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HomeMy WebLinkAbout2034-34_1r PIPE ZONE BACKFILL, I" MAXIMUM TRENCH BOTTOM WIDTH MINIMUM FEET MAXIMUM•FEET) 12 OR LESS TRENCH BACKFILL, B" MAXIMUM 2.6 SIZE IN ACCORDANCE WITH BASIC 2.5 SIZE IN LAYERS NOT EXCEEDING 3.0 PIPELINE SPECIFICATIONS./3` 30 THRU 36 4.0 IN DEPTH IN ACCORDANCE '• '; •: '; ; COMPACTED TO 90% RELATIVE 6 � WITH BASIC PIPELINE SPECIFI- • o;• • • ; • COMPACTION MINIMUM. -- z CATIONS. COMPACTED TO 90% . , • • ,• ,•O • .� O• . .Q• w RELATIVE COMPACTION MINIMUM. x DIRT SHIELD ---------= ------ m III GUIDE (TYP,) ' a v 3 w 14 - 20 1_ u • WELDED STEEL WATERMAIN ONLY 7"O.II x V4" PLATE .;;•,'•� z w GROUND SURFACE l" FLAT WASHER (LOOSE ON TOP OF PLATE) -AT 36 ON CENTER40 d WITH 1 1/8" '•'' (IMPROVED OR UNIMPROVED) on ` x-�-:• I-- - ♦ b • CENTER HOLE • L , r, o LOCATOR WIRE I"FLAT WASHER(WELDED TO SHAFT) . 11 3. A ''' BASE, 4 SQUARE 3 (ASBESTOS CEMENT PIPE ONLY) 14 : y y ; SS.OPE TO DRAIN TYPE_ H a o �•�.• • •n•; °D PLACE AGAINST UNDISTURBED DIRECT BURIAL CABLE No 4 REINFORCING BAR / 10'- 0" MAX. - 'E Wz (IF SPECIFIED) (EACH CORNER) CONTINOUS ,. .• •, .. ` ••� °D ASBESTOS CEMENT ,ABLE SHALL BE INSTALLED WITHIN I° SCHEDULE 40 '': • .';; .: '•s ' :' o ••• . o •' ' y COMPACTION, MINIMUM. a �'e CENTER AND PLUMB VALVE BOX OVER VALVE OPERATING NUT. OR WELDED STEEL WATERMAIN. 3 z NOTES 1) PIPE ENCASEMENT SHALL BE PROVIDED WHERE SPECIFIED. PIPE ENCASEMENT SHALL DE PLACED ON UNDISTURBED OR COMPACTED EARTH AND AGAINST CLEAN PIPE. n: B" 1. 0. X 9-3/4" 0. D. (MAXIMUM) 2) ALL BARS SHALL BE DEFORMED, OVERLAP SHALL BE 2011, MINIMUM. ALL BARS SIIALL BE ! 3" MINI -MUM CLEARANCE ALONG,RUN, AT BEND OR AT END. 3) IF ANY APPURTENANCES ARE RCQUIRED WITHIN LIMITS OF PIPE ENCASEMENT, ENCASEMENT SHALL BE FORMED CLASS 150 ASBESTOS CEMENT, DESIGN FLOWUNE 4) PIPE SIIALL BE RESTRAINED AGAINST FLOTATION DURING PLACEMENT OF CONCRETE AND IT SIIALL BE RELAID IF IT IS ALLOWED TO RISE ABOVE SPECIFIED GRADE. CONCRETE PIPE CYLINDER OR PROVIDE UNIFORM BEARING m SCH. 40 PVC w N DIRT SHIELD A GUIDE (TYP.) FOR STEEL PIPE ON BOTTOM / W �j OF TRENCH. �` , / / a c a / x • / §--. « /~ / a a REEVE VALVE BONNET. / BOTTOM OF TRENCH o O WATERMAIN NOTES r TOP OF MOUND 1) EXTENSION ROD REQUIRED WHENEVER TOP OF VALVE IS 3' OR MORE BELOW FINISHED GROUND •SURFACE. WHEN EXTENSION ROD IS REQUIRED, OPERATING NUT SIIALL BE 12" BELOW TOP OF TRAFFIC BOX. REQUIRED LENGTH FOR EXTENSION ROD SHALL DE DETERMINED BY FIELD MEASUREMENT. 1 OPERATING NUT CAP 1/2" TO 3/4" IN FROM END. EXTENSION ROD SIIALL DE DRIVEN ON OPERATING NUT PROVIDE MOUNDS OF SELECT ,_•,• _•(-, ,_„ •� •: _ ; �-• _ , .,,_ 3) TRAFFIC BOX COVERS FOR FIRE HYDRANT INSTALLATIONS SHALL DE PAINTED IN' ACCORDANCE WITH THE UASIC PAINTING SPECIFICATIONS. THE FINAL TWO COATS SHALL DE SUNSET YELLOW (RUST•-OLEUM NUMBER EXCAVATED MATERIAL FOR T ASBESTOS CEMENT PIPE TRENCH BOTTOM WIDTH `DIRECT BURIAL CABLE UNLESS PERMITTED OTPERWISE • (IF SPECIFIED) PIPE DIAMETER (INCHES) TRENCH BOTTOM WIDTH MINIMUM FEET MAXIMUM•FEET) 12 OR LESS 2.0 2.6 14 THRU111 2.5 3.5 20 THRU 27 3.0 4.0 30 THRU 36 4.0 3.0 NOTES 1) PIPELINE COVER SWILL BE 30- MINIMUM FOR PIPELINES 10• IN DIAMETER OR LESS. PIPELINE COVER SHALL, BE 36- MINIMUM FOR PIPELINES 120 IN DIAMETER OR GREATER. 