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R-4332043
N C'7 Xrefs: M xBRT-CUD05-T xS1-BT120-CRY 0 LU co 0 0 U 0 N m 0 N co 0 0 N w z z Y X w I w w z z 06 Y m � I � co 00 -O � U Qa o Q z o Y o N L o a o U R/W EX 8.0' SIDEWALK EX. PEDESTRIAN RAILING EX VERTICAL WALL EX PARKING LOT L_ J GENERAL NOTES: EX 5.0' EX 12.0' PLANTER _ RIGHT TURN LANE L= 0 My 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2. SEE SHEETS BT120-RPP101-RPP107 AND BT120-RPP201-RPP205 FOR RIGHT-OF-WAY PLANS. 3. SEE SHEETS BT1 20-CAP1 01 -CAP1 07 AND BT1 20-CAP201 -CAP204 FOR ALIGNMENT PLANS. 4. SEE SHEETS BT120-CSP101-CSP107 AND BT120-CSP201-CSP205 FOR SITE PREPARATION PLANS. 5. SEE SHEETS BT120-CPP101-CPP106 AND BT120-CPP201-CPP205 FOR PAVING PLANS. 6. SEE SHEETS BT120-GKZ001 AND BT120-GZN001-GZN007 FOR GENERAL KEY PLAN, GENERAL ABBREVIATIONS, AND GENERAL SYMBOLS AND LEGEND. 1 06/13/2025 LBR DP LBR ADDENDUM #1 0 12/10/2024 LBR LDG LBR ISSUED FOR BID No. DATE DSN CHK APP REVISION EX 11.0' THRU LANE EX 11.0' THRU LANE 138.50' - 175.70' R/W EX 11.0' THRU LANE CL EX 0-13.0' LEFT TURN LANE EX 12.0' THRU LANE -- -- -- -- - - -- EX 0.5' I EX 3.0' CURB MEDIAN EX ROADWAY SURFACE EX VARIES SIDEWALK ALL SAWCUTS (TYP) 6 9 2 19 GEOGRID (TYP) CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP) R/W VARIES �_ SIDEWALK 1.5% RAINIER AVE S TYPICAL SECTION RAINIER STA 200+00.00 - 205+44.53 138.50' - 175.70' R/W CL I 0' - 12.5' 13.0' 11.0' 11.1' - 12.3' LEFT TURN THRU LANE THRU LANE THRU LANE LANE 0.5' U MATCH EXISTING DEPTHS ON 14 1 MATCH EXISTING DEPTHS ON RAINIER STA 205+44.53 - STA 206+28.07 126.42' - 175.70' R/W CL 6'- 12.5' EX 11.0' THRU LANE EX 13.2' THRU LANE EX 5.0EX 8.0' PLANTER SIDEWALK EX 0.5' CURB J 5.0' - 8.0' VARIES PLANTER SIDEWALK 1.7'-15.0' 5.5' 3.4'-21.1' 1 1.5% 14 GEOGRID (TYP) 2 19 14 8 5 3 CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP) STA 200+46.37 TO STA 201 +30.17 STA 204+45.71 - STA 205+44.53 R/W EX 12.0' THRU LANE EX 3.1' -17.0' MEDIAN & PLANTER EX 11.0' THRU LANE EX 13.2' THRU LANE EX 0.5' CURB Z�J 12.0' 11.0' 13.2' 0.5' THRU LANE THRU LANE THRU LANE CURB 8 3.0% ALL SAWCUTS (TYP) RAINIER AVE S TYPICAL SECTION 8.0' PLANTER 13.0' 11.0' 11.1' - 12.3' LEFT TURN 12.0' THRU LANE THRU LANE THRU LANE LANE THRU LANE 0.5' CURB 0.5' 0.0' -12.5' CURB HARDSCAPE 19 STA 205+86.16 O STA 206+28.07 1 11.0' THRU LANE ------------- --------------------- GEOGRID (TYP) CONSTRUCTION GEOTEXTILE 30 5 g 6 FOR SEPARATION (TYP) 27 2)76 31 5 34 3 31 LEGEND*: CRUSHED SURFACING TOP COURSE PLANTER STRIP ® CRUSHED SURFACING BASE COURSE LELA HARDSCAPE SEE SHEETS GZN006 - GZN007 FOR * GENERAL SYMBOLS AND LEGEND - - GEOGRID CONSTRUCTION GEOTEXTILE FOR SEPARATION DESIGNED BY: L. REDMAN �,�TH kt�� y DRAWN BY: Y. SHEN �� L , 22025708 9 o���s GISTEg� CHECKED BY: D. POSTEN RAINIER AVE S TYPICAL SECTION RAINIER STA 206+28.07 - STA 207+76.56 CONSTRUCTION NOTES: 20 10 IN HMA CL 1/2 IN PG 58H-22 03 CEMENT CONC SIDEWALK PER CITY OF RENTON STD PLAN 102 O4 IN CRUSHED SURFACING TOP COURSE OCEMENT CONC TRAFFIC CURB AND GUTTER PER WSDOT STD PLAN F-10.12 08 SEE SHEETS BT120-LPP101-LPP106 AND BT120-LPP201-LPP205 FOR LANDSCAPE PLANTING PLAN APPROVED BY: IONaL - SUBMITTED BY: L. REDMAN 06/11 /2025 R. PARGAS 25 27) (26 13.7' THRU LANE O6 IN CRUSHED SURFACING BASE COURSE 14 PLANING BITUMINOUS PAVEMENT AND HMA CL 1/2 IN PG 581-1-22 OVERLAY 19 10 IN CRUSHED SURFACING BASE COURSE 25 13.5 IN CEMENT CONC PAVEMENT 26 4.2 IN CRUSHED SURFACING BASE COURSE 4 27 4.2 IN HMA CL 1/2 IN PG 581-1-22 4S rJ?IDE BRT General Engineering Consultant 1DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH R/W VARIES SIDEWALK U U - GEOGRID (TYP) CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP) 3.0' VALLEY GUTTER GEOGRID (TYP) CONSTRUCTION GEOTEXTILE FOR SEPARATION (TYP) 1.5% ©tom 30 CEMENT CONC SIDEWALK PER WSDOT STD PLAN F-30.10 31 CEMENT CONC TRAFFIC CURB PER WSDOT STD PLAN F-10.12 34 HARDSCAPE. SEE SHEETS BT120-LHD101-LHD109 FOR HARDSCAPE PLAN AND DETAILS SCALE: NTS Q J FILENAME: Q U cl) U) w J S1-BT120-CRY101-106 z w SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: 1DATE: 12/10/2024 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 CIVIL TYPICAL SECTIONS RAINIER AVE S R-433243 DEVELOPMENT ENGINEERING 15 msippo 11 /25/2025 :01 DRAWING No.: BT120-CRY101 FACILITY ID: BT120 SHEET No.: REV: 043 1 m N T N O N CU LO O O O O O T N