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Home My WebLink AboutAPPROVED_SRTC IFB Design Drawings Book 3 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 3 OF 3 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-4332573 Condition of approval #18: 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 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 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 11/25/2025R-4332574 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 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-4332575 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 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-4332576 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 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-4332577 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 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-4332578 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 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-4332579 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 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-4332580 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 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-4332581 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 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-4332582 #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 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-4332583 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 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-4332584 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 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-4332585 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 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-4332586 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 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-4332587 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 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-4332588 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 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-4332589 ///////////////////////////////////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / /////////////////////// // / / ///////////////////////////////////////////////////////////////////// ///// ///////////////// / ////////////////////////////////////////////////////////////////// / / / / / / / / / / / / / / / /////////////// / / / / // / / / / / / / / / / / / / / / ///// / / / / / / / / / / / / / / ///////////////////// / / / / / / / / / / / / / / / / / // / ///// / / / / / ////// / / / / / / / / //// / / / / / / / / // / / / / / / / / / / / / / / / ////// //// ///// / / / / / / / / / / / / / ////////////////////// //////////////////////// / / / / / / / / / / / / / / / / / / / / /// / / / / / / / //////// //// //// ////// / ////// /// /////////////////////////////// / / / / / / / / / //////////////////////////////////////////////////////////////////////////////////////////// / / // / / / / / / / / / / / / / / / / 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 1/ 1 6 S E C T I O N L I N E 303 401 411 412 300 301 423 SW GRAD Y W A Y 1/ 4 S E C T I O N L I N E S 7TH STREETSW 7TH STREET 1/16 SECTION LINE SECTION LINE HA R D I E A V E S W SH A T T U C K A V E S W 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. 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. NE 1/4 NW 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 RDWY IMP BT120 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 RIGHT OF WAY MONUMENT PLAN BT120-RMP701 BT120 651 1 N. JONES A. ALIMOVA R. ELANGOVAN J. BECKER 0 12/10/2024 NAJ RE JMB ISSUED FOR BID 1 06/13/2025 NAJ RE JMB ADDENDUM #1 - LOT LINE ADJUSTMENT RTA/CN 0205-24 1"=200' 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 THE WSDOT MONUMENTS GP17405-29 AND GP17405-336, OBSERVED BY CONVENTIONAL TOTAL STATION OBSERVATIONS. SCALE FACTOR = 1, WHERE GRID = GROUND MEASUREMENTS FOR PROJECT LIMITS. VERTICAL DATUM: ELEVATIONS SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88), DERIVED FROM FIELD TRAVERSE TIES TO THE WSDOT MONUMENTS GP17405-29 AND GP17405-336. 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. CITY OF R E N T O N MONUMENT NOTE: 1.THE HORIZONTAL AND VERTICAL CONTROL MONUMENTS LISTED ON THIS DRAWING ARE FOR THE PURPOSE OF ESTABLISHING LINE AND GRADE FOR THE CONSTRUCTION OF THE I-405 BUS RAPID TRANSIT PROJECT. SECONDARY SURVEY CONTROL POINTS SHOULD BE ESTABLISHED USING THOSE MONUMENTS. 2.THE MONUMENTS SHOWN ON THIS DRAWING MAY HAVE BEEN UTILIZED TO DETERMINE EXISTING STREET R/W LINES AND PROPERTY LINES, OR MAY BE IN THE VICINITY OF THE CONSTRUCTION ZONE AND THEREFORE IN POSSIBLE DANGER OF BEING DESTROYED OR MOVED. IN ACCORDANCE WITH RCW 58.09.130, ANY MONUMENT SHOWN HEREON AND ANY OTHER MONUMENTS THAT MAY BE FOUND NEAR THE CONSTRUCTION ZONE (SUCH AS PROPERTY CORNERS), EVEN IF NOT CURRENTLY KNOWN ABOUT AND SHOWN HEREON, SHALL BE PRESERVED THROUGH THE PROCESS OF AN "APPLICATION FOR PERMIT TO REMOVE OR DESTROY A SURVEY MONUMENT" SUBMITTED TO THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES. WSDOT LIMITED ACCESS PROPERTY LINE LEGEND RIGHT-OF-WAY 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: 05 / 2 8 / 2 5 | 2: 0 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 7 1 7 8 9 \ S 1 - B T 1 2 0 - R M P 7 0 1 . D W G S1-BT120-RMP701 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 GB-SEAL-JMB41277 xS1-BT120-VRX001 Consulting Engineers FURTADO & ASSOCIATES, INC. 1 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-4332590 X X X X X X X X X X X X X X X S W G R A D Y W A Y SR-167 SB SR-167 NB 1/4 SECTION LINE CITY OF R E N T O N 1/ 1 6 S E C T I O N L I N E I- 4 0 5 S B O N - R A M P I- 4 0 5 S B O F F - R A M P SR167DL LINE 84+05 SR16 7 D L L I N E 8 5 + 0 0 SR 1 6 7 D L L I N E 8 6 + 0 0 SR 1 6 7 D L L I N E 8 7 + 0 0 G R A D Y L I N E 1 4 9 + 0 0 GRADY LINE 150+00 G R A D Y L I N E 1 5 1 + 0 0 G R A D Y L I N E 1 5 2 + 0 0 G R A D Y L I N E 1 5 3 + 0 0 SR167AL_NB LINE 1+00 SR167AL_NB LINE 2+ 0 0 SR1 6 7 A L _ N B L I N E 3 + 0 0 SR 1 6 7 A L _ N B L I N E 3 + 5 4 RAINIERS LINE 200+00.00 =GRADY LINE 150+00.00 GRADY LINE 150+03.68 =SR167 LINE 1011+46.97 SR167 LINE 1002+00 SR167 LINE 1004+00 SR167 LINE 1006+00 SR167 LINE 1008+00 SR167 LINE 1010+00 80 ' 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: 01 / 0 9 / 2 5 | 8: 3 5 A 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 7 1 7 8 9 \ S 1 - B T 1 2 0 - R P P 7 0 1 . D W G S1-BT120-RPP701 FACILITY ID: Xrefs: xS1-BT120-VRX101 xBRT-CUD05-TB22x34 GB-SEAL-JMB41277 xS1-BT120-CAP701 xS1-BT120-VSF700 xS1-BT120-CRP701 xS1-BT120-CDP701 xS1-BT120-CGP701 xS1-BT120-CMP701 xS1-BT120-CPP701 xS1-BT120-TNP701 xS1-BT120-TSP701 SCALE IN FEET 0 4020 8040 (1" = 40') N WSDOT 9999999999 R/W NO.BRI-500 SE 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. 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. Consulting Engineers FURTADO & ASSOCIATES, INC. Consulting Engineers FURTADO & ASSOCIATES, INC. 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-RMP701. 5.FOR LINETYPES AND HATCHES SHOWN ON THIS SHEET REFER TO THE GENERAL LEGEND SHEETS BT100-GZN006 THROUGH BT100-GZN007. 6.NOT ALL EXISTING EASEMENTS SHOWN. 7.WSDOT TEMPORARY CONSTRUCTION AIRSPACE LEASE IS NOT PROPOSED. WORK WITHIN THE WSDOT R/W IS TO BE COMPLETED UNDER A NO-COST WSDOT PERMIT. LEGEND: EX. ROW EX. PARCEL LINE WSDOT LIMITED ACCESS STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER RDWY IMP BT120 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 RIGHT OF WAY PROPOSED PLAN BT120-RPP701 BT120 652 0 N. JONES A. ALIMOVA R. ELANGOVAN J. BECKER 0 12/10/2024 NAJ RE JMB ISSUED FOR BID 1"=40' 01/24/2025 RTA/CN 0205-24 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-4332591 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER RDWY IMP BT120 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL ALIGNMENT PLAN SR 167 STA. 997+00.00 TO STA. 1002+50.00 BT120-CAP701 BT120 M. ROUGH M. ROUGH J. KEYES M. ROUGH 0 12/10/2024 MR JK MR ISSUED FOR BID 1"=20' 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 / 3 0 / 2 4 | 11 : 4 9 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 7 1 7 8 9 \ S 1 - B T 1 2 0 - C A P 7 0 1 - 7 0 3 . D W G S1-BT120-CAP701-703 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BTSL1-VRX101 xS1-BT120-CAP701 xS1-BT120-GZK701 xS1-BT100-140-CZN001 GB-SEAL-MR46378 xS1-BT120-VSF700 MA T C H L I N E : S R 1 6 7 L I N E S T A 1 0 0 2 + 5 0 SE E D W G BT 1 2 0 - C A P 7 0 2 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSS SSSS SS S S S S S S FOFOFOFOFOFOFOFOFOFOFOFO FO FO I4 0 5 L I N E 3 2 7 + 0 0 I4 0 5 L I N E 3 2 8 + 0 0 SR167AL_NB LINE 1+00 SR167 LINE 998+00 SR167 LINE 1000+00 SR167 LINE 1002+00 I4 0 5 L I N E NB I - 4 0 5 S B I - 4 0 5 SB SR-167 NB SR-167 SR167 LINE N8 6 ° 1 8 ' 1 7 " E SR167AL_NB LINE BEGIN ALIGNMENT SR167AL_NB LINE 1+00.00 N: 173843.3031 E: 1297998.7332 N01° 32' 14"E 1446.97' GENERAL NOTES: 1.SEE SHEETS BT120-RMP701 FOR ROW MONUMENTS AND HORIZONTAL AND VERTICAL CONTROLS. LEGEND: EX. ROW EX. PARCEL LINE EX. EASEMENT 12/02/2024 0653 RTA/CN 0205-24 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-4332592 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER RDWY IMP BT120 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL ALIGNMENT PLAN SR 167 STA. 1002+50.00 TO STA. 1008+00.00 BT120-CAP702 BT120 M. ROUGH M. ROUGH J. KEYES M. ROUGH 0 12/10/2024 MR JK MR ISSUED FOR BID 1"=20' 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 / 3 0 / 2 4 | 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 7 1 7 8 9 \ S 1 - B T 1 2 0 - C A P 7 0 1 - 7 0 3 . D W G S1-BT120-CAP701-703 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BTSL1-VRX101 xS1-BT120-CAP701 xS1-BT120-GZK701 xS1-BT100-140-CZN001 GB-SEAL-MR46378 xS1-BT120-VSF700 MA T C H L I N E : S R 1 6 7 L I N E S T A 1 0 0 8 + 0 0 SE E D W G BT 1 2 0 - C A P 7 0 3 MA T C H L I N E : S R 1 6 7 L I N E S T A 1 0 0 2 + 5 0 SE E D W G BT 1 2 0 - C A P 7 0 1 X X X X X X X X X X UTUT OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE FO FO FO FO FO FO FO FO FO FO FO FO SD SD SDSDSDSDSDSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD OE OE OE OE OEFO FO FO FO FO FO FO SD SD SD 3'5" 5'6" 3' 3'4" 3' 3'7 " SR167DL LINE 84+05 SR16 7 D L L I N E 8 5 + 0 0 SR 1 6 7 D L L I N E 8 6 + 0 0 EP = 3 + 5 4 . 