Loading...
HomeMy WebLinkAboutR-4214127EX ROW CO QJ INN \ _ _ �87.72 4 722200-0010 I TAL-B 37+04.48, 40.44' LT N 787.77 33+00 34+00 36+oo BENSON DR S (SR 515) 36+00 (TAL-B-LINE) I I F- 6n H Lo m OQ TAL-B 37+16.44, 40.34' LT 4.0' 1 AL-B 37+00.42, 30.44' LT Q I TAL-B 37+20.42, 30.31' LT I 37+00 I 38+00 NOTES 1. SEE SHEET IC2.00 FOR PAVING GENERAL NOTES. PAVING NOTES (CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 (2 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 (PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64-03 (CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 (CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS 5 NOTED) PER CITY OF RENTON STD PLANS 104,104.2,104.4, AND 104.5 (CEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE TYPE AS 6 NOTED PER CITY OF RENTON STD PLANS 104.1 AND 104.3 (DOWELED CURB PER METRO STD DETAIL D109 (RAISED BIKE LANE AT STATION, SEE DETAIL A1105.O1 (CEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER METRO STD DETAIL 21D108A 10 CEMENT CONCRETE CROSSWALK (10" ACP CLASS B OVER 6" CSBC) PER CIVIL DETAIL ON SHEET 1.C5.02 11 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03 12 WOOD FENCE 13 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02 D14 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL.1/2IN. PG S8H22 OVER 4-IN CSBC. SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE 15 EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH RECEPTACLE. i6 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET iC5.02. PAVING LEGEND 722200-0245 HMA FULL DEPTH T CEMENT CONCRETE EX ROW J � � _ _ CEMENT CONCRETE CROSSWALK DOWNTOWN CEMENT CONCRETE SIDEWALK LANDSCAPING I LINE STATION AREA RETAINING WALL PEDESTRIAN HANDRAIL —K— FENCE I RIGHT OF WAY (PROPOSED) ` — FOUNDATION 0' 20' 40' SCALE: 1" = 20' DESIGNED. APPR04ED: DATE o METRO TRANSIT CAPITAL DIVISION 60 /a SUBMITTAL ���0 A. VILLAR P. EKG RAPIDRIDE I LINE NOVEMBER 2021 TO% bs C. WILCOX kg King County 4 CHECKED: FRQIECTW: RENTON SEGMENT CRANING NO. 0.�'EB°gY S. FORME00588E18 METRO PAVING PLAN 1C2.11 ND. REVISION 8Y APP'0 DATE m'�AONAL8�0 CHECKED CONTRACTND. TAL-B 33+00 TO TAL-B 38+00 SHEET"°OF METRO PROJECT ENGINEER CXXXXKXXX 127 XXXX R-4214127