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SECTION
FIRE HYDRANT DETAILS
STANDARD DETAIL
FIRE HYDRANT DETAIL
AutoCAD SHX TextN.T.S.
AutoCAD SHX TextLENGTH VARIES
AutoCAD SHX TextLENGTH VARIES
AutoCAD SHX TextPOURED CONCRETE THRUST BLOCK
AutoCAD SHX TextUNDISTURBED EARTH
AutoCAD SHX TextAS DEFINED BY DEPTH OF COVER
AutoCAD SHX TextAS DEFINED BY DEPTH OF COVER
AutoCAD SHX Text6" GATE VALVE
AutoCAD SHX TextSEE GATE VALVE DETAIL
AutoCAD SHX TextCONCRETE SUPPORT BLOCK
AutoCAD SHX TextMJ RETAINER GLANDS
AutoCAD SHX TextPOURED CONCRETE THRUST BLOCK. DO NOT COVER DRAIN HOLE.
AutoCAD SHX TextUNDISTURBED EARTH
AutoCAD SHX TextPLASTIC SHEATING DRAPED OVER TOP OF GRAVEL. DRAIN BED TO THE HYDRANT DRAIN HOLES.
AutoCAD SHX Text1/2 CYD OF CRUSHED STONE
AutoCAD SHX TextFINISHED GRADE
AutoCAD SHX Text(2) 2 1/2" HOSE NOZZLES (SEE NOTE 2)
AutoCAD SHX TextPUMPER NOZZLE (STORZ NOZZLE, AS REQ'D.) (SEE NOTE 2)
AutoCAD SHX TextFIRE HYDRANT PER LOCAL OPERATIONS STANDARDS. SEE SPECIFICATION 01011.
AutoCAD SHX Text6" DI LATERAL
AutoCAD SHX TextANCHOR COUPLING
AutoCAD SHX TextDRAIN HOLE
AutoCAD SHX TextTRACER WIRE
AutoCAD SHX TextRJDI TEE
AutoCAD SHX TextENGINEERING DEPARTMENT 153 N. EMERSON AVENUE GREENWOOD, INDIANA 46143
AutoCAD SHX TextJANUARY, 2018
AutoCAD SHX TextDATE:
AutoCAD SHX TextE.N.
AutoCAD SHX TextAPP'D BY:
AutoCAD SHX TextS. FORD
AutoCAD SHX TextDRAWN BY:
AutoCAD SHX TextJULY, 2018
AutoCAD SHX TextLATEST REV:
AutoCAD SHX TextNOTE: 1. THE FIRE HYDRANT LATERAL, GATE VALVE, AND FIRE THE FIRE HYDRANT LATERAL, GATE VALVE, AND FIRE HYDRANT BARREL SHALL BE ENCASED IN POLYETHYLENE ENCASEMENT UP TO FINISHED GRADE PER SPECIFICATION 15130 PRIOR TO BACKFILL. THE POLYETHYLENE ENCASEMENT SHALL NOT INTERFERE WITH THE DRAIN HOLE. 2. WHEN INSTALLED BEHIND CURB, PUMPER AND HOSE WHEN INSTALLED BEHIND CURB, PUMPER AND HOSE NOZZLES TO BE AT LEAST 18"-24", DEPENDING ON LOCAL REQUIREMENTS, FROM FACE OF CURB.
PARALLEL TO MAIN PERPENDICULAR TO MAIN
PARALLEL TO HDPE MAIN PERPENDICULAR TO HDPE MAIN
STANDARD DETAIL
FIRE HYDRANT
INSTALLATION DETAILS
AutoCAD SHX TextRJDI TEE
AutoCAD SHX TextANCHOR COUPLING
AutoCAD SHX TextHYDRANT
AutoCAD SHX Text6" GATE VALVE
AutoCAD SHX TextMJ RETAINER GLANDS
AutoCAD SHX TextANCHOR COUPLING
AutoCAD SHX Text90° ELBOW
AutoCAD SHX TextRJDI TEE
AutoCAD SHX TextMJ RETAINER GLANDS
AutoCAD SHX TextHYDRANT
AutoCAD SHX TextANCHOR COUPLING
AutoCAD SHX TextHYDRANT
AutoCAD SHX Text6" GATE VALVE
AutoCAD SHX TextMJ RETAINER GLANDS
AutoCAD SHX TextMJ ADAPTER
AutoCAD SHX TextMJ ADAPTER
AutoCAD SHX TextHDPE
AutoCAD SHX TextDI
AutoCAD SHX TextHDPE
AutoCAD SHX TextDI
AutoCAD SHX TextHDPE
AutoCAD SHX TextDI
AutoCAD SHX TextMJ ADAPTER
AutoCAD SHX TextHDPE
AutoCAD SHX TextDI
AutoCAD SHX TextMJ ADAPTER
AutoCAD SHX TextRJDI TEE
AutoCAD SHX TextRJDI TEE
AutoCAD SHX TextBRANCH
AutoCAD SHX Text6" GATE VALVE
AutoCAD SHX TextANCHOR COUPLING
AutoCAD SHX Text90° ELBOW
AutoCAD SHX TextMJ RETAINER GLANDS
AutoCAD SHX TextHYDRANT
AutoCAD SHX TextBRANCH
AutoCAD SHX Text6" GATE VALVE
AutoCAD SHX TextENGINEERING DEPARTMENT 153 N. EMERSON AVENUE GREENWOOD, INDIANA 46143
AutoCAD SHX TextJANUARY, 2018
AutoCAD SHX TextDATE:
AutoCAD SHX TextE.N.
AutoCAD SHX TextAPP'D BY:
AutoCAD SHX TextS. FORD
AutoCAD SHX TextDRAWN BY:
AutoCAD SHX TextJULY, 2018
AutoCAD SHX TextLATEST REV:
SECTION
TEMPORARY DEAD-END FIRE HYDRANT
STANDARD DETAIL
TEMPORARY DEAD-END
FIRE HYDRANT DETAIL
AutoCAD SHX TextN.T.S.