0 6 PC = 1+69.93 PT = 3 + 4 2 . 8 2 Mid = 2+56.38 SR167AL_NB LINE 2 + 0 0 SR1 6 7 A L _ N B L I N E 3 + 0 0 SR 1 6 7 A L _ N B L I N E 3 + 5 4 SR167 LINE 1004+00 SR167 LINE 1006+00 SR167 LINE 1008+00 / / / / / / / / // // /////// /// //////////////////////////////////////////////////// / /////////////////////////// WSDOT LIMITED ACCESS (TYP) EX. PARCEL LINE (TYP) SB SR-167 NB SR-167 SR167 LINE SR167 D L L I N E L=194.5 6',R =1 5 9.2 6' Δ =6 9°5 9'4 8 " BEGIN ALIGNMENT SR167DL LINE 84+05.41 N: 174389.7909 E: 1298010.4025 END ALIGNMENT SR167DL LINE 86+00.00 N: 174237.3733 E: 1298111.1582 SR167AL_NB LINE END ALIGNMENT SR167AL_NB LINE 3+54.06 N: 174087.7171 E: 1298052.4743 L=172.88', R=350.00' Δ=28°18'04" N29° 50' 18"E 11.24' GENERAL NOTES: 1.SEE SHEETS BT120-RMP701 FOR ROW MONUMENTS AND HORIZONTAL AND VERTICAL CONTROLS. LEGEND: EX. ROW EX. PARCEL LINE EX. EASEMENT WSDOT LIMITED ACCESS 12/02/2024 0654 RTA/CN 0205-24 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-4332593 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER RDWY IMP BT120 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL ALIGNMENT PLAN SR 167 STA. 1008+00.00 TO STA. 202+00.00 BT120-CAP703 BT120 M. ROUGH M. ROUGH J. KEYES M. ROUGH 0 12/10/2024 MR JK MR ISSUED FOR BID 1"=20' 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 / 3 0 / 2 4 | 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 7 1 7 8 9 \ S 1 - B T 1 2 0 - C A P 7 0 1 - 7 0 3 . D W G S1-BT120-CAP701-703 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BTSL1-VRX101 xS1-BT120-CAP701 xS1-BT120-GZK701 xS1-BT100-140-CZN001 GB-SEAL-MR46378 xS1-BT120-VSF700 MA T C H L I N E : S R 1 6 7 L I N E S T A 1 0 0 8 + 0 0 SE E D W G BT 1 2 0 - C A P 7 0 2 X X X X X X X X X X X X HH SSSSSSSSSSSS SS SS SS SS SS SDO E O E O E O E OE O E O E O E O E O E OE O E OE O E O E O E O E O E OE O E O E OE O E O E O E E E E W E E W W W W W E EEEEE E WWWWWW W W E FO E E E E E E E E E WWW W G G G E EEEEEE E E E E E E E EE E E E E E E E E E E EEE E E E E E E E E E E E E E E E E E O E E E E G F O F O F O FO F O F O F O FO F O F O F O FO F O FO F O F O F O FO F O F O FO F O F O F O W W W FO FO FO F O FO FO FO FO FO FO F O FO FO SDSDSDSDSDSDSDSDSDSDSDSDSDSD SD SD SD SD SD SD SD SD SD SD SD SD SD S D S D S D 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 FOFOFOFO 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 EEEEEE E E E E EE E E E E E E E E E E E E E OE O E OE OE OE OE OE OE FO FO FO FO FO FO FO FO FO FO F O FO X X X X FO FO FO F O FO F O FO FO FO FO FO FO E E FO FO FO FO FO FO FO FO FO FO FO T E E E E E E E EFOFO FO 10 ' 8' 7 ' 3 " 7' 4' G R A D Y L I N E 1 4 9 + 0 0 GRADY LINE 150+00 G R A D Y L I N E 1 5 1 + 0 0 RAINIERS LINE 200+00.00 =GRADY LINE 150+00.00 GRADY LINE 150+03.68 =SR167 LINE 1011+46.97 SR167 LINE 1008+00 SR167 LINE 1010+00 RAINIERS LINE 202+00 /////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / /////////////////////////////////////////////////// / / / / / / ///////////////////////////////////////////////////////////////////////////////////////// / / WSDOT LIMITED ACCESS (TYP) EX. ROW (TYP) RAINIER AVE S SR167 LINE RAINIERS LINESB SR-167 NB SR-167 N01°08'06"E G R A D Y L I N E N 7 7 ° 2 8 ' 1 6 " E BEGIN ALIGNMENT RAINIERS LINE 200+00.00 N: 174790.1236 E: 1297981.5537 END OF ALIGNMENT RAINIERS LINE 202+00.00 N: 174990.0843 E: 1297985.5150 S G R A D Y W A Y EX. EASEMENT (TYP) EX. PARCEL LINE (TYP) END ALIGNMENT SR167 LINE 1011+46.97 N: 174790.9226 E: 1297985.1490 GENERAL NOTES: 1.SEE SHEETS BT120-RMP701 FOR ROW MONUMENTS AND HORIZONTAL AND VERTICAL CONTROLS. LEGEND: EX. ROW EX. PARCEL LINE EX. EASEMENT WSDOT LIMITED ACCESS 12/02/2024 0655 RTA/CN 0205-24 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-4332594 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER RDWY IMP BT120 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL CIVIL HAUL PLAN SR167 BT120-CHP701 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 No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: 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 7 / 2 4 | 2: 2 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 7 1 7 8 9 \ S 1 - B T 1 2 0 - C H P 7 0 1 . D W G S1-BT120-CHP701 FACILITY ID: Xrefs: xS1-BT120-THP201 xBRT-CUD05-TB22x34 GB-SEAL-RA55471 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 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 12/02/2024 0656 RTA/CN 0205-24 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-4332595 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER RDWY IMP BT120 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL TYPICAL SECTIONS SR167 BT120-CRY701 BT120 657 0 M. ROUGH M. ROUGH J. KEYES M. ROUGH 0 12/10/2024 MR JK MR ISSUED FOR BID 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 3 / 2 5 | 11 : 1 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 7 1 7 8 9 \ S 1 - B T 1 2 0 - C R Y 7 0 1 - 7 0 2 . D W G S1-BT120-CRY701-702 FACILITY ID: Xrefs: xS1-BT120-CMP701 xS1-BT120-CPP701 xS1-BT120-VRX701 xBRT-CUD05-TB22x34 xS1-BT100-140-CZN001 xS1-BTSL1-VRX701 GB-SEAL-MR46378 xS1-BT120-VSF700 xS1-BT120-CRP701 1 1 1 06/13/2025 DPMR ADDENDUM#1MR 1 12.0' BUS ONLY LANE VARIES EX SHLD VARIES 1% - 2% BT120-C-SR167 LINE CL 12.0' THRU LANE 12.0' THRU LANE VARIES 8.0'-8.5' SHLD SR-167 NB SR-167 SB VARIES 5.5'-7.0' SHLD 11.0' THRU LANE 12.0' THRU LANE 2.0' EX. SLOPEEX. SLOPE 4 3 EX. BARRIER EX. SLOPE EX. SLOPE 10" 16" 8.0'-12.0' SHOULDER SR 167 SR167 LINE STA. 1003+59.13 TO SR167 LINE STA. 1007+24.47 (NOT TO SCALE) EX. SLOPE 2:1 MAX 2.5' 10:1 MAX STA. 1004+92.47 - STA. 1005+66.49 EX. SLOPE 2:1 MAX2.5' 10:1 MAX STA. 1004+57.73 - STA. 1004+92.47 0'-3.5' 10:1 MAX 17 17 2:1 MAX VARIES 12.9'-19.5' 17 VARIES 0'-24.5' FLOODPLAIN EXCAVATION AREA2.5' STA.1005+66.49 - STA. 1005+72.57 4:1 MAX VARIES 0'-27.8' FLOODPLAIN EXCAVATION AREA STA. 1005+72.57 - STA. 1006+34.40 VARIES 4.3'-8.7' VARIES 9.9'-12.0' BUS ONLY LANE VARIES 17.3'-18.7' EX ON-RAMP STA. 1003+59.13 - STA. 1004+42.56 (ON-RAMP TO I-405) VARIES 7.6'-8.5' EX SHLDR STA. 1006+34.40 - STA. 1007+24.47 (OFF-RAMP FROM I-405) 4 310" 16" VARIES 0'-27.7' GORE VARIES 0'-12.0' BUS ONLY LANE 16.0' EX OFF-RAMP VARIES 6.5'-8.5' EX SHLDR 4 310" 16" VARIES 0'-23.2' GORE VARIES VARIES 1%-6.6% VARIES 0.5%-1%VARIES SEE NOTE 1 VARIES SEE NOTE 1 CONSTRUCTION NOTES: HMA CL. 1/2" PG 58H-22 CRUSHED SURFACING BASE COURSE BEAM GUARDRAIL TYPE 31 PER WSDOT STD PLAN C-20.10-09 3 4 17 NOTES: 1 SEE SHEETS BT120-CPP702 - BT120-CPP703 FOR PAVING PLANS AND FOR ADDITIONAL GRADING INFORMATION. 2 SEE SHEETS BT120-CXP702 - BT120-CXP703 FOR SITE PREPARATION PLANS. LEGEND: HOT MIX ASPHALT (HMA) CRUSHED SURFACING BASE COURSE 6/12/2025 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 DEVELOPMENT ENGINEERING msippo 11/25/2025R-4332596 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER RDWY IMP BT120 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL TYPICAL SECTIONS SR167 BT120-CRY702 BT120 M. ROUGH M. ROUGH J. KEYES M. ROUGH 0 12/10/2024 MR JK 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: 10 / 3 0 / 2 4 | 12 : 3 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 7 1 7 8 9 \ S 1 - B T 1 2 0 - C R Y 7 0 1 - 7 0 2 . D W G S1-BT120-CRY701-702 FACILITY ID: Xrefs: xS1-BT120-CMP701 xS1-BT120-CPP701 xS1-BT120-VRX701 xBRT-CUD05-TB22x34 xS1-BT100-140-CZN001 xS1-BTSL1-VRX701 GB-SEAL-MR46378 xS1-BT120-VSF700 12.0' TURN LANE BT120-C-SR167 LINE CL 11.0' THRU LANE 11.0' THRU LANE SR-167 NB SR-167 SB 12.0' THRU LANE 12.0' THRU LANE VARIES 13.0'-18.0' ON-RAMP TO I-405 VARIES 6.0'-8.0' SHLD 1.0' CURB VARIES 6.0'-8.0' SHLD 9.0' TURN LANE 6.0' EX. GUARDRAIL EX. SLOPEEX. SLOPE 12 EX. SLOPE EX. SLOPE SR 167 SR167 LINE STA. 1009+10.50 TO SR167 LINE STA. 1010+78.50 (NOT TO SCALE) EX. PAVEMENT CONSTRUCTION NOTES: PRECAST DUAL FACE MOUNTABLE TRAFFIC CURB PER WSDOT STD PLAN F-10.64-03 12 NOTES: 1 SEE SHEETS BT120-CPP702 - BT120-CPP703 FOR PAVING PLANS AND FOR ADDITIONAL GRADING INFORMATION. 2 SEE SHEETS BT120-CXP702 - BT120-CXP703 FOR SITE PREPARATION PLANS. 