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HomeMy WebLinkAboutWTR2702953.21NO LO rn N ►i I I • 7 a C 1 E E G RESTORE PAVING PER C36, REF DRAWING 1 SHEET C5 FOR OVERLAY z IN THIS AREA CN EX. 16" DI _ 565 ZONE X � u 4" SCH.40 PVC J SUMP PUMP DISCHARGE 3 0 TO CB #6 LJco ► 8" DI 8" DI 15 LF 6 LF 0 2 EX. 16" DI r S 590 ZONE N = 175541.51 E = 1311570.80 l l — — — — p TO EXISTING CONTROL & POWER PANELS pEFLE_ REiVCc ELECI KiCALuKAWINGS — — T —� r EX. 12" DI L 196 ZONE �i I 565/196 ZONE PRV PLAN 0 5 ,o SCALE IN FEET GENERAL NOTES: 5 1. ALL (MJ) FITTINGS SHALL BE FULLY RESTRAINED USING SERIES 1100 MEGA LUG BY EBAA IRON OR EQUAL. 2. ALL FITTING ON 564 ZONE PIPING SHALL BE 350psi DUCTILE PER AWWA C110. 3. ALL 565 ZONE SHALL BE CL 53 DI. PER WSDOT 9-30,1(1) ALL PIPING SHALL BE FULLY RESTRAINED. 4 4. TAPPING SLEEVE TO BE WSDOT 9-30,3(8) WITH FLANGE MOUNTED TAPPING VALVE, CONTRACTOR SHALL VERIFY EXISTING 565 ZONE PIPE DIMENSIONS. 3 N 2 RECORD DRAWINGS CL 1 ISSUED FOR CONSTRUCTION w W rN 0. REVISION A � B SURVEYED: — DESIGNED: J.E. DRAWN: R.B. CHECKED: G.P. APPROVED: — RB 1/06 GP RB 10/03 GP BY DATE APPR C D NOTES 1 POC © EX. 16" 565 ZONE (1) 16" x 8" TAPPING SLEEVE IE = 80.0f (1) 8" TAPPING VALVE (FLxMJ) W/ CI VALVE BOX (1) DI SPOOL (PE) (1) DI SLEEVE (MJ) (1) CONC BLOCKING 2 (1) 8" 90" ELBOW (MJ) (1) CONC BLOCKING 3 TIE—IN @ 196 ZONE (1) 12" x 8" DI TEE (MJxFLxMJ) IE = 84.0t (1) 8" GV (FLxMJ) (2) 8" DI 11 1 /4° ELBOW (MJ) ADJUST AS REQUIRED (2) 8" DI SPOOL (PE) (1) CONC BLOCKING (1) 12" SLEEVE (MJ) (1) 12" DI SPOOL (PE) 1" CONDUIT SCALE: AS SHOWN VERTICAL: NAVD 1988 ONE INCH HORIZONTAL: NAD 1983/1991 Kennedy/Jenks �---� AT FULL SCALE Consultants DATUM 32001 32nd Ave. S., Suite 100 IF NOT ONE INCH Federal Way, Washington 98001 SCALE ACCORDINGLY E F G H TAPER TO MATCH GRADE J I K IVA L 24'0 OVERFLOW REF. C37 ANCHOR BLOCK 0 ANCHOR STRAP �— 6" DEEP, 7/8" WASHED ROCK 18" DEEP, 4'0 QUARRY SPALL GR 60 @ 12" OC. JDS (2) TURNBUCKLES 1 /2"0 THREADED EMBED IN CONCRETE ANCHOR, 24' D x 24' W x 36" L W=2953 6 ECONOMIC ANDENGINEERING SERVICES, INC. 10900 NE 4TH STREET, SUITE 1110 BELLEVUE, WASHINGTON 98004 PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA / OLYMPIA, WA J K M TAPER EDGES TO MATC H GRADE SLOPE EL.78.00'f 0 EL.80.20' EL.79.20' �— CONCRETE BLOCK MODIFIED 54' TYPE 2 A 24"—DI 10 I I • 7 0 3 CONSTRUCTION RECORD DRAWING NOTICE These record drawings have been prepared based upon 2 AIR GAP 4 information contained in addenda, change orders, or other available construction information, and information provided by the Contractor, and by others. HDR has not r� AIT DETAIL1 NTS. C19 C32, C37 verified the accuracy or completeness of the information provided to it and does not warrant the accuracy or completeness of these record drawings. Users of this information shall be solely responsible to verify any and all information represented herein prior to any such use of the information. ''- CITY OF R E N 1 O N Planning/Building/Public Works De t. P DATE: OCTOBER, 2003 1 PROJECT NO. 3-01-358 MAPLEWOOD WATER TREATMENT AND GOLF COURSE IMPROVEMENTS REVISION NO. 2 WATER DETAILS 2 OF 2 SHT NO. DWG NO. C39 L M N W -12191531AIA SCANNED OCT 2 7 2006