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STANDARD DETAILS FOR WATER MAIN …

CITY OF chicago DEPARTMENT OF WATER MANAGEMENT STANDARD DETAILS FOR WATER main INSTALLATIONS PREPARED BY: BUREAU OF ENGINEERING SERVICES April, 2009 City of chicago Department of WATER Management Richard M. Daley John F. Spatz, Jr. Mayor Commissioner This page intentionally left blank. 1 TABLE OF CONTENTS GENERAL DETAILS G-1 PROJECT SIGN G-3 SAMPLE SYBOLOGY LEGEND G-4 (1 OF 2) LEGEND - SYMBOLS G-4 (2 OF 2) LEGEND LINE STYLES WATER main DETAILS D-2 FIRE HYDRANT SETTING DETAIL D-3 FIRE HYDRANT INSTALLATION DETAIL FOR VAULTED SIDEWALKS D-5 FIRE HYDRANT DRAIN DETAIL D-6 FIRE HYDRANT SUMP FOR RELOCATED HYDRANTS D-7 COLOR CODE FOR FIRE HYDRANTS D-8 WATER main TRENCH DETAILS D-9 WATER main TRENCH INSULATION DETAIL D-10 WATER main POLYETHYLENE WRAP DETAIL D-11 THRUST RESTRAINT CONCRETE THRUST BLOCK DETAILS D-12 THRUST RESTRAINT RESTRAINED JOINT PIPE D-13 PRECAST VALVE BASIN FOR PIPES UP TO 16-INCH DIAMETER D-14 BRICK MASONRY VALVE BASIN D-16 TYPICAL 1-INCH TO 2-INCH WATER SERVICE D-18 CASING PIPE UNDER RAILROAD TRACK DETAIL D-19 (1 OF 2) WATER MAINS CROSSING OVER SEWERS AND HOUSE

city of chicago department of water management standard details for water main installations prepared by: bureau of engineering services april, 2009

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Transcription of STANDARD DETAILS FOR WATER MAIN …

1 CITY OF chicago DEPARTMENT OF WATER MANAGEMENT STANDARD DETAILS FOR WATER main INSTALLATIONS PREPARED BY: BUREAU OF ENGINEERING SERVICES April, 2009 City of chicago Department of WATER Management Richard M. Daley John F. Spatz, Jr. Mayor Commissioner This page intentionally left blank. 1 TABLE OF CONTENTS GENERAL DETAILS G-1 PROJECT SIGN G-3 SAMPLE SYBOLOGY LEGEND G-4 (1 OF 2) LEGEND - SYMBOLS G-4 (2 OF 2) LEGEND LINE STYLES WATER main DETAILS D-2 FIRE HYDRANT SETTING DETAIL D-3 FIRE HYDRANT INSTALLATION DETAIL FOR VAULTED SIDEWALKS D-5 FIRE HYDRANT DRAIN DETAIL D-6 FIRE HYDRANT SUMP FOR RELOCATED HYDRANTS D-7 COLOR CODE FOR FIRE HYDRANTS D-8 WATER main TRENCH DETAILS D-9 WATER main TRENCH INSULATION DETAIL D-10 WATER main POLYETHYLENE WRAP DETAIL D-11 THRUST RESTRAINT CONCRETE THRUST BLOCK DETAILS D-12 THRUST RESTRAINT RESTRAINED JOINT PIPE D-13 PRECAST VALVE BASIN FOR PIPES UP TO 16-INCH DIAMETER D-14 BRICK MASONRY VALVE BASIN D-16 TYPICAL 1-INCH TO 2-INCH WATER SERVICE D-18 CASING PIPE UNDER RAILROAD TRACK DETAIL D-19 (1 OF 2) WATER MAINS CROSSING OVER SEWERS AND HOUSE DRAINS D-19 (2 OF 2)