12/02/2024 0658 RTA/CN 0205-24 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-4332597 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER RDWY IMP BT120 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL SITE PREPARATION PLAN SR 167 STA. 1002+50.00 TO STA. 1008+00.00 BT120-CSP702 BT120 659 0 M. ROUGH M. ROUGH J. KEYES M. ROUGH 0 12/10/2024 MR JK MR ISSUED FOR BID RTA/CN 0205-24 1"=20' 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 | 11 : 4 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 7 1 7 8 9 \ S 1 - B T 1 2 0 - C S P 7 0 2 - 7 0 3 . D W G S1-BT120-CSP702-703 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BTSL1-VRX101 xS1-BT120-CAP701 xS1-BT120-GZK701 xS1-BT120-CPP701 xS1-BT120-CSP701 xS1-BT140-CZN001 xS1-BT120-VSF700 xS1-BT120-VCN700 GB-SEAL-MR46378 MA T C H L I N E : S R 1 6 7 L I N E S T A 1 0 0 8 + 0 0 SE E D W G BT 1 2 0 - C S P 7 0 3 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 1 1 1 1 1 MR ADDENDUM#1MRDP06/13/20251 X X X X X X X X X X AS P H AS P H UTUT B R I D G E E D G E BR D G CO L U M N OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE FO FO FO FO FO FO FO FO FO FO FO FO SD SD SDSDSDSDSDSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD OE OE OE OE OEFO FO FO FO FO FO FO SD SD SD CO M C A S T CO M C A S T WSDOT FO WSDOT FO WSDOT FO HH HH UT I L VL T HH 3'5" 5'6" 3' 3'4" 3' 3'7 " / / / / / / / / // // /////// /// //////////////////////////////////////////////////// / /////////////////////////// SR167 LINE 1002+71.22, 31.69' R BEGIN SR167AL_NB LINE 3+43.58, 17.28' L SR167DL LINE 85+16.20, 12.27' R SR167AL_NB LINE 3+43.54, 18.71' L SB SR-167 NB SR-167 SR167 LINE 19 SR167D L L I N E SR167A L _ N B L I N E 19 19 19 19 SR167AL_NB LINE 3+39.63, 19.39' L 24 SR167 LINE 1004+50.29, 59.35' R SR167 LINE 1004+92.79, 56.65' R SR167 LINE 1005+68.95, 57.65' R SR167 LINE 1005+73.08, 61.85' R SR167 LINE 1006+33.57, 57.91' R SR167 LINE 1007+13.28, 32.56' R, 33.98' R END ASPHALT PAVEMENT REMOVAL SR167 LINE 1004+48.27, 59.63' R SR167 LINE 1004+57.86, 64.44' R 19 25 SR167DL LINE 84+05 SR16 7 D L L I N E 8 5 + 0 0 SR 1 6 7 D L L I N E 8 6 + 0 0 SR167AL_NB LINE 2 + 0 0 SR1 6 7 A L _ N B L I N E 3 + 0 0 SR 1 6 7 A L _ N B L I N E 3 + 5 4 SR167 LINE 1004+00 SR167 LINE 1006+00 SR167 LINE 1008+00 SR167 LINE 1003+68.93, 44.30' R END SR167 LINE 1003+24.97, 31.90' R BEGIN SR167 LINE 1006+77.71, 44.30' R PC 19 19 19 19 SR167 LINE 1003+68.93, 35.02' R SR167 LINE 1003+68.93, 32.36' R, 35.02' R END PAEMENT MARKING REMOVAL BEGIN ASPHALT PAVEMENT REMOVAL SR167 LINE 1005+66.87, 68.08' R SR167 LINE 1005+70.83, 65.41' R SR167 LINE 1006+23.83, 63.14' R SR167 LINE 1006+21.72, 60.58' R SR167 LINE 1005+69.97, 87.51' R 19 SR167 LINE 1005+99.95, 86.91' R SR167 LINE 1005+81.45, 92.36' R NOTES: 1 SEE SHEETS BT120-CPP702 - BT120-CPP703 FOR PAVING PLANS 2 SEE SHEETS BT120-CRY701 - BT120-CRY702 FOR TYPICAL SECTIONS 3 SEE SHEETS BT120-CLP701 FOR ILLUMINATION PLANS 4 EXISTING FACILITIES TO BE PROTECTED-IN-PLACE UNLESS OTHERWISE NOTED 5 DEMOLITION OF EXISTING ASPHALT PAVEMENT SHALL BE FULL DEPTH REMOVALS, AND INCLUDE BASE COURSE, IF PRESENT. 6 SEE SHEETS BT120-CMP702 - BT120-CMP703 FOR PAVEMENT MARKING PLAN 7 SEE SHEETS BT120-TNP701 - TNP702 FOR SIGNAGE PLAN CONSTRUCTION NOTES: 19 PROTECT IN PLACE REMOVE AND RESET EXISTING SIGN REMOVING MISCELLANEOUS TRAFFIC ITEM 24 25 LEGEND: REMOVING ASPHALT CONC. PAVEMENT CLEARING AND GRUBBING REMOVING PAINT LINE 6/12/2025 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 DEVELOPMENT ENGINEERING msippo 11/25/2025 R-4332598 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER RDWY IMP BT120 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL SITE PREPARATION PLAN SR 167 STA.1008+00.00 TO STA. 202+00.00 BT120-CSP703 BT120 M. ROUGH M. ROUGH J. KEYES M. ROUGH 0 12/10/2024 MR JK MR ISSUED FOR BID 1"=20' 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 | 2: 0 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 7 1 7 8 9 \ S 1 - B T 1 2 0 - C S P 7 0 2 - 7 0 3 . D W G S1-BT120-CSP702-703 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BTSL1-VRX101 xS1-BT120-CAP701 xS1-BT120-GZK701 xS1-BT120-CPP701 xS1-BT120-CSP701 xS1-BT100-140-CZN001 xS1-BT120-VSF700 xS1-BT120-VCN700 GB-SEAL-MR46378 MA T C H L I N E : S R 1 6 7 L I N E S T A 1 0 0 8 + 0 0 SE E D W G BT 1 2 0 - C S P 7 0 2 X X X X X X X X X X X X AS P H AS P H HH SSSSSSSSSSSS SS SS SS SS SS SD A S P H 4' WOOD FNC CW O E O E O E O E OE O E O E O E O E O E OE O E OE O E O E O E O E O E OE O E O E OE O E O E O E AS P H E E E W E E HHHH HH 3H HHH HH HH HH HH HH HH 2H H H H HH HH ELEC VLT 4 E L E C V L T EL E C VL T EL E C VL T 2E L E C V L T W W W W W E EEEEE E WWWWWW W W E FO E E E E E E E E E WWW W G G G E EEEEEE E E E E E E E EE E E E E E E E E E E EEE E E E E E E E E E E E E E E E E E O E E E E G F O F O F O FO F O F O F O FO F O F O F O FO F O FO F O F O F O FO F O F O FO F O F O F O W W W FO FO FO F O FO FO FO FO FO FO F O FO FO SDSDSDSDSDSDSDSDSDSDSDSDSDSD SD SD SD SD SD SD SD SD SD SD SD SD SD S D S D S D 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 FOFOFOFO 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 EEEEEE E E E E EE E E E E E E E E E E E E E OE O E OE OE OE OE OE OE FO FO FO FO FO FO FO FO FO FO F O FO X X X X FO FO FO F O FO F O FO FO FO FO FO FO E E FO FO FO FO FO FO FO FO FO FO FO COMCAST COMCAST COMCAST CO M C A S T COMCAST COMCAST WSDOT FOWSDOT FO 2 - Z A Y O F O PS E G A S T U T I L V L T HH E E E E E E E EFOFO FO HH HH HHHH 10 ' 8' 7 ' 3 " 1'6"3'2'1'6"1'2"1'6" 1'5" 7' 4' /////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / /////////////////////////////////////////////////// / / / / / / ///////////////////////////////////////////////////////////////////////////////////////// / / S G R A D Y W A Y WSDOT LIMITED ACCESS, TYP RAINIER AVE S SR167 LINE RAINIERS LINE SB SR-167 NB SR-167 G R A D Y L I N E SR167 LINE 1008+84.04, 6.00' L END 23 SR167 LINE 1008+00.50, 7.48' R BEGIN 23 SR167 LINE 1008+00.47, 6.96' L BEGIN 23 G R A D Y L I N E 1 4 9 + 0 0 GRADY LINE 150+00 G R A D Y L I N E 1 5 1 + 0 0 RAINIERS LINE 200+00.00 =GRADY LINE 150+00.00 GRADY LINE 150+03.68 =SR167 LINE 1011+46.97 SR167 LINE 1008+00 SR167 LINE 1010+00 RAINIERS LINE 202+00 NOTES: 1 SEE SHEETS BT120-CPP702 - BT120-CPP703 FOR PAVING PLANS 2 SEE SHEETS BT120-CRY701 - BT120-CRY702 FOR TYPICAL SECTIONS 3 SEE SHEETS BT120-CLP701 FOR ILLUMINATION PLANS 4 EXISTING FACILITIES TO BE PROTECTED-IN-PLACE UNLESS OTHERWISE NOTED 5 DEMOLITION OF EXISTING ASPHALT PAVEMENT SHALL BE FULL DEPTH REMOVALS, AND INCLUDE BASE COURSE, IF PRESENT. 6 SEE SHEETS BT120-CMP702 - BT120-CMP703 FOR PAVEMENT MARKING PLAN 7 SEE SHEETS BT120-TNP701 - TNP702 FOR SIGNAGE PLAN CONSTRUCTION NOTES: 23 REMOVING PAINT LINE LEGEND: REMOVING ASPHALT CONC. PAVEMENT CLEARING AND GRUBBING REMOVING PAINT LINE 12/02/2024 0660 RTA/CN 0205-24 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-4332599 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 4 / 2 5 | 12 : 0 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 7 1 7 8 9 \ S 1 - B T 1 2 0 - C T P 7 0 2 . D W G S1-BT120-CTP702 FACILITY ID: Xrefs: xBRT-CUD2-TB22x34 xS1-BTSL1-VRX101 xS1-BT120-CAP701 xS1-BT120-GZK701 xS1BT120-CDP101 xS1-BT120-CSP701 xS1-BT120-CPP701 xS1-BT120-VSF700 xS1-BT120-CTP701 GB-SEAL-SS56324 xS1-BT120-CTN701 OSBORN CONSULTING INCORPORATED 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 2 2 WSDOT LIMITED ACCESS PROPERTY LINE 1 1 1 1 2 FLOODPLAIN EXCAVATION AREA STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER RDWY IMP BT120 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL EROSION AND SEDIMENT CONTROL PLAN SR167 STA. 1002+50.00 TO STA. 1008+00.00 BT120-CTP702 BT120 661 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 X X X X X X X X X X SR-167 SB SR-167 NB SR-167 SB SR-167 NB SR-167 SB SR-167 NB SR-167 S B O N - R A M P I-405 W B O N - R A M P AS P H AS P H UTUT B R I D G E E D G E BR D G CO L U M N EX I T EOP EOP OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE FO FO FO FO FO FO FO FO FO FO FO FO SD SD SDSDSDSDSDSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD OE OE OE OE OEFO FO FO FO FO FO FO SD SD SD CO M C A S T CO M C A S T HH PO T H O L E 0 8 GN D E L = 2 5 . 9 6 3- 2 " P W R C N D TO P O F C N D E L = 2 4 . 3 3 HH UT I L VL T HH CBRI M = 2 3 . 9 4 DU G 6 ' D I D N O T F I N D / / / / / / / / // /////////// ///////////////////////////////////////////////////// / /////////////////////////// SR167DL LINE 84+05 SR1 6 7 D L L I N E 8 5 + 0 0 DL LINE 86+00 SR167AL_NB LINE 2 + 0 0 SR1 6 7 A L _ N B L I N E 3 + 0 0 SR 1 6 7 A L _ N B L I N E 3 + 5 4 SR167 LINE 1004+00 SR167 LINE 1006+00 SR167 LINE 1008+00 SB WA-167 NB WA-167 BT1 2 0 - C - S R 1 6 7 D L L I N E BT120- C - S R 1 6 7 A L _ N B L I N E BT120-C-SR167 LINE HVS HVS HVS HVS HV S HV S HVS HVS HVS HVS HVS HVS HVS H V S H V S HVSHVSHVS HVS 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-CXP701-703. 3.PROTECT EXISTING DRAINAGE STRUCTURES SUCH AS CATCH BASINS, MANHOLES AND PIPES UNLESS NOTED FOR REMOVAL. SEE DRAWINGS BT120-CXP701-703. 4.REFER TO COR STD PLAN 220.20 FOR TRENCHING AND SAWCUT LIMITS 5.AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. 6.SEE SITE PREPARATION PLANS, DRAWINGS BT120-CXP701-703, FOR FLOODPLAIN EXCAVATION AREA INFORMATION. 7.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. EROSION AND SEDIMENT CONTROL NOTES: 1 INSTALL HIGH VISIBILITY SILT FENCE PER WSDOT STD PLAN I-30.17-01 SEE SHEET BT120-CTD701, HVF SHALL BE PLACED AROUND THE TRENCH AREA WHILE MAINTAINING PUBLIC ACCESS PER WSDOT STANDARD PLAN I-10.10-01. 