AutoCAD SHX TextCONCRETE THRUST BLOCK
AutoCAD SHX TextFINISHED GRADE
AutoCAD SHX TextFIRE HYDRANT (SEE NOTE 2)
AutoCAD SHX Text6" DI LATERAL
AutoCAD SHX TextDRAIN HOLE
AutoCAD SHX TextNOTE: 1. RESTRAIN VALVE AS A DEAD-END. RESTRAIN VALVE AS A DEAD-END. 2. INSTALL FIRE HYDRANT PER INSTALLATION INSTALL FIRE HYDRANT PER INSTALLATION STANDARD DETAIL. HYDRANT AUXILIARY VALVE NOT REQUIRED.
AutoCAD SHX TextREDUCER, IF REQUIRED
AutoCAD SHX TextVALVE. SEE NOTE 1.
AutoCAD SHX TextENGINEERING DEPARTMENT 153 N. EMERSON AVENUE GREENWOOD, INDIANA 46143
AutoCAD SHX TextJANUARY, 2018
AutoCAD SHX TextDATE:
AutoCAD SHX TextAPP'D BY:
AutoCAD SHX TextS. FORD
AutoCAD SHX TextDRAWN BY:
AutoCAD SHX TextJULY, 2018
AutoCAD SHX TextLATEST REV:
AutoCAD SHX TextE.N.
PLAN
SECTION
FIRE HYDRANT PROTECTION-PIPE BOLLARD DETAIL
STANDARD DETAIL
FIRE HYDRANT PROTECTION-
PIPE BOLLARD DETAIL
AutoCAD SHX TextSTREET (NO CONCRETE CURB)
AutoCAD SHX Text6" SCH. 80 STEEL, OR DI PIPE. PAINT SAFETY YELLOW (2 COATS). FILL WITH CONCRETE.
AutoCAD SHX TextCONCRETE CAP. WASH SMOOTH.
AutoCAD SHX TextCONCRETE FOUNDATION f'=3000 psi MIN.
AutoCAD SHX TextNOTES: 1. SEE PLANS FOR No. OF BOLLARDS TO BE USED. 2. THE BOLLARDS ABOVE GROUND SHALL BE PAINTED WITH PRIMER COAT. 3. TWO (2) FINISH COATS OF "SAFETY YELLOW" SHALL BE USED FOR BOLLARDS. 4. DO NOT LOCATE DIRECTLY ABOVE MAIN OR HYDRANT LATERAL. 5. SHALL BE ORIENTED SO AS TO AVOID DISRUPTING HYDRANT OPERATION.
AutoCAD SHX TextCONCRETE
AutoCAD SHX TextBARRICADE
AutoCAD SHX TextEXISTING GRADE
AutoCAD SHX TextN.T.S.
AutoCAD SHX TextENGINEERING DEPARTMENT 153 N. EMERSON AVENUE GREENWOOD, INDIANA 46143
AutoCAD SHX TextJANUARY, 2018
AutoCAD SHX TextDATE:
AutoCAD SHX TextAPP'D BY:
AutoCAD SHX TextS. FORD
AutoCAD SHX TextDRAWN BY:
AutoCAD SHX TextJULY, 2018
AutoCAD SHX TextLATEST REV:
AutoCAD SHX TextE.N.
AutoCAD SHX TextFIRE HYDRANT
STANDARD DETAIL
PERMANENT BLOWOFF ASSEMBLY
DETAIL-ABOVE GRADE
PERMANENT BLOWOFF ASSEMBLY DETAIL-ABOVE GRADE
AutoCAD SHX TextMIN. DEPTH PER
AutoCAD SHX TextMIN. DEPTH PER
AutoCAD SHX TextVALVE BOX PLACE ON COMPACTED FILL
AutoCAD SHX Text2" BALL VALVE
AutoCAD SHX Text2" SUPPLY PIPE
AutoCAD SHX TextINLET PIPING
AutoCAD SHX Text3/4" CLEAN GRANULAR CRUSHED STONE
AutoCAD SHX TextUNDISTURBED EARTH
AutoCAD SHX TextCONCRETE SUPPORT BLOCK
AutoCAD SHX Text2" MJ INLET
AutoCAD SHX TextFINISH GRADE
AutoCAD SHX Text2-1/2" NST OUTLET
AutoCAD SHX TextENGINEERING DEPARTMENT 153 N. EMERSON AVENUE GREENWOOD, INDIANA 46143
AutoCAD SHX TextJANUARY, 2018
AutoCAD SHX TextDATE:
AutoCAD SHX TextAPP'D BY:
AutoCAD SHX TextS. FORD
AutoCAD SHX TextDRAWN BY:
AutoCAD SHX TextJANUARY, 2018
AutoCAD SHX TextLATEST REV:
AutoCAD SHX TextFLUSHING HYDRANT. SEE SECTION 15190 FOR SPECIFICATIONS.
AutoCAD SHX TextN.T.S.
AutoCAD SHX TextNOTES: 1. HYDRANTS SHALL BE SELF-DRAINING, AND HYDRANTS SHALL BE SELF-DRAINING, AND NON-FREEZING. INLET SHALL BE MJ. OUTLET SHALL BE 2-1/2" NST. 2. POLYETHYLENE ENCASING ON ALL DI PIPE POLYETHYLENE ENCASING ON ALL DI PIPE WHERE REQUIRED. 3. ENCASE OR COAT BRASS AS NEEDED.ENCASE OR COAT BRASS AS NEEDED.
AutoCAD SHX TextE.N.
ELEVATION
PLAN VIEW
PERMANENT BLOWOFF ASSEMBLY DETAIL-BELOW GRADE
STANDARD DETAIL
PERMANENT BLOWOFF ASSEMBLY
DETAIL-BELOW GRADE
AutoCAD SHX TextFINISHED GRADE
AutoCAD SHX TextBOTTOM OF TRENCH
AutoCAD SHX TextTERMINATION PIPE
AutoCAD SHX Text2" BALL VALVE
AutoCAD SHX TextVALVE BOX
AutoCAD SHX Text5 1/4" ID VALVE BOX PLACED ON COMPACTED FILL (SEE NOTE 1)
AutoCAD SHX TextFLUSHING HYDRANT. SEE SECTION 15190 FOR SPECIFICATIONS.