2 WATER MAINS CROSSING UNDER SEWERS AND HOUSE DRAINS D-20 (1 OF 2) GENERAL NOTES WATER main CONTRACTS D-20 (2 OF 2) GENERAL NOTES WATER main CONTRACTS CON T D-23 NEW COPPER 1-INCH WATER SERVICE STANDARD METER VAULT D-24 NEW COPPER N. & 2 IN. WATER SERVICE STANDARD METER VAULT D-25 3 INCH, 4 INCH, 6 INCH, 8 INCH & 12 INCH METER VAULTS D-26 12 INCH METER VAULT WITH CHECK VALVE D-27 TYPICAL METER INSTALLATION FOR 1 INCH WATER SERVICE WITH LAWN HYDRANT AND BACKFLOW PREVENTOR D-28 ELECTRICAL CONTINUITY BRACKET FOR TRANSITION COUPLING D-30 TYPICAL SERVICE RECONNECTION 3 INCH AND LARGER USING MJ RESILIENT WEDGE VALVE D-31 SERVICE PIPE INSULATION 2 FEEDER main DETAILS FM-1 INSPECTION MANHOLE FM-4 PITOMETER TAP BASIN PRECAST CONCRETE FM-5 FIRE HYDRANT SETTING 16 INCH & LARGER WATER FM-13 BUTTERFLY VALVE FM-14 TORQUE OVERLOAD PROTECTOR FM-15 BUTTERFLY VALVE BASIN PRECAST CONCRETE FM-16 (1 OF 2)

3 BUTTERFLY VALVE BASIN MASONRY PLAN FM-16 (2 OF 2) BUTTERFLY VALVE BASIN MASONRY SECTIONAL VIEW FM-18 (1 OF 2) TYPICAL BLOW-OFF FIRE CISTERN MASONRY PLAN FM-18 (2 OF 2) TYPICAL BLOW-OFF FIRE CISTERN MASONRY SECTIONAL VIEW FM-19 TYPICAL BLOW-OFF FIRE CISTERN PRECAST CONCRETE For information about this project,please call (312) chicago TOGETHERRICHARD M. DALEY, MAYORNOTES:2 -0"2 -0"CL 1/2 " PLYWOOD FOR CONSTRUCTIONSIGN MOUNTED TO STAND6"6"3 -0"4 -0"3 -0"4" x 4" WOOD POSTSANCHORED INTO GROUND AND BRACEDAS REQUIRED OR AS CALLED FOR INSPECIFICATIONS18"18"4"4"3 -0" FROM THE TIME CONSTRUCTION BEGINS TO THE TIME THAT PAVEMENT IS RESTORED." WATER " OR"SEWER" ASAPPROPRIATEDEPARTMENT OF WATERMANAGEMENT1. TWO SIGNS (ONE ON EACH END OF EACH PIPE PROJECT) MUST BE DISPLAYED2.

4 THE LOCATION OF THE SIGN WILL BE DETERMINED FOR THE RESIDENT AFTER THE COMPLETION OF THE CONTRACT THE SIGN WILL BE PROPERTY OF THE CITY OF chicago AND MUST BE DELIVERED TO THE APPROPRIATE DISTRICT YARD UNLESS ORDERED TO DISCARD BY THE SIGNG -1 -3 SAMPLE SYMBOLOGY LEGENDNEW REDUCERNEW WEDGE VALVENEW TAPPINGCONNECTIONNEW 1/4 WATERMAIN BENDNEW 1/8 WATER main BEDNEW 1/16 WATERMAIN BEND NEW WATER main TEENEW WATER MAINCAP OR PLUGNEW FIREHYDRANTNEW WATER VALVEPROPOSED WATERMAIN TAPPROPOSED WATER MAINSLEEVEPROPOSED WATERBUFFALO BOXPIPE BREAK SYMBOLNORTH ARROWHANDICAPPEDSYMBOLPROPOSED WATER MAININSPECTION MANHOLEEXIST STORMWATER CATCH BASIN EXIST STORM WATER STREETELEVATIONEXIST STORM WATERMANHOLEEXIST COMBINEDSEWER MANHOLEEXIST SANITARYSEWER MANHOLE PROPOSEDSEWER MANHOLEPROPOSED STORMWATER CATCH BASINEXIST TELEPHONE MANHOLEEXIST TELEPHONEPEDESTALEXIST TELEPHONEPOLE EXIST TREE DECIDUOUS EXIST TREE CONIFEROUSEXISTING BUSHEXIST TREESTUMPEXIST MARSH SYMBOL EXIST TRAFFIC SIGNAL MANHOLEEXIST TRAFFICSIGNALEXIST TRAFFIC SIGNT EXIST TRAFFIC CONTROL BOXEXIST ELECTRICMANHOLE EXISTING COM EDMANHOLEEXIST LIGHT POLEEXIST.