2) TRENCH SIDES SIIALL BE SLOPED OR SHORED IN ACCORDANCE WITH OSItA CONSTRUCTION SAFETY ORDERS FOR TRENCH DEPTHS 5' AND GREATER. 3) ALL EXISTING PAVEMENT SHALL BE SAW CUT PRIOR TO TRENCIIINC. AND WHERE TRENCH SIDES SLUFF AND PAVEMENT BREAKS AWAY. IT SHALL BE SAW CUT PRIOR TO PERMANENT PAVEMENT'IttPA1R. ALL PAVEMENT SHALL At REMOVED MON TRENCH UNLESA IT IS PULVERIZED. 4) LOCATOR WIRE FOR ASBESTOS CEMENT PIPE SHALL BE 14 GAGE COPPER WIRE. IT .SHALL BE CONTINUOUS ALOI'IG TILE PIPELINE AND LOOPED AR6uND THE PIPE AT EACH JOINT. S) WHERE BOTTOM OF EXCAVATION IS IN ROCK WHICH CANNOT BE EXCAVATED TO PROVIDE UNIFORM BEARING FOR THE PIPE, TRENCH SHALL BE OVEREXCAVATED B• MINIMUM AND REFILLED WITH SELECT EXCAVATED MATERIAL OR IMPORTED BACKFILL MATERIAL COMPACTED TO 90% MINIMUM RELATIVE COt(PACTION. 6) WHENEVER BOTTOM OF TRENCH IS INSUFFICIENTLY STABLE TO PROVIDE A SUITABLE FOUNDATION FOR THE PIPE, TRENCH SIIALL BE OVEREXCAVATED AS SPECIFIED AND REFILLED WITH SELECT EXCAVATED .MATERIAL OR IMPORTED BACKFILL MATERIAL COMPACTED TO 90% MINIMUM REIATIVE COMPACTION.' 7) WHENEVER EXISTINC CURBS ARE BEING USED FOR GRADE CONTROL, PIPELINES SHALL BE. LAID ON PROJECTED CONTINUOUS SLOPES THROUGH LOCALIZED HILLS, HUMPS AND MOUNDS AS AT STREET INTERSECTIONS AND CHANNEL BERMS. PIPELINE GRADES SHALL BE SELECTED TO MAINTAIN MINIMUM COVER WITH CONTINUOUS PIPELINE SLOPE. -PIPELINE TRENCH DEPTHS SIIALL BE INCREASED TO ACCOMPLISH SAME AND PIPELINE COVER SHALL BE INCREASED ACCORDINGLY.. B) WHENEVER EXISTING UTILITY FACILITIES. EXCEPT SEWERS. ARE ENCOUNTERED. PIPELINES SIIALL CLEAR THEM BY 6 - MINIMUM. BOTH HORIZONTALLY AND VERTICALLY, CONSISTENT WITH ABOVE PIPELINE REQUIREMENTS. PIPELINE! SHALL CLEAR SEWERS IN ACCORDANCE WITH STANDARD DRAWING W102. SPECIFIED CLEARANCES OR SEPARATIONS SHALL NOT BE REDUCED UNLESS ORDERED OR PERMITTED BY OWNER. PIPELINES SIIALL NOT BE IN CONTACT WITH OR REST AGAINST OTHER UTILITY FACILITIES. , PIPELINE TRENCH STANDARD DRAWING WI01 REVISION 8Y DATE IMPROVED GROUND SURFACE STEEL FLANGE COUPLING ADAPTER. "ROCKWELL NO. 91211 "DRESSER" OR APPROVED EQUAL FOR ASBESTOS CEMENT WATERMAIN INSTALLATION. FINISHED UNIMPROVED.- GROUND NIMPROVED_ GROUND SURFACE •. : o;.'•' ,: ':els ' ' ' •: VALVE BOX INSTALLATION PER STANDARD DRAWING I A.W.W.A. C-504 FLANGED BUTTERFLY VALVE SHORT BODY EPDXY LINED AND CbATED (I2 MILS) FLANGE REQUIRED FOR WELDED %- STEEL WATERMAIN INSTALLATION. -[.