Mt. Wayte Avenue

Mt. Wayte Avenue

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PROPOSED DISTRICT REGULATOR ON MT. WAYTE AVENUEFRAMINGHAM, MA W.O. #02305170, 02305171

DRAWING LIST

MA-MAR-REG-20-219-01 LOCATION PLANMA-MAR-REG-20-219-02 CONSTRUCTION NOTES, PROJECT SEQUENCING, AND BOMMA-MAR-REG-20-219-03 ABANDONMENT PLANMA-MAR-REG-20-219-04 INSTALLATION PLANMA-MAR-REG-20-219-05 INSTALLATION PLAN, SECTIONS, AND DETAILSMA-MAR-REG-20-219-06 TIE-IN PLANSMA-MAR-REG-20-219-07 CATHODIC PROTECTION INSTALLATION PLANMA-MAR-REG-20-219-08 PREFABRICATION SPARE PIT RIGHT TO LEFT FLOWMA-MAR-REG-20-219-09 PREFABRICATION MONITOR PIT RIGHT TO LEFT FLOWMA-MAR-REG-20-219-10 PREFABRICATION CONTROL PIT RIGHT TO LEFT FLOWMA-MAR-REG-20-219-11 PREFABRICATION GROVE REGULATOR ASSEMBLIESMA-MAR-REG-20-219-12 PREFABRICATION MOONEY REGULATOR ASSEMBLIESMA-MAR-REG-20-219-13 PREFABRICATION SPOOL ASSEMBLYMA-MAR-REG-20-219-14 PREFABRICATION SPARE PIT DETAILS

MA-MAR-REG-20-219-15 PREFABRICATION PIT DETAILSMA-MAR-REG-20-219-16 SPARE PIT WELD LISTMA-MAR-REG-20-219-17 PIT DOOR DRAIN AND BOLLARD DETAILD-190-92-D1 ELEVATION VIEWS AND BILL OF MATERIALSD-190-92-D2 TYPICAL EXTERIOR CABINET AND ELECTRICAL INSTALLATION DETAILSD-190-92-E1 WIRING SCHEMATICD-190-92-E2 WIRING COLOR CODESMA-MAR-REG-20-219-22 MPT PLAN SHEET 1 OF 6MA-MAR-REG-20-219-23 MPT PLAN SHEET 2 OF 6MA-MAR-REG-20-219-24 MPT PLAN SHEET 3 OF 6MA-MAR-REG-20-219-25 MPT PLAN SHEET 4 OF 6MA-MAR-REG-20-219-26 MPT PLAN SHEET 5 OF 6MA-MAR-REG-20-219-27 MPT PLAN SHEET 6 OF 6

LOCUS MAP

LEGEND

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X X

WORK AREA

FIELD VERIFY DIMENSIONSPRIOR TO PIPE FABRICATION

No. DescriptionRevision/Status

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SCALE: 1:12 SHEET 1 OF 27Drawn by / Date Checked by / Date

Approved by / Date

Sheet Number Rev. No.

MA-MAR-REG-20-219-01Filed: MAMARREG2021901.dwg

0 ISSUED FOR CONSTRUCTION 01/15/19 DT/MO/AC

TAKE STATIONS AND DISTRICT REGULATORSDISTRICT REGULATOR @ MT. WAYTE AVE., FRAMINGHAM, MA

LOCATION PLAN

1 RE-ISSUED FOR CONSTRUCTION 07/12/19 DT/MO/AC2 ISSUED FOR REVIEW 05/13/20 DT/MO/AC3 ISSUED FOR REVIEW 06/04/20 DT/MO/AC4 RE-ISSUED FOR CONSTRUCTION 06/16/20 DT/MO/AC

