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HomeMy WebLinkAboutWTR2702963.2REVISIONS :REVISED PER CITY OF RENTON COMMENTS :REVISED PER CITY OF RENTON COMMENTS :REVISED LOT GRADING PER CLEINT'S :REVISED LOT GRADING PER CLEINT'S AND REDLINES. 06-04-01 DJW AND REDLINES. 02-22-02 DJW REQUEST. 04-24-02 DJW REQUEST. 05-20-02 DJW 0 U 0 0 Z Y C3 o Z w 0 in w w Q w 0 Q Q w _ Q d v 1� Q ^^J LL W F- zcf) � 0 a 0 a- U � WJ Q Q I co W W I61 u r 0 a� �a LL Z 00 L �.__ Z .a U W �w U or1�1Ic �E mE MA 9 i cry O N wC)0 J Z Z_ Q -o U � O w _ JOU T- z :D a O L,O H z J w Q U - U Q U 0 } 0 > z z Y O > U � �cnaw n- -wOL V p U a Q a Q w Q 0 {j m k z 0 w 0 z S.E. 1/4, S.E. 1/47 SEC. 317 T. 23 N., R. 5 E., W.M. SiN L-t PA � *, Wk ttr. �e �tG , �Fo4 Gf N (.�►tC pN �tY 'c DF PA'VF-kAeQt' Aso' euar.,u���zar�arl I l I ivi,,`►"` I A �R f ►mil ►'SU'r'f p(�If� W/ CONC. BLKG. -, 1-6" GATE VALVE (FLxMJ) 'sf N 4 Le 'PA i N mp ww ttr L ► . 1-6" FIRE HYDRANT ASSY. BATCH" BASF' . ADS 128 w rR - i7-2pi 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 86.0 *PRESSURE REDUCING VAL VES ARE REQ'D FOR SER VICES EXCEEDING 80 PSI SCALE: 1"=20' 20 10 0 20 GRAPHIC SCALE VERTICAL DATUM: rl 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' t WEST OF SIGNAL LIGHT POLE IN THE NORTHWEST QUADRANT OF STREET INTERSECTION OF TALBOT ROAD AND SOUTHWEST 43RD STREET. ELEVATION: 121.26 FEET. NOTES: 6-13-vZ 6-18-2oo2 6� o A. DI4 �oF 4 tz40t DNA L EXPIRES: MAY 6, 2003 Lo 0000 LJJ 0) 00 � r- op �I 0 I Z Z ) Lo JAW., ,.,\ItfjLIJ oz 1CixI(°)mo r ?WSN<NIII< d"Cc� � Ali.)..,. n u • � � aA 0 W 00 04 i c\l Q 0 U I X r-, I Q V/ 0 IL W® C E �� W9 LLWcar (L f- - L0 4J 00 N 0) Io WWQcD _j > 0 ®2 L0 W jo®lor U- 3: 11 / -- WATER PLAN (WEST HALF OF SITE) clo SHEET 10 OF 20 ,wwtL) MAR 2 8 20 - l-v--7, �Y' OT If sir L•, 3f ' Q/