�,1>� o /•o ._ �. O _ O ASBESTOS CEMENT WATERMAIN z' WELDED STEEL WATERMAIN Ov F- ' a:( VI NOTES �' 1) BUTTERFLY VALVES SIIALL COMPLY WITH AWWA C-504 WITI1 SHORT BODY LAYING LENGTH AND 150 PSI RATED WORKING PRESSURE. VALVES SHALL BE DRESSER, KENNEDY, HULLI.ER, PRATT,OR APPROVED EQUAL. VALVES SHALL OPEN WITH COUNTERCLOCKWISE ROTATION OF OPERATING VUT. , 2) BOLTS SIIALL BE STANDARD IFEX HEAD I•IACIIINE PER. ASTM -307, GRADE "B". ILEX NUTS SIIALL BE COLD -PRESS SEMI- FINISHED STEEL PER ASTM A-194, GRADE "211". TIIRFADS SIIALL BE LUBRICATED WITH GRAPHITE AND OIL. AFTER INSTALLATION, ALL EXPOSED STEEL SIIALL BE FIELD COATED WITH AN APPROVED BITUIIASTIC. 3) VALVE SIIALL BE LOCATED SO THAT OPERATOR AND OPERATING HUT ARE SITUATED ON STREET OR EASEHENT CENTERLINE SIDE OF VALVE. BUTTERFLY VALVE INSTALLATION �I 7 .rrnunaan nanwwt; wain REVISION BY DATE rnv.-wo., WATERMAI I` MINIh CROSSING CONDITION 1 FINISHED GROUND SURFACE --•1' MINIMUM PROPOSED WATERMAIN PROPOSED WATERMAIN -ABOVE EXISTING SEWER PROPOSED WATERMAIN BELOW EXISTING SEWER • 1) IF ONE FOOT MINIMUM CLEARANCE IS. MAINTAINED, NO 1) WELDED STEEL WATERMAINS SIIALL HAVE FULLY WELDED SPECIAL CONSTRUCTION CONDITIONS ARE REQUIRED. JOINTS A DISTANCL OF 10' EACH SIDE OF SEWER. 2) ASBESTOS C9MENT WATERMAINS SHALL DE PLACED INSIDE STEEL CASINGS (WITH FULLY WELDED JOINTS) A DISTANCE OF 10' EACH SIDE OF SEWER. VOID BETWEEN CASING ,AND WATERMAIN SHALL BE FILLED SOLID WITH GROUT. 3) CROSSING SHALL DE APPROVED BY STATE DEPARTMENT OF HEALTH SERVICES. .PARALLEL CONDITION FINISHED GROUND SURFACE z: CII ZONE A - NO WATERMAINS SIIALL BE CONSTRUCTED WITHOUT SPECIAL PE-RI4I5SION FROM STATE DEPAIrI14ENT OF HEALTH SERVICES. ZONE B - IF SEWER IS EXTRA -STRENGTH VITRIFIED CLAY PIPE WITH COMPRESSION JOINT'S, NO SPECIAL CONSTRUCTION C014DITIONS APPLY. OTHEIU11ISE WATE101AIN SIIALL BE CLASS 200 PIPE OR EQUIVALLN'T'. ZONE C -- NO SVECIAL CONDI'T'IONS RCQUIn-D. WATER MAIN CROSSING EXISTING SEWER STANDARD DRAWING W102 REVISION BY DATE 10-1/4" DIA. TRAFFIC BOX, BROOKS N44• TT, SERIES, QUICKSET OR APPROVED EQUAL SET VALVE COVER 1/0" TO 1/4" BELOW FINISHED ROAD SURFACE SAME SLOPE AS ROAD FINISHED ROAD SURFACE ---\ FINISHED UNIMPROVED GROUND SURFACE VALVE. BOX INSTALLATION... RE -VISION BY DATE STANDARD DRAWING WIII w z BACKFILL PER STANDARD DRAWING WIO ( w z w v z • v GROUND SURFACE /(IMPROVED OR UNIMPROVED) ■ '�rl��`..,rtf�,f�'�'�tl"�Y•;�;� `'!{.. .,, tl � • , DESCRIPTION 1 .'•' •,, . 6•• •0• i6�.��q, w. nt � .a � 2 `-IZ' MINIMUM ANNA CIM -3 D FIA_Nf',r. • _ VAAirs 10 GAGE CF)4F2rr MORTAR LIItED AND CI)IEtIY ItOATAR COATPD HFI,D_F.D f._TFF,1. PIPE APR) FI7TIIICu. 10 GALT. CF24F.NP MORTAR LiNFD AND COWIT MORTAR_COATFO WFLDFD ; TPEL PLVIPFR WRI-L. CLASS A (3250 PS.I., 6.0 SACK) : : • •. ;' e'; ' '• •: '• '; •: '; ; •. ' 6 1 ,CONCRETE ENCASEMENT '. • o;• • • ; • - -- CLASS C (2000 PS.I. , 4.5 SACK) CONCRETE ;'i •`o ; . , • • ,• ,•O • .