5DT / 07/17/20 MO / 07/17/20

AC / 07/17/20

5 RE-ISSUED FOR CONSTRUCTION 07/17/20 DT/MO/AC

07/31/20

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BILL OF MATERIALSITEM # SIZE UNIT QTY MAXIMO # DESCRIPTION

8 4" EA 1 501002 BALL VALVE, BUTT FUSION, IPS, HDPE 3408/4710, SDR 11, ASTM D2513, ASME B16.40. FULL PORT, 1/4 TURN, KEROTEST POLYBALL OR APPROVED EQUAL.9 6" EA 1 562078 BALL VALVE, BUTT FUSION, IPS, HDPE 3408/4710, SDR 11, ASTM D2513, ASME B16.40. FULL PORT, 1/4 TURN, KEROTEST POLYBALL OR APPROVED EQUAL.

12 12" EA 1 562254 BALL VALVE, BUTT FUSION, IPS, HDPE 3408/4710, SDR 11, ASTM D2513, ASME B16.40. FULL PORT, 1/4 TURN, KEROTEST POLYBALL OR APPROVED EQUAL.35 4" EA 2 500855 COUPLING, ELECTROFUSION, IPS, HDPE 3408, ASTM D3350, ASTM F1055, COMPATIBLE FOR FUSION TO HDPE 3408/4710 PIPE. GFCP OR APPROVED EQUAL.36 6" EA 2 500856 COUPLING, ELECTROFUSION, IPS, HDPE 3408, ASTM D3350, ASTM F1055, COMPATIBLE FOR FUSION TO HDPE 3408/4710 PIPE. GFCP OR APPROVED EQUAL.45 6" EA 1 545342 ELBOW, 90 DEG, BUTT FUSION, IPS, HDPE 4710, SDR 11, ASTM D2513, ASTM D3350, ASTM D3261. PERFORMANCE PIPE OR APPROVED EQUAL.46 8" EA 3 545343 ELBOW, 90 DEG, BUTT FUSION, IPS, HDPE 4710, SDR 11, ASTM D2513, ASTM D3350, ASTM D3261. PERFORMANCE PIPE OR APPROVED EQUAL.59 8" X 6" EA 1 555596 REDUCER, BUTT FUSION, IPS, HDPE 4710, SDR 11, ASTM D2513, ASTM D3350, ASTM D3261. PERFORMANCE PIPE OR APPROVED EQUAL.63 12" X 8" EA 1 584732 REDUCER, BUTT FUSION, IPS, HDPE 4710, SDR 11, ASTM D2513, ASTM D3350, ASTM D3261. PERFORMANCE PIPE OR APPROVED EQUAL.67 4" EA 5 542538 CAP, BUTT FUSION, IPS, HDPE 4710, SDR 11, ASTM D2513, ASTM D3350, ASTM D3261. PERFORMANCE PIPE OR APPROVED EQUAL.68 6" EA 3 542539 CAP, BUTT FUSION, IPS, HDPE 4710, SDR 11, ASTM D2513, ASTM D3350, ASTM D3261. PERFORMANCE PIPE OR APPROVED EQUAL.82 4" EA 1 546146 TRANSITION FITTING, STEEL TO HDPE, SDR 11, ASTM A53 STEEL W/WELD END, HDPE 3408 W/BUTT FUSION END, ASTM D2513, ASTM F1973, ANSI B31.8. PERFECTION OR APPROVED EQUAL.86 12" EA 1 546263 TRANSITION FITTING, STEEL TO HDPE, SDR 11, ASTM A53 STEEL W/WELD END, HDPE 3408 W/BUTT FUSION END, ASTM D2513, ASTM F1973, ANSI B31.8. PERFECTION OR APPROVED EQUAL.93 6" X 1/2" EA 1 500869 TAPPING TEE, ELECTROFUSION, IPS X CTS, HDPE 3408/4710, SDR 11, ASTM D2513, ASTM D3350, ASTM D3261, ASTM F1055. CENTRAL PLASTICS OR APPROVED EQUAL.

