SECTION FIRE HYDRANT DETAILS - American Water...fire hydrant detail. n.t.s. concrete thrust block....

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 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 TextHYDRANT




AutoCAD SHX Text90° ELBOW








AutoCAD SHX TextMJ ADAPTER


AutoCAD SHX TextHDPE

AutoCAD SHX TextDI


AutoCAD SHX TextDI


AutoCAD SHX TextDI



AutoCAD SHX TextDI




AutoCAD SHX TextBRANCH



AutoCAD SHX Text90° ELBOW



AutoCAD SHX TextBRANCH











SECTION

TEMPORARY DEAD-END FIRE HYDRANT

STANDARD DETAIL

TEMPORARY DEAD-END

FIRE HYDRANT DETAIL


AutoCAD SHX TextCONCRETE THRUST BLOCK


AutoCAD SHX TextFIRE HYDRANT (SEE NOTE 2)

AutoCAD SHX Text6" DI LATERAL


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.










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 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 Text2" MJ INLET

AutoCAD SHX TextFINISH GRADE

AutoCAD SHX Text2-1/2" NST OUTLET









AutoCAD SHX TextFLUSHING HYDRANT. SEE SECTION 15190 FOR SPECIFICATIONS.


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.


ELEVATION

PLAN VIEW

PERMANENT BLOWOFF ASSEMBLY DETAIL-BELOW GRADE

STANDARD DETAIL

PERMANENT BLOWOFF ASSEMBLY

DETAIL-BELOW 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 TextOPERATING NUT












GATE VALVE (12" AND SMALLER)

GATE VALVE (12" AND SMALLER)

STANDARD DETAIL



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 TextCOMPACTED "SELECT" FILL PER SPECIFICATION 02210

AutoCAD SHX TextCONCRETE SUPPORT PAD


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 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.










BUTTERFLY VALVE (16" AND LARGER)

BUTTERFLY VALVE (16" AND LARGER)

STANDARD DETAIL



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 Text1/2" DRILL HOLE WITHRUBBER GROMMET


AutoCAD SHX TextBOTTOM OF

AutoCAD SHX TextBONNET

AutoCAD SHX TextADJUSTABLE CAST IRON VALVE BOX PER SPECIFICATION 15130

AutoCAD SHX TextCONCRETE SUPPORT PAD


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.










AIR VALVE DETAIL

STANDARD DETAIL

AIR VALVE


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 TextDECEMBER, 2018





AutoCAD SHX TextDECEMBER, 2018



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 TextRETAINER GLAND










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 TextKEEP CONCRETE CLEAR OF BELL

AutoCAD SHX TextPOURED CONCRETE THRUST BLOCK (TYP.)


AutoCAD SHX TextPOLYETHELENE ENCASEMENT














ANCHOR COLLAR DETAIL

SECTION A-A

PLAN

STANDARD DETAIL

ANCHOR COLLAR DETAIL



AutoCAD SHX TextUNDISTURBED SOIL

AutoCAD SHX TextA

AutoCAD SHX TextA

AutoCAD SHX TextREBAR, SEE NOTE #5


AutoCAD SHX Text3" CLEAR




AutoCAD SHX TextFACE OF BELL

AutoCAD SHX TextEDGE OF ANCHOR COLLAR

AutoCAD SHX TextPUSH-ON JOINT


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.










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 TextSANITARY/STORM SEWER

AutoCAD SHX Text18"

AutoCAD SHX Text18"










AutoCAD SHX TextSANITARY/STORM SEWER

AutoCAD SHX TextSANITARY/STORM SEWER STRUCTURE



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 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 TextCASING SPACER PER SPECIFICATION 02220

AutoCAD SHX TextSPACING PER MANUFACTURERS RECOMMENDATION










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 TextPOLYETHELENE ENCASED










STREAM CROSSING DETAIL - HORIZONTAL DIRECTIONAL DRILL

STANDARD DETAIL

STREAM CROSSING DETAIL -

HORIZONTAL DIRECTIONAL DRILL


AutoCAD SHX TextTOP OF BANK

AutoCAD SHX TextTOP OF BANK

AutoCAD SHX Text5'-0"










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 TextANCHOR COLLAR (SEE ANCHOR COLLAR DETAIL)

AutoCAD SHX TextANCHOR COLLAR (SEE ANCHOR COLLAR DETAIL)


AutoCAD SHX TextOPEN CUT WATER MAIN

AutoCAD SHX TextISOLATION VALVE

AutoCAD SHX TextISOLATION VALVE


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 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 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 TextMINIMUM COVER


AutoCAD SHX TextMETER SET OR YOKE PER LOCAL DISTRICT REQUIREMENTS (SEE SPECIFICATION 01011)










AutoCAD SHX TextALTERNATE METER SUPPORT BY STRAPPING SETTER/YOKE TO (2) #6 REBAR.


STANDARD DETAIL

DUAL WATER SERVICE

DUAL WATER SERVICE CONNECTION










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 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 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 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

SECTION FIRE HYDRANT DETAILS - American Water...fire hydrant detail. n.t.s. concrete thrust block....

Documents

Transcript of SECTION FIRE HYDRANT DETAILS - American Water...fire hydrant detail. n.t.s. concrete thrust block....