AutoCAD SHX Text3/4" CLEAN GRANULAR CRUSHED STONE
AutoCAD SHX Text(2) 2" 90° BRASS ELL(SEE NOTE 4)
AutoCAD SHX TextBRASS NIPPLE. VARIABLE LENGTH TO ADJUST FOR HEIGHT
AutoCAD SHX TextNOTES: 1. IF PERMANENT BLOWOFF ASSEMBLY IS TO IF PERMANENT BLOWOFF ASSEMBLY IS TO BE INSTALLED OUTSIDE OF PAVEMENT, USE OF METER PIT IS ACCEPTABLE, IN LIEU OF VALVE BOXES. 2. POLYETHYLENE ENCASING ON ALL D.I. PIPE POLYETHYLENE ENCASING ON ALL D.I. PIPE WHERE REQUIRED. 3. ENCASE OR COAT BRASS AS NEEDED. ENCASE OR COAT BRASS AS NEEDED. 4. INSTALL BRASS PIPE AND FITTINGS AS INSTALL BRASS PIPE AND FITTINGS AS REQUIRED TO PROPERLY POSITION FLUSHING HYDRANT.
AutoCAD SHX TextBRASS NIPPLE
AutoCAD SHX TextTAPPED PLUG OR CAP
AutoCAD SHX TextTERMINATION PIPE
AutoCAD SHX TextFLUSHING HYDRANT (SEE ABOVE)
AutoCAD SHX Text2" 90° BRASS ELL(VERTICAL)
AutoCAD SHX Text2"x10" BRASS NIPPLE (SEE NOTE 4)
AutoCAD SHX Text90° BRASS ELL (HORIZONTAL)(SEE NOTE 4)
AutoCAD SHX TextDRAIN HOLE
AutoCAD SHX TextOPERATING NUT
AutoCAD SHX TextCONCRETE SUPPORT BLOCK
AutoCAD SHX TextN.T.S.
AutoCAD SHX TextENGINEERING DEPARTMENT 153 N. EMERSON AVENUE GREENWOOD, INDIANA 46143
AutoCAD SHX TextJANUARY, 2018
AutoCAD SHX TextDATE:
AutoCAD SHX TextAPP'D BY:
AutoCAD SHX TextS. FORD
AutoCAD SHX TextDRAWN BY:
AutoCAD SHX TextJULY, 2018
AutoCAD SHX TextLATEST REV:
AutoCAD SHX TextE.N.
GATE VALVE (12" AND SMALLER)
GATE VALVE (12" AND SMALLER)
STANDARD DETAIL
AutoCAD SHX TextFINISHED GRADE
AutoCAD SHX TextN.T.S.
AutoCAD SHX TextWATER VALVE BOX COVER
AutoCAD SHX TextADJUSTABLE CAST IRON VALVE BOX PER SPECIFICATION 15130
AutoCAD SHX TextTOP OF NUT
AutoCAD SHX TextSELF-CENTERING ALIGNMENT RING
AutoCAD SHX TextUNDISTURBED EARTH
AutoCAD SHX TextCOMPACTED "SELECT" FILL PER SPECIFICATION 02210
AutoCAD SHX TextCONCRETE SUPPORT PAD
AutoCAD SHX TextTOP OF NUT
AutoCAD SHX TextBOTTOM OF
AutoCAD SHX TextBONNET
AutoCAD SHX Text1/2" DRILL HOLE WITH RUBBER GROMMET
AutoCAD SHX TextCONCRETE PAD (WHERE INDICATED ON PLANS)
AutoCAD SHX TextTRACER WIRE
AutoCAD SHX TextPOLYETHELENE ENCASEMENT (SEE GATE VALVE NOTE)
AutoCAD SHX TextGATE VALVE NOTE THE POLYETHELENE ENCASEMENT SHALL BE INSTALLED UP TO THE OPERATING NUT, AND OVER THE LOWER PORTION OF THE VALVE BOX, LEAVING THE OPERATING NUT EXPOSED AND FREE TO BE OPERATED WITHIN THE VALVE BOX.
AutoCAD SHX TextENGINEERING DEPARTMENT 153 N. EMERSON AVENUE GREENWOOD, INDIANA 46143
AutoCAD SHX TextJANUARY, 2018
AutoCAD SHX TextDATE:
AutoCAD SHX TextAPP'D BY:
AutoCAD SHX TextS. FORD
AutoCAD SHX TextDRAWN BY:
AutoCAD SHX TextJANUARY, 2018
AutoCAD SHX TextLATEST REV:
AutoCAD SHX TextE.N.
BUTTERFLY VALVE (16" AND LARGER)
BUTTERFLY VALVE (16" AND LARGER)
STANDARD DETAIL
AutoCAD SHX TextN.T.S.
AutoCAD SHX TextFINISHED GRADE
AutoCAD SHX TextWATER VALVE BOX COVER, SET FLUSH TO GRADE
AutoCAD SHX TextCONCRETE PAD (IF REQ'D, AS INDICATED ON PLANS)
AutoCAD SHX TextSQUARE NUT
AutoCAD SHX TextSELF-CENTERING ALIGNMENT RING
AutoCAD SHX TextTRACER WIRE
AutoCAD SHX Text1/2" DRILL HOLE WITHRUBBER GROMMET
AutoCAD SHX TextTOP OF NUT
AutoCAD SHX TextBOTTOM OF
AutoCAD SHX TextBONNET
AutoCAD SHX TextADJUSTABLE CAST IRON VALVE BOX PER SPECIFICATION 15130
AutoCAD SHX TextCONCRETE SUPPORT PAD
AutoCAD SHX TextUNDISTURBED EARTH
AutoCAD SHX TextBUTTERFLY VALVE
AutoCAD SHX TextVALVE ACTUATOR
AutoCAD SHX TextPOLYETHELENE ENCASEMENT (SEE BUTTERFLY VALVE NOTE)
AutoCAD SHX TextCOMPACTED "SELECT" FILL PER SPECIFICATION 02210
AutoCAD SHX TextBUTTERFLY VALVE NOTE THE POLYETHELENE ENCASEMENT SHALL BE INSTALLED UP TO THE OPERATING NUT, AND OVER THE LOWER PORTION OF THE VALVE BOX, LEAVING THE OPERATING NUT EXPOSED AND FREE TO BE OPERATED WITHIN THE VALVE BOX.
