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Home My WebLink About3540-19ALUMINO-7HERMIC WELD (TYP.ICAL 2 PLACES) SEE DETAIL CONCRETE TEST BOX SEE DETAILe -�ti 'tel ti _ I �--WARNING TAPE 2 EA. NO. 6 A WG STRANDED CU HMW/PE TEST LEADS NOTES: I. PROVIDE 18" SLACK WIRE AT WELD AND COILED IN TEST BOX. 2. BOTTOM OF TEST BOX SHALL BE NATIVE SOIL 00 NOT PLACE ROCK, GRAVEL OR SAND IN TEST BOX 3. 24" SQUARE x 4" THICK CONCRETE PAD REQUIRED AROUND TEST BOX IN UNPAVED AREAS NOT TO SCALE 2-N0. 2 AWG HMWPE BONDING WIRES ALUMINO-THERMIC WELD TYP.) SEE DETAIL 1 -NO. 2 AWG HMWPE BOND WIRE PRE -FORMED MASTIC WELD -CAP (TYP.) ALL WELDS uu STEEL PIPE OR D.I.P. VALVE, MECHANICAL CPLG. OR FLANGED JOINT NOZE 1. T%0 (2) BONDING WIRES REQUIRED ACROSS VALVE ONE (1) WIRE REQUIRED FROM PIPE TO VALVE 2. BONDING WIRES SHALL BE AS SHORT AS POSSIBLE J. ALUMINO-THERMIC WELDS SHALL BE 6" APART, MINIMUM. 4. APPLY PRIMER AND WELD CAP OVER ALL WELDS COAT ALL EXPOSED METAL WITH BITUMEN COATING. FU lm'�' 1 NOT TO SCALE STEP 1 STEP 2 STEP 3 4t CD I Eff-ii FILE SURFACE TO STRIP INSULATION HOLD WELDER FIRMLY BRIGHT METAL FROM WIRE WITH OPENING AWAY AND CLEAN FROM OPERATOR AND IGNITE STARTING POWDER h' CAST IRON TRAFFIC COVER MARKED 'CP TEST' HANDLE • STEP 4 STEP 5 GRAPHITE COVER O.D STARTING POWDER METAL POWDER METAL DISC CONCRETE GRAPHITE MOLD TRAFFIC RATEDY REMOVE SLAG COVER CONNECTION WITH FROM CONNECTION ELASTOMERIC WELD CAP" PLUS COAT WITH BITUMEN WIRE OR CABLE 8 �) d = 0.25' 1 1/2"t _1r BONDING ROD TO BE AWG 14 BOND WIRES (TIP..) EXOTHERMIC WELD (TYA.) INSTALLED AND O WELDED IN FIELD s SPIGOT END FAI MIN. PLAN VIEW N.TS. BELL END PIPE CA WELD TO SPIGOT 1 1/2"f GROUT IN FIELD JUMPER ROD CL Z -GASKET\ --FIELD, GROUT AFTER PIPE INTERIOR SURFACE PIPE IS INSTALLED SECTION A -A N. TS. DIAL TOLL FREE 1-800-227-2600 tio AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 9.18.03 T.O. ADDED NOTE 1. REV. I DATE BY DESCRIPTION 2d WELD TO BELL 0 BONDING ROD N. T. S NOZE: HOLD WELD A MAXIMUM OF X" FROM END OF ROD NOTES: 1. SEE TYPICAL RUBBER GASKET JOINT DETAIL FOR CONSTRUCTION OF JOINT. 2. FOR PIPEUNES 15" AND SMALLER IN DIAMETER, TWO BONDING RODS WILL BE REQUIRED PER RUBBER GASKET JOINT. FOR PIPELINES LARGER THAN 15" IN DIAMETER, THREE BONDING RODS WILL BE REQUIRED PER RUBBER GASKET JOINT J. ALL STEEL PIPE JOINTS SHALL BE BONDED, EXCEPT FOR WELDED JOINTS. 