106 4" x 1" EA 2 560781 TAPPING TEE, ELECTROFUSION, IPS X IPS, HDPE 3408/4710, SDR 11, ASTM D2513, ASTM D3350, ASTM D3261, ASTM F1055. CENTRAL PLASTICS OR APPROVED EQUAL.108 6" X 1" EA 1 560785 TAPPING TEE, ELECTROFUSION, IPS X IPS, HDPE 3408/4710, SDR 11, ASTM D2513, ASTM D3350, ASTM D3261, ASTM F1055. CENTRAL PLASTICS OR APPROVED EQUAL.134 4" EA 1 578189 COUPLING, BOLTED MECHANICAL, IPS TO IPS, ASTM A-53 BODY, CONFORMS TO 49 CFR 192.283(b). SMITH-BLAIR MAXI-GRIP EZ OR APPROVED EQUAL.

146 4" EA 1 578184 END CAP, BOLTED MECHANICAL, STEEL. SMITH-BLAIR MAXI-GRIP OR APPROVED EQUAL.148 8" EA 1 578186 END CAP, BOLTED MECHANICAL, STEEL. SMITH-BLAIR MAXI-GRIP OR APPROVED EQUAL.

186 3/4" X1/2" EA 1 560709 SERVICE TEE, WELD X MECHANICAL COUPLING FOR HDPE, CTS, DRESSER STYLE 90 TAP-N-VALVE WITH STYLE 501 TRANSITION COUPLING OUTLET. FORGED STEEL BODY BEVELED FOR WELDING. STYLE 501TRANSITION COUPLING TO HAVE THREADED BODY, INTERNAL STIFFENER WITH GASKET, SPRING WASHER AND GRIP RING WITH THREADED NUT.

195 2" EA 2 584163 STOPPER FITTING, TD WILLIAMSON WELD SHORTSTOPP, ASTM A106 GR B SMLS NIPPLE, COMPLETE WITH THREADED MALLEABLE IRON CAP AND COMPLETION PLUG197 4" EA 1 578398 STOPPER FITTING, TD WILLIAMSON WELD SHORTSTOPP, ASTM A106 GR B SMLS NIPPLE, COMPLETE WITH PLUG AND BOLTED FLANGED CAP.207 2" EA 31 545363 ELBOW, LR, 90°, BW, SCH 40, ASTM A234 GR WPB, ASME B16.9217 4" EA 4 545369 ELBOW, LR, 45°, BW, SCH 40, ASTM A234 GR WPB, ASME B16.9234 2" X 2" EA 1 560699 TEE, STRAIGHT, BW, SCH 40, ASTM A234 GR WPB, ASME B16.9241 8" X 4" EA 1 582318 REDUCER, CONCENTRIC, SCH STD, ASME B16.9, ASTM A234 GR. WPB245 12" X 8" EA 1 555615 REDUCER, CONCENTRIC, SCH STD, ASME B16.9, ASTM A234 GR. WPB265 4" FT 20 554008 PIPE, IPS, HDPE 3408/4710 SDR 11, ASTM D2513, ASTM D3350, PERFORMANCE PIPE OR APPROVED EQUAL266 6" FT 40 554009 PIPE, IPS, HDPE 3408/4710 SDR 11, ASTM D2513, ASTM D3350, PERFORMANCE PIPE OR APPROVED EQUAL267 8" FT 320 554010 PIPE, IPS, HDPE 3408/4710 SDR 11, ASTM D2513, ASTM D3350, PERFORMANCE PIPE OR APPROVED EQUAL269 12" FT 20 554031 PIPE, IPS, HDPE 3408/4710 SDR 11, ASTM D2513, ASTM D3350, PERFORMANCE PIPE OR APPROVED EQUAL

270 1/2" EA 2 542609 END CAP, MECHANICAL STAB, CTS, HDPE, PE 4710/3408, ASTM D2513, WITH SS GRIPPING SUPPORT RING, ACETAL COLLET AND SPACER RETAINER RING, PE THRUST WASHER, BUNA-N O-RING, ZINC-PLATED CSINSERT STIFFENER, PERFECTION WITH END CAP OR APPROVED EQUAL.