2 INSTALL INLET PROTECTION PER WSDOT STD PLAN I-40.20-00 SEE SHEET BT120-CTD702. FOR ADDITIONAL INLET PROTECTION, A SANDBAG BARRIER SHALL BE PLACED UPSTREAM OF CATCH BASIN PER CITY OF RENTON STANDARD PLAN 216.50 SEE SHEET BT120-CTD703. INLET PROTECTION HIGH VISIBILITY SILT FENCE RIGHT-OF-WAY LINE WSDOT LIMITED ACCESS PROPERTY LINE REMOVE ASPHALT PAVEMENT CLEARING AND GRUBBING LEGEND: HVSHVS 6-9-2025 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 DEVELOPMENT ENGINEERING msippo 11/25/2025 R-4332600 STRIDE BUS RAPID TRANSIT CENTER SOUTH RENTON TRANSIT CNTER RDWY IMP BT120 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL TESC DETAILS BT120-CTD701 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: 10 / 2 9 / 2 4 | 10 : 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 7 1 7 8 9 \ S 1 - B T 1 2 0 - C T D 7 0 1 - 7 0 3 . D W G S1-BT120-CTD701-703 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 GB-SEAL-SS56324 OSBORN CONSULTING INCORPORATED 12-02-2024 0662 RTA/CN 0205-24 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-4332601 STRIDE BUS RAPID TRANSIT CENTER SOUTH RENTON TRANSIT CNTER RDWY IMP BT120 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL TESC DETAILS BT120-CTD702 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: 10 / 2 3 / 2 4 | 9: 5 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 7 1 7 8 9 \ S 1 - B T 1 2 0 - C T D 7 0 1 - 7 0 3 . D W G S1-BT120-CTD701-703 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 GB-SEAL-SS56324 OSBORN CONSULTING INCORPORATED 12-02-2024 0663 RTA/CN 0205-24 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-4332602 STRIDE BUS RAPID TRANSIT CENTER SOUTH RENTON TRANSIT CNTER RDWY IMP BT120 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL TESC DETAILS BT120-CTD703 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: 10 / 2 3 / 2 4 | 9: 5 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 7 1 7 8 9 \ S 1 - B T 1 2 0 - C T D 7 0 1 - 7 0 3 . D W G S1-BT120-CTD701-703 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 GB-SEAL-SS56324 OSBORN CONSULTING INCORPORATED 12-02-2024 0664 RTA/CN 0205-24 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-4332603 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER RDWY IMP BT120 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL PAVING PLAN SR 167 STA. 1002+50.00 TO STA. 1008+00.00 BT120-CPP702 BT120 665 0 M. ROUGH M. ROUGH J. KEYES M. ROUGH 0 12/10/2024 MR JK MR ISSUED FOR BID RTA/CN 0205-24 1"=20' 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 | 12 : 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 7 1 7 8 9 \ S 1 - B T 1 2 0 - C P P 7 0 2 - 7 0 3 . D W G S1-BT120-CPP702-703 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BTSL1-VRX101 xS1-BT120-CAP701 xS1-BT120-GZK701 xS1-BT120-CGP701 xS1-BT120-CMP701 xS1-BT120-CPN701 xS1-BT120-CPP701 xS1-BT120-ELP701 xS1-BT120-TNP701 xS1-BT120-TSP701 xS1-BT140-CZN001 xS1-BT120-CRP701 dS1-BT120-CGS001 xS1-BT120-VSF700 GB-SEAL-MR46378 dS1-BT120-CGS700 MA T C H L I N E : S R 1 6 7 L I N E S T A 1 0 0 8 + 0 0 SE E D W G BT 1 2 0 - C P P 7 0 3 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 1 11 MR ADDENDUM#1MRDP06/13/20251 1X X X X X X X X X X AS P H AS P H UTUT OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE FO FO FO FO FO FO FO FO FO FO FO FO SD SD SDSDSDSDSDSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD OE OE OE OE OEFO FO FO FO FO FO FO SD SD SD CO M C A S T CO M C A S T WSDOT FO WSDOT FO WSDOT FO HH HH UT I L VL T HH 3'5" 5'6" 3' 3'4" 3' 3'7 " 27 27 26 26 2 6 27 27 27 28 28 27 26 27 2 6 25 27 27 2828292928282929 27 27 27 26 26 27 2524 2 3 26 27 26 / / / / / / / / / // //////// /// //////////////////////////////////////////////////// / /////////////////////////// SB SR-167 NB SR-167 R4' SR167 LINE lll l C F F F F F F F C C C CCC SR 1 6 7 D L L I N E SR167AL_NB LINE 4:1 SLOPE 24 . 0 ' R 4 ' 25 1 2 3 4 5 6 7 89 2:1 MAX SLOPE 10:1 MAX SLOPE 10:1 MAX SLOPE 2:1 SLOPE 13 14 10 11 12 15 24 . 0 ' 20 . 0 ' SR167 LINE 1003+68.93, 32.35' R BEGIN MATCH EXISTING 11 SR167 LINE 1004+40.72, 63.85' R PC, E/P MATCH EXISTING 11 SR167 LINE 1004+42.56, 56.30' RT PT E/P 27.27' 11 SR167 LINE 1004+97.27, 52.30' RT AP E/P 27.42' 11 SR167 LINE 1005+70.07, 52.30' RT AP E/P 27.28' 11 SR167 LINE 1005+72.57, 52.30' RT END ANCHOR END 2:1 SLOPE BEHIND GUARDRAIL BEGIN 4:1 SLOPE FG 27.26' 27 SR167 LINE 1006+34.40, 56.32' RT PC, FL E/P 27.29' 11 SR167 LINE 1006+77.71, 44.29' R PC MATCH EXISTING 11 SR167 LINE 1007+13.28, 32.56' R END MATCH EXISTING 11 SR167 LINE 1004+61.49, 56.30' RT AP E/P 27.07' 11 SR167 LINE 1004+57.73, 56.72' RT BEGIN GUARDRAIL TYPE 31 NON-FLARED TERMINAL FG 27.02' 25 SR167 LINE 1005+74.17, 56.31' RT AP E/P 27.17' 11 1. 1 2 % 1. 0 7 % 2. 0 0 % 1. 0 0 % 0. 5 9 % 2. 0 0 % 2. 0 0 % 1. 0 4 % 1. 0 4 % 2. 0 0 % 1. 0 3 % 1. 0 1 % 16 SR167DL LINE 84+05 SR1 6 7 D L L I N E 8 5 + 0 0 SR 1 6 7 D L L I N E 8 6 + 0 0 SR167AL_NB LINE 2 + 0 0 SR1 6 7 A L _ N B L I N E 3 + 0 0 SR 1 6 7 A L _ N B L I N E 3 + 5 4 SR167 LINE 1004+00 SR167 LINE 1006+00 SR167 LINE 1008+00 SR167 LINE 1004+87.72, 53.28' RT END GUARDRAIL TYPE 31 NON-FLARED TERMINAL BEGIN GUARDRAIL FG 27.38' 24 SR167 LINE 1005+60.07, 52.30' RT END GUARDRAIL BEGIN ANCHOR FG 27.38' 2427 SR167 LINE 1003+68.93, 35.02' R MATCH EXISTING11 SR167 LINE 1007+13.28, 33.98' R MATCH EXISTING 11 17 18 19 20 21 22 SR167 LINE 1006+36.72, 63.60' R PT END 4:1 SLOPE MATCH EXISTING 11 23 24 25 26 28 27 FLOODPLAIN EXCAVATION AREA CONTRACTOR SHALL PROVIDE 15 CY OF COMPENSATORY FLOOD PLAIN STORAGE EXCAVATION AS IDENTIFIED BY THE SPOT ELEVATIONS SHOWN FOR THIS AREA NOTES: 1 SEE SHEETS BT120-CRY701 - BT120-CRY702 FOR TYPICAL ROADWAY SECTIONS 2 SEE SHEETS BT120-CXP702 - BT120-CXP703 FOR SITE PREPARATION PLANS 3 SEE SHEETS BT120-CMP702 - BT120-CMP703 FOR PAVEMENT MARKING PLAN 4 SEE SHEETS BT120-RPP701 FOR RIGHT-OF-WAY PLAN 5 POTHOLE PRIOR TO THE INSTALLATION OF GUARDRAIL TO IDENTIFY LOCATION OF UNDERGROUND ELECTRICAL AND ENSURE THERE ARE NO CONFLICTS BETWEEN THE PROPOSED GUARDRAIL POSTS AND THE EXISTING UNDERGROUND ELECTRICAL 6 ALL THE SLOPE RATIOS SHOWN ARE HORIZONTAL TO VERTICAL CONSTRUCTION NOTES: 11 INSTALL HMA ROADWAY PAVEMENT PER TYPICAL SECTIONS SHEETS INSTALL BEAM GUARDRAIL TYPE 31 PER WSDOT STD PLAN C-20.10-09. SEE NOTE 5 ON THIS SHEET. INSTALL BEAM GUARDRAIL TYPE 31 NON-FLARED TERMINAL (POSTED SPEED 45MPH AND BELOW), MAX-TENSION (TL-2), PER WSDOT STD PLAN C-22.45-07. SEE NOTE 5 ON THIS SHEET INSTALL BEAM GUARDRAIL TYPE 31 ~ ANCHOR TYPE 11 PER WSDOT STD PLAN C-23.70-01 24 25 27 X FINISHED GROUND POINT TABLE POINT NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 SR 167 LINE STA./OFFSET 1004+25.85, 44.30 R 1004+42.62, 44.30 R 1004+57.96, 44.30 R 1004+58.01, 59.21 R 1004+70.26, 63.08 R 1004+58.42, 62.68 R 1006+68.00, 44.31 R 1004+92.47, 55.35 R 1004+87.99, 57.36 R 1004+29.79, 56.37 R 1004+25.81, 56.39 R 1006+34.04, 44.30 R 1006+47.21, 48.30 R 1006+68.00, 46.30 R 1006+14.40, 56.30 R 1006+46.63, 44.30 R ELEVATION 27.38' 27.39' 27.29' 26.78' 26.40' 26.59' 27.49' 27.15' 27.05' 27.32' 27.31' 27.42' 27.38' 27.48' 27.05' 27.46' DESCRIPTION FG FG FG FG MATCH EXISTING/FL FL FG FG AP FG FG FG FL FL GRADE BREAK FG FINISHED GROUND POINT TABLE POINT NO. 17 18 19 20 21 22 23 24 25 26 27 28 SR 167 LINE STA./OFFSET 1005+66.87, 68.08 R 1005+69.97, 87.51 R 1005+81.45, 92.36 R 1005+99.95, 86.91 R 1006+23.83, 63.14 R 1006+21.72, 60.58 R 1005+70.83, 65.41 R 1005+67.99, 80.53 R 1005+80.70, 78.54 R 1005+96.53, 73.02 R 1006+10.33, 67.72 R 1006+23.01, 62.14 R ELEVATION 25.23' 25.45' 26.29' 26.99' 26.59' 26.54' 25.62' 25.00' 25.10' 25.20' 25.30' 26.57' DESCRIPTION MATCH EXISTING MATCH EXISTING MATCH EXISTING MATCH EXISTING MATCH EXISTING MATCH EXISTING MATCH EXISTING MATCH EXISTING FG FG FG MATCH EXISTING LEGEND: FILL LINE CUT LINEC F GUARDRAILl GRADING LINE HMA PER TYPICAL SECTIONS BT120-CRY701 6/12/2025 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 DEVELOPMENT ENGINEERING msippo 11/25/2025 R-4332604 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER RDWY IMP BT120 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL PAVING PLAN SR 167 STA. 1008+00.00 TO STA. 202+00.00 BT120-CPP703 BT120 M. ROUGH M. ROUGH J. KEYES M. ROUGH 0 12/10/2024 MR JK MR ISSUED FOR BID 1"=20' 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: 11 / 1 3 / 2 4 | 5: 0 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 7 1 7 8 9 \ S 1 - B T 1 2 0 - C P P 7 0 2 - 7 0 3 . D W G S1-BT120-CPP702-703 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BTSL1-VRX101 xS1-BT120-CAP701 xS1-BT120-GZK701 xS1-BT120-CGP701 xS1-BT120-CMP701 xS1-BT120-CPN701 xS1-BT120-CPP701 xS1-BT120-ELP701 xS1-BT120-TNP701 xS1-BT120-TSP701 xS1-BT100-140-CZN001 xS1-BT120-CRP701 dS1-BT120-CGS001 xS1-BT120-VSF700 GB-SEAL-MR46378 MA T C H L I N E : S R 1 6 7 L I N E S T A 1 0 0 8 + 0 0 SE E D W G BT 1 2 0 - C P P 7 0 2 X X X X X X X X X X X X AS P H HH SSSSSSSSSSSS SS SS SS SS SS SD 36" CMP 36 " D I FH CW O E O E O E O E OE O E O E OE O E O E OE O E OE O E O E O E O E O E OE O E O E OE O E O E O E E E E W E E WV 3W V WV WVWV HHHH HH 3H HHH HH HH HH HH HH HH 2H H H H HH HH ELEC VLT 4 E L E C V L T EL E C VL T EL E C VL T 2E L E C V L T 3I R R G 2I R R G W W W W W E WM EEEEE E WWWWWW W W E FO E E E E E E E E E WWW W G G G E EEEEEE E E E E E E E EE E E E E E E E E E E EEE E E E E E E E E E E E E E E E E E O E E E E G F O F O F O FO F O F O F O FO F O F O F O FO F O FO F O F O F O FO F O F O FO F O F O FO W W W FO FO FO F O FO FO FO FO FO FO F O FO FO SDSDSDSDSDSDSDSDSDSDSDSDSDSD SD SD SD SD SD SD SD SD SD SD SD SD SD S D S D S D 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 FOFOFOFO 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 EEEEEE E E E E EE E E E E E E E E E E E E E OE O E OE OE OE OE OE OE FO FO FO FO FO FO FO FO FO FO F O FO X X X X M I S C V A L V FO FO FO F O FO F O FO FO FO FO FO FO E E FO FO FO FO FO FO FO FO FO FO FO COMCAST COMCAST COMCAST CO M C A S T COMCAST COMCAST 3-PSE 3- P S E 2- P S E P S E PSE PSE WSDOT FOWSDOT FO PS E G A S T U T I L V L T HH E E E E E E E EFOFO FO HH HH HHHH 2W M FH 10 ' 8' 7 ' 3 " 7' 4' /////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / /////////////////////////////////////////////////// / / / / / / ///////////////////////////////////////////////////////////////////////////////////////// / / 27 26 27 27 26 26 2525 25 24 2 8 2 7S G R A D Y W A Y RAINIER AVE S WSDOT LIMITED ACCESS, TYP SB SR-167 NB SR-167 RAINIERS LINESR167 LINE G R A D Y L I N E 11 . 