Loading...
HomeMy WebLinkAboutW-3956C02JYV 114, or I lu 04 0 I Z ® ® c) SERVICE REPLACE SIDEWALK PER Wv Z f CONNECTION CDR STD PLAN 102, TYP TOP CASE 96 72� PER CDR STD TOP UT 19406 PLAN 320.1, TYP kM580<.OB REPLACE CURB AND E E 196.38 GUTTER PER CDR 1 ,_ IE N 196.33 CHANNELED BOTTSTD PLAN 103, TYP -"-I O OM a _ p- 6 T-I mu®�q,v._rC - G� - .G- G •Cy Q' 1 LU _ _ L m Z 3 I4 \'+43ZONE) _ OE aE PL- Krvvu0. AIRA1AC ASSEMBLY PER �CLEARINGT MH57 4 &'9 PROTECT EXIST COR STD PLAN 340.4 11 TYP RIM 1983 LIGHT POLE EW19191.73 HAc 5 1. HMA PATCH PER CDR STD PROTECT EXIST NNEL9393 BoiioM PLANS H032.10 & H032 LIGHT POLE O RESTORE DISTURBED RESTORE HMA DRIVEWAY LANDSCAPING AND GRAVEL TO EXIST CONDITIONS, TYP TO EXIST CONDITIONS, TIP 1 I PLAN SCALE: t"=20' O 2, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M. IS Gu'li �i111■ ram i IIII I11■I SCALE IN FEET NIIill � ■�■II■11 .■WI♦1■IDI h7�Ti�G■■■ �©lim• �� II■III■II �m� J� GI \dli7lil ��� I —NEILIP SITT. EROSION CONTROL KEY NOTE " PROTECTION,111111111111 IIII111111111 �I 1" •`�`�5•. rt YI�YYI�IIII��rii� PARK AVE GIJiII�ll■., 1� '1 II a—IST IIII 1 I■'■1 6 �Gi13iI1II11 ■ __ ,�'�.,iGr::�t�i,: .,.:a."`-.. _ - �, s,,,-•,'sv�z,..435 ZONE PIPINGIII■IIII■ �3 5TA H4+49 N192423.35, E1302283.05 FURNISH &INSTALL 1-8" DI 45- BEND, ME, RESTR N2T s ® STA H4+72 HP N192438.82, E1302299.56 FURNISH &INSTALL 1-8" DI 45- BEND, ME, RESTR �5 STA H7+71 N192737.65, E1302309.36 VICINITY MAP FURNISH &INSTALL 1-8" DI 45- BEND, ME, RESTR SCALE: 1"=500' © STA H7+84 N192746.47, E1302318.74 FURNISH &INSTALL 1-8" DI 45- BEND, MJ, RESTR 220 �7 STA H7+94 N192756 67 E1302319 07 �EXIST �'IWEIN MH ,-ASE 198.29 T 196 23 BOi 191. N � t89_ Q IE 192.58 Z Wv / N Ti0POP c E 19e.59 :•'i N I N 193.14 Z / DETAI5'L SCALE: 1"= £l=9p 1 \ z 3 215 4 ma¢z aF.. k i\ M 4 � \• + m +w ^0 D -Z FBI -u '�� ED vl 10 z 10.g- G 205 NiSH GR DE r W r~ ED SE ED u + HE m 200 'MIN nLLo i +utv TYP ^O p �o 195 f n C VOID J MRIS! EXIST GRADE 190 MEOJANG LP @ PIPEIpIr CL X 1 ^ 1 "IE=189. 185 1 R S A H7+ 220 FURNISH & INSTALL 1-12"x8" DI TEE, FLG 2-12" DI LONG BODY SLV, MJ, RESTR 1-8" DI LONG BODY SLV, ME, RESTR 215 2-12" GV, FLGxMJ, RESTR 1-8" GV, FLGxMJ, RESTR III CONNECTION TO EXIST SYSTEM, SEE DEEP 4, SHT W-5 PROPOSED ZONE VALVE NORMALLY CLOSED 210 NOTES 205 1. ALL WATER PIPING SHALL BE RESTRAINED DUCTILE IRON, SEE SIX 9-30.2(6). 2. INSTALL RESTRAINED RETAINER GLANDS ON ALL MECHANICAL JOINT FITTINGS AND 200 VALVES PER SP 9-30.2(6). 3. BURIED WATER MAIN PIPE MATERIAL SHALL BE PER WSDOT SPECIFICATION 9-30.1(1). 4. DEPTHS OF EXISTING UTILITIES ARE APPROXIMATE AND BASED ON THE BEST 195 AVAILABLE DATA AT THE TIME OF DESIGN. CONTRACTOR SHALL POTHOLE EXISTING UTILITIES A MINIMUM OF 200 FEET AHEAD OF NEW UTILITY CONSTRUCTION TO VERIFY DEPTHS AT CROSSINGS AND CONNECTIONS. 5. COORDINATE WITH CITY TO ACCOMPLISH WATER MAIN CONNECTIONS TO EXISTING 190 SYSTEM. CITY STAFF SHALL OPERATE ALL WATER SYSTEM VALVES. CONTRACTOR NOT ALLOWED TO OPERATE VALVES, 6. ALL WATER/SEWER CROSSINGS SHALL MEET DOE STANDARDS FOR POTABLE/NON-POTABLE PIPELINE SEPARATION DESIGN, CONTRACTOR TO VERIFY IBS PROPOSED CROSSINGS TWO DAYS IN ADVANCE OF INSTALLATION OF PIPELINE CROSSING. 4 80 ]. INSTALL LOCATOR TAPE AT V ABOVE TOP OF PIPE. 1 H4+40 H4+60 H4+80 H5+00 H5+20 H5+40 H5+60 H5+80 116+00 116+20 H6+40 116+60 116+80 117+00 117+20 117+40 117+60 H7+80 HS+00 H8+20 308 ZONE PROFILE SCALE1"=20' HORIZ. 1"=5' VERT NOTICE DJB SHEET o s CITY OF RENTON � MNFEo 4-KENNYDALE RESERVOIR �, WATERMAIN PLAN & PROFILE I, � I G rls�Es oRA,N SCHEDULE C OFFSITE —/(. STA H4+40 TO H8+20 W-2 m,■rr�yc�f(II ROT MEASURE 1' MGM m J ' - THEN —I SNCGIE CHECKED ` IMPROVEMENTS NO. DATE BY REVISION PR.111 N- _ 7 of 11