4. A RUBBER BALL SHALL BE USED TO PULL AND RUB SM007H THE CEMENT MORTAR APPLIED AT 714E INTERNAL JOINTS FOR PIPE 24" AND SMALLER HAND GROUT FOR PIPE LARGER THAN 24'. "rEEL PIPE 01 BOND JOINT DETAIL NOT TO SCALE Designed T.O. 6/20/03 Drawn L.E.G. 6/20/03 Checked T.O. 6 20/03 Data COATED PIPE EXOTHERMIC WELD PUSH ON OR MECHANICAL JOINT WELDER SECTION NOTES: I. WELD SHOWN IS FOR HORIZONTAL SURFACES FOR VERTICAL SURFACES, SIDEWELD IS REQUIRED. 2. ALL WIRE WELDS SHALL BE 6" APART, MINIMUM. 3 ALL EXPOSED METAL (STRUCTURE, WIRE AND WELD) SHALL BE COATED M TH BITUMINOUS COMPOUND PRIOR TO COATING REPAIR AND BACKFILLING . 4. STANDARD WELD CARTRIDGES SHALL BE USED FOR DUCTILE IRON AND STEEL SURFACES. FOR CAST IRON USE XF-19 ALLOY OR EQUIVALENT. 5. CEMENT MORTAR COATING REMOVAL FOR CAD WELD SHALL BE LIMITED TO 2-1/2"X2-1/2". THE COATING RE14OVED AREA. SHALL BE RECOATED WITH CEMENT MORTAR AFTER 817UMINOUS COATING FOR BURIED PIPE. REMOVE 4' SQUARE OF PIPE COA17NG TO MAKE WELD, GRIND OR POWER A8PADE TO BRIGHT METAL (IYP..) L-- 2 14 AWG HMWPE NO IN TLU BOND WIRES 1. COVER WELD WITH IHERMITE WELD CAP PER JOINT AND REPAIR EXISTING COATING TO COVER ALL EXPOSED METAL 2. BOND JUMPERS ARE REQUIRED FOR ALL RESTRAINT AND NON -RESTRAINT JOINS BONDING; JOINT D.I.P. BOND NOT TO SCALE NOT TO SCALE Al. ALL AIR AND VACUUM VALVES, CATHODIC PROTECTION TEST STATIONS (CPTS) AND BLOW -OFF OUTLET SHALL BE INSTALLED IN THE STREET RIGHT-OF-WAY BETWEEN THE FUTURE SIDEWALK AND STREET CURB, OR BEHIND THE FUTURE SIDEWALK IF THE SIDEWALK 1S ATTACHED TO THE STREET CURB, OR AS REQUIRED BY THE CITY OR COUNTY'S REPRESENTATIVES, REGARDLESS THE LOCATIONS OF THE APPURTENANCES SHOWN ON THE PLANS. PREPARED BY: SCALE Tettemer & ABeocietee AS SHOWN mroonsulting angInaar• %rSoolsshown below isone ENGINES" . NNAGEMENT . pip inch on oorri��final drawingQ. H NOT one =I on this est. 10 T[GMNplOYY ORfYE, IRYtN[, CALIFORNIA !![1[ adjust *miss amordingb. Tel c l01!) ![!-!!77 V.(11141111 0[l-1077 • dd�fa /;CdA [At O" � 1" INLAND EMPIRE UTILITIES AGENCY A Municipal Water District LOCATION MAILING ADDRESS 9400 Cherry Avenue. Building A Post Office Box 697 Fontana, California 92333 Rancho Cucamonga, Telephone (909) 357-0241 California 91730 NOT TO SCALE COVER WEIGHT 12 LBS BODY WEIGHT 54 LBS CHINO BASIN FACILITIES SHEET IMPROVEMENT PROJECT mi JURUPA BASIN FORCE MAIN 1 9OF 19 SITS CORROSION CONTROL