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HomeMy WebLinkAboutR-4214130i I I I y I I I I I TAL-21 72+59.49, 72.05' LT I co I x I TAL-21 72+80.12, 75.24' LT 1 C6.14 0 855860-0035 I 855860-0040 58855860-0125 I 855860-0130 I 855860-0135 ---T�.41'LT I ---_- T- F I I II I TAL-2173+01.96, 55.39' LT 1 TAL-2172+52.37, 44.63' LT END I I I 1 1.17 TAL-21 72+48.99, 46.30' LT ICE- - - - _ - - - - _ - -, TAL-21 73+15.38, 34.64' LT TAL-21 71+68.27, 27.48' LT 11 TAL-21 72+53.22, 27.48' LT ' x BEGIN 11 1 I - - - I - EX ROW - - - 4 11 I .. END TAL-21 73+11.92, 31.52' LT TAL-2171+59.01, 23.48'LT BEGIN -I !'67�'r1l TAL-21 71+64.01, 15.98' LT - r "- " " o •�. TAL-2173+82.93, 20.32' LT-� - 2 BEGIN 1 "' d - - END21 73+80.00, 15.98' LT d 4 —� x 2 TAL-21 71+64.01, 10.98' LT I a " 1 TAL-21 73+82.93, 12.SS, LT TAL-2175+14.46, 14.54' RT BEGIN TAL-21 72+38.98,16.02' LT /� TAL-21 74+47.46,14.53' RT END 2 p TAL-2171+59.01, 4.98'LT END 2 `J 2 BEGIN - - — - - — - — - - 71+00 2 72+00 8 BEGIN 73+001 TALBOT RD S 74+00 75+00 TAL-2171+75.51, 4.98' LT TAL-21 72+42.56,12.98' LT �� I TAL-21 74+47.46, 19.53' RT TAL-21 75+14.46, 19.54' RT TAL-2171+75.51, 8.98'LT I TAL-21—LINE 2 1 2 2 1 m I TAL-2172+42.55, 8.96' LT I ( � I END 8 END TAL-2 TAL-2172+38.98, 10.98'LT 2 BEGIN BEGIN o END o 0 u, 00 ---� �TAL-173+59.94,12.52'RT - 1 h Z? m r oa ---------------- v I_ o TAL-21 74+43.46, 28 03' RT - - _ - - - - a ������I""" TAL-2175+p8.46, 30.03'RT TAL-2 rc o �I' TAL-21 74+53.46, 30.03' AP AP + 0 I TAL-21 73 59.15 49.01' RT I + TAL-21 7 1 .4 2 . 4' RT 5 8 6 80 181.18 �I I AP �5.5' TAL-21 73+67.15 49.18' RT BEGIN o302305-9044 -------------------- TAL-2T75+4S z END 302305-9040 �C6.15 302305-9109 I = I o M ` EX ROW = x F- 9 00 co d o � U K G M6 60% SUBMITTAL DESIGNED �FR N Mm Jacobs �pp PENG =gam T o x wILCGx King County o w �4 S.FOR I 588E18 vNwECTND METRO o x p.�B prtyg4p0 S.FORMAN E00 WW 'N�GNAL CHECKEDCONTRACTING'. p No. RE'dI51GN BY GPP'B i:TE METRO PROJECT ENGINEER G)JOGO M NOTES 1. SEE SHEET iC2.00 FOR PAVING GENERAL NOTES. PAVING NOTES OCEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 O2 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 OPRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64-03 OCEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 OCEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE (TYPE AS 5 NOTED) PER CITY OF RENTON STD PLANS 104,104.2,104.4, AND 104.5 OCEMENT CONCRETE RESIDENTIAL DRIVEWAY ENTRANCE TYPE AS 6 NOTED PER CITY OF RENTON STD PLANS 104.1 AND 104.3 ODOWELED CURB PER METRO STD DETAIL D109 ORAISED BIKE LANE AT STATION, SEE DETAIL A/105.01 OCEMENT CONCRETE BUS PAD (10" PCCP CLASS C-1 OVER 6" CSBC) PER METRO STD DETAIL 2JD108A OCEMENT CONCRETE CROSSWALK (I On ACP CLASS B OVER 6" CSBC) 10 PER CIVIL DETAIL ON SHEET 1.C5.02 F— U 11 CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-03 F 12 WOOD FENCE co M 13 PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02 ASPHALT APPROACH WITH 4-IN HMA FOR APPROACH CL.1/2IN, PG 14 58H22 OVER 4-IN CSBC. SHELTER FOOTING, TYPE B21, PER METRO STD DETAIL D103. RELOCATE 76+00 15 EXISTING SHELTER ON SHELTER FOOTING AND EXISTING TRASH _ + RECEPTACLE. L26,12.54' RT 16 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PER DETAIL D ON SHEET iC5.02. PAVING LEGEND HMA FULL DEPTH .45, 52.90' RTl CEMENT CONCRETE I CEMENT CONCRETE CROSSWALK DOWNTOWN CEMENT CONCRETE SIDEWALK 89' RT 1 LANDSCAPING I LINE STATION AREA RETAINING WALL PEDESTRIAN HANDRAIL —K— FENCE RIGHT OF WAY (PROPOSED — FOUNDATION 0' 20' 40' SCALE: 1" = 20' METRO TRANSIT CAPITAL DIVISION DATE_ RAPIDRIDE I LINE NOVEMBER2021 RENTON SEGMENT DRAWING NO PAVING PLAN 1C2.14 TAL-21 71+00 TO TAL-21 76+00 NNEETND DF 130 XXXX R-4214130