� O• . .Q• 2" SQ. OPERATING NUT TRAFFIC VAULT PER STANDARD DMMING W142. x DIRT SHIELD ---------= ------ m III GUIDE (TYP,) ' a I"DIAMETER STEEL EXTENTIOFI� IOD PAINT WITH 3 w 14 - 20 1_ -i PRIMER A R FABRICATION. WELDED STEEL WATERMAIN ONLY 7"O.II x V4" PLATE .;;•,'•� :';•••• ,A'•• l" FLAT WASHER (LOOSE ON TOP OF PLATE) -AT 36 ON CENTER40 d WITH 1 1/8" '•'' TO DAYLIGHT on ` x-�-:• I-- - ♦ b • CENTER HOLE • L , r, o BUTTERFLY I"FLAT WASHER(WELDED TO SHAFT) . 11 3. A BASE, 4 SQUARE 3 �\ 14 : y y ; SS.OPE TO DRAIN TYPE_ H 12" TJ MCK �•�.• • •n•; °D PLACE AGAINST UNDISTURBED DIRECT BURIAL CABLE No 4 REINFORCING BAR / 10'- 0" MAX. m EARTH, OR REPLACED EARTH HAVING 90% RELATIVE �' (IF SPECIFIED) (EACH CORNER) CONTINOUS ,. .• •, .. ` ••� °D ,ABLE SHALL BE INSTALLED WITHIN I° SCHEDULE 40 '': • .';; .: '•s ' :' o ••• . o •' ' y COMPACTION, MINIMUM. P. V.C. TUBE. CENTER AND PLUMB VALVE BOX OVER VALVE OPERATING NUT. TRENCH WIDTH PER STANDARD DRAWING WI01 3 \ NOTES 1) PIPE ENCASEMENT SHALL BE PROVIDED WHERE SPECIFIED. PIPE ENCASEMENT SHALL DE PLACED ON UNDISTURBED OR COMPACTED EARTH AND AGAINST CLEAN PIPE. n: B" 1. 0. X 9-3/4" 0. D. (MAXIMUM) 2) ALL BARS SHALL BE DEFORMED, OVERLAP SHALL BE 2011, MINIMUM. ALL BARS SIIALL BE ' 3" MINI -MUM CLEARANCE ALONG,RUN, AT BEND OR AT END. 3) IF ANY APPURTENANCES ARE RCQUIRED WITHIN LIMITS OF PIPE ENCASEMENT, ENCASEMENT SHALL BE FORMED CLASS 150 ASBESTOS CEMENT, 4) PIPE SIIALL BE RESTRAINED AGAINST FLOTATION DURING PLACEMENT OF CONCRETE AND IT SIIALL BE RELAID IF IT IS ALLOWED TO RISE ABOVE SPECIFIED GRADE. CONCRETE PIPE CYLINDER OR m SCH. 40 PVC DIRT SHIELD A GUIDE (TYP.) 1 WELD DEAD ON INSIDE OF OPERATING NUT CAR x TO BEAR ON VALVE HOUSING -' REEVE VALVE BONNET. w o O WATERMAIN NOTES r !OX 1) EXTENSION ROD REQUIRED WHENEVER TOP OF VALVE IS 3' OR MORE BELOW FINISHED GROUND •SURFACE. WHEN EXTENSION ROD IS REQUIRED, OPERATING NUT SIIALL BE 12" BELOW TOP OF TRAFFIC BOX. REQUIRED LENGTH FOR EXTENSION ROD SHALL DE DETERMINED BY FIELD MEASUREMENT. 2) EXTENSION ROD SIIALL BE ATTACHED TO VALVE OPERATING NUT BY WELDING SMALL BEAD AROUND INSIDE OF OPERATING NUT CAP 1/2" TO 3/4" IN FROM END. EXTENSION ROD SIIALL DE DRIVEN ON OPERATING NUT TO PRODUCE A TIGHT FRICTION FIT. I 3) TRAFFIC BOX COVERS FOR FIRE HYDRANT INSTALLATIONS SHALL DE PAINTED IN' ACCORDANCE WITH THE UASIC PAINTING SPECIFICATIONS. THE FINAL TWO COATS SHALL DE SUNSET YELLOW (RUST•-OLEUM NUMBER 7745): VALVE. BOX INSTALLATION... RE -VISION BY DATE STANDARD DRAWING WIII w z BACKFILL PER STANDARD DRAWING WIO ( w z w v z • v GROUND SURFACE /(IMPROVED OR UNIMPROVED) ■ PIPE ENCASEMENT STANDARD DRAWING WI03 REVISION BY DATE 4. O.D./2 . 21" 4` . 0 �� 6� • 0" MINIMUM MINIMUM MINIMUM TYPE I BLOWOFF 11 _ FINISHED GROUND SURFACE ' ".. .. 1NUMDea REQUIRED , DESCRIPTION 1 1 FLANGED TANGENTIAL SIDE. O(MET ON WELDED STEEL NATEINAIN OR FLANGED CAST IRON TEE KITH FLANGED CA•4T IRON 45- F.I.L OtN ASMIT0.4 CFNFNI' NATRRMAIN. 