DETAILS DWG. NUMBER 31iq0 Ar+Y 1 "A ?I01 a 1 N ALUMINO-7HERMIC WELD (TYP.ICAL 2 PLACES) SEE DETAIL CONCRETE TEST BOX SEE DETAILe -�ti 'tel ti _ I �--WARNING TAPE 2 EA. NO. 6 A WG STRANDED CU HMW/PE TEST LEADS NOTES: I. PROVIDE 18" SLACK WIRE AT WELD AND COILED IN TEST BOX. 2. BOTTOM OF TEST BOX SHALL BE NATIVE SOIL 00 NOT PLACE ROCK, GRAVEL OR SAND IN TEST BOX 3. 24" SQUARE x 4" THICK CONCRETE PAD REQUIRED AROUND TEST BOX IN UNPAVED AREAS NOT TO SCALE 2-N0. 2 AWG HMWPE BONDING WIRES ALUMINO-THERMIC WELD TYP.) SEE DETAIL 1 -NO. 2 AWG HMWPE BOND WIRE PRE -FORMED MASTIC WELD -CAP (TYP.) ALL WELDS uu STEEL PIPE OR D.I.P. VALVE, MECHANICAL CPLG. OR FLANGED JOINT NOZE 1. T%0 (2) BONDING WIRES REQUIRED ACROSS VALVE ONE (1) WIRE REQUIRED FROM PIPE TO VALVE 2. BONDING WIRES SHALL BE AS SHORT AS POSSIBLE J. ALUMINO-THERMIC WELDS SHALL BE 6" APART, MINIMUM. 4. APPLY PRIMER AND WELD CAP OVER ALL WELDS COAT ALL EXPOSED METAL WITH BITUMEN COATING. FU lm'�' 1 NOT TO SCALE STEP 1 STEP 2 STEP 3 4t CD I Eff-ii FILE SURFACE TO STRIP INSULATION HOLD WELDER FIRMLY BRIGHT METAL FROM WIRE WITH OPENING AWAY AND CLEAN FROM OPERATOR AND IGNITE STARTING POWDER h' CAST IRON TRAFFIC COVER MARKED 'CP TEST' HANDLE • STEP 4 STEP 5 GRAPHITE COVER O.D STARTING POWDER METAL POWDER METAL DISC CONCRETE GRAPHITE MOLD TRAFFIC RATEDY REMOVE SLAG COVER CONNECTION WITH FROM CONNECTION ELASTOMERIC WELD CAP" PLUS COAT WITH BITUMEN WIRE OR CABLE 8 �) d = 0.25' 1 1/2"t _1r BONDING ROD TO BE AWG 14 BOND WIRES (TIP..) EXOTHERMIC WELD (TYA.) INSTALLED AND O WELDED IN FIELD s SPIGOT END FAI MIN. PLAN VIEW N.TS. BELL END PIPE CA WELD TO SPIGOT 1 1/2"f GROUT IN FIELD JUMPER ROD CL Z -GASKET\ --FIELD, GROUT AFTER PIPE INTERIOR SURFACE PIPE IS INSTALLED SECTION A -A N. TS. DIAL TOLL FREE 1-800-227-2600 tio AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 9.18.03 T.O. ADDED NOTE 1. REV. I DATE BY DESCRIPTION 2d WELD TO BELL 0 BONDING ROD N. T. S NOZE: HOLD WELD A MAXIMUM OF X" FROM END OF ROD NOTES: 1. SEE TYPICAL RUBBER GASKET JOINT DETAIL FOR CONSTRUCTION OF JOINT. 2. FOR PIPEUNES 15" AND SMALLER IN DIAMETER, TWO BONDING RODS WILL BE REQUIRED PER RUBBER GASKET JOINT. FOR PIPELINES LARGER THAN 15" IN DIAMETER, THREE BONDING RODS WILL BE REQUIRED PER RUBBER GASKET JOINT J. ALL STEEL PIPE JOINTS SHALL BE BONDED, EXCEPT FOR WELDED JOINTS. 