5 STREET LIGHT CONTROL BOXSEXIST CARRIAGELIGHTEXIST RAILROAD SIGNALRAILROAD TRACKPROFILERAILROADCOMMUNICATION EXIST UNKNOWN MANHOLEEXIST UTILITY POLEEXIST FLAG POLEEXIST GUY WIREFFIRE ALARM BOXGUARDRAILCONCRETE HORIZONTALTHRUST BLOCKBRIDGE COLUMNMONITORING WELLEXIST BOLLARD SOIL BORINGEXIST MAIL BOXSURVEYED CHISLEDCROSSEXIST SURVEYIRON PIPEEXIST PROPERTYCORNERSURVEY TRAVERSE POINTEXIST CONC CONCRETEMONUMENTEXIST RIGHT OFWAY MARKEREXIST CABLE CABLE GASVALVECONCRETE BLOCKEXIST GASMANHOLE NEW 1/32 WATERMAIN BENDPROPOSEDWATER METERRAMP DISABLED EXIST WATERVALVE BOXEXIST WATERBUFFALO BOXEXIST WATERMETEREXIST FIREHYDRANTEXIST STAND PIPEEXIST WATERWEDGE VALVEEXIST TAPPINGCONNECTIONEXIST 1/4 WATERMAIN BENDEXIST 1/8 WATERMAIN BENDEXIST 1/16 WATERMAIN BENDEXIST WATERMAIN TEEEXIST WATER MAINREDUCEREXIST WATERMAIN TAPEXIST WATER MAINBLOWOFFEXIST FIRECISTERNEXIST WATER MAININSPECTION MANHOLEEXIST WATER MAINPITOMETER TAP EXIST WATER main BUTTERFLY VALVE EXIST FEEDERMAIN 45 DEG BENDRESTRAINED JOINT PIPEEXISTING WATERMAIN CAP OR PLUGEXISTING FLARED ENDNO.

6 PRESSURE VALVE(RIGHT - LEFT)NO. PRESSURE VALVE(UP - DOWN)WEXIST MANHOLEWITH WATER VALVEPRESSURE GAGEPIPE RISER DOWNPIPE RISER UPEXIST 1/32 WATERMAIN BENDEXIST WATERCROSSIEXIST INSPECTIONMANHOLE- -4 LEGEND - SYMBOLSSHT. 1 OF 2 EXISTING WATER SYMBOLSPROPOSED WATER SYMBOLSSURVEY SYMBOLSRAILROAD SYMBOLSTRAFFIC SYMBOLSSEWER SYMBOLSVEGETATION SYMBOLSTELEPHONE SYMBOLSGAS SYMBOLSCABLE SYMBOLSELECTRICAL SYMBOLSMISCELLANEOUS SYMBOLSWATER SERVICESCUT-OFFEARTH HATCHCONCRETE HATCHCONCRETE HATCHGRAVEL HATCHP roposed-CurbExisting- WATER MainExisting- WATER ServicesExisting-TelephoneProposed-Sidew alkProposed- WATER MainProposed-PavementExisting-City Press ElectricalExisting-CurbExisting-FenceExi sting-SidewalkExisting-Edge of PavementAbandoned- WATER MainExisting-City ElectricExisting-ComEdExisting-Hedge LineExisting-Woods Tree LineExisting ROWE xisting ROW (Vacated)Existing ROW (Elevated)

