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HomeMy WebLinkAboutR-394955Nt C'7 i w U N J V) N W Y ry a m r) a r) M Ln 0 M N 0 N N rn 70 W ry a u7 N N V) V) 0 a U i N a� V) r� a a 0 0 ry N N i 00 V) U L �I w so + J�J l� 0c)U �Q w U) D I c=n L U w Z W U) J TZ Q — 316 11 REMOVE AND REPLACE CURB RAMP SEE SHT R-34 sill! . © r RIM 32.07 , , ©©�� REM — -- 12"W DI — — — — 12"W C15+ 0_ ic 5 C===== ---12"W DI /7-77 n777 �F77./_/\7=7 33 --S3RDST' ' 4HR.PRKG — GP= — — g 1AP ° ° a SPIKE 1 9 s _ — 33— — — — 2 3 AC I I a I 315 I 319 321 325 1\ 110/26/20221 JJM I RECORD DRAWING NO. I DATE I BY REVISION NOTICE 0 Y2 1 IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO SCALE JJM DESIGNED BAW DRAWN TTT CHECKED 0 0 CB 76773 400 I 410 I 422 RIM 32.15 IE 30.6 W, 6" CONC SSMH 76590 RIM 32.74 IE 25.6 W,N @ CL DMH 76592 IM 32.61 „ I GAi IE 30.5 SE, 4" METAL MW_4 I IE 30.8 N, 6" CONC 3 LID 32.82 ° p . a ELEV 32.34 @TOP AC L ib AC ° 4HR'RKG 18" PP Sq 18" P 5 — - _33— 10 TYP —. 9 TYP _— "W DI-- 1 -12"W DI-----12"W DI-- —12"W DIL----12"W DI-----12"W D —---12"W DI—� _ C17+00 C18+00Ln 4 o p� 71 �. SEE SHEET SS-21 CONSTRUCTION NOTES: FOR CONTINUATION 1O CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-6 � O2 CURB AND GUTTER REPLACEMENT PER CITY STD DETAIL " 2"D D�C 101, 101.1, 102 AND 103, AT EXISTING AND PROPOSED CURB TIE-INS MATCH THE CURB FACES AND EXISTING U) �G TOP OF CURB AND FLOWLINE ELEVATIONS, ADJUST F--- V) I\ LENGTH TO MATCH NEAREST EXPANSION JOINT IV w �ee- O CEMENT CONCRETE SIDEWALK REPLACEMENT PER CITY Q STD DETAIL 102, ADJUST PANEL LENGTH AND WIDTH AC TO MATCH NEAREST FULL DEPTH EXPANSION JOINT I Lb ° O 4O CEMENT CONCRETE DRIVEWAY ENTRANCE a n n N REPLACEMENT WITH 6" CSTC BASE, MATCH EXISTING 5 1� — — — —• — — jI Iri— NO. KG a ° 2HR.PR a sIt 2 0 TOP 2 AC 2 AC ° CB 76401 3 SPIKE 110 RIM 32.31 iF 31.1 NW, 4" METAL 3 tl 401 I 405 I 413 I 415 I 423 I I I I PLAN 0 10 20 40 60 SCALE: 1"=20' PLAN 0 10 20 40 60 SCALE: 1"=20' RECORD DRAWINGS SEE NOTE ON murra sm� COVER SHEET FOR CONTINUATION SEE SHEET R-30 i RENTON DOWNTOWN • UTILITY 'D IMPROVEMENTS PROJECT II + PER CITY STD DETS 104, 104.2, 104.5, 105.5 AND/OR �J 01 AS DIRECTED BY THE ENGINEER, ADJUST PANEL LENGTH _ ,-_q TO MATCH NEAREST FULL DEPTH EXPANSION JOINT P D U a 0 5O CROSSWALK PER CITY STD DETAIL 127 0 STOP BAR PER CITY STD DETAIL 128 W W Z O CHANNELIZATION MARKERS AND/OR TRAFFIC ARROW '—' PER CITY STD DETAIL 109 AND WSDOT STD PLANS J = M-3.40-04 AND M-24.40-02 PARKING MARKERS TO MATCH EXISTING AS DIRECTED BY ENGINEER 1 ° ° Q SDMH 72349 ` RIM 35.99 IE 33.6 E, 6" CONC IE 32.2 W, 12" METAL IE 32.2 N, 12" METAL CB 72731 RINA -�F nQ .rl LEGEND PERMANENT HMA PATCH PER CITY STD DETAIL 110.0, 110.1 AND DETAIL 2, SHEET R-40 aa"' °� CEMENT CONCRETE SIDEWALK OR a , .a DRIVEWAY 613 F_ —1 SAWCUT GRIND & OVERLAY PER CITY STD DETAIL 110.0 AND 110.1 REMOVE AND REPLACE WITH 6" CSTC BASE AND 8" R-394955 ASPHALT PAVEMENT S3RDST ROADWAY RESTORATION PLANS STA C14+40 TO STA C24+00 PROJECT 1 18-2251 1 SCALE: AS SHOWN DATE: January 2021 SHEET R-9 R-10 101 of 121