AutoCAD SHX TextENGINEERING DEPARTMENT 153 N. EMERSON AVENUE GREENWOOD, INDIANA 46143
AutoCAD SHX TextJANUARY, 2018
AutoCAD SHX TextDATE:
AutoCAD SHX TextAPP'D BY:
AutoCAD SHX TextS. FORD
AutoCAD SHX TextDRAWN BY:
AutoCAD SHX TextJANUARY, 2018
AutoCAD SHX TextLATEST REV:
AutoCAD SHX TextE.N.
AIR VALVE DETAIL
STANDARD DETAIL
AIR VALVE
AutoCAD SHX TextN.T.S.
AutoCAD SHX TextNOTES: 1. DISTANCE BETWEEN TAP AND METER PIT/AIR VALVE ASSEMBLY SHALL BE MINIMIZED. 2. CONTRACTOR MAY INSTALL INFLOW PREVENTER ON AIR VALVE EXHAUST CONNECTION INSIDE OF PIT AS ALTERNATIVE TO ABOVE GROUND EXHAUST. INFLOW PREVENTER MUST BE APPROVED BY ENGINEER AND CONFORM TO AWWA C514.
AutoCAD SHX TextCORPORATION. SEE SPECIFICATION FOR VALVE MANUFACTURER, AND MODEL. SIZE PER INAW SPECIFICATION AND MANUFACTURER RECOMMENDATION
AutoCAD SHX TextWATER MAIN
AutoCAD SHX Text3/4" CLEAN STONE
AutoCAD SHX TextCONCRETE BLOCKS (TYP)
AutoCAD SHX Text30" DIA. PLASTIC METER PIT
AutoCAD SHX TextCURB STOP (BRASS) SIZE PER INAW SPECIFICATION AND MANUFACTURER RECOMMENDATION
AutoCAD SHX Text1 1/2"
AutoCAD SHX Text1 1/2"
AutoCAD SHX TextSECURE AIR EXHAUST LINE TO PIPE BOLLARD USING SS BINDING WITH RUBBERIZED INSULATION
AutoCAD SHX TextPIPE BOLLARD (PAINTED BLUE) WITH FLUORESCENT STRIP
AutoCAD SHX TextCONTRACTOR SHALL INSTALL A No. 8 SS SCREENED DOWNWARD FACING ELBOW A MINIMUM OF 12" ABOVE GRADE. SEE NOTE #2
AutoCAD SHX TextAIR EXHAUST LINE SCH 40 GALVANIZED STEEL SIZE PER INAW SPECIFICATION AND MANUFACTURER RECOMMENDATION
AutoCAD SHX Text12"
AutoCAD SHX Text12"
AutoCAD SHX TextSEE SPECIFICATION FOR APPROVED VALVE MANUFACTURER, AND MODEL.
AutoCAD SHX Text36"
AutoCAD SHX Text36"
AutoCAD SHX Text18"
AutoCAD SHX Text18"
AutoCAD SHX TextINSECT SCREEN
AutoCAD SHX TextENGINEERING DEPARTMENT 153 N. EMERSON AVENUE GREENWOOD, INDIANA 46143
AutoCAD SHX TextDECEMBER, 2018
AutoCAD SHX TextDATE:
AutoCAD SHX TextAPP'D BY:
AutoCAD SHX TextS. FORD
AutoCAD SHX TextDRAWN BY:
AutoCAD SHX TextDECEMBER, 2018
AutoCAD SHX TextLATEST REV:
AutoCAD SHX TextE.N.
AutoCAD SHX TextCURB BOX PER SPECIFICATION
TAPPING SLEEVE AND TAPPING VALVE DETAIL
TAPPING SLEEVE AND
TAPPING VALVE
STANDARD DETAIL
AutoCAD SHX TextNEW PIPE
AutoCAD SHX TextEXISTING PIPE
AutoCAD SHX TextEXISTING PIPE
AutoCAD SHX TextNOTE: 1. RETAINER GLAND PER SPECIFICATION 15130. 2. TAPPING SLEEVE FOR HDPE PIPE MUST BE APPROVED FOR THE APPLICATION BY THE MANUFACTURER AND INAWC.
AutoCAD SHX TextTAPPING SLEEVE PER SPECIFICATION 15170
AutoCAD SHX TextTHRUST BLOCK
AutoCAD SHX TextFLANGExMECHANICAL JOINT TAPPING VALVE
AutoCAD SHX TextN.T.S.
AutoCAD SHX TextRETAINER GLAND
AutoCAD SHX TextENGINEERING DEPARTMENT 153 N. EMERSON AVENUE GREENWOOD, INDIANA 46143
AutoCAD SHX TextJANUARY, 2018
AutoCAD SHX TextDATE:
AutoCAD SHX TextAPP'D BY:
AutoCAD SHX TextS. FORD
AutoCAD SHX TextDRAWN BY:
AutoCAD SHX TextJANUARY, 2018
AutoCAD SHX TextLATEST REV:
AutoCAD SHX TextE.N.
