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HomeMy WebLinkAboutWTR2703196.3I — LiJ Q z LEI 3 0 LC D_ WATER MAIN 2" CLOSE NIPPLE 2" 90, ELBOW - CONCRETE BLOCKING TWO PIECE CAST IRON VALVE EQUAL TO OL.YMPIC FOUNDRY CO. STANDARD 8"' TOP SECTION, WITH REGULAR BASE SECTION LENGTH TO FIT. 2" GATE VALVE SCREWED 2" GALVANIZED PIPE 12" LONG 2" CLOSE NIPPLE BETWEEN CAP OR PLUG AND 2" 90° ELBOW INSTAL 4 MIL POLYETHYLENE PLASTIC COVER OVER WASHED GRAVEL. CUT HOLE FOR PIPE IF ADDITIONAL ADJUSTMENT IS REQUIRED, INSTALL 2-2" CLOSE NIPPLE AND 2-2" 90° BEND, SCREWED AT THIS POINT. FIELD LOCATE CONCRETE METER BOX 2" CLOSE NIPPLE 2'3 90' ELBOW 2" GALVANIZED PIPE AS REQUIRED PLAN VALVE NUT EXTENSION AS REQUIRED (SEE DWG BR46 / PAGE B090) GROUND LINE 6" MAX. 407 j.: ��-l/2" NST (HOSE) CONCRETE SIDEWALK BLOW -OFF HYDRANT EQUAL TO #78 KUPFERLE FOUNDRY CO, 2"x2"x2" TEE J 2" CLOSE NIPPLE BEWTEEN TEE AND 90' ELBOW, 2" 90' ELBOW ® 2" GALVANIZED PIPE 1 R" I ow 0 „070. u v 0. 0 O �� O 18" MAX, a. o'o°o ,�°. i ©p010 - i 00(� o 'so 10 CIJ. FT, WASHED GRAVEL PASSING 1-1/2" AND RETAINED ON 1 /4" MESH FOR DRAIN ELEVATION 12/96 Added valve nut extension. Reformoied to 11"07" DATE REVISION 2" BLOW OFF NTS 13"x24" PLASTIC METER BOX EQUAL TO MID —STATES PLASTIC, INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE IRON DIAMOND PLATE COVER EQUAL TO MID —STATES PLASTICS, INC. MSCBC-1324—R WITH READER LID AND 1-5/8" DRILLED HOLE FOR TOUCHREAD PIT LID (SEE DETAIL A —A) - PERMANENT 2g1 BLOW -OFF ASSEMBLY 2" CAP WITH 1 /8" S FOR 8" MAINS AND SMALLER;) TAP FOR DRAIN Y ADOPTED � CITY OF RENTON ;+! �,\ = STANiyhD PLANS FN-(® LST DATE: 12/96 DCV DRT BY APPR'D DWG. NAME: BR25A SP PAGE: B105 Z IN UNIMPROVED RIGHT OF z WAY INSTALL METER BOX AT ®' PROPERTY LINE WITH 12" w LONG COPPER TAILPIECE.. w 9" MIN iL 0-1 �� SIDEWALK 0 12" MAX FINISH GRADE -_,-- r;:: •�rs;;,�I: Q TOUCHREAD WATER s o METER TO BE SUPPLIED BY THE !11 36`° MIN COVER N �i U CITY -� TYPE "K" SOFT / COPPER TUBING \a,Ao V c2-1/2' / NEW DUCTILE IRON WATERMAIN CITY PIPING PRIVATE PIPING I d 2"_ I x �m� 0 Cv iF SERVICE LINE TO HOUSE IS L3/4" OR 1" TO BE INSTALLED IN THE FUTURE GALVANIZED INSTALL FORD C14-33 OR 44 FIDT PLUG COMPRESSION COUPLING LOOP DOWN TO CENTERLINE/F OF WATER MAIN TO PROVIDE SLACK IN COPPER COPPERSETTER FOR 5/8=x3/4` METER: FORD SERVICE LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215WCQQ33, OR MUELLER: 3/4-B-2470-2 WITH ANGLE BALL VALVE ON INLET AND SINGLE CHECK VALVE ON OUTLET CORPORATION STOP. FORD TAPERED THREAD COPPERSETTER FOR 1" METER: FORD VBH72-15W-44-44G, OR (CC). QUICK JOINT McDONALD BRASS: 21-415WCQ044, OR MUELLER: 1-B-2470-2 (3/4" F1000-3-G) OR AY MCDONALD 4701Q BOTH INLET AND OUTLET WITH PACK JOINT WITH GRIPPER. (1" F1000-4-G) OR AY MCDONALD 47010 PADLOCK WINGS ON INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL PACK -JOINT FITTINGS SHALL BE WITH QUICK JOINT. NOTE: ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY, EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES OF METER BOX, A• — A DRILL 1-5/8" DIA. HOLE FOR AMR - I — (AUTOMATIC METER READ) TOUCHREAD DEVICE 2-1/2" MIN. FROM NEAREST AND FRONT EDGE OF PIT LID TYPICAL NOTE: RIB ) THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB. 3/4" & 1" WATER SERVICE ADOPTED CITY OF RENTON STANDARD PLANS F �® LST DATE: 04/04 1 I n _AT r RFvisinrvi i Rv opoa n DWG. NAME: BR4 i SP PAGE: B106 NTS 9 Cramer Northwest Inc.. ENGINEERS, SURVEYORS & PLANNERS 945 N. CENTRAL, STE. #104, KENT, WA 98032 (253)852--4880 (local) or 1-(800)251-0189 (toll free) (253)852-4955 (fax) E-MAIL: cn!Ocramernw.com ,SETCTION 4, .T 23 N, R 5 ET TESTING DETAIL iii TEMPORARY " GALVANIZED PIPE AND 2" GATE VALVE 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 l� NEW WATER MAIN POLYPIG I SIZE OF VERTICAL CROSS SHALL BE THE SAME AS SIZE OF MAIN LINE VERTICAL CROSS (MJ X FL) ONE BLIND FLANGE ON TOP OF CROSS WITH 2" TAP & 2" TEMPORARY BLOW -OFF ASSEMBLY (REMOVE BLOW -OFF ASSEMBLY AND INSTALL 2" PLUG AFTER REMOVAL OF CLEANING "POLY -PIG") ONE BLIND FLANGE ON BOTTOM OF CROSS ONE PLUG (MJ) ON END OF CROSS CONCRETE BLOCKING ALL DEBRIS AND POLYPIGS SMALL BE' REMOVED FROM SUMP OF VERTICAL CROSS BEFORE DISINFECTION OF NEW WATER MAIN NEW D.I. WATER &NE TAPPING TEE (MJxFL) +PERT ICAL CR0SS(4jx L) FOR FUL FiGGING TAPPING GATE VALVE (FL X kj� 1-BLIND FLANGE ON TOP WITH 2" TAP AND 2"" PLUG TEMPORARY PLUG (MJ) WITH 2-INCH TAP I -BLIND FLANGE ON BOTTOM AND 2-INCH BLOW -OFF ASSEMBLY 0-PLUFG(WJ) iM` m; 2 "TAP & 2"' SLOW—UF F CONCRETE BLOCKING TEMPORARY BLOCK ItiUtiES: 1. TAPPING FEES SHALL BE MADE OF DUCTILE IRON OR EPDXY - COATED STEEL. 2. NO SIZE ON SIZE TAPS ON CAST-IRON WATER iLiNE,3. TAP SHALT, BE AT LEAST 2" SMALLER DIAMETER THAN THE EXISTING WAIN. J. NO WET TAP ON ASBESTOS CEMENT LINE OR STEEL LINE 4. WET -TAP SHALL BE DONE ONLY BY CITY -APPROVED CONTRAC OI_%_ 3. CONTRACTOR SHALL POTHOLE AND VERIFY TILE HORIZONTAL AND VERTICAL ALIGNMENT OF EXISTING a_INE OR STUB AND SHALL START LAYING THE NEW LINE AT THE SAME HORIZONTAL AND VERTICAL ALIGNMENT OF THE: EXISTING STUB. --- -- CITY FORCES WILL PERFORM HE FINAL CUNNECi1O1' FROM THE WATER LINE TO THE TAPPING VALVE WITH D.i. ! SLEEVE AND D.I. SPOOL r ; REVISION DATE REVISION BY A.PPR'D VERTICAL CROSS FINAL CONNECRON DETAIL NEW D.I. WATER LINE 0 AFTER ALL CLEANING BY POLYPIG, PRESSURE TESTING AND DISINFECTION, REMOVE TEMPORAY BLOCK & BLOW -OFF AND CONNECT TO VALVE WITH D.I. SLEEVE (MJ) & D.I. SPOOLS FINAL CONNECTION BY CITY FORCES WATER CONNECTION DETAIL WET -TAP EXISTING WATER MAIN Y p ADOPTED �= CITY OF RENTON �dm � STANDARD PLANS N -1; ® LST DATE: 06/2003 DWG. NAME: BRX7 SP PAGE: BXXX 94 WET TAP F� NTS 9 5, K R UFo Q.41 OF Wkl y p SURVEYED: SCALE: CNW VERTICAL: NAVD 1988 G� v HORIZONTAL: NAD 1983/1991 :j DESIGNED: }_— CITY OF LSK DRAWN: RENTON �PCIST�Rt`O\���y LS`< ONE INCH DATUM CHECKED', ^„ AT FULL SCALE Planning/Building/Public Works De t. IF NOT ONE INCH P EXPIRES 1 . 1/26/20051 NO. REVISION BY DATE AP P R APPROVED' SCALE ACCORDINGLY --- 4 ® d 4 d , s � v A �� A e: WATER MAIN POL;YPIGGING STATION VERTICAL CROSS FOR POLYPIGGING Y ADOPTED U '� CITY OF RENTON AMIN STANDARD PLANS N -t O� LST DATE: 06/2003 DWG. NAME: BRX5 SP PAGE: B 1 1 4 RECOMMENDED FOR APPROVAL. BY: DATE: BY: BATE: BY: DATE: BY: DATE: DATE: DALPAY SHORT PLAT 9-28-04 FOR JIM DALPAY FIELDBOOK: PAGE: WATER DETAILS 9 9 OF: 9 iov r/p . 2; - ,?oFD6 SCANNED APR 2 2 10, Al-ININININJAIAI