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HomeMy WebLinkAboutW-3956C01-8" CUT -IN ISOLATION VALVES TO BE INSTALLED BY CITY, CONTRACTOR TO t I, COORDINATE WITH CITY FOR SCHEDULING -- PROTECT EXIST PSE or'T GAS. COORDINATE TRENCH PROTECTION & I, C BACKFILL REQ'D W/ PSE INSTALL 5-FT T AWAY EOM EXIST FITTING AND BLOCKING MAX C 20-FT LENGTH �.. 5 J Foil a I , TEMPORARY WATER SERVICE SERVICE TO 2 11 +� 2918 PARK AVE, COORDINATE f I WITH CITY I � C01 Al. -,AO IE 9 20D 25 11 NMC 5IS BOT 19]90 o¢ 7 - I El EMW2C29 N o f J I11119121 I� a TRANSVERSE HMA PATCH PER CDR STD PLAN H032.10 12' CUT -IN ISOLATION - VALVES TO BE INSTALLED BY CITY, CONTRACTOR TO COORDINATE WITH CITY FOR SCHEDULING 215 210 u E GRA PIP 205 200 EX 195 EX IE- ' 190 RESTORE CROSSWALKS & 4" CDF SLURRY AROUND PROPOSED WATER STOP BARS PER COR STD MAIN TO A DISTANCE OF 10' LATERALLY AT PLANS 127 & 128, TYP STORM AND SEWER CROSSINGS, TYP HIM m0.2] ""' 12" CUT -IN ISOLATION VALVES TO BE IE w 82 BOi 19882 y i INSTALLED BY CITY, CONTRACTOR TO H3486 4 IAJ O COORDINATE WITH CITY FOR SCHEDULINGO 'TOP CASE20077 RIM 202. TOP NUT 19J.91 IIE E i9. C FARING 1 CIA ry BOTTOM LI ITS, TYP TOP CASE 205.00 ° �1 �R 200 LIDLID) yn, REPLACE SIDEWALK LONGITUDINAL TOP NUT 201.90 TC' NU [ PER CDR STD PLAN HMA PATCH PER 102, TYP COR STD PLP.N _12"DIW IORTH, RANGE EAST, W.M. NOTES ' cOCE D F 1. ALL WATER PIPING SHALL BE RESTRAINED DUCTILE IRON, SEE SP 9-30.2(6). i U 1 HI 3 W 2. INSTALL RESTRAINED RETAINER GLANDS ON ALL MECHANICAL JOINT FITTINGS AND -N r VALVES PER SP 9-30.2(6). a 3. BURIED WATER MAIN PIPE MATERIAL SHALL BE PER WSDOT SPECIFICATION 9-30.1(1). z ~ 1 1 4. DEPTHS OF EXISITTING UTILITIES ARE APPROXIMATE AND BASED ON THE BEST I"1 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 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 .----. H2+00 L 3-+U 4'.0- - _.='�='44+011- - _ Dow POTABLE NON -POTABLE PIPELINE SEPARATION DESIGN. CONTRACTOR TO VERIFY - _-- -- - 1 PROPOSED CROSSINGS TWO DAYS IN ADVANCE OF INSTALLATION OF PIPELINE g1�. ftC0 IE NL199988 \ M -2 E 5 199.93 TTT�I \ IE N 200.14 E W 200.09 E E 200.19 HOT 199.84 C_ CHANNELED BOTTOM T\TCl, ftIM 203 00 =IEW 200.25 F IE E CDOID 4 BOT 199.95 3I 8" D W 1 w-Z N T t99.37 308 ZONE 308 ZONE WY PROVIDE TEMPORARY TIP CASE IA TE199.a' WATER SERVICE SERVICE A 3 TO 1302 30TH AVE N, Tll CASITTE 211 2 COORDINATE WITH CITY \ N (436 ZONE) W CROSSING. `. 