2 `-IZ' MINIMUM ANNA CIM -3 D FIA_Nf',r. • _ VAAirs 10 GAGE CF)4F2rr MORTAR LIItED AND CI)IEtIY ItOATAR COATPD HFI,D_F.D f._TFF,1. PIPE APR) FI7TIIICu. 10 GALT. CF24F.NP MORTAR LiNFD AND COWIT MORTAR_COATFO WFLDFD ; TPEL PLVIPFR WRI-L. CLASS A (3250 PS.I., 6.0 SACK) : : • •. ;' e'; ' '• •: '• '; •: '; ; •. ' 6 1 ,CONCRETE ENCASEMENT '. • o;• • • ; • ,:' . , . O . , p '•. �:':� ;'i •`o ; . , • • ,• ,•O • .� O• . .Q• I" CRUSHED ROCK TRAFFIC VAULT PER STANDARD DMMING W142. 11 .. a 4" STANDARD WEIGIIT BLACK STEEL 0° ELL. 3 BASE, 4 FEET SQUARE 14 - 20 1_ -i AIR VALVE COVER AND COVER PAD PER STANDARD DRAW N WELDED STEEL WATERMAIN ONLY No 4 VEINFORCING BAR ••o•' .;;•,'•� :';•••• ,A'•• 24 - -AT 36 ON CENTER40 z '•'' TO DAYLIGHT on ` x-�-:• I-- - ♦ b - " .I. • '' ' • •,' e • • ' r, 3" CLEARANCE MINIMUM BUTTERFLY G . 1. 3. A BASE, 4 SQUARE 3 �\ :d •°•, : y y ; SS.OPE TO DRAIN TYPE_ H 12" TJ MCK �•�.• • •n•; • z •• DIRECT BURIAL CABLE No 4 REINFORCING BAR / • ', . ' ' ,/ �•" • u • q, •• •° ; \� (IF SPECIFIED) (EACH CORNER) CONTINOUS ,. .• •, .. ` ••� °D ,ABLE SHALL BE INSTALLED WITHIN I° SCHEDULE 40 '': • .';; .: '•s ' :' o ••• . o •' P. V.C. TUBE. TRENCH WIDTH PER STANDARD DRAWING WI01 NOTES 1) PIPE ENCASEMENT SHALL BE PROVIDED WHERE SPECIFIED. PIPE ENCASEMENT SHALL DE PLACED ON UNDISTURBED OR COMPACTED EARTH AND AGAINST CLEAN PIPE. 2) ALL BARS SHALL BE DEFORMED, OVERLAP SHALL BE 2011, MINIMUM. ALL BARS SIIALL BE FULLY ENCASED WITH 3" MINI -MUM CLEARANCE ALONG,RUN, AT BEND OR AT END. 3) IF ANY APPURTENANCES ARE RCQUIRED WITHIN LIMITS OF PIPE ENCASEMENT, ENCASEMENT SHALL BE FORMED (TIMBER OR SAND BAGS) SO TIIAt ACCESS IS AVAILABLE TIIERETO. 4) PIPE SIIALL BE RESTRAINED AGAINST FLOTATION DURING PLACEMENT OF CONCRETE AND IT SIIALL BE RELAID IF IT IS ALLOWED TO RISE ABOVE SPECIFIED GRADE. PIPE ENCASEMENT STANDARD DRAWING WI03 REVISION BY DATE 4. O.D./2 . 21" 4` . 0 �� 6� • 0" MINIMUM MINIMUM MINIMUM TYPE I BLOWOFF 11 _ FINISHED GROUND SURFACE ' ".. .. Lot ift: POSITION OF BLOWOFF �% ti n';a UL OUTLET AS DIRECTED ' PUMPER WELL ,^I n BY AGENCY TO CLEAR PLACE PLUMB-' ` it OBSTRUCTIONS �Q WELDED STEEL WATERMAIN. VARIABLE LENGTH r„ AS SPECIFIED •y / 1 :•�!' CLASS C (2000 PS.I., 4.5 SACK) CONCRETE °;:'• THRUST BLOCK, "WFEET SQUARE, ASBESTOS CEMENT MINIMUM BEARING AREA (VERTICAL) WATERMAIN I '" 2 46° -----PLACE AGAINST UNDISTURBED EARTH 4 SQUARE FEET MINIMUM BEARING AREA (HORIZONTAL) 13" MINIMUM I'-0" 15" MAXIMUM - b" ITEM 1NUMDea REQUIRED , DESCRIPTION 1 1 FLANGED TANGENTIAL SIDE. O(MET ON WELDED STEEL NATEINAIN OR FLANGED CAST IRON TEE KITH FLANGED CA•4T IRON 45- F.I.L OtN ASMIT0.4 CFNFNI' NATRRMAIN. 2 `-IZ' MINIMUM ANNA CIM -3 D FIA_Nf',r. 3 _ VAAirs 10 GAGE CF)4F2rr MORTAR LIItED AND CI)IEtIY ItOATAR COATPD HFI,D_F.D f._TFF,1. PIPE APR) FI7TIIICu. 