BENDS TEES
PLUGSSECTION A
THRUST BLOCK DETAIL
STANDARD DETAIL
THRUST BLOCKS
AutoCAD SHX TextA
AutoCAD SHX TextA
AutoCAD SHX TextA
AutoCAD SHX TextA
AutoCAD SHX TextBENDS, TEES & CROSSES
AutoCAD SHX Text18"
AutoCAD SHX Text18"
AutoCAD SHX TextNOTES: 1. THRUST BLOCK DIMENSIONS SHALL BE PROVIDED BY THE DESIGN ENGINEER. THRUST BLOCK DIMENSIONS SHALL BE PROVIDED BY THE DESIGN ENGINEER. 2. THRUST BLOCKS SHALL BE INSTALLED AGAINST UNDISTURBED SOIL WITH ADEQUATE BEARING THRUST BLOCKS SHALL BE INSTALLED AGAINST UNDISTURBED SOIL WITH ADEQUATE BEARING TO PREVENT MOVEMENT OF FITTING. 3. NO THRUST BLOCKS TO BE PLACED IN SEWER LATERAL DITCHES. NO THRUST BLOCKS TO BE PLACED IN SEWER LATERAL DITCHES. 4. THRUST BLOCKING MUST FIT IN EASEMENT, IN SOME CASES ADDITIONAL RESTRAINT MAY BE THRUST BLOCKING MUST FIT IN EASEMENT, IN SOME CASES ADDITIONAL RESTRAINT MAY BE REQUIRED. 5. DESIGN TO BE BASED ON 200 PSI HYDROSTATIC WATER PRESSURE (150 PSI STATIC PRESSURE DESIGN TO BE BASED ON 200 PSI HYDROSTATIC WATER PRESSURE (150 PSI STATIC PRESSURE PLUS 50 PSI WATER HAMMER). 6. INSTALL POLYETHYLENE ENCASEMENT ON ALL D.I. PIPE AND FITTINGS PRIOR TO POURING INSTALL POLYETHYLENE ENCASEMENT ON ALL D.I. PIPE AND FITTINGS PRIOR TO POURING CONCRETE. 7. PIPE JOINTS AND BOLTS MUST BE ACCESSIBLE. PIPE JOINTS AND BOLTS MUST BE ACCESSIBLE. 8. ALLOW SUFFICIENT CLEARANCE BETWEEN CONCRETE AND BOLTS FOR FUTURE MAINTENANCE. ALLOW SUFFICIENT CLEARANCE BETWEEN CONCRETE AND BOLTS FOR FUTURE MAINTENANCE. 9. ALL ANCHOR BOLTS SHALL BE CORROSION RESISTANT, AND SIZED PER SPECIFICATION. ALL ANCHOR BOLTS SHALL BE CORROSION RESISTANT, AND SIZED PER SPECIFICATION. 10. THRUST BLOCKING DETAILS ARE SHOWN HERE FOR TYPICAL INSTALLATIONS. IN SOME CASES, THRUST BLOCKING DETAILS ARE SHOWN HERE FOR TYPICAL INSTALLATIONS. IN SOME CASES, ADDITIONAL RESTRAINT MAY BE REQUIRED. 11. CONCRETE USED FOR THRUST BLOCKS SHALL BE MIN 3000 PSI CONCRETE. CONCRETE USED FOR THRUST BLOCKS SHALL BE MIN 3000 PSI CONCRETE. 12. FOR UNSTABLE SOIL CONDITIONS, THE ENGINEER SHALL VERIFY THRUST BLOCK DIMENSIONS.FOR UNSTABLE SOIL CONDITIONS, THE ENGINEER SHALL VERIFY THRUST BLOCK DIMENSIONS.
AutoCAD SHX TextN.T.S.
AutoCAD SHX TextRETAINER GLAND
AutoCAD SHX TextKEEP CONCRETE CLEAR OF BELL
AutoCAD SHX TextPOURED CONCRETE THRUST BLOCK (TYP.)
AutoCAD SHX TextRETAINER GLAND
AutoCAD SHX TextPOLYETHELENE ENCASEMENT
AutoCAD SHX TextRETAINER GLAND
AutoCAD SHX TextPOLYETHELENE ENCASEMENT
AutoCAD SHX TextPOLYETHELENE ENCASEMENT
AutoCAD SHX TextPOLYETHELENE ENCASEMENT
AutoCAD SHX TextENGINEERING DEPARTMENT 153 N. EMERSON AVENUE GREENWOOD, INDIANA 46143
AutoCAD SHX TextJANUARY, 2018
AutoCAD SHX TextDATE:
AutoCAD SHX TextAPP'D BY:
AutoCAD SHX TextS. FORD
AutoCAD SHX TextDRAWN BY:
AutoCAD SHX TextJANUARY, 2018
AutoCAD SHX TextLATEST REV:
AutoCAD SHX TextE.N.
ANCHOR COLLAR DETAIL
SECTION A-A
PLAN
STANDARD DETAIL
ANCHOR COLLAR DETAIL
AutoCAD SHX TextN.T.S.
AutoCAD SHX TextFINISHED GRADE
AutoCAD SHX TextUNDISTURBED SOIL
AutoCAD SHX TextA
AutoCAD SHX TextA
AutoCAD SHX TextREBAR, SEE NOTE #5
AutoCAD SHX TextREBAR, SEE NOTE #5
AutoCAD SHX Text3" CLEAR
AutoCAD SHX Text3" CLEAR
AutoCAD SHX Text2" CLEAR
AutoCAD SHX Text2" CLEAR
AutoCAD SHX TextFACE OF BELL
AutoCAD SHX TextEDGE OF ANCHOR COLLAR
AutoCAD SHX TextPUSH-ON JOINT
AutoCAD SHX TextREBAR, SEE NOTE #5
AutoCAD SHX TextMJ RETAINER GLAND, OR EQUAL. SEE NOTE #4
AutoCAD SHX TextCONCRETE ANCHOR COLLAR
AutoCAD SHX TextEDGE OF TRENCH
AutoCAD SHX TextNOTES: 1. CENTER BLOCK ON PIPE. 2. ONE RETAINER GLAND SHALL BE INSTALLED TOWARDS BELL. 3. DO NOT USE RESTRAINED JOINT GASKETS. 4. FOR HDPE PIPE, A WALL ANCHOR IS REQUIRED INSTEAD OF AN MJ RETAINER GLAND. 5. DIMENSION AND REBAR REQUIREMENTS TO BE DETERMINED BY DESIGN ENGINEER.
AutoCAD SHX TextENGINEERING DEPARTMENT 153 N. EMERSON AVENUE GREENWOOD, INDIANA 46143
AutoCAD SHX TextJANUARY, 2018
AutoCAD SHX TextDATE:
AutoCAD SHX TextAPP'D BY:
AutoCAD SHX TextS. FORD
AutoCAD SHX TextDRAWN BY:
AutoCAD SHX TextJANUARY, 2018
AutoCAD SHX TextLATEST REV:
AutoCAD SHX TextE.N.