7 Existing-EasementProposed-ROWE xisting-City Limits Boundary LineExisting- chicago Park District LineExisting-Cable TVExisting-Ditches-Creeks-Edge of WaterExisting-Embankments-Dead Ends-Retaining WallsExisting-CTA Buried Electric CablesExisting-RailroadsExisting-Steam and Cooling PipesProposed-Ditches-Creeks-Edge of WaterProposed-SewerExisting-Sediment Force MainProposed-Sediment Force MainProposed-Sewer LateralExisting-Buried StreetCar TracksExisting-SewerSYMBOLDESCRIPTIONSYM BOLDESCRIPTIONA bandoned-SewerAbandoned-GasExisting-GasS HT. 2 OF 2 -4 LEGEND - LINE STYLESP roposed-New WATER Services B-Box to PropertyProposed- WATER main (By Others)Proposed-New WATER ServicesWM to B-BoxJOINT OF SIDEWALKSTONE ABOVE TO COMEOVER CENTER OF WALLBLOCKINGCONCRETEPIERBRICK OR CONCRETE WALLWATERPROOFINGSIDEWALKCURBPAVEMENTBLO CKINGTO BE FILLED WITH SANDAFTER HYDRANT IS SETCURBABOVEWATERPROOFINGWATERPROOFINGPI ERSECTION VIEW 1/4 " EXPANSION JOINTFILL WITH TAR8"PLAN VIEW REINFORCED CONCRETESUPPORT BRACKET(S)TO SUIT CONDITIONS1" FLEXIBLE COPPERTUBING TO DRAIN2 OR ROADWAYS 6 -9" 3 -6" 8" 3 -6" 8" 3 -6" 8" 8" 1" SOFT COPPER WATERSERVICE TUBING TO STANDARD HYDRANT INSTALLATION DETAILFOR VAULTED SIDEWALKSD -3 THIS DETAIL IS PROVIDED FORREFERENCE PURPOSES ONLYAND IS NOT A main STANDARDPROP.

8 CURB & GUTTEREXIST. CURB & GUTTERPROP. CURB & GUTTERAASEE TILE DRAIN DETAILVIEW "A-A"1 1/2 4 x 4 x 3 SUMP 6" 6" MECHANICAL JOINTIF TRANSITION SLEEVE REQ DPROVIDE CONCRETE THRUSTBLOCK ON HYDRANTNOTE: WATER TABLE MUST BE BELOWBOTTOM OF DRAIN -0" CITY ROADWAYS2 -6" ROADWAYS3" OFBITUMINOUSCONCRETE 3/4 "STRAIGHTMETER COUPLINGHYDRANTBRANCHEXIST. CURB& GUTTERHYDRANT BRANCH8" "2 2 3 4 HYDRANT SUMP DRAINFOR RELOCATED HYDRANTSD -6 BBBBBYYYYYYRRRRYRWRRWWWWWBYYRWBYWWWBBYYR WWWWWWWWWWWWRWWRRUNCIRCULATED WATER MAINS-DEAD ENDCIRCULATED WATER MAINS6 OR 8 INCH (150 OR 200mm) WATER MAINWATER MAINS LARGER THAN 16-INCH 12-14-16-INCH WATER MAINS8-INCH WATER MAINS6-INCH WATER MAINS4-INCH WATER MAINS12 INCH OR LARGER WATER LARGER THAN 16-INCH 12-16-INCH 300 300 300 300 90 90 300 300 300 90 300 300 300 B-BLUE FLANGE Y-YELLOW FLANGE R-RED FLANGE W-WHITE FLANGEALL PUBLIC FIRE HYDRANTS ARE TO BE PAINTED RED EXCEPT FOR THETOP FLANGES WHICH MUST BE COLOR CODE FOR FIRE HYDRANTSD -7 EXISTING SURFACEWATER MAINPROVIDE INSULATION WHEN DEPTHOF COVER IS LESS THAN5 FEET 4"6" (MIN.)

