Loading...
HomeMy WebLinkAboutD-3570630 n m M r` N EL RIM-i3.56 CP# 12 \N -CONC(E,W)=14.6 663-14. 8.5 N=175898.52 E=1295690.76 ELEV.=23.33 I 30- 9254 VE MENT LLC N7H ST I■ � 1 12•coN I) ■ (NO PAINT) CONC WALK nFO I c �2"IL ASFIHALT IS 3 RIM=22.27 IE 6"CONC(NE)=19.5 .. . 30" Q� Ui ED Z PLAN I �� FROM STA 19+05 TO STA 24+2 LLJ SCALE: 1 "=20' ]BURIED FIBER OPTIC' F)SPHALT DWY w I II IS RIM=22.22 Cb Ir IE 6"CONC(NW)=19.3 '4�sS''� 30, SSMH RIM=23.08 IE 8"DI(NE)=16.2 CL CHAN 8"CONC(S,W)=15.4 o22 �A.SS Bi?69 TL# 182305-9251 PUGET SOUND ELECTRIL AP 550 SW 7TH ST ASPHALT PARKING ASPHALT PARKING PT1` -2s DOtpl 1 UFO UFO --24--- --- UFO UFO UFO UFO fD UFO -24- 4 VOL 83, P. 10 CB RIM=22.71 IE 6"CONC(S)=19.8 IE 6"CONC(SE)=19.7 IE 8'.CONC(E)=19.6 SDMH RIM=23.17 IE 8"PVC(N)=18.1 IE 12"PVCZNf�_17.7 \ IE 6"CONC(S)=17.7'24. IE 60"CONC(E)=13.4 \ IE 21"CMP(S)=13.63 \ 4"DEC W115 .. E- 4 STW IP OR AREAS WITH INADEQUATE PAVEMENT, C WHERE REQUIRED BY ENGINEER. L 4. THE SOUTH EASTBOUND LANE IS ASSUMED I TO NEED RESTORATION (WITH 2" OVERLAY) DUE TO DETERIORATION FROM BEING USED FOR CONSTRUCTION ACTIVITIES. CITY MAY I ELECT TO REDUCE EXTENTS OF PAVEMENT REMOVAL AND OVERLAY ALONG THIS LANE DEPENDING ON THE EXTENT OF DAMAGES. ' 5. A TEMPORARY HOT PATCH SHALL BE PLACED OVER THE TRENCH EXCAVATION TO ALLOW THE LANES TO BE REOPENED TO TRAFFIC AS WORK PROCEEDS. ALSO SEE CONSTRUCTION NOTE 6 ON DWG C15. 6. FINAL ROADWAY RESTORATION SHALL OCCUR IN PHASES AS CONSTRUCTION PROCEEDS, PER SPECIAL PROVISION SECTION 5-06.9. 7. WHERE EXISTING PAVEMENT MARKINGS CROSS THE FULL WIDTH OF WESTBOUND LANES, PAVEMENT MARKING RESTORATION SHALL EXTEND ACROSS THE FULL WIDTH, INCLUDING THE EXISTING LANE NOT RECEIVING OVERLAY. CONSTRUCTION NOTES CONTRACTOR TO PROVIDE NEW THERMOPLASTIC CROSSWALK PER CITY 29+50- OF RENTON STD PLAN 127. / / W- i UFQ� UFQF , FB 8 LF8 dip uGo uF0 IE 6"CONC(NE)=21.2 �p i UFO UFO UFo T 0 U USP ■ I � s CB F I 6 SSMH R 682 LIJ - 5 A IE 1: CL CHAN 8'CONC(N,S)=19.2 P ■ CP# 10 uN lFLi9a 9)89,y 9 CB RIM=22.86 ■ 663-14.101. I N=175910.28 p N '.� s IE 6"CONC(W)=21.0 E=1296673.65 ELEV.=22.67 0 De RIM=22.74 3 AS -BUILT JJo IE 6"CONC(N)=20.8 -2.1 PLAN I I FROM STA 24+25 TO STA 29+50 RECOMMENDED SCALE: 1"=20' FOR APPROVAL 20 10 0 20 40 1"=20' BY E)pa Scale Feet BY S. GI ,yl WA��s,7�Gt'� F, once o w PAGE AS NOTED "ro""" CITY OF SW 7th ST, POWELL AVE SW TO LIND AVE SW 09/25/2018 Louis Berger , �" JF/JE/RL DATUM "� STORM SYSTEM IMPROVEMENT PROJECT - PHASE 2 AS -BUILT REVISIONS MSG 9/22/26 8 MSG "": AEG RENTONN. FcrsT���`` BID SET MSG 4/18/2016 MSG a "�W�NC14 'IONA1. �'`' �'. .E°jV 11 n��°"a �. Planning/Building/Public Works Dept. ROADWAY RESTORATION PLAN, SHEET 2 OF 2 4/18/1 520 Pike St, Ste 1005, Seattle, WA 98101 -206.453.1043 NO. REVISION BY DATE APPR -D.1st, E1. 18 0' 20 pimmmmmmIR