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HomeMy WebLinkAboutWTR2702963.1REVISIONS : REVISED PER CITY OF RENTON COMMENTS AND REDLINES. 06-04-01 DJW REVISED PER CITY OF RENTON COMMENTS :REVISED LOT GRADING PER CLEINTS :REVISED LOT GRADING PER CLEINT'S AND REDLINES. 02-22-02 DJW REQUEST. 04-24-02 DJW REQUEST. 05-20-02 DJW 4, z z 0 cn w N 0 CL-W IL Z 00 5 E Z .2 w-0 LLJ Din: a- ll-, me a c E E ,E c C 01 C 4D) vv cl) 0 <zz Z U o LL z U Lf) 1-4 > z U 3: U< w r T a_ a- Ld m Z 0 1-10" VERTICAL CROSS (MJxFL) 2-10" BLIND FLANGES (FL) 1- 2" TEMP. B.O. ASSEMBLY S.E. 1/47 S.E. 1/4, SEC. 317 T. 23 N-7 R. 5 E-7 W-M- STA. 4+21.04, 5.0' LT. 1-12"x12"x6" TEE (MJxMJxFL) W1 CONC. BLKG. 1-6" GATE VALVE (FLxMJ) 1-6" FIRE HYDRANT ASSY. STA. 6+22.59, 6.1' LT 1-10"x10"x6" TEE (MJxMJxFL) W1 CONC. BLKG. 1-6" GATE VALVE (FLxMJ) 1-6" FIRE HYDRANT ASSY. 25. 0' WIDE BUFFER I IN cc 0\ GO I. criI. 10 D=173.7 PAD=180.4 PAD=188.1 I A_ PAD=195.4 PAD=201.2 20'(1 4 N89 28 27910' 764 014f' PRESSURE ZONE = 350 INDIVIDUAL LOT PRESSURE= 350 - LOT ELEV. 2.31 LOT # PAD ELEV. PRESSURE (P.S.I) *1 137.0 92.2 *2 140.0 90.9 *3 144.0 89.2 *4 152.1 85.7 *5 159.6 82.4 *6 167.1 79.2 7 173.7 76.3 8 180.4 73.4 9 188.1 70,1 10 195.4 66.9 11 201.2 64.4 12 204.9 62.8 13 215.5 58.2 14 213.5 59.1 15 213.5 59,1 16 215.5 58.2 17 197.6 66.0 18 191.8 68.5 19 185.0 71.4 20 178.3 74.3 21 171.5 77.3 *22 164.8 80.2 *23 158.0 83.1 *24 1 151.3 1 86.0 *PRESSURE REDUCING VALVES ARE REQ'D FOR SERVICES EXCEEDING 80 PSI SCALE: 1"=20' 20 10 0 20 GRAPHIC SCALE VERTICAL DATUM: NAVD 88 (CITY OF RENTON) CONTOUR INTERVAL = 2' BENCHMARK: BASE: KING COUNTY SURVEY CONTROL POINT #F-10- FOUND BRASS DISC FLUSH WITH SIDEWALK 1.0' WEST OF SIGNAL LIGHT POLE IN THE NORTHWEST QUADRANT OF STREET INTERSECTION OF TALBOT ROAD AND SOUTHWEST 43RD STREET. ELEVATION: 121.26 FEET. I NOTES: 06 No -re 12, fow merew motes1. CONTRACTOR TO MAINTAIN 5' MINIMUM CLEARANCE STA. 6+17.00, 36.0' RT. Q, '19- FROM GAS MAIN TO ALL OTHER MAINLINE UTILITIES. fOIL 1_10"x90' BEND (MJ) W1 CONC. BLKG,. 2. ALL PRIVATE STORM PIPE SHALL BE ADS-N12 (OR EQUAL) UNLESS OTHERWISE NOTED ON THE PLANS. L UA ILU U71211,91. PAD=213.5 I 4.4 0 i--)F 0 02- QbAlov,4 �M6 NPAlfhC01' ILE-deui%L6S 'Nftl LO-15 It <vAmburm Lot 11 suaw i f CL A IL6 %%106 ri-ift A L- 'i TLC' s?TLiw%41-6rL Q g tok 1 %,S Twesg L vf s Co. 12 1�& 6 of mck lkev fo VL/ IW6 1 hr sl A LLA--Kow Or- 7_ p LEGEND i 13 `� ` PAD=215.5 I_ z 3016 iVm2r, u3W 1-10" VERTICAL STA. 6+00.00, 21.7' RT. CROSS 2-10" BLIND A FLANGES (FL) ,FL) U. � < 1-10- TEE (FL) 11 4 � vt W1 CONC. BLKG. 2-10" GATE VALVES (FLxMJ) 1-10- GATE VALVE (FL) 1-12"x10" REDUCER (FLxMJ) I -wl,vepr16AL_ Ck.0­5;!5, (A,4,fXr(_) I- Z ILMt-. O.U. /iDDLlWpL J 84'G/ / IsTi 4" Lj M El-;js 16-13 -10 Z g4 NA L EXPIRES: MAY 6, 2003 3 2f 0 J 00 00 (L 00 N N T. 0 D 0 N 0 _j Cd 0 LL Lu 0 0 04 04 w w 0) 050, CE co 00 N 0) Lo w WW<l (0 _j > 3: 0 z < -cq w- w _j W _j r Z < 0 fr 00<0> 0 0c\1 w 1: 1 LL 3: �t (1) CL Lu e'PROJECT NO,: 98-48 BY: DJW ISSUE DATE: 04-02-01 SHEET REV.: 05-20-02 "I-- WATER PLAN (EAST HALF OF 8rTE) C11 SHEET ln OF 20 I kvp* -2,2- Jody SCANNED MAR 2 8 Z003 ( v /-) , , v SCANNED SFP i I 7nn7