272 1" EA 1 542612 END CAP, MECHANICAL STAB, IPS, HDPE, PE 4710/3408, ASTM D2513, WITH SS GRIPPING SUPPORT RING, ACETAL COLLET AND SPACER RETAINER RING, PE THRUST WASHER, BUNA-N O-RING, ZINC-PLATED CSINSERT STIFFENER, PERFECTION WITH END CAP OR APPROVED EQUAL.

A 12" FT 40 592780 PIPE, CS, SMLS, SCH STD, ASME B31.8, ASTM A106 GR B, COATED 40 MILS PEB 8" FT 5 592778 PIPE, CS, SMLS, SCH STD,ASME B31.8, ASTM A106 GR B, COATED 40 MILS PEC 4" FT 20 592776 PIPE, CS, SMLS, SCH STD, ASME B31.8, ASTM A106 GR B, COATED 40 MILS PED 2" FT 120 554207 PIPE, CS, SMLS, SCH STD, ASME B31.8, ASTM A106 GR B, COATED 40 MILS PEE 3/4" FT 120 554014 PIPE, CS, SMLS, SCH STD, ASME B31.8, ASTM A106 GR B, COATED 40 MILS PEF 12" EA 2 545364 ELBOW, LR, 90°, BW, SCH STD, ASTM A234 GR WPB, ASME B16.9G 2" EA 7 562137 VALVE, BALL VALVE FULL PORT, WE X WE, CS, API 6D, GRADE BH 12" X 2" EA 5 581683 WELD-O-LET, SCH 40, MSS SP-97, ASME B16.9, ASTM A-105I 3/4" EA 16 545366 ELBOW, LR, 90°, BW, SCH 40, ASTM A234 GR WPB, ASME B16.9J 2" EA 8 546709 BLIND FLANGE, CS,RF, MSS SP-25, ANSI B16.5, ASTM A-105 GR 1, CLASS 150K 2" EA 8 547453 GASKET, RING, 1/16" THICK, CLASS 150L 5/8" X 3-/2" EA 32 590882 BOLT, STUD 5/8-IN DIA, 3-1/2-IN LG, 11 TPI, GR B7, TEFLON COATED, ASTM A193, W/ NUTS, ACCESSORIESM 4" EA 4 592083 BOLLARD

CONSTRUCTION NOTES:

1. MATERIAL LIST FOR EXTERNAL PIPING ONLY.2. CONSTRUCTION SHALL CONFORM BUT NOT LIMITED TO THE FOLLOWING EVERSOURCE GASSTANDARDS FOR CONSTRUCTION AND OM PROCEDURES: CS-100, CS-110, CS-120, CS-210, CS-220,CS-400, CS-600 AND OM-115, OM-160, OM-205, OM-210, OM-215, OM-220, OM-225, OM-230, OM-233,OM-270, OM-2803. THE LOCATIONS OF EXISTING UTILITIES AND UNDERGROUND STRUCTURES ARE APPROXIMATEAND MUST BE FIELD VERIFIED. ADDITIONAL UNDERGROUND FACILITIES MAY EXIST THAT ARE NOTSHOWN ON THESE DRAWINGS WHICH MAY REQUIRE ADDITIONAL OFFSETS IN THE PIPELINE.4. LOCATIONS SHOWN ON THE DRAWING ARE APPROXIMATE. EXACT LOCATIONS OF TIE-INS SHALLBE DETERMINED AT THE TIME OF CONSTRUCTION TO SUIT FIELD CONDITIONS. VERIFY LOCATION OFALL EXISTING UTILITIES PRIOR TO BEGINNING ANY WORK.5. PIPE AND FITTINGS WILL BE FURNISHED BY EVERSOURCE GAS.6. A 12” BASE OF3/4” CRUSHED, WASHED STONE SHALL BE PLACED AND COMPACTED UNDER EACHVAULT.7. ELECTRICAL SERVICE TO THE CONTROL CABINETS SHALL BE DONE IN ACCORDANCE WITHNFPA-70, THE LOCAL ELECTRICAL UTILITY AND LOCAL AHJ.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESTORATION OF DISTURBED ROADWAYS,SIDEWALKS, GRASS AREAS AND MULCH BEDS TO AS NEW CONDITION. RESTORATION SHALL MEETTHE REQUIREMENTS OF THE CITY OF FRAMINGHAM AND AT MINIMUM MATCH EXISTING CONDITIONS.THIS INCLUDES BUT IS NOT LIMITED TO PAVING, CONCRETE, MULCH, LOAM AND SEED.9. CONTACTOR SHALL FURNISH AND INSTALL TWO DRAIN STANDPIPES FOR EACHVAULT. STANDPIPES SHALL CONSIST OF 8” DIAMETER SONOTUBES FILLEDWITH 3/4“ CRUSHED, WASHED STONE AND SHALL EXTEND FROM THE PVC DOOR DRAINS DOWN TO APOINT APPROXIMATELY 3” BELOW THE BOTTON OF THE VAULT. THE TOP END OF THE INSTALLEDSTANDPIPE SHALL BE SEALED WITH FOAM TO PREVENT DEBRIS ENTRY.10. CONTRACTOR SHALL DRILL (6) 5/8” HOLES FOR DB CABLE AND (3) 4" HOLES FOR PILOTVENTS & (3) 4" HOLES FOR VAULT VENTS IN THE FIELD.11. CONTRACTOR TO SET (2) 21” W X 34” L X 36" D CONCRETE PADS FOR TRAFFICBOXES. EVERSOURCE WILL PROVIDE AND INSTALL TRAFFIC ENCLOSURES. CONTRACTOR TOINSTALL 3" CONDUIT FROM VAULTS TO PADS.12. MINIMUM DISTANCE BETWEEN BUTT WELDS IS 4” UNLESS OTHERWISE NOTED.13. 100% NON-DESTRUCTIVE TESTING OF ALL WELDS. X-RAY FOR ALL BUTT WELDS AND MAGNETICPARTICLE TESTING FOR ALL FILLET WELDS. EVERSOURCE REPRESENTATIVE SHALL BE PROVIDEDALL EXPOSTED X-RAY FIKMS WITH WELD IDENTIFICATION NUMBER AND WELD MAP.14. ALL BARE STEEL PIPE AND FITTINGS SHALL BE TAPE COATED PER EVERSOURCE GAS STANDARDCS-500.15. CATHODIC PROTECTION SYSTEM SHALL BE INSTALLED TO THE SATISFACTION OF THEEVERSOURCE CORROSION TECHNICIAN.16. ALL LIVE GAS WORK SHALL BE PERFORM BY OR AT THE DIRECTION AND UNDER THE DIRECTSUPERVISION OF EVERSOURCE GAS PERSONNEL.17. ROADWAY, SIDEWALKS, AND GRASS DISTURBED SHALL BE RESTORED TO THE SATISFACTION OFTHE CITY OR TOWN.18. ALL NEW IP PIPING SHALL BE PRESURE TESTED IN ACCORDANCE WITH OM-205, PRESSURETESTED TO GREATER THAN 90 PSIG WITH A MAXIMUM PRESSURE OF 150 PSIG FOR AT LEAST 1 HOUR.IF A MAIN SEGMENT WILL NOT BE PLACED IN SERVICE IMMEDIATEDLY FOLLOWING THE COMPLETIONOF THE PRESSURE TEST, THE MAIN WILL BE LEFT AT 90 PSIG AND THE PRESSURE NOTED ON THEDAILY ACTIVITY REPORT. THE TEST GUAGE SHALL REMAIN ON THE MAIN UNTIL THE MAIN IS READY TOBE PLACED IN SERVICE AND THE TEST PRESSURE IS RELIEVED.19. THE INSTALLATION CONTRACTOR SHALL PROVIDE UPON COMPLETION, A DIMENSIONALMARKED-UP DRAWING INDICATING AS-BUILT CONDITIONS INCLUDING THE LOCATION ANDIDENTIFICATION OF ALL WELDS WITH ALL EXPOSED X-RAY FILM WITHIN TWO WEEKS OF JOBCOMPLETION.