0 ' 15 . 0 ' SR167 LINE 1009+10.50, 9.51' R BEGIN9 SR167 LINE 1010+78.50, 10.20' R END9 G R A D Y L I N E 1 4 9 + 0 0 GRADY LINE 150+00 G R A D Y L I N E 1 5 1 + 0 0 RAINIERS LINE 200+00.00 =GRADY LINE 150+00.00 GRADY LINE 150+03.68 =SR167 LINE 1011+46.97 SR167 LINE 1008+00 SR167 LINE 1010+00 RAINIERS LINE 202+00 NOTES: 1 SEE SHEETS BT120-CRY701 - BT120-CRY702 FOR TYPICAL ROADWAY SECTIONS 2 SEE SHEETS BT120-CXP702 - BT120-CXP703 FOR SITE PREPARATION PLANS 3 SEE SHEETS BT120-CMP702 - BT120-CMP703 FOR PAVEMENT MARKING PLAN 4 SEE SHEETS BT120-RPP701 FOR RIGHT-OF-WAY PLAN 5 POTHOLE PRIOR TO THE INSTALLATION OF GUARDRAIL TO IDENTIFY LOCATION OF UNDERGROUND ELECTRICAL AND ENSURE THERE ARE NO CONFLICTS BETWEEN THE PROPOSED GUARDRAIL POSTS AND THE EXISTING UNDERGROUND ELECTRICAL 6 ALL THE SLOPE RATIOS SHOWN ARE HORIZONTAL TO VERTICAL CONSTRUCTION NOTES: 9 INSTALL PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64-03 12/02/2024 0666 RTA/CN 0205-24 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-4332605 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER RDWY IMP BT120 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL PAVEMENT MARKING PLAN SR 167 STA. 1002+50.00 TO STA. 1008+00.00 BT120-CMP702 BT120 667 0 M. ROUGH M. ROUGH J. KEYES M. ROUGH 0 12/10/2024 MR JK MR ISSUED FOR BID RTA/CN 0205-24 1"=20' 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: 08 / 0 1 / 2 5 | 10 : 1 2 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 7 1 7 8 9 \ S 1 - B T 1 2 0 - C M P 7 0 2 - 7 0 3 . D W G S1-BT120-CMP702-703 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BTSL1-VRX101 xS1-BT120-CAP701 xS1-BT120-GZK701 xS1-BT120-CMP701 xS1-BT120-ELP701 xS1-BT120-TNP701 xS1-BT100-140-CZN001 xS1-BT120-VSF700 xS1-BT120-CPP701 xS1-BT120-CRP701 GB-SEAL-MR46378 MA T C H L I N E : S R 1 6 7 L I N E S T A 1 0 0 8 + 0 0 SE E D W G BT 1 2 0 - C M P 7 0 3 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 A A A MR CNRFP#002MRDP08/08/2025A X X X X X X X X X X AS P H AS P H UTUT HH HH UT I L VL T HH / / / / / / / / // // /////// /// //////////////////////////////////////////////////// / /////////////////////////// SB SR-167 NB SR-167 EX 12.0' EX 12.0' 12.0' 1 7 END BEGIN 7 SR167 LINE SR16 7 D L L I N E SR167A L _ N B L I N E 17 lll l12 . 0 ' 8. 0 ' 12 . 0 ' SR167DL LINE 84+83.93, 6.94' R BEGIN MATCH EXISTING STRIPING 1 SR167DL LINE 84+05 SR16 7 D L L I N E 8 5 + 0 0 SR 1 6 7 D L L I N E 8 6 + 0 0 SR167AL_NB LINE 2 + 0 0 SR1 6 7 A L _ N B L I N E 3 + 0 0 SR 1 6 7 A L _ N B L I N E 3 + 5 4 SR167 LINE 1004+00 SR167 LINE 1006+00 SR167 LINE 1008+00 SR167 LINE 1002+71.54, 31.72' R BEGIN MATCH EXISTING STRIPING 7 SR167 LINE 1005+76.65, 38.20' R24 SR167 LINE 1007+24.38, 32.30' R END MATCH EXISTING STRIPING 17 SR167 LINE 1003+68.93, 44.30' R SR167 LINE 1006+77.71, 44.30' R SR167 LINE 1006+43.93, 38.61' R18 1 7 BEGIN END SR167 LINE 1003+88.93, 38.20' R 24 R170.0'R353.0'24.0' TYP NOTES: 1 SEE SHEETS BT120-CPP702 - BT120-CPP703 FOR PAVING PLANS CONSTRUCTION NOTES: 1 8" WHITE WIDE SOLID LANE LINE PER WSDOT STD. PLAN M-20.10-04 8" WHITE WIDE DOTTED LANE LINE PER WSDOT STD. PLAN M-20.10-04 8" PROFILED PLASTIC WHITE WIDE LANE LINE PER WSDOT STD. PLAN M-20.20-02 YIELD LINE SYMBOL PER WSDOT STD. PLAN M-24.60-04 INSTALL "BUS ONLY" TRAFFIC LETTERS PER WSDOT STD. PLAN M-80.10-01 7 17 18 24 08/12/2025 A WSDOT COMMENTS - CNWD #001 C2 4 0 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 TR O - 4 1 - 4 3 3 2 T-433272 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER RDWY IMP BT120 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL PAVEMENT MARKING PLAN SR 167 STA. 1008+00.00 TO STA. 202+00.00 BT120-CMP703 BT120 668 0 M. ROUGH M. ROUGH J. KEYES M. ROUGH 0 12/10/2024 MR JK MR ISSUED FOR BID RTA/CN 0205-24 1"=20' 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 | 12 : 2 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 7 1 7 8 9 \ S 1 - B T 1 2 0 - C M P 7 0 2 - 7 0 3 . D W G S1-BT120-CMP702-703 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BTSL1-VRX101 xS1-BT120-CAP701 xS1-BT120-GZK701 xS1-BT120-CMP701 xS1-BT120-ELP701 xS1-BT120-TNP701 xS1-BT100-140-CZN001 xS1-BT120-VSF700 xS1-BT120-CPP701 xS1-BT120-CRP701 GB-SEAL-MR46378 MA T C H L I N E : S R 1 6 7 L I N E S T A 1 0 0 8 + 0 0 SE E D W G BT 1 2 0 - C M P 7 0 2 1 1 06/13/2025 DPMR ADDENDUM#1MR 1 X X X X X X X X X X X X AS P H HH 36" CMP 36 " D I 8" CONC 18" CON C 4' WOOD FNC CW E E E W E E HHHH HH 3H HHH HH HH HH HH HH HH 2H H H H HH HH ELEC VLT 4 E L E C V L T EL E C VL T EL E C VL T 2E L E C V L T FO X X X X M I S C V A L V E E 2 - Z A Y O F O PS E G A S T U T I L V L T HH FO FO FO HH HH HHHH 8' 7 ' 3 " /////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / /////////////////////////////////////////////////// / / / / / / ///////////////////////////////////////////////////////////////////////////////////////// / / S G R A D Y W A Y RAINIER AVE S WSDOT LIMITED ACCESS, TYP 15.0' 11.0' SR167 LINE SB SR-167 NB SR-167 EX 11.2' EX 12.0' 5 BEGIN 3 END RAINIERS LINE G R A D Y L I N E G R A D Y L I N E 1 4 9 + 0 0 GRADY LINE 150+00 G R A D Y L I N E 1 5 1 + 0 0 RAINIERS LINE 200+00.00 =GRADY LINE 150+00.00 GRADY LINE 150+03.68 =SR167 LINE 1011+46.97 SR167 LINE 1008+00 SR167 LINE 1010+00 RAINIERS LINE 202+00 SR167 LINE 1008+00.50, 7.48' R BEGIN MATCH EXISTING STRIPING 3 SR167 LINE 1008+00.47, 6.96' L BEGIN MATCH EXISTING STRIPING 3 SR167 LINE 1008+60.34, 6.00' L SR167 LINE 1008+84.04, 6.00' L END MATCH EXISTING STRIPING 5 SR167 LINE 1009+10.50, 9.01' R BEGIN 80 SR167 LINE 1010+79.00, 10.16' R END80 SR167 LINE 1009+10.50, 10.01' R BEGIN 80 SR167 LINE 1009+10.50, 9.51' R 19 NOTES: 1 SEE SHEETS BT120-CPP702 - BT120-CPP703 FOR PAVING PLANS CONSTRUCTION NOTES: YELLOW PROFILED PLASTIC EDGE LINE PER WSDOT STD. PLAN M-20.20-02 YELLOW PROFILED PLASTIC DOUBLE CENTERLINE PER WSDOT STD. PLAN M-20.20-02 INSTALL WHITE FLEXIBLE GUIDE POST PER WSDOT STD. PLAN M-40.10-04 PAINTING CURB. APPLY WHITE PAINT. 3 5 19 80 6/12/2025 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 DEVELOPMENT ENGINEERING msippo 11/25/2025 TR O - 4 1 - 4 3 3 2 T-433273 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER RDWY IMP BT120 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL PAVEMENT MARKING DETAILS BT120-CMD701 BT120 669 0 M. ROUGH M. ROUGH J. KEYES M. ROUGH 0 12/10/2024 MR JK MR ISSUED FOR BID RTA/CN 0205-24 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: 08 / 0 1 / 2 5 | 10 : 1 2 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 7 1 7 8 9 \ S 1 - B T 1 2 0 - C M D 7 0 1 . D W G S1-BT120-CMD701 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 GB-SEAL-MR46378 DELETED 08/08/2025A DPMR CNRFP#002MR A WSDOT COMMENTS - CNWD #001 C2 4 0 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 TR O - 4 1 - 4 3 3 2 T-433274 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER RDWY IMP BT120 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL ILLUMINATION NOTES SR167 BT120-CLN701 BT120 Z. WANG Z. WANG J. PI R. ACEVEDO 0 12/10/2024 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 / 0 9 / 2 4 | 4: 5 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 7 1 7 8 9 \ S 1 - B T 1 2 0 - C L N 7 0 1 . D W G S1-BT120-CLN701 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 GB-SEAL-RA55471 LEGEND: EXISITNG NEW GENERAL NOTES: 1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH WSDOT STANDARD PLANS, STANDARD SPECIFICATIONS, LATEST AMENDMENTS TO APWA STANDARD SPECIFICATIONS, SPECIAL PROVISIONS AND THESE PLANS. 2.UTILITY LOCATION (DIAL-A-DIG) PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 3.THE LOCATION OF ALL EXISTING INFRASTRUCTURE INCLUDING BUT NOT LIMITED TO UTILITIES, LUMINAIRES, CONDUITS, AND JUNCTION BOXES SHOWN ON PLANS ARE APPROXIMATE. NOT ALL EXISTING ELECTRICAL AND ILLUMINATION IS SHOWN. CONTRACTOR SHALL VERIFY IN FIELD PRIOR TO INSTALLATION. 4.PRIOR TO INSTALLATION, OBTAIN FIELD VERIFICATION FROM THE ENGINEER FOR THE LOCATION OF ALL FEATURES TO BE INSTALLED. 5.THE CONTRACTOR SHALL MAINTAIN THE OPERATION OF THE EXISTING ILLUMINATION SYSTEMS FOR ROADWAYS THAT ARE OPEN TO TRAFFIC. REMOVE EXISTING LUMINAIRE, FOUNDATIONS, AND ASSOCIATED CONDUIT/WIRING WHEN NO LONGER REQUIRED. ALL EXISTING ILLUMINATION NOT CALLED OUT TO BE REMOVED SHALL BE MAINTAINED AND PROTECTED. SINGLE STREET LIGHT ASSEMBLY LUMINAIRE # WSDOT TYPE 1 JUNCTION BOX SERVICE CABINET CONDUIT WIRE NOTE CONSTRUCTION NOTE EE L# # # 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 SL1-1 12/02/2024 0670 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 DEVELOPMENT ENGINEERING msippo 11/25/2025 TR O - 4 1 - 4 3 3 2 T-433275 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER RDWY IMP BT120 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CIVIL ILLUMINATION PLAN SR167 BT120-CLP701 BT120 Z. WANG Z. WANG J. PI R. ACEVEDO 0 12/10/2024 ISSUED FOR BID 1"=20' N 20 40 SCALE IN FEET 01020 (1" = 20') 1 CONSTRUCTION NOTES PROVIDE AND REPLACE EXISTING JUNCTION BOX WITH NEW WSDOT TYPE 1 JUNCTION BOX IN ACCORDANCE WITH STANDARD PLAN J-40.10. SPLICE NEW CONDUCTORS TO EXISTING LIGHTING CIRCUIT CONDUCTORS IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATIONS. REMOVE EXISTING LIGHT STANDARD AND FOUNDATION. REMOVE EXISTING WIRING AND ABANDON EXISTING CONDUIT BETWEEN LIGHT POLE AND NEAREST JUNCTION BOX. INSTALL NEW LIGHT STANDARD INCLUDING POLE, FIXTURE, MAST ARM, SLIP BASE AND FOUNDATION IN NEW LOCATION IN ACCORDANCE WITH WSDOT STANDARD PLANS J-28.10, J-28.22 AND J-28.30 WITH TYPE B METHOD 2. ACCORDING TO AVAILABLE AS BUILT PLANS, EXISTING LIGHT STANDARD TO BE REPLACED IS FED FROM SUA 0882 CIRCUIT "B" AT 480V. PROVIDE AND INSTALL WSDOT TYPE 1 JUNCTION BOX IN ACCORDANCE WITH WSDOT STANDARD PLAN J-40.10. 