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HomeMy WebLinkAboutS-218907In NZ Z W W N W I D DO 00 00 of a, N p 1.8' 2.4' 1.8' 2.5' 1 2" GAS W/ TAR WRAP \ � \� \\ \\1\�� �� '� \.mod' N N �p s � 8 D,I. a --- 12" D.I. 8 "x 8" TEE �-�9- il�- ,L'---- -0%- �,r--- - - - - -- i I 24 -4" TEL. DUCTS L• -' _J �� CAST IN CONCRETE, DEPTH UNKNOWN 12" MECH. TRANSITION COUPLING 6" MIN. CLEARANCE A W/ ETHAFOAM PAD / BEFORE (EXISTING CONDITIONS) V-- CONCRETE BLOCKING PER CITY OF RENTON BASED ON CITY OF RENTON RECORDS AFTER STANDARD DETAILS 1 MAIN AVE. S. & S. 2ND ST. WATER CONNECTION — SECTION 9 NO1 TO SCALE CROSS OVER EX. WATERMAIN WITH: 2 -12" 22 112° VERTICAL BEND (MJ) 1 -12 "x 8" TEE (MJ x FL) 1 -8" GATE VALVE (FL x MJ) 5 LF -12" DI �F (POLYWRAPPED) 1 -12 "x 12" CROSS (MJ) ®•} 1 - 12" PLUG (MJ) 1 -12" GATE VALVE ASSY. AND VAULT PER CITY OF RENTON STD. DETAIL 2 -12" NIPPLE, DI (LENGTH TO FIT) 1 -12" MECH. TRANSITION COUPLING CONNECT TO EX. 8" WATER WITH: 1 -8" MECH. TRANSITION COUPLING 3 -8" NIPPLE, DI (LENGTH TO FIT) 45° VERTICAL BENDS (MJ) 1 -12 7x 12" CROSS (MJ x FL) VERTICAL 2 -8" -12" BLIND FLANGE, ONE TAPPED 2" 1 -2" CORPORATION STOP 1- TEMPORARY 12" PLUG W/ 2' BLOW - OFF ASSY. AND BLOCKING AS REQ'D REMOVE EX. GATE VALVE AND CROSS. ABANDON EX. 8" Cl WITH: 1 -8" CAP (MJ) ®L Ln F-,I 12" DI SEE DETAIL 4 FOR PAVEMENT $ REPAIR SAWCUT PAVEMENT SAWCUT 6' (PAY LIMIT) u n a o0 NEW S.S. 1 -12" GATE VALVE ASSEMBLY (DIRECT BURY, 2" BY -PASS) PER CITY OF RENTON STD. 24 - 4' TELEPHONE DUCTS SELECT IMPORTED o CAST IN CONCRETE. FIELD DETAIL a 'VERIFY SIZE & DEPTH. TONAL PAVEMENT SURFACE � I2 -12" 22 1/2° VERTICAL BEND (MJ) TESTS CONNECT TO 12" CROSS WITH: owrESaio�iee 0_ 12 -12" NIPPLE, DI (LENGTH TO FIT) 8't (FIELD VERIFY) -H j I1 -12" MECH. TRANSITION COUPLING Y 7) 1 -12" SLEEVE (MJ) 12" 22 1/2' VE )T. w EXIST. = NOTE: ALL FITTINGS TO HAVE CONCRETE BLOCKING ( BEND (MJ TYP. 12 D.I. " � 12" D.I. a-_- -_- AFTER WASTEWATER UTILITY DATE BEFORE 12" MECH. TRANSITION COUPLING 6" MIN. CLEARANCE A W/ ETHAFOAM PAD / BEFORE (EXISTING CONDITIONS) V-- CONCRETE BLOCKING PER CITY OF RENTON BASED ON CITY OF RENTON RECORDS AFTER STANDARD DETAILS 1 MAIN AVE. S. & S. 