7 1! AVE N PARK R ( h = 7. INSTALL LOCATOR TAPE AT V ABOVE TOP OF PIPE. -� WATER PIPING SCHEDULE 308 ZONE PIPING REPLACE CURB AND SERVICE CONNECTION GUTTER PER CDR PER CDR STD PLAN ^a '1STA L1+00 STA L1+47, -20.0 LT m STDPLAN 103, TYP 320.1, TYP 3 (N192112.87, E1302306.74 N192082.05, E1302264.70 M 205 24 FURNISH & INSTALL FURNISH & INSTALL RESTORE DISTURBED REMOVE & REPLACE IE E 198.59 E W 190.14 I 2-16" DI LONG BODY SLV, MJ, RESTR 2-8" DI LONG BODY SLV, MI, RESTR LANDSCAPING & MONUMENT PER CDR IE B t9841 CONNECTION TO EXIST SYSTEM, CONNECTION TO EXIST SYSTEM, GRAVEL TO EXIST STD PLAN H031, TYP CHANNELED BOTTOM ® SEE DET 1, SHT W-4 SEE DET 2, SHT W-4 CONDITIONS, TYP TOP CASE 205AS O STA L1+25 © STA L1+47, -20.0' LT TOP NUT 202.62 N192113.30, E1302281.85 N192102.71, E1302244.34 VICINITY MAP FURNISH &INSTALL FURNISH &INSTALL SCALE: 1"=500' 20 10 0 20 40 1-I6" DI 45° BEND, MJ, RESTR 1-TB 2-12" DI LONG BODY SLV, MJ, RESTR CONNECTION TO EXIST SYSTEM, 435 ZONE PIPING SCALE IN FEET O STA L1+41 SEE DET 2, SHT W-4 �1 STA HI+05 E1302270.19 O STA L2+41 N192101.70, E1302295.47 PLAN PLAN FURNISH &INSTALL N192196.49, E1302269.63 FURNISH & INSTALL SCALE. 1"=20' 1-16" DI 45° BEND, MJ, RESTR i-TB FURNISH & INSTALL 2-12" DI LONG BODY SLV, MJ, RESTR 1-12" DI LONG BODY SLV, MJ, RESTR I-8" DI LONG BODY SLV, MI, RESTR ® STA L1+47 CONNECTION TO EXIST SYSTEM, SEE DET 2, SHT W-4 1-12"x8" DI REDUCER, MJ, RESTR CONNECTION TO EXIST SYSTEM, N192102.05, E1302264.46 SEE DET 3, SHT W-4 FURNISH &INSTALL EROSION CONTROL KEY NOTE 1-12" DI CROSS, FLG �2 STA HI+28 2-12" GV, FLG N192302.30, E1302272.54 1� INSTALL INLET PROTECTION, PER CDR 2-12" GV, FLG%MJ, RESTR FURNISH & INSTALL STD PLAN 216.30 I.-12"x8" DI REDUCER, FLGxMI, RESTR 1-8" DI 90° BEND, MI, RESTR 1-16"x12" DI REDUCER, FLGxMJ, RESTR 1-TB 220 15 W. V 2 205 cow Z m 20C J y S U O HO+80 HI+00 HI+20 HI+40 HI+60 HI+80 H2+00 H2+20 H2+40 H2+60 H2+80 H3+00 H3+20 H3+40 H3+60 H3+80 H4+00 H4+20 H4+40 PIPE CENTERED OVER LENGTH X ING 435 ZONE PROFILE SCALE: 1"=2P HORIZ, 1"=5' VERT 1 FL0 mua 2 Inz Nip=w +off o .Ff ... of QQI�n an i W210 r rnw ACP F a'on Fxn xiI FINISH @PIPE GRADE CL 5 Cl(VER, MIN P r20 J s^DIwR AT C NT RISING SLIP p 195 ©ST H1+72 TO VOID INT RMtUIATE L�M-- 19C LFY 1 2 F^ 3 4 7 r rp r r Qm.. Xw rFINISF GRADE LtEXISTING EXI TING 16" DIW EXIST GRADE @ PIPE L 12" DIIA 16" IE 198.4t - 12" 1 E=197.6t p " CDF SLU RY AROU D PROPOS D ATER MAN TO A DISTANCE OF O' TERALLY TSTORM ND SEWE ROSSI ,NG TYP STA L +70 © © STA 1+90 OR R IT NOTICE DJB DEGiGNE u CITY OF RENTON D o MNF ;il G 4j KENNYDALE RESERVOIF TM15I�E6 °�wN murraysmifh NDT NEAGUiiE i' MGMv, - SCHEDULE C OFFSITE THEN-SNCG1s CHECKED " „p� ` IMPROVEMENTS DATE BY REVISION 308 ZONE PROFILE SCALE: V=2P HORIZ, 1"=5' VERT 110 105 !00 95 90 85 WATERMAIN PLAN & PROFILE STA H 1+00 TO H4+40, LO+80 W _ 1 TO L2+60