2 4 1 CONDUCTORS NO. CONDUIT SIZE CKT NOTES WIRING SCHEDULE SERVICE NO. 0882 240/480V 2 1" 2" 2-#10, 2-#8, 1-#10 GND 2-#10, 2-#8, 1-#10 GND B B ILLUMINATION POLE SCHEDULE LUMINAIRE NUMBER STATION OFFSET LUMINAIRE TYPE-DISTRIBUTION - WATTAGE SERVICE NO.MAST ARM (FT) MOUNTING HEIGHT (FT)BASE TYPE NOTES L1 1006+07.5 58.5' RT III-MED CUTOFF- 400W EQUIVALENT LED SUA0882 12 40 SLIP No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: 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 / 0 9 / 2 4 | 4: 5 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 7 1 7 8 9 \ S 1 - B T 1 2 0 - C L P 7 0 1 . D W G S1-BT120-CLP701 FACILITY ID: Xrefs: xS1-BT120-ELP701 xS1-BT120-CMP701 xS1-BT120-CPP701 xBRT-CUD05-TB22x34 xS1-BT120-CAP701 xS1-BT120-VSF700 GB-SEAL-RA55471 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 SR167DL LINE 84+05 SR1 6 7 D L L I N E 8 5 + 0 0 SR167AL_NB LINE 2 + 0 0 SR1 6 7 A L _ N B L I N E 3 + 0 0 SR 1 6 7 A L _ N B L I N E 3 + 5 4 SR167 LINE 1004+00 SR167 LINE 1006+00 SR167 LINE 1008+00 SR-167 SB SR-167 NB X X X X X X X U T U T JERSEY BARRIER E X I T EOP EOP O E O E OE OE OE OE OE OE OE OE OE OE FO FO FO FO FO FO FO FO FO FO FOSD SDSDSDSDSDSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD OE OE OE OE OE FO FO FO FO FO FOFO CO M C A S T CO M C A S T WSDOT FO WSDOT FO WSDOT FO H H H H U T I L V L T H H 3'5" 5'6" 3' SR-167 S B O N - R A M P SR- 1 6 7 N B O F F - R A M P I-40 5 W B O F F - R A M P I-40 5 W B O N - R A M P E 3 12 4 SR167 STA. 1006+07.5, 58.5' RT 1 EXISTING SUA 0882 277/ 480V, 200A L1 2 12/02/2024 0671 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 DEVELOPMENT ENGINEERING msippo 11/25/2025 TR O - 4 1 - 4 3 3 2 T-433276 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER RDWY IMP BT120 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 TRAFFIC SIGNAGE PLAN SR 167 STA. 997+00.00 TOP STA. 1002+50.00 BT120-TNP701 BT120 M. ROUGH M. ROUGH J. KEYES M. ROUGH 0 12/10/2024 MR JK MR ISSUED FOR BID 1"=20' 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: 11 / 1 3 / 2 4 | 5: 2 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 7 1 7 8 9 \ S 1 - B T 1 2 0 - T N P 7 0 1 - 7 0 2 . D W G S1-BT120-TNP701-702 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BTSL1-VRX101 xS1-BT120-CAP701 xS1-BT120-GZK701 xS1-BT120-CPP701 xS1-BT120-CPP101 xS1-BT120-ELP701 xS1-BT120-VSF701 xS1-BT120-TNP701 GB-SEAL-MR46378 xS1-BT120-CRP701 MA T C H L I N E : S R 1 6 7 L I N E S T A 1 0 0 2 + 5 0 SE E D W G BT 1 2 0 - T N P 7 0 2 RIGHT LANE MUSTEXIT EXCEPT BUS SIGN SIGN DETAILS GENERAL NOTES: 1.INSTALL SIGNS PER WSDOT STANDARD PLANS SECTION G. 2.SEE WSDOT SIGN FABRICATION MANUAL AND MUTCD FOR STANDARD SIGN CODES. 3.SEE SHEET BT120-TND701 FOR SIGN DIMENSIONS DETAILS. 4.SEE SHEET BT120-CMP702 - BT120-CMP703 FOR PAVEMENT MARKING PLANS. LEGEND NEW SIGN EXISTING SIGN BRDG COLUMNS (TYP) BRDG COLUMNS (TYP) EXTRUDED CURB CONC CONC B R I D G E E D G E B R I D G E E D G E B R I D G E E D G E B R I D G E E D G E NB I - 4 0 5 S B I - 4 0 5 SB SR-167 NB SR-167 SR167 LINE EX 12.0' EX 12.0' EX 14.9' I4 0 5 L I N E SR167AL_NB LINE SR167 LINE 1000+08.29, 55.44' R INSTALL "RIGHT LANE MUST EXIT EXCEPT BUS" SIGN I4 0 5 L I N E 3 2 7 + 0 0 I4 0 5 L I N E 3 2 8 + 0 0 SR167AL_NB LINE 1+00 SR167 LINE 998+00 SR167 LINE 1000+00 SR167 LINE 1002+00 12/02/2024 0672 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 DEVELOPMENT ENGINEERING msippo 11/25/2025 TR O - 4 1 - 4 3 3 2 T-433277 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER RDWY IMP BT120 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 TRAFFIC SIGNAGE PLAN SR 167 STA. 1002+50.00 TO STA. 1008+00.00 BT120-TNP702 BT120 M. ROUGH M. ROUGH J. KEYES M. ROUGH 0 12/10/2024 MR JK MR ISSUED FOR BID 1"=20' 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: 11 / 1 3 / 2 4 | 5: 2 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 7 1 7 8 9 \ S 1 - B T 1 2 0 - T N P 7 0 1 - 7 0 2 . D W G S1-BT120-TNP701-702 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 xS1-BTSL1-VRX101 xS1-BT120-CAP701 xS1-BT120-GZK701 xS1-BT120-CPP701 xS1-BT120-CPP101 xS1-BT120-ELP701 xS1-BT120-VSF701 xS1-BT120-TNP701 GB-SEAL-MR46378 xS1-BT120-CRP701 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 : S R 1 6 7 L I N E S T A 1 0 0 2 + 5 0 SE E D W G BT 1 2 0 - T N P 7 0 1 GENERAL NOTES: 1.INSTALL SIGNS PER WSDOT STANDARD PLANS SECTION G. 2.SEE WSDOT SIGN FABRICATION MANUAL AND MUTCD FOR STANDARD SIGN CODES. 3.SEE SHEET BT120-TND701 FOR SIGN DIMENSIONS DETAILS. 4.SEE SHEET BT120-CMP702 - BT120-CMP703 FOR PAVEMENT MARKING PLANS. SIGN DETAILS EXCEPT BUS PLAQUE AUTHORIZEDBUSES ONLY SIGN BUSES YIELD TOOFF-RAMP TRAFFIC SIGN WATCH FOR BUSESSIGN LEGEND NEW SIGN EXISTING SIGN / / / / / / / / // // /////// /// //////////////////////////////////////////////////// / /////////////////////////// X X X X X X X X X X B R I D G E E D G E BR D G CO L U M N SB SR-167 NB SR-167 SR167 LINE EXISTING W4-6 SIGN EXISTING R5-1 SIGN SR 1 6 7 D L L I N E SR167A L _ N B L I N E SR167 LINE 1004+48.25, 59.66' R INSTALL "EXCEPT BUS" SUPPLEMENTAL PLAQUE BELOW EXISTING EXIT SIGN SR167 LINE 1005+33.72, 63.30' R INSTALL "AUTHORIZED BUSES ONLY" SIGN SR167DL LINE 85+10.41, 22.59' L INSTALL "WATCH FOR BUSES" SIGN SR167 LINE 1006+07.45, 58.5' R INSTALL "BUSES YIELD TO OFF-RAMP TRAFFIC" SIGN RELOCATE W4-3 SIGN FROM EX LIGHT POLE TO NEW LIGHT POLE SR167DL LINE 84+05 SR16 7 D L L I N E 8 5 + 0 0 SR 1 6 7 D L L I N E 8 6 + 0 0 SR167AL_NB LINE 2 + 0 0 SR1 6 7 A L _ N B L I N E 3 + 0 0 SR 1 6 7 A L _ N B L I N E 3 + 5 4 SR167 LINE 1004+00 SR167 LINE 1006+00 SR167 LINE 1008+00 lll l 12/02/2024 0673 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 DEVELOPMENT ENGINEERING msippo 11/25/2025 TR O - 4 1 - 4 3 3 2 T-433278 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER RDWY IMP BT120 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 TRAFFIC SIGNAGE DETAILS SR 167 IN RENTON BT120-TND701 BT120 M. ROUGH M. ROUGH J. KEYES M. ROUGH 0 12/10/2024 MR JK 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 | 5: 2 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 7 1 7 8 9 \ S 1 - B T 1 2 0 - T N D 7 0 1 . D W G S1-BT120-TND701 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 GB-SEAL-MR46378 SIGN DIMENSIONS DETAILS SCALE: NTS 3'-6" 4' - 6 " 5"5"2'-8" 4" 6" 4" 6" 7" 6" 7" 1" 3" 6" 4" 4"1'-10"4" 7" 5" 4" 4" 7" 4' 5' 3"3'-6"3" 4" 6" 3" 1"4" 10 " 5" 10 " 5" 6" 6" 4'-6" 3'-6" 1' - 6 " 6" 6" 6" 2'-6" 3'5" 4" 1' - 1 " COLORS LEGEND - BLACK (NON-REFL) BACKGROUND - WHITE (REFL) COLORS LEGEND - BLACK (NON-REFL) BACKGROUND - WHITE (REFL) COLORS LEGEND - BLACK (NON-REFL) BACKGROUND - WHITE (REFL) COLORS LEGEND - BLACK (NON-REFL) YIELD LEGEND - RED (NON-REFL) BACKGROUND - WHITE (REFL) 6" 3" 6" 3" 6" 3' 3' COLORS LEGEND - BLACK (NON-REFL) BACKGROUND - YELLOW (REFL) 12/02/2024 0674 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 DEVELOPMENT ENGINEERING msippo 11/25/2025 TR O - 4 1 - 4 3 3 2 T-433279 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER RDWY IMP BT120 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 TRAFFIC TRAFFIC CONTROL NOTES SR167 BT120-TMN701 BT120 0 Z. WANG Z. WANG J. SEYER R. ACEVEDO 0 12/10/2024 ZW JS RA ISSUED FOR BID NTS GENERAL NOTES: ZONES: TRAFFIC CONTROL SETUP CONSISTS OF ONE ZONE: ZONE D: SR 167 / RAINIER AVENUE S BETWEEN SR 167 NORTHBOUND OFF-RAMP TO WESTBOUND I-405 AND 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' +/- 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 LEGEND1. THE PHASING PLANS AND DETOURS SHOWN ARE CONCEPTUAL IN NATURE AND ARE NOT INTENDED 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. 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. THE CONTRACTOR SHALL NOT PHASE THE WORK IN SUCH A MANNER THAT WOULD REQUIRE CONSECUTIVE TEMPORARY BUS STOPS. COORDINATE WITH KING COUNTY METRO FOR ANY ANTICIPATED BUS STOP IMPACTS. KCM MUST RECEIVE A NOTICE AT LEAST 30 BUSINESS DAYS PRIOR TO IMPACTING ANY 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. 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, UNLESS OTHERWISE COORDINATED WITH THE PROPERTY OWNER AND RECEIVED IN WRITING FROM SAID PROPERTY OWNER. 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' PER DIRECTION. FOR MULTIPLE LANE DRIVEWAYS, CONTRACTOR MUST MAINTAIN THE EXISTING NUMBER OF LANES, UNLESS OTHERWISE COORDINATED WITH THE PROPERTY OWNER AND RECEIVED IN WRITING FROM SAID PROPERTY OWNER. 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. MPH 50/70 35/45 25/30 TAPER TANGENT 40 30 20 80 60 40 CHANNELIZATION DEVICESPACING (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 SCOPE OF WORK WITHIN IN EACH PHASE IS PROVIDED IN THE MAINTENANCE OF TRAFFIC AND TRANSIT (MOTT) REPORT. CONTRACTOR HAS OPTION TO SET UP MULTIPLE WORK PHASES CONCURRENTLY, PROVIDED THAT THESE TRAFFIC CONTROL SETUPS DO NOT CONFLICT WITH EACH OTHER. 