10 GALT. CF24F.NP MORTAR LiNFD AND COWIT MORTAR_COATFO WFLDFD ; TPEL PLVIPFR WRI-L. 4 VARIER PUMPER WLI.I. SIZE (INCHES) 1 FIAPIGEO VALVE PER STANDARD DRAWINc1 W109 4R STANDAIUI DRAHIIIG WIIO. 6 1 VALVE PDX INSTALIATION PrIt STAPIDARD DRAWING HI11. 6 4" 10 GAGE CEMENT MORTAR LINED AND CEMENT MORTAR COATED WELDEDSTEEL BLIND FIJ1t{�r� ,1NIT11 ,�",;SCREN TAP ANDP4U,. . �:':� ;'i •`o ; © 6"-} 10 I" CRUSHED ROCK TRAFFIC VAULT PER STANDARD DMMING W142. 11 .. PARKWAY VAIILT PF.R STANDARD DRAWING H16I. 4" STANDARD WEIGIIT BLACK STEEL 0° ELL. 3 BASE, 4 FEET SQUARE 14 - 20 1_ -i AIR VALVE COVER AND COVER PAD PER STANDARD DRAW N GATT, 0 H a 2 24 - 12 2 2 ;• TO DAYLIGHT on ` x-�-:• I-- - ♦ - - " .I. - vo :o �- - r, 1 I" CRUSgED ROCK BUTTERFLY G . 1. 3. A BASE, 4 SQUARE 3 : y y ; SS.OPE TO DRAIN TYPE_ H 12" TJ MCK Lot ift: POSITION OF BLOWOFF �% ti n';a UL OUTLET AS DIRECTED ' PUMPER WELL ,^I n BY AGENCY TO CLEAR PLACE PLUMB-' ` it OBSTRUCTIONS �Q WELDED STEEL WATERMAIN. VARIABLE LENGTH r„ AS SPECIFIED •y / 1 :•�!' CLASS C (2000 PS.I., 4.5 SACK) CONCRETE °;:'• THRUST BLOCK, "WFEET SQUARE, ASBESTOS CEMENT MINIMUM BEARING AREA (VERTICAL) WATERMAIN I '" 2 46° -----PLACE AGAINST UNDISTURBED EARTH 4 SQUARE FEET MINIMUM BEARING AREA (HORIZONTAL) 13" MINIMUM I'-0" 15" MAXIMUM - b" ITEM 1NUMDea REQUIRED , DESCRIPTION 1 1 FLANGED TANGENTIAL SIDE. O(MET ON WELDED STEEL NATEINAIN OR FLANGED CAST IRON TEE KITH FLANGED CA•4T IRON 45- F.I.L OtN ASMIT0.4 CFNFNI' NATRRMAIN. 2 5 ANNA CIM -3 D FIA_Nf',r. 3 _ VAAirs 10 GAGE CF)4F2rr MORTAR LIItED AND CI)IEtIY ItOATAR COATPD HFI,D_F.D f._TFF,1. PIPE APR) FI7TIIICu. 10 GALT. CF24F.NP MORTAR LiNFD AND COWIT MORTAR_COATFO WFLDFD ; TPEL PLVIPFR WRI-L. 4 VARIER PUMPER WLI.I. SIZE (INCHES) 1 FIAPIGEO VALVE PER STANDARD DRAWINc1 W109 4R STANDAIUI DRAHIIIG WIIO. 6 1 VALVE PDX INSTALIATION PrIt STAPIDARD DRAWING HI11. 6 4" 10 GAGE CEMENT MORTAR LINED AND CEMENT MORTAR COATED WELDEDSTEEL BLIND FIJ1t{�r� ,1NIT11 ,�",;SCREN TAP ANDP4U,. . 1 9 1 FLAP VALVE, CLOW F-3012 Oft APPAOVFD 17�UAL. 10 1 TRAFFIC VAULT PER STANDARD DMMING W142. 11 i PARKWAY VAIILT PF.R STANDARD DRAWING H16I. 4" STANDARD WEIGIIT BLACK STEEL 0° ELL. 3 PROVIDE 2" CUT•TO•FIT, SHIP FIANCE LOOSE: 1) VARIABLE DIKFMSIONS SNAU. LIE FIELD MEASURED BY CONTRACTOR ARD ArrAOYW .r AYc"47 rw.u" .v ,A.n.•.+..aw. v .. NOTES NOYrrC1rAIIANEN'FLY 'Al"D ON Or ►1l UCTION DRAWINGS. FIELD JOINTS MY iE FLANGED OA WELDED AUT SIIALL 2) It WELDED STEEL VATERMAIN is OILIER THAN CEMENT MORTAR LINED AND CMENT MORTAR COATED. LINING AND COATING FOR AtAwFr FIFA AND FITTINGS SIIALL MATCH, WELDED STEEL WATERMAIN UNLESS SFECIFILD OIIIERVISE. 