04 2"1-CAT6 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-90 BT120-HH-25 BT120-CAM-14 2"1-CAT6 ST SITE CAMERA BT120-SC-91 BT120-HH-25 BT120-HH-26 2"1-CAT6 ST SITE CAMERA BT120-SC-92 BT120-HH-25 BT120-HH-26 2"SPARE ST SITE CAMERA BT120-SC-93 BT120-HH-26 BT120-CAM-15 2"1-CAT6 ST SITE CAMERA BT120-SC-94 BT120-MHSC-06 BT120-MHSC-07 4"1-24SMFO KCM SITE FIBER BT120-SC-95 BT120-MHSC-06 BT120-MHSC-07 4"SPARE KCM SITE FIBER BT120-SC-67 BT120-SC-65 BT120-SC-63 BT120-SC-89 BT120-SC-92 BT120-SC-95 12/02/2024 0338 RTA/CN 0205-24 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332243 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 SYSTEMS COMMUNICATION DETAILS BT120-JCD201 BT120 M. COX W. TURNER S. WHITE P. LAVALLEE 0 12/10/2024 MC SW PPL ISSUED FOR BID NTS 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. NOTES: NTS COMMUNICATION CABINET - CONDUIT ENTRY DETAIL A -NTS COMMUNICATION JUNCTION BOX - CONDUIT ENTRY DETAIL B - TO TELECOMM ROOM CONDUIT PROTECTION W/ BUSHING (TYP) CAP AND INSTALL PULL CORD PVC CONDUIT SE E D R A W I N G B T 1 2 0 - S G Y 4 0 3 DE T A I L B F O R F O U N D A T I O N CONDUIT TO DEVICES JUNCTION BOX CONCRETE LID CO N D U I T 6 " ST U B U P TO DEVICES JUNCTION BOX PULL CORD EXTEND INTO JBOX FOR FUTURE CABLE INSTALLATION No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 11 / 1 5 / 2 4 | 1: 2 9 P M | TU R N E R W 6 9 4 6 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - T U R N E R W 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - J C D 2 0 1 - 2 0 3 . D W G S1-BT120-JCD201-203 FACILITY ID: PVC CONDUIT PROTECTION W/ BUSHING (TYP) CAP FOR CABINET AND INSTALL PULL CORDS COMMUNICATION CABINET FRONT FACE6" AT GRADE PVC CONDUIT 12/02/2024 0339 RTA/CN 0205-24 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332244 NOTE 6 CONDUIT EMBEDDED IN BASE NOTE 1 CABLE TO CAMERA NOTE 2 POLE UPPER HANDHOLE UPPER HANDHOLE FOR CAMERA CABLE, NOTE 3 3"W X 5'H DOME CAMERA ASSEMBLY - SEE SCHEDULE ON DWG BT120-JCD211 FOR TYPE CAMERA MOUNTING ARM CAT6 CABLE POLE JUNCTION BOX STRAPS 1" FLEX CONDUIT NOTE 2 10 ' - 0 " 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 1/2" STAINLESS STEEL BAND (TYP.) 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. LIGHT FIXTURE 1" CONDUIT PENETRATION FITTING CONNECT BETWEEN REAR OF JUNCTION BOX AND LIGHT POLE END FITTINGS REQUIRE WATERTIGHT SEALS HANDHOLE HANDHOLE FRONT VIEW POE EXTENDER POLE-MOUNTED NEMA CABINET (SEE NOTE 2) LIGHT POLE POLE-MOUNTED NEMA CABINET PLAN VIEW MOUNTING BRACKET (SEE NOTE 4) DIN RAIL 9' - 0 " DOME CAMERA ASSEMBLY - SEE SCHEDULE ON DWG BT120-JCD211 FOR TYPE CAMERA MOUNTING ARM CAT6 CABLE CABLE TO CAMERA NOTE 2 9" STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 SYSTEMS COMMUNICATION DETAILS BT120-JCD202 BT120 M. COX W. TURNER S. WHITE P. LAVALLEE 0 12/10/2024 MC SW PPL ISSUED FOR BID NTS No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 11 / 1 5 / 2 4 | 1: 2 9 P M | TU R N E R W 6 9 4 6 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - T U R N E R W 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - J C D 2 0 1 - 2 0 3 . D W G S1-BT120-JCD201-203 FACILITY ID: B - NTS CAMERA MOUNTED ON POLE A -NTS CAMERA MOUNT DETAIL B - 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 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. NOTES: NTS NEMA JUNCTION BOX ON POLE DETAIL C - NTS BEB YARD CAMERA MOUNTING D - 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 NOTES: 12/02/2024 0340 