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. STAGING AND SEQUENCING: ZONE D PHASE 1:- CONSTRUCTION ON NORTHBOUND SHOULDER LANE ON SR 167 - CLOSURE OF NORTHBOUND OUTSIDE THROUGH LANE ON SR 167 WHEN NEEDED PHASE 2:- CONSTRUCTION ON NORTHBOUND OFF-ROAD AREA ON SR 167 - NO LANE CLOSURE PHASE 3:- CONSTRUCTION ON NORTHBOUND C-CURB ON RAINIER AVENUE S AT S GRADY WAY - CLOSURE OF NORTHBOUND LEFT TURN LANE AND INSIDE THROUGH LANE ON RAINIER AVENUE S AT S GRADY WAY No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: 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 2 / 2 5 | 2: 3 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 7 1 7 8 9 \ S 1 - B T 1 2 0 - T M N 7 0 1 . D W G S1-BT120-TMN701 FACILITY ID: Xrefs: xBRT-CUD05-TB22x34 GB-SEAL-RA55471 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 01/24/2025 675 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-433280 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 2 / 2 5 | 3: 0 0 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 7 1 7 8 9 \ S 1 - B T 1 2 0 - T M P 7 0 1 - 7 0 6 . D W G S1-BT120-TMP701-706 FACILITY ID: Xrefs: xS1-BT120-CMP701 xS1-BT120-CPP701 xBRT-CUD05-TB22x34 xS1-BT120-CAP701 xS1-BT120-TMP701 xS1-BT120-TSP701 xS1-BT120-ELP701 xS1-BT120-CSP701 xS1-BT120-VSF100 xS1-BT120-RPP701 xS1-BT120-UUP701 xS1-BT120-VSF700 GB-SEAL-RA55471 xS1-BT120-CRP701 SCALE IN FEET 025 5050 100 (1" = 50') MA T C H L I N E S T A 9 9 8 + 0 0 SE E D W G B T 1 2 0 - T M P 7 0 2 ZONE D - PHASE 1 55471 STATE O F WASHIN G T O N REGISTE R E D P R O FESSIONAL E N G INEER ROBE R T C. ACE V E D O GENERAL NOTES: 1.ALL GRIND AND OVERLAY WORK WILL BE DONE UNDER TRAFFIC DURING NON PEAK HOURS WITH A FLAGGER. 2.THE CONTRACTOR SHALL REMOVE TEMPORARY PAVEMENT MARKINGS ONCE THE CONSTRUCTION IS FINISHED. 30" STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER RDWY IMP BT120 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 TRAFFIC MOTT PLAN SR167 BT120-TMP701 BT120 676 0 Z. WANG Z. WANG J. SEYER R. ACEVEDO 0 12/10/2024 ZW JS RA ISSUED FOR BID 1"=50' 2+29 3+00 4+ 0 0 5 + 0 0 6 + 0 0 7 + 0 0 84+ 0 0 85+ 0 0 86+0 0 87+00 88+0088+61 SR167 LINE 987+00 SR167 LINE 988+00 SR167 LINE 990+00 SR167 LINE 992+00 SR167 LINE 994+00 SR167 LINE 996+00 SR167 LINE 998+00 W20-1 36" 36" SR-167 NB SR-167 SB I-405 E B O F F - R A M P S R - 1 6 7 S B O F F - R A M P I-405 EB ON-RAMP SR - 1 6 7 N B O N - R A M P 35 SPEED LIMIT REMAIN IN PLACE 35 SPEED LIMIT R2-1 W20-1 36" 36" 30" 36" 720' W20-5R RIGHT LANE CLOSED AHEAD 36" 36" W4-2R 36" 36" 500'500'500' 01/24/2025 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-433281 No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: 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 2 / 2 5 | 3: 0 0 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 7 1 7 8 9 \ S 1 - B T 1 2 0 - T M P 7 0 1 - 7 0 6 . D W G S1-BT120-TMP701-706 FACILITY ID: Xrefs: xS1-BT120-CMP701 xS1-BT120-CPP701 xBRT-CUD05-TB22x34 xS1-BT120-CAP701 xS1-BT120-TMP701 xS1-BT120-TSP701 xS1-BT120-ELP701 xS1-BT120-CSP701 xS1-BT120-VSF100 xS1-BT120-RPP701 xS1-BT120-UUP701 xS1-BT120-VSF700 GB-SEAL-RA55471 xS1-BT120-CRP701 SCALE IN FEET 025 5050 100 (1" = 50') MA T C H L I N E : S T A 9 9 8 + 0 0 SE E D W G B T 1 2 0 - T M P 7 0 1 ZONE D - PHASE 1 N 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 GENERAL NOTES: 1.ALL GRIND AND OVERLAY WORK WILL BE DONE UNDER TRAFFIC DURING NON PEAK HOURS WITH A FLAGGER. 2.THE CONTRACTOR SHALL REMOVE TEMPORARY PAVEMENT MARKINGS ONCE THE CONSTRUCTION IS FINISHED. STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER RDWY IMP BT120 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 TRAFFIC MOTT PLAN SR167 BT120-TMP702 BT120 677 0 Z. WANG Z. WANG J. SEYER R. ACEVEDO 0 12/10/2024 ZW JS RA ISSUED FOR BID 1"=50' X X X X X X X X X X X X X X X X X X X X X A S P H AS P H AS P H AS P H AS P H AS P H AS P H SS SS 18" CON C EXTRUDED CURB CONC EOP EOP CONC EOP EOP ASPH ASPH GA T E CW SW S W FH AS P H 4' WOOD FNC CW SW ARTWORK AS P H C O N C S E A M S ( T Y P ) C& G C & G C & G O E O E O E O E OE OE OE OE O E O E OE OE OE OE O E O E O E AS P H S W E W E E E WV 3I R R G E E E E E E E WW W E E E E E E E W S D SD S D SD S D SD SD SD SDSDSDSDSDSDSD SD SD SD SD SD SD SD SD SD SD SD S D O E OE M I S C V A L V SL E E E E FO FO FO FO FO FO FO FO FO FO FO FOFOFO FOFOFOFOFOFOFOFOFO FO CE N T U R Y L I N K F O C E N T U R Y L I N K F O 2- P S E P S E P S E PSEPSE PS E PSE 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 RENTON 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 2 - Z A Y O F O EEEEEEE E E E E E E E E EE 2W M 3 ' 6 " D P 4 ' 1 0 " D P 5 ' 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 ' 1 0 " D P 3' 1 " D P 1 ' D P 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 2' D P 2' 4 " D P 1 ' 6 " D P 1' 4 " D P 1' 8 " D P 1' 5 " D P 1 ' 1 " D P 1 ' 4 " D P 2'10" D P 2 ' 5 " D P 2' 5 " D P 1' 6 " D P 1' 5 " D P C O N C S E A M S ( T Y P ) W V EX T R U D E D C U R B SD 4' 5 " D P 5' 6 " D P 3' 1 " DP 3' 3 " D P 1' 8 " D P 2' 5 " D P 1' 9 " D P 1' D P 1' 1 1 " D P 1' 5 " D P 1' 5 " D P 3' 8 " D P 4' 9 " D P 1' 4 " D P 5'8 " D P 1' 1 " 2'10"1'9" 1' ED(T Y P . ) SD SD S D SR167DL LINE 84+05 SR16 7 D L L I N E 8 5 + 0 0 SR 1 6 7 D L L I N E 8 6 + 0 0 SR 1 6 7 D L L I N E 8 7 + 0 0 SR 1 6 7 D L L I N E 8 8 + 0 0 SR1 6 7 D L L I N E 8 9 + 0 0 SR1 6 7 D L L I N E 9 0 + 0 0 SR1 6 7 D L L I N E 9 1 + 0 0 I4 0 5 L I N E 3 2 6 + 0 0 I4 0 5 L I N E 3 2 7 + 0 0 I4 0 5 L I N E 3 2 8 + 0 0 I4 0 5 L I N E 3 2 9 + 0 0 I4 0 5 L I N E 3 3 0 + 0 0 I4 0 5 L I N E 3 3 1 + 0 0 I4 0 5 L I N E 3 3 2 + 0 0 I4 0 5 L I N E 3 3 3 + 0 0 10 + 0 0 11 + 0 0 1 2 + 0 0 G R A D Y L I N E 1 4 8 + 0 0 G R A D Y L I N E 1 4 9 + 0 0 GRADY LINE 150+00 G R A D Y L I N E 1 5 1 + 0 0 G R A D Y L I N E 1 5 2 + 0 0 G R A D Y L I N E 1 5 3 + 0 0 G R A D Y L I N E 1 5 4 + 0 0 G R A D Y L I N E 1 5 5 + 0 0 SR167AL_NB LINE 1+00 SR167AL_NB L I N E 2 + 0 0 SR1 6 7 A L _ N B L I N E 3 + 0 0 SR 1 6 7 A L _ N B L I N E 3 + 5 4 RAINIERS LINE 200+00.00 =GRADY LINE 150+00.00 GRADY LINE 150+03.68 =SR167 LINE 1011+46.97 SR167 LINE 998+00 SR167 LINE 1000+00 SR167 LINE 1002+00 SR167 LINE 1004+00 SR167 LINE 1006+00 SR167 LINE 1008+00 SR167 LINE 1010+00 W20-1 36" 36" S R - 1 6 7 S B O F F - R A M P SR-167 NB SR-167 SB SR-167 S B O N - R A M P I- 4 0 5 W B O N - R A M P SR-1 6 7 N B O F F - R A M P I-40 5 W B O F F - R A M P S G R A D Y W A Y S G R A D Y W A Y 1 1 ' YIELD R1-2 36" 36" 01/24/2025 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-433282 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 2 / 2 5 | 3: 0 0 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 7 1 7 8 9 \ S 1 - B T 1 2 0 - T M P 7 0 1 - 7 0 6 . D W G S1-BT120-TMP701-706 FACILITY ID: Xrefs: xS1-BT120-CMP701 xS1-BT120-CPP701 xBRT-CUD05-TB22x34 xS1-BT120-CAP701 xS1-BT120-TMP701 xS1-BT120-TSP701 xS1-BT120-ELP701 xS1-BT120-CSP701 xS1-BT120-VSF100 xS1-BT120-RPP701 xS1-BT120-UUP701 xS1-BT120-VSF700 GB-SEAL-RA55471 xS1-BT120-CRP701 SCALE IN FEET 025 5050 100 (1" = 50') MA T C H L I N E S T A 9 9 8 + 0 0 SE E D W G B T 1 2 0 - T M P 7 0 4 ZONE D - PHASE 2 55471 STATE O F WASHIN G T O N REGISTE R E D P R O FESSIONAL E N G INEER ROBE R T C. ACE V E D O GENERAL NOTES: 1.ALL GRIND AND OVERLAY WORK WILL BE DONE UNDER TRAFFIC DURING NON PEAK HOURS WITH A FLAGGER. 2.THE CONTRACTOR SHALL REMOVE TEMPORARY PAVEMENT MARKINGS ONCE THE CONSTRUCTION IS FINISHED. STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER RDWY IMP BT120 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 TRAFFIC MOTT PLAN SR167 BT120-TMP703 BT120 0 Z. WANG Z. WANG J. SEYER R. ACEVEDO 0 12/10/2024 ZW JS RA ISSUED FOR BID 1"=50' 2+29 3+00 4+ 0 0 5 + 0 0 6 + 0 0 7 + 0 0 84+ 0 0 85+ 0 0 86+0 0 87+00 88+0088+61 SR167 LINE 987+00 SR167 LINE 988+00 SR167 LINE 990+00 SR167 LINE 992+00 SR167 LINE 994+00 SR167 LINE 996+00 SR167 LINE 998+00 W20-1 36" 36" SR-167 NB SR-167 SB I-405 E B O F F - R A M P S R - 1 6 7 S B O F F - R A M P I-405 EB ON-RAMP SR - 1 6 7 N B O N - R A M P 01/24/2025 678 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-433283 No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: 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 2 / 2 5 | 3: 0 0 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 7 1 7 8 9 \ S 1 - B T 1 2 0 - T M P 7 0 1 - 7 0 6 . D W G S1-BT120-TMP701-706 FACILITY ID: Xrefs: xS1-BT120-CMP701 xS1-BT120-CPP701 xBRT-CUD05-TB22x34 xS1-BT120-CAP701 xS1-BT120-TMP701 xS1-BT120-TSP701 xS1-BT120-ELP701 xS1-BT120-CSP701 xS1-BT120-VSF100 xS1-BT120-RPP701 xS1-BT120-UUP701 xS1-BT120-VSF700 GB-SEAL-RA55471 xS1-BT120-CRP701 N SCALE IN FEET 025 5050 100 (1" = 50') MA T C H L I N E : S T A 9 9 8 + 0 0 SE E D W G B T 1 2 0 - T M P 7 0 3 ZONE D - 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 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 GENERAL NOTES: 1.ALL GRIND AND OVERLAY WORK WILL BE DONE UNDER TRAFFIC DURING NON PEAK HOURS WITH A FLAGGER. 