9 6" D+3 EXTEND INSULATION BOARDDOWN SIDES TO 6" BELOWWATER main OR "1 -6"(MIN.)DPIPE main TRENCH INSULATION DETAILD -9 BACKFILL MATERIALFINE SAND (FA7)MIN. 2 WIDE BY 4" THICK INSULATION BOARD (USE2-2" THICK BOARDS).MASTIC AT ALL JOINTSNOTES:1. INSULATION BOARD TO BE CLOSED CELL, EXTRUDED POLYSTYRENE FOAM MEETING ASTM 578, TYPE VI, 40 PSI COMPRESSING STRENGTH (ASTM D1621) MAX. WATER ABSORPTION (ASTM C272).2. BACKFILL MATERIAL AROUND INSULATION MUST BE FINE SAND FREE FROM ROOTS, ORGANIC MATTER, OR OTHER INJURIOUS OVERLAP ALL INSULATION BOARD MIL POLYETHYLENE WRAP12"MIN. 12"MIN. 2" ADHESIVE TAPE2" ADHESIVE TAPE2" ADHESIVE TAPEWATER main WITH PUSH-ONJOINTS (IN.)PIPE DIAMETER(IN.)4 6 8 12 16 2414 17 21 29 37 5316 20 24 30 37 53 NOTES:1. USE ONE LENGTH OF POLYETHYLENE TUBE WRAP FOR EACH LENGTH OF PIPE, OVERLAPPED AT PIPE JOINTS AND FOLD EXCESS OVER TOP OF TUBE FOR SLACK USE CHART "A" TO SELECT SIZE OF MAINPOLYETHYLENE WRAP DETAILD -10 CHART "A" POLYWRAP FLAT TUBE WITHMECHANICAL JOINTS (IN.)

10 HORIZONTAL THRUST BLOCK DETAILSW2 MINIMUMDEAD END THRUST BLOCKBEND THRUST BLOCK2 THRUST BLOCK2 END THRUST BLOCKHTRENCHNOTES: 2 "12"VERTICAL THRUST BLOCK RESTRAINTCONCRETE THRUST BLOCK DETAILSD -11 DDD2 1/4 END & 1/8 1/16 1/32 2 VERTICAL 1/8 BENDVERTICAL 1/8 BEND IS THE DIMENSION INTO UNDISTURBED GROUND IN FEETH IS HEIGHT OF THRUST BLOCK IN FEETW IS WIDTH OF THRUST BLOCK IN FEETALL DIMENSIONS ARE BLOCKS IN LOOSE FILL OR SAND AREAS ARENOT INCLUDED IN THESE TABLES AND WILL REQUIREADDITIONAL BLOCKSIZE PER TABLE 2 WDEPOXY COATED #5 REBARS(ASTM A615 GRADE 60) (TYP.)HPLAN VIEWPLAN VIEWPLAN VIEWPROFILEPROFILETEE THRUST BLOCKPROFILETEE THRUST BLOCKPROFILECONCRETE BLOCK SIZEPER TABLE 11. FULL CONCRETE THRUST BLOCKS AS SHOWN ARE REQUIRED WHEN THRUST RESTRAIN IS NOT PROVIDED BY OTHER MEANS SUCH AS RESTRAINED JOINT WHEN THRUST RESTRAINT GLANDS ARE INSTALLED FOR THE CONNECTIONS, CONCRETE THRUST BLOCKS SHALL BE PROVIDED UP TO THE THE DOTTED LINE AS ALL BOLTS, NUTS.


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