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W-375101
N _M T O O d' TEMPORARY 2' GALVANIZED PIPE AND 2' GATE VALVE FINISHED GRADE ELEVATION ///INSTALL 2' PLUG ON TOP BLIND FLANGE 3 FT MIN. COVER (10 -INCH DIAMETER AND UNDER) / AFTER REMOVAL OF POLYPIG 4 FT MIN. COVER (12 -INCH DIAMETER AND OVER) / I NEW WATER MAIN POLYPIG ,�'' . •.J. �', J' D VERTICAL CROSS FOR POLYPIGGING STATION: SIZE OF VERTICAL CROSS SHALL BE THE SAME AS SIZE OF MAIN LINE VERTICAL CROSS (MJ X FU t I 4" END CAP MJ ONE BLIND FLANGE GN TOP OF CROSS WITH 2' TAP & 2' TEMPORARY BLGW-OFF ASSEMBLY 2 PERM. BLOW OFF (REMOVE BLOW -OFF ASSEMBLY AND INSTALL 2' PLUG AFTER REMOVAL OF CLEANING 'POLY -PIG') CONCRETE BLOCK ONE BLIND FLANGE ON BOTTOM OF CROSS PER CITY OF RENTON' ONE PLUG (MJ) ON END OF CROSS STANDARD DETAIL #340.1 CONCRETE BLOCKING ALL DEBRIS AND POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE DISINFECTION OF NEW WATER MAIN vv ILl\ Iyi/ l I I IyL II IVVlIVI/MINI" VERTICAL CROSS FOR POLYPIGGING \ \ CUT AND CAP 3 -EXISTING SERVICES AT WATER MAIN, UNDER SEPARATE PERMIT, ( \I BY CITY FORCES. \ l I \ \I 1 Gh, , I 1 i � �i INTERSECTION STA. 10+00 O CALL 811 BEFORE YOU DIG! OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 G PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. I I I � I I I t I l I I f 1 W � r I I i Al y I \ � \ �O 1 AV ' I i\ \ \G 1 q- 1 \ ( 1Id Ilri 1 'i 1 10 1111 t 'I Ila II 1 rn r PIANIER r -- I l 6A IF F� I r I I I I 1-8"x6" TEE (MJx 1 -FIRE HYDRANT 1-6" GATE VALVE 1-8"x4" REDUCER 1-4" GATE VALVE 1 -CONCRETE BLOI ALL WATER SERVICES SHALL BE 1" SERVICE LINE PER CITY STANDARD DETAIL #320.1 EALLATER METERS SHALL BE 3/4" IN SIZE I I I + I I ' I I I FLANGE=451.10 I £i' VOii t NOTE - EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES ND RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. 17eA1 IIIIII-fts I I S � IPi0Owl II ' O PER CITY DETAIL + REMOVE CAP AND BLOWOFF i + DEFLECT PIPE AT I i « I 1 9I MANUFACTOR I _FENCE k CAHtrcc� 'N bR1S111Hn $ Wmau RECOMMENDATION CONTRACTOR TO COORDINATE WITH �+ CITY OF RENTON WATER DEPARTMENT + TO SHUT OFF 8" VALVE. + 147LF. 8 D. WM 1.4+00, NE 25th STREET SHED SHED W=375 101 Jb'i6 W y\ r W I r of NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT G_I CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL UCITY OF SRVEY &MAPPING SCALE nonuartw wn iam/\va+ �, � RENTON 'I' D.L. . OFFE, P.E. I REN I ON _ .0 NALR�'�G\ 09/-1.!1./2014 N0. REVISION _ BY DATE APPR OFFE, P.E.DATUM Planning/Building/Public Works Dept. T GRAPHICSCALE 0 15 30 60 1 inch = 30 feet pp RECOMMENDED FOR APPROVAL By-N(SrM, (1k6+Y./ nate, 9 14 By' Dnte- Bye Date, Byl -- unte- _ MAY CREEK COURT SHORT PLAT VINEYARDS CONSTRUCTION, LLC WATER PLAN & PROFILE 2530 DUVALL AVENUE NE CD" Vq-37 5 01 09/1 /201 00©