5) SOLTS SHALL DE STANDARD NF.E HEAD NW11119 PER ASTM A•I07. GRADE -A•. NEE NUTS SHAW. At COID•PRESS SEII•FIRIt11E0 STEEL PER ASTM A-194, GRADE -211•. AURNED THREADS SIIALL AE LUARICATED WITH CRAFNITt AND OIL. THEN COAIED V1Td llTW1ASTIG• 4) ALL MOSES 1211110 AMD INTERIOR Or VAULY COVER 111412. AE FIELD PAINTED IN ACCORDANCR WITA 111E sale PAINTING StLGIr1CAT10NS. INE FINAL TWO COATS SRILI. AE FEDERAL SAFETY SLUE (RUST•OLE11H WMA 925). Sl FIAMCFS SIU"_ BE IN ACCORMAIICE VIT11 THE BASIC PIrELINr. SP MICAT10113• 4-16 BLOWOFF INSTALLATION MAIN DEPTH 8' OR GREATER STANDARD DRAWING W116 REVISION BY DATE VALVE BOX INSTALLATION PE: STANDARD DRAWING WIII. FINISHED UNIMPROVED GROUND SURFACE A.W.W.A. C-509 FLANGED GATE VALVE EPDXY LINED AND COATED (12 MILS) FLANGE REQUIRED FOR WELDED STEEL WATERMAIN INSTALLATION. STEEL FLANGED COUPLING ADAPTER, ROCKWELL No. 912, 'DRESSER` OR APPROVED EQUAL REQUIRED FOR ` ASBESTOS CEMENT WATERMAIN. - _- 1 ASBESTOS CEMENT WATERMAIN WELDED STEEL WATERMAIN La W 0 u. �a. NOTES 1) GATE VALVES SHALL BE•RESILIENT WEDGE VALVES IN ACCORDANCE WITH AWWA C-509. VALVES SHALL BE WATEROUS, CLAW, X&II OR APPROVED EQUAL. (VALVE STEN SIIALL BE NONRISING WITH 2" SQUARE OPERATING NUT AND SIIALL TURN COUNTERCLOCKWISE TO OPEN.) 2) BOLTS SIIALL BE STANDARD HEX HEAD MACHINE PER ASTM A-307,' GRADE "B". IIEX NUTS SIIALL B,E COLD -PRESS SEMI-FINISIIED STEEL PER ASTM A-194, GRADE 0211". THREADS SIIALL BE LUBRICATED WITH GRAPHITE AND OIL. AFTER INSTALLATION, ALL EXPOSED STEEL SIIALL BE FIELD COATED WITH AN APPROVED BITUIIASTIC. 3) ALL GATE VALVES LARGER THAN 12" SIIALL HAVE A 4" BYPASS VALVE. SAID BYPASS VALVE SIIALL MEET SAME SPECIFICATIONS AS MAINLINE VALVE. GATE VALVE INSTALLATION STANDARD DRAWING W109 REVISION BY DATE - •---- • ---�•••�.. • v.. v.,vvbv u • .BVL On I CIl1YIR11'1 ALVE SIZE CHES) 1 4 ITEM WATER MAIN DESCRIPTION VALVE 1 nr,oworr 2 THRUST Dr,OCK PIPE SIZE. (INCITES) OUTLET SIZE (INCIINS) SIZE (INCHES) 1f" 10 GAGE CEMENT MORTAR LINED AND CEMENT MORTAR COATED WELDED STEEL FOUR PIECE 900 ELL OR 4" LIGHT WEIGHT 0.120" WALL) CEMENT MORTAR LINED AND CEMENT MORTAR COATED WELDED STEELSMOOTH TYPE PUMPER WLI.I. SIZE (INCHES) RUN SIZE (INCITES) OUTLET 5)1ZE (INCITES) D (FEET) 6 6 6 4" 10 GAGE CEMENT MORTAR LINED AND CEMENT MORTAR COATED WELDEDSTEEL GATE a 6 6 2 41' STANDARD WEIGHT BLACK STEEL 00 STREET ELL. 9 Q " STANDARD WEIGHT BLACK STEEL NIPPLE. GATE BB 4" STANDARD WEIGIIT BLACK STEEL 0° ELL. 0 2 14 - 20 1_ a AIR VALVE COVER AND COVER PAD PER STANDARD DRAW N GATT, 0 H a 2 24 - .z nuTTr•.Rrr.Y �T. 2 1.2 2.7 53 - 62 5 r, BUTTERFLY G . 1. 3. A 1) VARIABLE DIKFMSIONS SNAU. LIE FIELD MEASURED BY CONTRACTOR ARD ArrAOYW .r AYc"47 rw.u" .v ,A.n.•.+..aw. v .. NOTES NOYrrC1rAIIANEN'FLY 'Al"D ON Or ►1l UCTION DRAWINGS. FIELD JOINTS MY iE FLANGED OA WELDED AUT SIIALL 2) It WELDED STEEL VATERMAIN is OILIER THAN CEMENT MORTAR LINED AND CMENT MORTAR COATED. LINING AND COATING FOR AtAwFr FIFA AND FITTINGS SIIALL MATCH, WELDED STEEL WATERMAIN UNLESS SFECIFILD OIIIERVISE. 