Loading...
HomeMy WebLinkAboutR-3693097WQ POND EMERGENCY OVERFLOW EL=27.5 WQ POND DETENTI( = EL=26.7 �] WQ POND WQ ELE\ EL=24.0 L_ A 5tL I IUN - SCALE: 3/8"=1'-0" 5 8 1 4 4 3 9 n U - - - - - - - - - - - - - �� i FORCEMAIN DISCHARGE MANHOLE - DETAIL PS-2 SCALE: 3/8"=1'-0" 2" WATER LINE FROM RPBA 3 2" NON -FREEZE WEST WALL ELECTRICAL BUILDING z a YARD HYDRANT AND HOSE BIB - DETAIL N PS-3 SCALE: 3/8"=1'-0" a z `o x PS R. 4, FEDAID: STPUL-1276(004) — �O p4 wA'�LC� auxin RUNG END 00NNECnans. HPP-1276(005) f BergerABAM F z x CALL 48 HOURS `_' 33301 9th Avenue South, Suite 300 �o RP�gowa BEFORE YOU DIG otsTE� �n Federal Way, Washington 98003-2600 sSjoNAL �o 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 NO. REVISION 1.0 aw AS SHOWN 01�01R1961/10B MCH VKB '_ JSG �� DATU M m� BY DATE APPR jsc m•" �. CONSTRUCTION NOTES: Q1 54" DIA. STORM MANHOLE WITH FLAT TOP LID AND OUTSIDE DROP CONNECTION. REFERENCE CITY OF RENTON STD PLANS - 400.1 AND 402.1. FOR ADDITIONAL REQUIREMENTS. O2 24" DIA. MANHOLE FRAME AND COVER. REFERENCE CITY OF RENTON STD PLAN 401. O3 24" DI FORCEMAIN. SEE DRAWING PS-2 FOR ALIGNMENT AND PROFILE. ® 24" DI 45' ELBO (FLxMJ). Q 1 O5 24" DI TEE (FLxFL). 0 © 24" DI BLIND FLANGE. 07 24" DI 90' ELBOW (FLxPE). 0 ® 24" DI GRAVITY SEWER TO WQ POND. SEE DRAWING PS-2 FOR ALIGNMENT AND PROFILE INFORMATION. O9 24" DIP (PExPE). LENGTH AS REQ'D. CITY OF N RENTON Public Works Department Approved For Construction STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT 2A STORM PUMP STATION CIVIL DETAILS - SHEET 2 R-369397 10/25/12 PS-5 Last So, e o 7ue Feb 012011 at 070" by A,Ilh,xley File N e: I INAR77NIP,I.,ti20091FAPW7-09-1751CA00120010wg I12_PSO4dV S-le: I