CONSTRUCTION SEQUENCE:

1. SHUT IN EXISTING REGULATOR STATION.2. INSTALL NEW LP MAIN FROM THE TIE-IN POINT AT UNION AVE TO NEW OUTLET CRITICAL VALVE.3. STOP AND CUT-OFF 4" IP MAIN IN SIDEWALK ACCORDING TO JOB SPECIFIC PROCEDURE.4. INSTALL VAULTS.5. INSTALL INLET, OUTLET, AND SENSE LINE PIPING UP TO TIE-IN POINTS.

6. COMPLETE TIE-INS ACCORDING TO JOB SPECIFIC PROCEDURES.7. INSTALL INSTRUMENTATION AND CONTROL TUBING AND VENTS.8. EVERSOURCE I&R TO PURGE NEW VAULTS INTO SERVICE AND SET PRESSURES.9. INSTALL TELEMETRY BASES AND CABINETS.10. EVERSOURCE I&R AND GAS CONTROL TO COMMISSION NEW TELEMETRY.11. EVERSOURCE I&R TO RETIRE EXISTING REGULATOR PITS, PULL REGULATORS, AND SEAL PIPING.CONTRACTOR TO REMOVE DOORS AND FILL.


Date Dw/Ck/Ap

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CONSTRUCTION NOTES, PROJECT SEQUENCING, AND BOM

0 ISSUED FOR CONSTRUCTION 01/15/19 DT/MO/AC1 RE-ISSUED FOR CONSTRUCTION 07/12/19 DT/MO/AC2 ISSUED FOR REVIEW 05/13/20 DT/MO/AC3 ISSUED FOR REVIEW 06/04/20 DT/MO/AC4 RE-ISSUED FOR CONSTRUCTION 06/16/20 DT/MO/AC

5DT / 07/17/20 MO / 07/17/20

AC / 07/17/20


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= PIPING TO BE COMPLETELY REMOVED

NOTES:1. VAULT ABANDONMENT - EXISTING REGULATOR COMPONENTS SHALL BE PULLED AND

FLANGED INSIDE THE VAULT. INLET AND OUTLET PIPING TO BE CUT AND CAPPED ASCLOSE TO THE MAIN AS POSSIBLE. CONTROL LINES ARE TO BE CUT AND CAPPEDBOTH AT THE MAIN AND INSIDE THE VAULT. VAULT COVER TO BE PULLED, VAULTWALLS TO BE GROUND DOWN TO 2 FEET BELOW GRADE, VOID FILLED TO GRADE WITHSUITABLE FILL AND GRADE/SURFACE RESTORED.

MASSACHUSETTS CO

ORDINATE SYSTEM

NORTH AM

ERICAN DATUM 1983 (NAD 83)

EXISTING REGULATOR VAULTS TO BE FILLEDWITH A SUITABLE COMPACTED MATERIALAND THE SURFACE MADE TO CONFORM TOITS IMMEDIATE SURROUNDINGS ORRESTORED TO ITS ORIGINAL CONDITION.