HORIZONTAL OFFSET REQUIREMENTS VERTICAL OFFSET REQUIREMENTS
REQUIRED SEPARATION BETWEEN WATER MAINSAND SANITARY/STORM SEWERS & STRUCTURES
STANDARD DETAIL
SEWER SEPARATION
HORIZONTAL OFFSET REQUIREMENTSFOR SANITARY/STORM SEWER STRUCTURES
AutoCAD SHX TextBASIC SEPARATION REQUIREMENTS: 1. WATER MAINS AND SEWERS SHOULD BE SEPARATED AS FAR AS IS REASONABLE IN BOTH THE HORIZONTAL AND VERTICAL DIRECTIONS. THE STANDARD DEPTH OF COVER REQUIREMENTS PER COUNTY, AS SPECIFIED IN 327 IAC 8, SHALL BE MAINTAINED FOR ALL WATER MAIN CROSSINGS. 2. PARALLEL CONSTRUCTION: THE HORIZONTAL DISTANCE BETWEEN PRESSURE WATER MAINS AND SEWERS SHALL BE AT LEAST 10 AT LEAST 10 FEET 3. PERPENDICULAR CONSTRUCTION (CROSSING): PRESSURE WATER MAINS SHALL BE AT LEAST 18" ABOVE SANITARY/STORM SEWERS WHERE THESE LINES MUST CROSS. THE CROSSING MUST BE AT A MINIMUM ANGLE OF 45 DEGREES.
AutoCAD SHX Text10'
AutoCAD SHX Text10'
AutoCAD SHX TextWATER MAIN
AutoCAD SHX TextSANITARY/STORM SEWER
AutoCAD SHX Text18"
AutoCAD SHX Text18"
AutoCAD SHX TextWATER MAIN
AutoCAD SHX TextENGINEERING DEPARTMENT 153 N. EMERSON AVENUE GREENWOOD, INDIANA 46143
AutoCAD SHX TextJANUARY, 2018
AutoCAD SHX TextDATE:
AutoCAD SHX TextAPP'D BY:
AutoCAD SHX TextS. FORD
AutoCAD SHX TextDRAWN BY:
AutoCAD SHX TextJULY, 2018
AutoCAD SHX TextLATEST REV:
AutoCAD SHX TextSANITARY/STORM SEWER
AutoCAD SHX TextSANITARY/STORM SEWER STRUCTURE
AutoCAD SHX TextWATER MAIN
AutoCAD SHX TextE.N.
CASING INSTALLATION DETAILSECTION A-A
ELEVATION
STANDARD DETAIL
CASING INSTALLATION
AutoCAD SHX TextNOTE: WHERE STEEL CASING IS REQUIRED PER THE ALTERNATIVE TECHNICAL STANDARD, A MINIMUM OF 6 INCHES OF SEPARATION IS REQUIRED BETWEEN THE EXTERIOR OF THE CASING AND THE SEWER PIPE, OR STRUCTURE.
AutoCAD SHX TextA
AutoCAD SHX TextA
AutoCAD SHX TextN.T.S.
AutoCAD SHX TextCASING END SEAL PER SPECIFICATION 02220
AutoCAD SHX TextWATER MAIN PER PLANS
AutoCAD SHX TextSTAINLESS STEEL BAND (TYP.)
AutoCAD SHX TextSTEEL CASING PER PLANS AND/OR SPECIFICATION 02220
AutoCAD SHX TextRESTRAINED PIPE EXTENDING AT LEAST 5 FEET BEYOND CASING
AutoCAD SHX TextSTEEL CASING SEE SPECIFICATION 02220
AutoCAD SHX TextWATER MAIN
AutoCAD SHX TextCASING SPACER PER SPECIFICATION 02220
AutoCAD SHX TextSPACING PER MANUFACTURERS RECOMMENDATION
AutoCAD SHX TextENGINEERING DEPARTMENT 153 N. EMERSON AVENUE GREENWOOD, INDIANA 46143
AutoCAD SHX TextJANUARY, 2018
AutoCAD SHX TextDATE:
AutoCAD SHX TextAPP'D BY:
AutoCAD SHX TextS. FORD
AutoCAD SHX TextDRAWN BY:
AutoCAD SHX TextJANUARY, 2018
AutoCAD SHX TextLATEST REV:
AutoCAD SHX TextE.N.
TYPICAL SECTION
TYPICAL PROFILE
MINOR STREAM CROSSING WITH CONCRETE ENCASEMENT DETAIL
STANDARD DETAIL
MINOR STREAM CROSSING WITH
CONCRETE ENCASEMENT
AutoCAD SHX TextL WATER MAIN
AutoCAD SHX TextNOTES: 1. MINIMUM ENCASEMENT LIMITS ARE SHOWN ON THE DRAWINGS. THE MINIMUM ENCASEMENT LIMITS ARE SHOWN ON THE DRAWINGS. THE ACTUAL LIMITS SHALL BE DETERMINED BY THE ENGINEER AT THE TIME OF CONSTRUCTION SUCH THAT THE ENCASEMENT TERMINATES AT A PIPE JOINT. THE JOINT SHALL BE FREE OF CONCRETE SO AS TO PROVIDE A FLEXIBLE JOINT. 2. REQUIRED COVER UNDER SMALL CREEKS, WASHES AND DRY STEADY REQUIRED COVER UNDER SMALL CREEKS, WASHES AND DRY STEADY BEDS SHALL BE PER LOCAL REQUIREMENTS.
AutoCAD SHX TextTOP OF
AutoCAD SHX TextBANK
AutoCAD SHX TextTOP OF
AutoCAD SHX TextBANK
AutoCAD SHX Textc
AutoCAD SHX TextEXISTING GRADE
AutoCAD SHX TextCOMPACTED BACKFILL
AutoCAD SHX TextCONCRETE ENCASEMENT
AutoCAD SHX TextMAIN
AutoCAD SHX TextCOMPACTED BACKFILL WITH APPROVED MATERIAL
AutoCAD SHX TextSTREAM BOTTOM
AutoCAD SHX TextCONCRETE ENCASEMENT
AutoCAD SHX TextANY EXCAVATION BEYOND THE LIMITS AS SHOWN SHALL BE FILLED WITH CONCRETE AT THE CONTRACTOR'S EXPENSE
AutoCAD SHX TextN.T.S.
AutoCAD SHX TextPOLYETHELENE ENCASED
AutoCAD SHX TextENGINEERING DEPARTMENT 153 N. EMERSON AVENUE GREENWOOD, INDIANA 46143
AutoCAD SHX TextJANUARY, 2018
AutoCAD SHX TextDATE:
AutoCAD SHX TextE.N.