RTA/CN 0205-24 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332245 9' - 0 1 / 4 " 10"1'-0" 9 1 / 4 " 6 3/4" 4' - 2 1 / 4 " 3" 1'-0" 10 " 6 1 / 4 " 3 1/4" BASE PLATE SEE CONDUIT PLANS FOR NUMBER OF REQUIRED CONDUITS THREADED CONDUIT COUPLING WITH PLUG FINISHED FLOOR 1" DIA. TYP 4" DIA. SHOWN WITH ACCESS DOOR OFF CALL STATION MULTIUSE PATH FENCE POST - SEE BT120-CRD125 FOR MORE INFORMATION 8' - 0 " SEE DWG BT120-CRD125 FOR FOUNDATION AND CONDUIT ENTRY DETAILS CAT6 CABLE TO CAMERA DOME CAMERA ASSEMBLY - SEE SCHEDULE ON DWG BT120-JCD211 FOR TYPE CAMERA PARAPET MOUNT MULTIUSE PATH FENCE POST PLATE FOR CAMERA MOUNT - SEE BT120-CRD125 DETAIL C FOR MORE INFORMATION STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 SYSTEMS COMMUNICATIONS DETAIL BT120-JCD203 BT120 M. COX W. TURNER S. WHITE P. LAVALLEE 0 12/10/2024 MC SW PPL ISSUED FOR BID NTS No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 12 / 0 2 / 2 4 | 9: 0 6 A M | TU R N E R W 6 9 4 6 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - T U R N E R W 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - J C D 2 0 1 - 2 0 3 . D W G S1-BT120-JCD201-203 FACILITY ID: NTS TYPICAL PEDESTAL MOUNTED CES DETAIL A - FRONT VIEW SIDE VIEW BACK VIEW NTS MULTIUSE PATH CAMERA MOUNTING B - 12/02/2024 0341 RTA/CN 0205-24 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332246 TELECOMM ROOM - BT120L1208 KING COUNTY METRO NETWORK SMFO NORTH CONNECTION PROVIDER (LUMEN) SMFO KCM/PROVIDER FIBER RACK BT120-CR-05 ST PROVIDER FIBER RACK BT120-CR-04 KCM SERVER RACK BT120-CR-06 ST SERVER RACK BT120-CR-02 AND BT120-CR-01 BEB YARD NETWORK SWITCH BT120-BEB-01A/B BT120-BEB-03A/B BT120-BEB-02A/B KCM RAPID RIDE BAYS 2 AND 7 NETWORK SWITCH KCM LOCAL BAYS 3-6 NETWORK SWITCH KCM LOCAL BAY 5 SPARE PULLBOX (FUTURE USE) KCM LOCAL PLATFORM 3-6 CANOPY VMS RAPID RIDE PLATFORM 2 AND 7 CANOPY VMS EMBEDDED PC EMBEDDED PC EMBEDDED PC EMBEDDED PC KING COUNTY METRO NETWORK SMFO SOUTH CONNECTION COMMUNICATIONS DISTRIBUTION CABINET BT120-DC-06 COMMUNICATIONS DISTRIBUTION CABINET BT120-DC-04 COMMUNICATIONS DISTRIBUTION CABINET BT120-DC-03 NETWORK SWITCH BT120-VMS-05 BT120-VMS-09 BT120-VMS-06 BT120-VMS-10 BT120-VMS-11 BT120-VMS-13 BT120-VMS-12 BT120-VMS-14 POE EXT POE EXT POE EXT POE EXT POE EXT POE EXT PROVIDER (LUMEN) SMFO POE EXT POE EXT EMBEDDED PC BT120-VMS-15 BT120-VMS-16 FUTURE WIRELESS ACCESS POINT POE EXT STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 SYSTEMS COMMUNICATION ONELINE DIAGRAM BT120-JFS201 BT120 M. COX W. TURNER S. WHITE P. LAVALLEE 0 12/10/2024 MC SW PPL ISSUED FOR BID NTS No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 11 / 1 5 / 2 4 | 1: 2 9 P M | TU R N E R W 6 9 4 6 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - T U R N E R W 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - J F S 2 0 1 - 2 0 3 . D W G S1-BT120-JFS201-203 FACILITY ID: SEE DWG BT120-JFS202 LEGEND: FIBER OPTIC CABLE ETHERNET CAT6 SEE DWG BT120-JFS203 NOTES: 1.REFER TO BT120-JCS006, BT120-JCP122, BT120-JCP161, AND BT120-JFS001 FOR TELECOM DETAILS AND RACKS NOT SHOWN IN THIS DIAGRAM 2.REFER TO BT120-JCS051 AND BT120-JCS052 FOR SECURITY CAMERAS NOT SHOWN IN THIS DIAGRAM. 3.REFER TO BT120-MHS006 TO BT120-MHS010 FOR BUILDING MANAGEMENT SYSTEMS NOT SHOWN ON THIS DIAGRAM. 