4. A RUBBER BALL SHALL BE USED TO PULL AND RUB SM007H THE CEMENT MORTAR APPLIED AT 714E INTERNAL JOINTS FOR PIPE 24" AND SMALLER HAND GROUT FOR PIPE LARGER THAN 24'. "rEEL PIPE 01 BOND JOINT DETAIL NOT TO SCALE Designed T.O. 6/20/03 Drawn L.E.G. 6/20/03 Checked T.O. 6 20/03 Data COATED PIPE EXOTHERMIC WELD PUSH ON OR MECHANICAL JOINT WELDER SECTION NOTES: I. WELD SHOWN IS FOR HORIZONTAL SURFACES FOR VERTICAL SURFACES, SIDEWELD IS REQUIRED. 2. ALL WIRE WELDS SHALL BE 6" APART, MINIMUM. 3 ALL EXPOSED METAL (STRUCTURE, WIRE AND WELD) SHALL BE COATED M TH BITUMINOUS COMPOUND PRIOR TO COATING REPAIR AND BACKFILLING . 4. STANDARD WELD CARTRIDGES SHALL BE USED FOR DUCTILE IRON AND STEEL SURFACES. FOR CAST IRON USE XF-19 ALLOY OR EQUIVALENT. 5. CEMENT MORTAR COATING REMOVAL FOR CAD WELD SHALL BE LIMITED TO 2-1/2"X2-1/2". THE COATING RE14OVED AREA. SHALL BE RECOATED WITH CEMENT MORTAR AFTER 817UMINOUS COATING FOR BURIED PIPE. REMOVE 4' SQUARE OF PIPE COA17NG TO MAKE WELD, GRIND OR POWER A8PADE TO BRIGHT METAL (IYP..) L-- 2 14 AWG HMWPE NO IN TLU BOND WIRES 1. COVER WELD WITH IHERMITE WELD CAP PER JOINT AND REPAIR EXISTING COATING TO COVER ALL EXPOSED METAL 2. BOND JUMPERS ARE REQUIRED FOR ALL RESTRAINT AND NON -RESTRAINT JOINS BONDING; JOINT D.I.P. BOND NOT TO SCALE NOT TO SCALE Al. ALL AIR AND VACUUM VALVES, CATHODIC PROTECTION TEST STATIONS (CPTS) AND BLOW -OFF OUTLET SHALL BE INSTALLED IN THE STREET RIGHT-OF-WAY BETWEEN THE FUTURE SIDEWALK AND STREET CURB, OR BEHIND THE FUTURE SIDEWALK IF THE SIDEWALK 1S ATTACHED TO THE STREET CURB, OR AS REQUIRED BY THE CITY OR COUNTY'S REPRESENTATIVES, REGARDLESS THE LOCATIONS OF THE APPURTENANCES SHOWN ON THE PLANS. PREPARED BY: SCALE Tettemer & ABeocietee AS SHOWN mroonsulting angInaar• %rSoolsshown below isone ENGINES" . NNAGEMENT . pip inch on oorri��final drawingQ. H NOT one =I on this est. 10 T[GMNplOYY ORfYE, IRYtN[, CALIFORNIA !![1[ adjust *miss amordingb. Tel c l01!) ![!-!!77 V.(11141111 0[l-1077 • dd�fa /;CdA [At O" � 1" INLAND EMPIRE UTILITIES AGENCY A Municipal Water District LOCATION MAILING ADDRESS 9400 Cherry Avenue. Building A Post Office Box 697 Fontana, California 92333 Rancho Cucamonga, Telephone (909) 357-0241 California 91730 NOT TO SCALE COVER WEIGHT 12 LBS BODY WEIGHT 54 LBS CHINO BASIN FACILITIES SHEET IMPROVEMENT PROJECT mi JURUPA BASIN FORCE MAIN 1 9OF 19 SITS CORROSION CONTROL DETAILS DWG. NUMBER 31iq0 Ar+Y 1 "A ?I01