AutoCAD SHX TextAPP'D BY:
AutoCAD SHX TextS. FORD
AutoCAD SHX TextDRAWN BY:
AutoCAD SHX TextJANUARY, 2018
AutoCAD SHX TextLATEST REV:
STREAM CROSSING DETAIL - HORIZONTAL DIRECTIONAL DRILL
STANDARD DETAIL
STREAM CROSSING DETAIL -
HORIZONTAL DIRECTIONAL DRILL
AutoCAD SHX TextN.T.S.
AutoCAD SHX TextTOP OF BANK
AutoCAD SHX TextTOP OF BANK
AutoCAD SHX Text5'-0"
AutoCAD SHX Text5'-0"
AutoCAD SHX TextENGINEERING DEPARTMENT 153 N. EMERSON AVENUE GREENWOOD, INDIANA 46143
AutoCAD SHX TextJANUARY, 2018
AutoCAD SHX TextDATE:
AutoCAD SHX TextAPP'D BY:
AutoCAD SHX TextS. FORD
AutoCAD SHX TextDRAWN BY:
AutoCAD SHX TextJANUARY, 2018
AutoCAD SHX TextLATEST REV:
AutoCAD SHX TextMAINTAIN
AutoCAD SHX TextMAINTAIN
AutoCAD SHX TextMAINTAIN
AutoCAD SHX TextMAINTAIN
AutoCAD SHX TextMAINTAIN
AutoCAD SHX TextMAINTAIN
AutoCAD SHX TextMAINTAIN
AutoCAD SHX TextMAINTAIN
AutoCAD SHX TextOPEN CUT WATER MAIN
AutoCAD SHX TextEXISTING GROUND
AutoCAD SHX TextSTREAM BOTTOM
AutoCAD SHX TextHORIZONTAL DIRECTIONAL DRILL (HDD) DIPS DR-11 HDPE
AutoCAD SHX TextMJ ADAPTER
AutoCAD SHX TextANCHOR COLLAR (SEE ANCHOR COLLAR DETAIL)
AutoCAD SHX TextANCHOR COLLAR (SEE ANCHOR COLLAR DETAIL)
AutoCAD SHX TextMJ ADAPTER
AutoCAD SHX TextOPEN CUT WATER MAIN
AutoCAD SHX TextISOLATION VALVE
AutoCAD SHX TextISOLATION VALVE
AutoCAD SHX TextE.N.
SINGLE WATER SERVICE CONNECTION
STANDARD DETAIL
SINGLE WATER SERVICE
AutoCAD SHX TextNOTES: 1. CORPORATION STOP WITH STRAIGHT COUPLING NUT. SERVICE SADDLES WILL BE CORPORATION STOP WITH STRAIGHT COUPLING NUT. SERVICE SADDLES WILL BE USED FOR ALL TAPS IN A/C, PVC OR CONCRETE MAINS. SIDEWALL FUSED SADDLES FOR ALL TAPS ON HDPE MAINS. 2. METER PITS PER SPECIFICATION 15200. METER PITS PER SPECIFICATION 15200. 3. METER PIT LOCATION TO BE DETERMINED BY LOCAL AUTHORITY AND INAWC. METER PIT LOCATION TO BE DETERMINED BY LOCAL AUTHORITY AND INAWC. 4. SERVICE LINE AND METER PIT OWNERSHIP VARIES BY LOCAL TARIFF. SERVICE LINE AND METER PIT OWNERSHIP VARIES BY LOCAL TARIFF. 5. CONNECTIONS BETWEEN PIPE LENGTHS SHALL BE COMPRESSION OR FLARE AND CONNECTIONS BETWEEN PIPE LENGTHS SHALL BE COMPRESSION OR FLARE AND MAY DEPEND ON LOCAL PLUMBING REQUIREMENT.
AutoCAD SHX TextMETER BOX COVER W/LID & LID BOLT W/TOUCH PAD SET FLUSH TO FINISHED GRADE
AutoCAD SHX TextCURB LINE
AutoCAD SHX TextSIDEWALK
AutoCAD SHX TextGRADE LINE
AutoCAD SHX TextMETER WITH TOUCH READ, OR RF UNIT
AutoCAD SHX TextDISTANCE VARIES ACCORDING TO RIGHT-OF-WAY
AutoCAD SHX TextDISTANCE VARIES ACCORDING TO RIGHT-OF-WAY
AutoCAD SHX TextWATER MAIN
AutoCAD SHX TextCORPORATION STOP WITH ELECTRIC ISOLATION (SEE NOTE 1)
AutoCAD SHX TextMETER CHAMBER TO BE SET ON A FLAT BRICK, STONE, OR UNDISTURBED SOIL
AutoCAD SHX TextPE PIPE
AutoCAD SHX TextBASEMENT FLOOR
AutoCAD SHX TextINSIDE BUILDING WALL
AutoCAD SHX TextMAIN SHUTOFF VALVE (BY CUSTOMER)
AutoCAD SHX TextOPTIONAL DUAL CHECK VALVE (BY CUSTOMER)
AutoCAD SHX TextCOUPLING
AutoCAD SHX Text1/2" GAL. PIPE METER SUPPORTS
AutoCAD SHX TextNEW OR EXISTING SERVICE LINE (BY CUSTOMER)
AutoCAD SHX Text1'-0"
AutoCAD SHX Text1'-0"
AutoCAD SHX Text4"Hx3"W NOTCH IN METER PIT
AutoCAD SHX TextSHUT OFF VALVE
AutoCAD SHX TextMETER PIT (SEE NOTES 2 & 3)
AutoCAD SHX TextCLEARANCE SHALL BE EQUAL DISTANCE EACH SIDE
AutoCAD SHX TextFLOOR JOIST
AutoCAD SHX TextPE STIFFENER
AutoCAD SHX TextTRACER WIRE
AutoCAD SHX TextMINIMUM COVER
AutoCAD SHX TextMINIMUM COVER
AutoCAD SHX TextMETER SET OR YOKE PER LOCAL DISTRICT REQUIREMENTS (SEE SPECIFICATION 01011)
AutoCAD SHX TextENGINEERING DEPARTMENT 153 N. EMERSON AVENUE GREENWOOD, INDIANA 46143
AutoCAD SHX TextJANUARY, 2018
AutoCAD SHX TextDATE:
AutoCAD SHX TextE.N.