12/02/2024 0342 RTA/CN 0205-24 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332247 STRIDE BAY 1 COMMUNICATIONS DISTRIBUTION CABINET BT120-DC-01 NETWORK SWITCH NOTE 1 BT120-VMS-01 EMBEDDED PC BT120-VMS-02 BT120-PBA-01 EMBEDDED PC BT120-VMS-03 SCR x2 NIC TVM (NIC) CAMERA x5 CAMERA x4 PARKING LOT CAMERAS CAMERA MULTIUSE PATH CAMERA NW CORNER STRIDE BAY 8 NETWORK SWITCH NOTE 1 BT120-VMS-07 BT120-VMS-08 BT120-PBA-02 BT120-VMS-04 SCR x2 (NIC) CAMERA x2 CAMERA x2 KCM RAPID RIDE PLATFORM 2 EMBEDDED PC EMBEDDED PC EMBEDDED PC COMMUNICATIONS DISTRIBUTION CABINET BT120-DC-02 PUSH BUTTON AUDIO SYSTEM (NIC) BT120-TVM-01 BT120-SCR-01 PYLON VMS (NIC)CANOPY VMS (NIC) PYLON VMS (NIC) TVM (NIC) BT120-TVM-02 PUSH BUTTON AUDIO SYSTEM (NIC) BT120-SCR-03 BT120-SCR-04 BT120-SCR-02 CANOPY VMS (NIC) BT120-CAM-101 BT120-CAM-102 BT120-CAM-105 BT120-CAM-106 BT120-CAM-01 BT120-CAM-03 BT120-CAM-04 BT120-CAM-05 BT120-CAM-08 BT120-CAM-103 BT120-CAM-104 BT120-CAM-100 BT120-CAM-107 BT120-CAM-108 DIAGNOSTICS BOARD EMBEDDED PC DIAGNOSTICS BOARD STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 SYSTEMS COMMUNICATION ONELINE DIAGRAM BT120-JFS202 BT120 M. COX W. TURNER S. WHITE P. LAVALLEE 0 12/10/2024 MC SW PPL ISSUED FOR BID NTS No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 11 / 1 5 / 2 4 | 1: 2 9 P M | TU R N E R W 6 9 4 6 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - T U R N E R W 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - J F S 2 0 1 - 2 0 3 . D W G S1-BT120-JFS201-203 FACILITY ID: SEE DWG BT120-JFS201 LEGEND: FIBER OPTIC CABLE ETHERNET CAT6 NOTES: 1.NETWORK SWITCHES ARE ST FURNISHED AND CONTRACTOR INSTALLED. 12/02/2024 0343 RTA/CN 0205-24 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332248 PLATFORM 6 AND 7 CAMERA x2 KCM BAY 4 AND 5 KCM BAY CAMERAS NETWORK SWITCH NOTE 1 CAMERA x2 PLATFORM 3 CAMERA x2 MULTIUSE PATH CAMERA x2 PARKING LOT CES CAMERA SITE CAMERAS CAMERA SOUTHWEST PARKING LOT CAMERA SOUTH PED ENTRANCE 1 SOUTH PED ENTRANCE 2 BEB CHARGING AREA CAMERA CAMERA BEB YARD CAMERA SE CORNER CAMERA BEB YARD ROAD CAMERA CAMERA LAKE AVE PARKING LOT ENTRANCE CAMERA COMMUNICATIONS DISTRIBUTION CABINET BT120-DC-05 BT120-CAM-111 BT120-CAM-112 BT120-CAM-109 BT120-CAM-110 BT120-CAM-115 BT120-CAM-116 BT120-CAM-06 BT120-CAM-07 BT120-CAM-09 BT120-CAM-11BT120-CAM-10 BT120-CAM-12 CAMERA BT120-CAM-15 CAMERA BT120-CAM-14 CAMERA BT120-CAM-13 CAMERA BT120-CAM-16 CUSTOMER EMERGENCY STATION BT120-CES-02 POE EXT POE EXT POE EXT POE EXT POE EXT POE EXT PARKING LOT ENTRANCE CAMERA BT120-CAM-02 PEDESTRIAN PATH AND S GRADY WAY CAMERA BT120-CAM-17 POE EXT CAMERA POE EXT CUSTOMER EMERGENCY STATION BT120-CES-01 BT120-CAM-113 BT120-CAM-114 LAKE AVE PARKING LOT ENTRANCE CAMERA CAMERA BT120-CAM-18 POE EXT BEB YARD CAMERA NW CORNER BT120-CAM-19 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 SYSTEMS COMMUNICATION ONELINE DIAGRAM BT120-JFS203 BT120 M. COX W. TURNER S. WHITE P. LAVALLEE 0 12/10/2024 MC SW PPL ISSUED FOR BID NTS No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: LI N E I S 1 " A T FU L L S C A L E DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: 11 / 1 5 / 2 4 | 1: 2 9 P M | TU R N E R W 6 9 4 6 C: \ P W W O R K I N G \ J A C O B S _ B & I \ J E G _ E X - T U R N E R W 1 \ D 0 4 3 6 1 2 0 \ S 1 - B T 1 2 0 - J F S 2 0 1 - 2 0 3 . D W G S1-BT120-JFS201-203 FACILITY ID: SEE DWG BT120-JFS201 LEGEND: FIBER OPTIC CABLE ETHERNET CAT6 NOTES: 1.NETWORK SWITCHES ARE ST FURNISHED AND CONTRACTOR INSTALLED. 12/02/2024 0344 RTA/CN 0205-24 DEVELOPMENT ENGINEERING msippo 11/25/2025 TE D - 4 0 - 4 3 3 2 C2 4 0 0 2 1 2 3 LU A 2 4 - 0 0 0 2 3 3 PR 2 1 - 0 0 0 0 9 5 R-4332249