2ND ST. WATER CONNECTION — SECTION 9 NO1 TO SCALE CROSS OVER EX. WATERMAIN WITH: 2 -12" 22 112° VERTICAL BEND (MJ) 1 -12 "x 8" TEE (MJ x FL) 1 -8" GATE VALVE (FL x MJ) 5 LF -12" DI �F (POLYWRAPPED) 1 -12 "x 12" CROSS (MJ) ®•} 1 - 12" PLUG (MJ) 1 -12" GATE VALVE ASSY. AND VAULT PER CITY OF RENTON STD. DETAIL 2 -12" NIPPLE, DI (LENGTH TO FIT) 1 -12" MECH. TRANSITION COUPLING CONNECT TO EX. 8" WATER WITH: 1 -8" MECH. TRANSITION COUPLING 3 -8" NIPPLE, DI (LENGTH TO FIT) 45° VERTICAL BENDS (MJ) 1 -12 7x 12" CROSS (MJ x FL) VERTICAL 2 -8" -12" BLIND FLANGE, ONE TAPPED 2" 1 -2" CORPORATION STOP 1- TEMPORARY 12" PLUG W/ 2' BLOW - OFF ASSY. AND BLOCKING AS REQ'D REMOVE EX. GATE VALVE AND CROSS. ABANDON EX. 8" Cl WITH: 1 -8" CAP (MJ) ®L Ln F-,I 12" DI SEE DETAIL 4 FOR PAVEMENT $ REPAIR SAWCUT PAVEMENT SAWCUT 6' (PAY LIMIT) u n a o0 NEW S.S. 1 -12" GATE VALVE ASSEMBLY (DIRECT BURY, 2" BY -PASS) PER CITY OF RENTON STD. o SELECT IMPORTED o \ \ \i DETAIL LL PER e DETAIL $ DETAIL a SEE DETAIL FOR PIPE e BEDDING $ 6" SANITARY SIDE SEWER PIPE 2 SIDE SEWER TRENCH SECTION 9 NOT TO SCALE S v R D E S I G N C O M P A N Y 911 Western Avenue Suite 302 Seattle, WA 98104 Phone 206.223.0326 CROSS OVER EX. NEW S.S. 1 -12" GATE VALVE ASSEMBLY (DIRECT BURY, 2" BY -PASS) PER CITY OF RENTON STD. NEW SS LJ e Fo `Q SAN. SEWER WITH: DETAIL AFTER PRESSURE AND PURITY TONAL 6 LF -12" DI � I2 -12" 22 1/2° VERTICAL BEND (MJ) TESTS CONNECT TO 12" CROSS WITH: owrESaio�iee (POLYINRAPPED)- 12 -12" NIPPLE, DI (LENGTH TO FIT) 2 -12" NIPPLE, DI (LENGTH TO FIT) I1 -12" MECH. TRANSITION COUPLING 1 -12" SLEEVE (MJ) RECOMMENDED FOR APPROVAL NOTE: ALL FITTINGS TO HAVE CONCRETE BLOCKING PLAN REVIEW DATE PER CITY OF RENTON STANDARD DETAILS. AFTER WASTEWATER UTILITY DATE BEFORE WATER UTILITY DATE CITY OF RENTON a MAIN AVE. S. & S. 3RD ST. WATER CONNECTION — PLAN DEPARTMENT OF PUBLIC WORKS S NOT TO SCALE MAIN AVENUE SOUTH UTILITIES REPLACEMENT DETAILS p CALL. 48 HOURS DESIGNED: MAK OATS: 3 OCT 199, E NAME: 9J006 MFlINDEI7 DRAWN: JZ /PMB BEFORE YOU DIG CHECKED: NS SCALE:A; NOTFFI FlEll eaoK: w w/' —27- 2/69 1-800-424-5555 NO. REVISION BY APPR. DATE APPROVED: SHEEP: 9 OF: 9 ROLL . 149 371