AutoCAD SHX TextAPP'D BY:
AutoCAD SHX TextS. FORD
AutoCAD SHX TextDRAWN BY:
AutoCAD SHX TextJANUARY, 2018
AutoCAD SHX TextLATEST REV:
AutoCAD SHX TextALTERNATE METER SUPPORT BY STRAPPING SETTER/YOKE TO (2) #6 REBAR.
AutoCAD SHX TextN.T.S.
STANDARD DETAIL
DUAL WATER SERVICE
DUAL WATER SERVICE CONNECTION
AutoCAD SHX TextENGINEERING DEPARTMENT 153 N. EMERSON AVENUE GREENWOOD, INDIANA 46143
AutoCAD SHX TextJANUARY, 2018
AutoCAD SHX TextDATE:
AutoCAD SHX TextE.N.
AutoCAD SHX TextAPP'D BY:
AutoCAD SHX TextS. FORD
AutoCAD SHX TextDRAWN BY:
AutoCAD SHX TextJANUARY, 2018
AutoCAD SHX TextLATEST REV:
AutoCAD SHX TextNOTES: 1. CORPORATION STOP WITH STRAIGHT COUPLING NUT. SERVICE SADDLES WILL BE CORPORATION STOP WITH STRAIGHT COUPLING NUT. SERVICE SADDLES WILL BE USED FOR ALL TAPS IN A/C, PVC OR CONCRETE MAINS. SIDEWALL FUSION SADDLES FOR HDPE. 2. METER PITS PER SPECIFICATION 01011. METER PITS PER SPECIFICATION 01011. 3. METER PIT LOCATION TO BE DETERMINED BY LOCAL AUTHORITY AND INAWC. METER PIT LOCATION TO BE DETERMINED BY LOCAL AUTHORITY AND INAWC. 4. SERVICE LINE AND METER PIT OWNERSHIP VARIES BY LOCAL TARIFF. SERVICE LINE AND METER PIT OWNERSHIP VARIES BY LOCAL TARIFF. 5. CONNECTIONS BETWEEN PIPE LENGTHS SHALL BE COMPRESSION OR FLARE AND CONNECTIONS BETWEEN PIPE LENGTHS SHALL BE COMPRESSION OR FLARE AND MAY DEPEND ON LOCAL PLUMBING REQUIREMENT.
AutoCAD SHX TextCURB LINE
AutoCAD SHX TextSIDEWALK
AutoCAD SHX TextGRADE LINE
AutoCAD SHX Text(2) METERS WITH TOUCH READ, OR RF UNIT
AutoCAD SHX TextDISTANCE VARIES ACCORDING TO RIGHT-OF-WAY
AutoCAD SHX TextDISTANCE VARIES ACCORDING TO RIGHT-OF-WAY
AutoCAD SHX TextWATER MAIN
AutoCAD SHX TextCORPORATION STOP WITH ELECTRIC ISOLATION (SEE NOTE 1)
AutoCAD SHX TextDUAL METER CHAMBER TO BE SET ON A FLAT BRICK, STONE, OR UNDISTURBED SOIL
AutoCAD SHX TextBASEMENT FLOOR
AutoCAD SHX TextINSIDE BUILDING WALL
AutoCAD SHX TextMAIN SHUTOFF VALVE (BY CUSTOMER)
AutoCAD SHX TextOPTIONAL DUAL CHECK VALVE (BY CUSTOMER)
AutoCAD SHX TextCOUPLING
AutoCAD SHX Text1/2" GAL. PIPE METER SUPPORTS
AutoCAD SHX TextNEW OR EXISTING SERVICE LINE (BY CUSTOMER)
AutoCAD SHX Text1'-0"
AutoCAD SHX Text1'-0"
AutoCAD SHX Text4"Hx3"W NOTCH IN METER PIT
AutoCAD SHX TextDUAL METER SETS OR YOKES PER LOCAL DISTRICT REQUIREMENTS (SEE SPECIFICATION 01011)
AutoCAD SHX TextSHUT OFF VALVE
AutoCAD SHX TextDUAL METER PIT (SEE NOTE 3)
AutoCAD SHX TextCLEARANCE SHALL BE EQUAL DISTANCE EACH SIDE
AutoCAD SHX TextFLOOR JOIST
AutoCAD SHX TextPE STIFFENER
AutoCAD SHX TextTRACER WIRE
AutoCAD SHX TextMINIMUM COVER
AutoCAD SHX TextMINIMUM COVER
AutoCAD SHX TextN.T.S.
AutoCAD SHX Text1" PE SERVICE TO SPLITTER REQ'D.
AutoCAD SHX TextDUAL METER BOX COVER W/LID & LID BOLT W/TOUCH PAD SET FLUSH TO FINISHED GRADE
AutoCAD SHX TextPE PIPE
AutoCAD SHX TextALTERNATE METER SUPPORT BY STRAPPING SETTER/YOKE TO (2) #6 REBAR.
Sheets and ViewsDETAILS-DEVELOPER-HYDRANTDETAILS-DEVELOPER-HYD INSTALLDETAILS-DEVELOPER-HYD DEAD ENDDETAILS-DEVELOPER-PIPE BOLLARDDETAILS-DEVELOPER-PERM BOA-ABOVE GRADEDETAILS-DEVELOPER-PERM BOA-BELOW GRADEDETAILS-DEVELOPER-GATE VLVDETAILS-DEVELOPER-BFLY VLVDETAILS-DEVELOPER-TS & VDETAILS-DEVELOPER-THRUST BLOCKDETAILS-DEVELOPER-ANCHOR COLLARDETAILS-DEVELOPER-SEWER SEPARATIONDETAILS-DEVELOPER-CASINGDETAILS-DEVELOPER-MINOR STRM XINGDETAILS-DEVELOPER-HDD STRM XINGDETAILS-DEVELOPER-SVC CONXNDETAILS-DEVELOPER-DUAL SVC
AIR VALVE.pdfSheets and ViewsAIR VALVE