2.THE CONTRACTOR SHALL REMOVE TEMPORARY PAVEMENT MARKINGS ONCE THE CONSTRUCTION IS FINISHED. REMAIN IN PLACE REMAIN IN PLACE STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER RDWY IMP BT120 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 TRAFFIC MOTT PLAN SR167 BT120-TMP704 BT120 0 Z. WANG Z. WANG J. SEYER R. ACEVEDO 0 12/10/2024 ZW JS RA ISSUED FOR BID 1"=50' X X X X X X X X X X X X X X X X X X X X X A S P H AS P H AS P H AS P H AS P H AS P H AS P H SS SS 18" CON C EXTRUDED CURB CONC EOP EOP CONC EOP EOP ASPH ASPH GA T E CW SW S W FH AS P H 4' WOOD FNC CW SW ARTWORK AS P H C O N C S E A M S ( T Y P ) C & G C & G C& G OE O E O E O E O E O E OE OE O E O E O E O E OE OE OE OE OE AS P H S W E E E WV 3I R R G E E E E E E E WW W E E E E E E E W SD S D SD SD S D SD SD SD SDSDSDSDSDSDSD SD SD SD SD SD SD SD SD SD SD SD S D O E O E M I S C VA L V SL E E E E FO FO FO FO FO FO FO FO FO FO FO FOFOFO FOFOFOFOFOFOFOFOFO FO CE N T U R Y L I N K F O C E N T U R Y L I N K F O 2- P S E P S E P S E PSEPSE PS E PSE 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 RENTON WSDOT FO WSDOT FO WSDOT FO WS D O T F 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 2- Z A Y O F O EEEEEEE E E E E E E E E EE 2W M 3 ' 6 " D P 4 ' 1 0 " D P 2 ' 5 " D P 1' 7 " D P 1 ' 7 " D P 1 ' 4 " D P 1 ' 5 " D P 1' 1 0 " D P 3' 1 " D P 1 ' D P 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 2' D P 2 ' 4 " D P 1 ' 6 " D P 1' 4 " D P 1' 8 " D P 1' 5 " D P 1' 1 " D P 2'10" D P 2 ' 5 " D P 2 ' 5 " D P 1' 6 " D P 1' 5 " D P W V E X T R U D E D C U R B SD 4'5 " D P 5' 6 " D P 3' 1 " DP 3' 3 " D P 2'5 " D P 1' 9 " D P 1' D P 1' 1 1 " D P 1' 5 " D P 1' 5 " D P 3' 8 " D P 4' 9 " D P 1' 4 " D P 1'1 " 2'10"1'9" 1' ED(T Y P . ) S D SD S D SR167DL LINE 84+05 SR16 7 D L L I N E 8 5 + 0 0 SR 1 6 7 D L L I N E 8 6 + 0 0 SR 1 6 7 D L L I N E 8 7 + 0 0 SR 1 6 7 D L L I N E 8 8 + 0 0 SR1 6 7 D L L I N E 8 9 + 0 0 SR1 6 7 D L L I N E 9 0 + 0 0 SR1 6 7 D L L I N E 9 1 + 0 0 I4 0 5 L I N E 3 2 6 + 0 0 I4 0 5 L I N E 3 2 7 + 0 0 I4 0 5 L I N E 3 2 8 + 0 0 I4 0 5 L I N E 3 2 9 + 0 0 I4 0 5 L I N E 3 3 0 + 0 0 I4 0 5 L I N E 3 3 1 + 0 0 I4 0 5 L I N E 3 3 2 + 0 0 I4 0 5 L I N E 3 3 3 + 0 0 10 + 0 0 11 + 0 0 1 2 + 0 0 G R A D Y L I N E 1 4 8 + 0 0 G R A D Y L I N E 1 4 9 + 0 0 GRADY LINE 150+00 G R A D Y L I N E 1 5 1 + 0 0 G R A D Y L I N E 1 5 2 + 0 0 G R A D Y L I N E 1 5 3 + 0 0 G R A D Y L I N E 1 5 4 + 0 0 G R A D Y L I N E 1 5 5 + 0 0 SR167AL_NB LINE 1+00 SR167AL_NB L I N E 2 + 0 0 SR 1 6 7 A L _ N B L I N E 3 + 0 0 SR 1 6 7 A L _ N B L I N E 3 + 5 4 RAINIERS LINE 200+00.00 =GRADY LINE 150+00.00 GRADY LINE 150+03.68 =SR167 LINE 1011+46.97 SR167 LINE 998+00 SR167 LINE 1000+00 SR167 LINE 1002+00 SR167 LINE 1004+00 SR167 LINE 1006+00 SR167 LINE 1008+00 SR167 LINE 1010+00 W21-5 SHOULDER WORK W20-1 36" 36" 36" 36" S R - 1 6 7 S B O F F - R A M P SR-167 NB SR-167 SB SR-167 S B O N - R A M P I- 4 0 5 W B O N - R A M P SR-1 6 7 N B O F F - R A M P I-40 5 W B O F F - R A M P S G R A D Y W A Y S G R A D Y W A Y 01/24/2025 679 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-433284 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 2 / 2 5 | 3: 0 1 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 7 1 7 8 9 \ S 1 - B T 1 2 0 - T M P 7 0 1 - 7 0 6 . D W G S1-BT120-TMP701-706 FACILITY ID: Xrefs: xS1-BT120-CMP701 xS1-BT120-CPP701 xBRT-CUD05-TB22x34 xS1-BT120-CAP701 xS1-BT120-TMP701 xS1-BT120-TSP701 xS1-BT120-ELP701 xS1-BT120-CSP701 xS1-BT120-VSF100 xS1-BT120-RPP701 xS1-BT120-UUP701 xS1-BT120-VSF700 GB-SEAL-RA55471 xS1-BT120-CRP701 SCALE IN FEET 025 5050 100 (1" = 50') MA T C H L I N E S T A 9 9 8 + 0 0 SE E D W G B T 1 2 0 - T M P 7 0 6 ZONE D - PHASE 3 55471 STATE O F WASHIN G T O N REGISTE R E D P R O FESSIONAL E N G INEER ROBE R T C. ACE V E D O GENERAL NOTES: 1.ALL GRIND AND OVERLAY WORK WILL BE DONE UNDER TRAFFIC DURING NON PEAK HOURS WITH A FLAGGER. 2.THE CONTRACTOR SHALL REMOVE TEMPORARY PAVEMENT MARKINGS ONCE THE CONSTRUCTION IS FINISHED. STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER RDWY IMP BT120 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 TRAFFIC MOTT PLAN SR167 BT120-TMP705 BT120 680 0 Z. WANG Z. WANG J. SEYER R. ACEVEDO 0 12/10/2024 ZW JS RA ISSUED FOR BID 1"=50' 2+29 3+00 4+ 0 0 5 + 0 0 6 + 0 0 7 + 0 0 84+ 0 0 85+ 0 0 86+0 0 87+00 88+0088+61 SR167 LINE 987+00 SR167 LINE 988+00 SR167 LINE 990+00 SR167 LINE 992+00 SR167 LINE 994+00 SR167 LINE 996+00 SR167 LINE 998+00 35 SPEED LIMIT REMAIN IN PLACE 35 SPEED LIMIT R2-1 W20-1 W4-2LW20-5L LEFT LANE CLOSED AHEAD 36" 36"36" 36" 30" 36" 36" 36" 36" 36" SR-167 NB SR-167 SB I-405 E B O F F - R A M P S R - 1 6 7 S B O F F - R A M P I-405 EB ON-RAMP SR - 1 6 7 N B O N - R A M P 300'350' 300' 350' W20-1 36" 36" 01/24/2025 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-433285 No.DATE DSN CHK APP REVISION SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE: CONTRACT No.: FILENAME: SCALE:DRAWING No.: SHEET No.:REV: 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 2 / 2 5 | 3: 0 1 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 7 1 7 8 9 \ S 1 - B T 1 2 0 - T M P 7 0 1 - 7 0 6 . D W G S1-BT120-TMP701-706 FACILITY ID: Xrefs: xS1-BT120-CMP701 xS1-BT120-CPP701 xBRT-CUD05-TB22x34 xS1-BT120-CAP701 xS1-BT120-TMP701 xS1-BT120-TSP701 xS1-BT120-ELP701 xS1-BT120-CSP701 xS1-BT120-VSF100 xS1-BT120-RPP701 xS1-BT120-UUP701 xS1-BT120-VSF700 GB-SEAL-RA55471 xS1-BT120-CRP701 N SCALE IN FEET 025 5050 100 (1" = 50') MA T C H L I N E : S T A 9 9 8 + 0 0 SE E D W G B T 1 2 0 - T M P 7 0 5 ZONE D - PHASE 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 GENERAL NOTES: 1.ALL GRIND AND OVERLAY WORK WILL BE DONE UNDER TRAFFIC DURING NON PEAK HOURS WITH A FLAGGER. 2.THE CONTRACTOR SHALL REMOVE TEMPORARY PAVEMENT MARKINGS ONCE THE CONSTRUCTION IS FINISHED. 3.THE CONTRACTOR SHALL INSTALL TRAFFIC SIGNS IN FINAL CONDITION PRIOR TO THE START OF THIS CONSTRUCTION PHASE. REFER TO TRAFFIC SIGNAGE PLAN BT120-TNP702 FOR TRAFFIC SIGNS IN FINAL CONDITION. STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER RDWY IMP BT120 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 TRAFFIC MOTT PLAN SR167 BT120-TMP706 BT120 0 Z. WANG Z. WANG J. SEYER R. ACEVEDO 0 12/10/2024 ZW JS RA ISSUED FOR BID 1"=50' X X X X X X X X X X X X X X X X X X X X X A S P H AS P H AS P H AS P H AS P H AS P H AS P H SS SS 18" CON C EXTRUDED CURB CONC EOP EOP CONC EOP EOP ASPH ASPH GA T E CW SW S W FH AS P H 4' WOOD FNC CW S W ARTWORK AS P H C O N C S E A M S ( T Y P ) C& G C & G C & G O E O E O E OE OE OE OE O E O E O E OE OE OE OE O E O E O E AS P H S W E E E WV 3I R R G E E E E E E E WW W E E E E E E E W S D SD S D S D S D SD SD SD SDSDSDSDSDSDSD SD SD SD SD SD SD SD SD SD SD SD S D O E OE M I S C V A L V SL E E E E FO FO FO FO FO FO FO FO FO FO FO FOFOFO FOFOFOFOFOFOFOFOFO FO CE N T U R Y L I N K F O C E N T U R Y L I N K F O 2- P S E P S E P S E PSEPSE PS E PSE 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 RENTON WSDOT FO WSDOT FO WSDOT FO W S D O T F 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 2 - Z A Y O F O EEEEEEE E E E E E E E E EE 2W M 3 ' 6 " D P 4 ' 1 0 " D P 2 ' 5 " D P 1' 7 " D P 1' 7 " D P 1 ' 4 " D P 1 ' 5 " D P 1 ' 1 0 " D P 3' 1 " D P 1 ' D P 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 2' D P 2' 4 " D P 1' 6 " D P 1' 4 " D P 1' 8 " D P 1 ' 5 " D P 1 ' 1 " D P 2'10" D P 2 ' 5 " D P 2' 5 " D P 1' 6 " D P 1' 5 " D P W V EX T R U D E D C U R B SD 4' 5 " D P 5' 6 " D P 3' 1 " DP 3' 3 " D P 2' 5 " D P 1' 9 " D P 1' D P 1' 1 1 " D P 1' 5 " D P 1' 5 " D P 3'8 " D P 4' 9 " D P 1' 4 " D P 1' 1 " 2'10"1'9" 1' ED(T Y P . ) SD SD S D SR167DL LINE 84+05 SR16 7 D L L I N E 8 5 + 0 0 SR 1 6 7 D L L I N E 8 6 + 0 0 SR 1 6 7 D L L I N E 8 7 + 0 0 SR 1 6 7 D L L I N E 8 8 + 0 0 SR1 6 7 D L L I N E 8 9 + 0 0 SR1 6 7 D L L I N E 9 0 + 0 0 SR1 6 7 D L L I N E 9 1 + 0 0 I4 0 5 L I N E 3 2 6 + 0 0 I4 0 5 L I N E 3 2 7 + 0 0 I4 0 5 L I N E 3 2 8 + 0 0 I4 0 5 L I N E 3 2 9 + 0 0 I4 0 5 L I N E 3 3 0 + 0 0 I4 0 5 L I N E 3 3 1 + 0 0 I4 0 5 L I N E 3 3 2 + 0 0 I4 0 5 L I N E 3 3 3 + 0 0 10 + 0 0 11 + 0 0 1 2 + 0 0 G R A D Y L I N E 1 4 8 + 0 0 G R A D Y L I N E 1 4 9 + 0 0 GRADY LINE 150+00 G R A D Y L I N E 1 5 1 + 0 0 G R A D Y L I N E 1 5 2 + 0 0 G R A D Y L I N E 1 5 3 + 0 0 G R A D Y L I N E 1 5 4 + 0 0 G R A D Y L I N E 1 5 5 + 0 0 SR167AL_NB LINE 1+00 SR167AL_NB L I N E 2 + 0 0 SR1 6 7 A L _ N B L I N E 3 + 0 0 SR 1 6 7 A L _ N B L I N E 3 + 5 4 RAINIERS LINE 200+00.00 =GRADY LINE 150+00.00 GRADY LINE 150+03.68 =SR167 LINE 1011+46.97 SR167 LINE 998+00 SR167 LINE 1000+00 SR167 LINE 1002+00 SR167 LINE 1004+00 SR167 LINE 1006+00 SR167 LINE 1008+00 SR167 LINE 1010+00 W20-1 36" 36" SR-167 NB SR-167 SB SR-167 S B O N - R A M P I- 4 0 5 W B O N - R A M P SR-1 6 7 N B O F F - R A M P I-40 5 W B O F F - R A M P S G R A D Y W A Y S G R A D Y W A Y R3-2 24" 24" R3-2 24" 24" 01/24/2025 681 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-433286 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER RDWY IMP BT120 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 TRAFFIC DETOUR PLAN SR167 BT120-TDP701 BT120 682 0 Z. WANG Z. WANG J. SEYER R. ACEVEDO 0 12/10/2024 ZW JS RA ISSUED FOR BID NTS S GRADY W A Y M4-9R 30" 24" 1 4 END DETOUR M4-8A 24" 18" 2 1 2 TEMPORARY BARRICADE DIRECTIONAL DETOUR SIGN WORK AREA LEGEND R3-2 24" 24"3 3 SEE BT120-TMP705 AND BT120-TMP706 FOR LANE CLOSURE DETAILS. M4-9L 30" 24"4 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 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 ZONE D - PHASE 3 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 2 / 2 5 | 2: 5 8 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 7 1 7 8 9 \ S 1 - B T 1 2 0 - T D P 7 0 1 . D W G S1-BT120-TDP701 FACILITY ID: Xrefs: GB-SEAL-RA55471 xBRT-CUD05-TB22x34 xS1-BT120-TDP701 M4-9S 30" 24"5 5 4 PLACE THE SIGN ON MEDIAN NEAR BEGINNING OF LEFT TURN POCKET NOT TO SCALE 01/24/2025 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-433287