5) SOLTS SHALL DE STANDARD NF.E HEAD NW11119 PER ASTM A•I07. GRADE -A•. NEE NUTS SHAW. At COID•PRESS SEII•FIRIt11E0 STEEL PER ASTM A-194, GRADE -211•. AURNED THREADS SIIALL AE LUARICATED WITH CRAFNITt AND OIL. THEN COAIED V1Td llTW1ASTIG• 4) ALL MOSES 1211110 AMD INTERIOR Or VAULY COVER 111412. AE FIELD PAINTED IN ACCORDANCR WITA 111E sale PAINTING StLGIr1CAT10NS. INE FINAL TWO COATS SRILI. AE FEDERAL SAFETY SLUE (RUST•OLE11H WMA 925). Sl FIAMCFS SIU"_ BE IN ACCORMAIICE VIT11 THE BASIC PIrELINr. SP MICAT10113• 4-16 BLOWOFF INSTALLATION MAIN DEPTH 8' OR GREATER STANDARD DRAWING W116 REVISION BY DATE VALVE BOX INSTALLATION PE: STANDARD DRAWING WIII. FINISHED UNIMPROVED GROUND SURFACE A.W.W.A. C-509 FLANGED GATE VALVE EPDXY LINED AND COATED (12 MILS) FLANGE REQUIRED FOR WELDED STEEL WATERMAIN INSTALLATION. STEEL FLANGED COUPLING ADAPTER, ROCKWELL No. 912, 'DRESSER` OR APPROVED EQUAL REQUIRED FOR ` ASBESTOS CEMENT WATERMAIN. - _- 1 ASBESTOS CEMENT WATERMAIN WELDED STEEL WATERMAIN La W 0 u. �a. NOTES 1) GATE VALVES SHALL BE•RESILIENT WEDGE VALVES IN ACCORDANCE WITH AWWA C-509. VALVES SHALL BE WATEROUS, CLAW, X&II OR APPROVED EQUAL. (VALVE STEN SIIALL BE NONRISING WITH 2" SQUARE OPERATING NUT AND SIIALL TURN COUNTERCLOCKWISE TO OPEN.) 2) BOLTS SIIALL BE STANDARD HEX HEAD MACHINE PER ASTM A-307,' GRADE "B". IIEX NUTS SIIALL B,E COLD -PRESS SEMI-FINISIIED STEEL PER ASTM A-194, GRADE 0211". THREADS SIIALL BE LUBRICATED WITH GRAPHITE AND OIL. AFTER INSTALLATION, ALL EXPOSED STEEL SIIALL BE FIELD COATED WITH AN APPROVED BITUIIASTIC. 3) ALL GATE VALVES LARGER THAN 12" SIIALL HAVE A 4" BYPASS VALVE. SAID BYPASS VALVE SIIALL MEET SAME SPECIFICATIONS AS MAINLINE VALVE. GATE VALVE INSTALLATION STANDARD DRAWING W109 REVISION BY DATE - •---- • ---�•••�.. • v.. v.,vvbv u • .BVL On I CIl1YIR11'1 ALVE SIZE CHES) 1 4 ITEM NUMBER REQUIRED DESCRIPTION 1 1 4" CAST IRON OR CEMENT MORTAR LINED AND CEMENT MORTAR COATED WELDED STEEL FLANGED TOP OUTLET. 2 4" AWWA CLASS D FLANGE. - 3 2 1f" 10 GAGE CEMENT MORTAR LINED AND CEMENT MORTAR COATED WELDED STEEL FOUR PIECE 900 ELL OR 4" LIGHT WEIGHT 0.120" WALL) CEMENT MORTAR LINED AND CEMENT MORTAR COATED WELDED STEELSMOOTH 4 1 4" GATE VALVE PER STANDARD DRAWING W10 1 VALVE BOX PER STANDARD DRAWING W111. VARIES 4" 10 GAGE CEMENT MORTAR LINED AND CEMENT MORTAR COATED WELDEDSTEEL 7 1 COMBINATION AIR RELEASE AND VACUUM VALVE APCO H,0. 1119C OR APPROVED EQUAL. 8 1 41' STANDARD WEIGHT BLACK STEEL 00 STREET ELL. 9 1 " STANDARD WEIGHT BLACK STEEL NIPPLE. 10 1 4" STANDARD WEIGIIT BLACK STEEL 0° ELL. 11 1 AIR VALVE SCREEN PER STANDARD DRAWING W120. 12 1 AIR VALVE COVER AND COVER PAD PER STANDARD DRAW N 13 1 PROVIDE 2' CUT -10 -FIT. SHIP FLANGE LOOSE NOTES' t Y, 1) PIPE THREADS SIIALL'BE CLEAN AND SEALED WITH APPROVED JOINT COMPOUND. 2) EXPOSED PIPING, AIR VALVE, AIR VALVE COVER, AND AIR VALVE SCREEN, EXCEPT WIRE CLOTH AND STAINLESS STEEL BANDS, SIIALL DE PAINTED IN ACCORDANCE WITH BASIC PAINTING SPECIFICATIONS. THE FINAL 7%110 COATS SHALL BE DESERT TAN (KOPPERS NUMBER 111.) . 4" AIR VALVE INSTALLATION a REVISION [3Y DATE •STANDARD DRAWING W118 I