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Home My WebLink AboutW-358207EXISTING 24" DI WATERMAIN, TYP © T.O.P. 6' DEEP EXISTING CURB, s �i EXISTING J ASPHALT, TYP. PROVIDE: (1) 24'x12' TAPPING SLEEVE (FL) WITH CONC. BLOCKING AND 12" GATE VALVE (FLxRJ) PER CITY STANDARD PLAN 300.1 PROVIDE: (1) 12' DI LONG BODY SLEEVE (RJxRJ) (2)12' DI SPOOL, LTF (1) 22" DI BEND (RJxRJ) WITH CONIC. BLOCKING (PER PLAN) (1)12' DI SPOOL, LENGTH TO FIT A (1)11° DI BEND (RJxRJ) WITH CONIC. BLOCKING (PER PLAN) (1)12' DI SPOOL, LENGTH TO FIT (1)12" DI VERTICAL CROSS (RJxFL) AND POLYPIGGING ASSEMBLY PER CITY STANDARD PLAN 300.1 EXISTING GRASS, TYP. EXISTING 12" DI DRAIN T.O.P. 3.5' BELOW GRADE 0 © CONNECTION TO EXISTING 24" DI STA. 0 +49 NOT TO SCALE D11 FINAL CONFIGURATION NOTE: CITY CREWS TO MAKE FINAL CONNECTION TO EX. WATER MAIN PER CITY STANDARD PLAN 300.1. CONTRACTOR SHALL PROVIDE ALL MATERIALS AS REQUIRED BY THE CITY FOR FINAL CONNECTION, INCLUDING MEGALUG KITS FOR ALL JOINTS. 42" STEEL CAP, TYP. EACH END. AIRIVAC LINE ROUTED TO CURB PER PLAN, MAINTAINING CONSTANT RISE, TYP. PROVIDE: 0 24' STL FLANGED OUTLET (2) 24" DI ADAPTER (FLxRJ) WITH ISOLATION KIT PROPOSED SAMPLE WITH TEMPORARY 24" BLIND (1) 24" DI LONG BODY SLEEVE (RJxRJ) LINES TO BE ROUTED FLANGE, TYP. EACH END. (2) 24" DI SPOOL, LTF, TYP. 2 PLACES WITHIN EXISTING 8' HDPE CONDUIT 4" FLANGED OUTLET FOR AIRVAC CONNECTION, EX. 8' HDPE CONDUIT SEE DWG. NO. D14 FOR ADDITIONAL DETAILS. WITH EX. PVC TYP. OF 2 LOCATIONS CHEMICAL LINES ACCESS MANWAY WITH TESTING STATION, SEE DWG. NO. D14 FOR ADDITIONAL DETAILS. LOCATE EX. 12" DI WATERMAIN ACCESS MANWAY APPROX 10' FROM 24" OUTLET, AND VALVE VAULT, TYP. OF 2 LOCATIONS FROM WELL PW -9 y" COPPER TUBING IN T PVC CONDUIT WITH LONG RADIUS PVC CONDUIT SWEEPS, TYP. OF 2. INSTALL PER TRENCH DETAIL A %" TAP WITH CORP STOP, BALL VALVE OT7 1 AND CURB BOX. PROVIDE REDUCERS AS NECESSARY AND TRANSITION TO COPPER SAMPLE LINES. it PROVIDE: T.O.P. 3.5' BELOW GRADE — — _ — -- - -- (1) 24" DI TEE (RJxFL) WITH CONC. BLOCKING (1) 24" DI BUTTERFLY VALVE (FLxFL) (1) 24" DI LONG BODY SLEEVE, (RJxRJ) (1) 24" DI SPOOL, LTF (1) TEMPORARY 24" BLIND FLANGE j� �.�. FLOW -- PROVIDE: (1) 24" DI TEE (FLxFL) EXISTING 24' BUTTERFLY VALVE 24' BUTTERFLY VALVE. CONVERT TO (2) 24" DI BUTTERFLY VALVES (FLxFL) AND VAULT NORMALLY CLOSED VALVE AND INSTALL (2) 24" DI ADAPTER (FLxRJ) H VALVE MARKER PER (1) 24" DI LONG BODY SLEEVE, (RJxRJ) (2) 24" DI SPOOL, LTF DT2 (1) TEMPORARY 24" BLIND FLANGE o CONNECTION TO EXISTING 24" DI AT STA. 5 +08 AND BEGINNING OF THE CT PIPELINE D 2 NOT TO SCALE ......... f �I — EXISTING 24' DI WATERMAIN, J G TYR EXISTING 12" GATE VALVE. CONVERT TO h NORMALLY CLOSED VALVE AND INSTALL VALVE MARKER PER E PROVIDE: (1) 12' DI VERTICAL CROSS (RJxFL) AND POLYPIGGING ASSEMBLY PER CITY STANDARD PLAN 300.1 PROVIDE: (1) 12' DI LONG BODY SLEEVE (RJxRJ) (2)12' DI SPOOL, LTF EX. HYDRANT TEE PROVIDE: (1)12'X4' TAPPING SLEEVE (FL) WITH CONIC. BLOCKING AND 12" GATE VALVE (FLxRJ) PER CITY STANDARD PLAN 300.1 PROVIDE: (1) 4" DI LONG BODY SLEEVE (RJxRJ) (2) 4" DI SPOOL, LTF EXISTING 12" CPEP DRAIN T.O.P. 5' -9" BELOW GRADE zL PROVIDE: (1)12 "x12" TAPPING SLEEVE (FL) WITH CONC. BLOCKING AND 12" GATE VALVE (FLxRJ) PER CITY STANDARD PLAN 300.1 T.O.P. 5.5' BELOW GRADE QQ o CONNECTIONS TO EXISTING 12" DI AT STA. 2 +80 NOT TO SCALE (b REVISED TO CONFORM TO CONSTRUCTION RECORDS xx! `� 9/23/13 RH2 ENGINEERING INC. DATE PROVIDE: (1) 4" DI VERTICAL CROSS (RJxFL) AND POLYPIGGING ASSEMBLY PER CITY STANDARD PLAN 300.1 W- 358201 REVISED TO CONFORM TO CONSTRUCTION RECORDS N0. REVISION SIGNER 11/13/12 SIGNER 11/13/12 ♦(UL r— it W W a =. ZZ� Q O `1 3W, aZ y S `' Ix J � 9 WQ=-` MI N E E R S NNER S NTISTS RH2 ENGINEERING. INC. http://www,t2.com mailbox&.h2com 1.8D0.720.8052 BELLINGHAM 360576.Oa36 454 West Horton Road BOTHELL a '951.s dd 22722 29th Drive SE, Suite 210 EAST WENATCHEE saB.ase�sao 300 Simon Street. Suite 5 RICHLAND soasa6s er 114 Columbia Point Drive, Suite C SILVERDALE 360.B76.7sso 2021 NW ahyre Rd. Suite 107 TACOMA a63. 17a.3o63 621 Pacific Avenue Suite 104 DRAWNG IS NOT TO SCALE IF BAR IS NOT 2" LONG oAm Sep 26, 2013 arcrr: REN LLC KMP 09/18/13 am xo.: 110 -093 BY REVIEW1 DATE reLBw[CTPW89—D—DE CO. w --s S'3 '