EX

ISTIN

G 6" P

D LP



Date Dw/Ck/Ap

SCALE: 3/32"=1'-0" SHEET 3 OF 27Drawn by / Date Checked by / Date

Approved by / Date




ABANDONMENT PLAN

ABANDONMENTLOCATION BSEE SHT 6


5DT / 07/17/20 MO / 07/17/20

AC / 07/17/20


PLAN VIEWSCALE: 3/32" = 1'-0"

EXISTING 8" CS LP

EXISTING 4" CS IP

EX

ISTI

NG

4" C

S IP

ABANDONED 2" ST LP

EXISTING 6" PD LP

ABANDONMENTLOCATION ASEE SHT 6

INSTALL 4" MECHANICAL ENDCAP DURING ABANDONMENT146

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MASSACHUSETTS CO

ORDINATE SYSTEM

NORTH AM




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INSTALLATION PLAN

1 RE-ISSUED FOR CONSTRUCTION 07/12/19 DT/MO/AC2 ISSUED FOR REVIEW 05/13/20 DT/MO/AC

PROPOSED 12" CS LP

SPARE

MONITORCONTROL

TIE-IN LOCATION ASEE SHT 6

TIE-IN LOCATION BSEE SHT 6

4"

EXISTING 8" CS LP

EXISTING 4" CS IP

EX

ISTI

NG

4" C

S IP

ME

3 ISSUED FOR REVIEW 06/04/20 DT/MO/AC

5DT / 07/17/20 MO / 07/17/20

AC / 07/17/20


ABANDONED 2" ST LP

12"

EXISTING 6" PD LP


PROPOSED 8" PHD LP

46 267

EXISTING 4" CS IP

46

267 POSSIBLE CUT OUT OFSECTION OF 2" BARE STEELABANDONED GAS MAIN.FOAM ENDS.

POTENTIAL OFFSET AROUNDWATER MAIN. WATER MAIN

HAS BEEN ASSUMED TO BE AT5' DEPTH OF COVER.

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SECTION A-ASCALE: 1/2" = 1'-0"


MASSACHUSETTS CO

ORDINATE SYSTEM

NORTH AM




Date Dw/Ck/Ap

SCALE: AS SHOWN SHEET 5 OF 27Drawn by / Date Checked by / Date

Approved by / Date






INSTALLATION PLAN, SECTIONS, AND DETAILS



FINISHED GRADE

A A

C

2'-3

3 4"

(CO

VE

R)

3'-0

"

(CO

VE

R)

C SPARE MONITOR CONTROL

2'-3

3 4"

(CO

VE

R)

3'-0

"

(CO

VE

R)

PROPOSED 8" PHD IP

PROPOSED 12" CS LP

3" RIGID EXPLOSIONPROOF CONDUIT

(TYP 2)

2" SENSE LINES(TYP 5)

3/4" CS PIPE(TYP 4)

3/4" SOLENOIDCONTROLS

(TYP 2)2" PILOT VENT &2" VAULT VENT

(TYP 3)

GTYP 5

HTYP 5

JACKETPRESSURE

UPSTREAMPRESSURE

DOWNSTREAMPRESSURE

PILOT DUMP LINE

2"2"2"2"

86

234 D 207207

SPARE MONITORCONTROL

MECHELEC

13'-6 916"2'-0"

(MIN)

3" RIGID EXPLOSIONPROOF CONDUIT

(TYP 2)

PROPOSED 12" CS LP

PROPOSED 12" PHD LP

PROPOSED 4" CS LP

PROPOSED 4" PHD IP

A

A

B

241 245

F

269 12

C

12"2"

2'-0"

(MIN)

GG

5DT / 07/17/20 MO / 07/17/20

AC / 07/17/20


ELEC MECH

D

PROPOSED 8" PHD LP

269

F

A

C

63267

C

C82265

217

217 217

217

SHORE TELEPHONEPOLE AS REQUIRED

DTYP 5 207 TYP 5

207207 D TYP 6

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Date Dw/Ck/Ap

SCALE: AS SHOWN SHEET 6 OF 27Drawn by / Date Checked by / Date

Approved by / Date






TIE-IN PLANS

93

= PIPING TO BE COMPLETELY REMOVED

LOCATION A - PHASE 1SCALE: 1/2" = 1'-0"


LOCATION B - PHASE 1SCALE: 1/2" = 1'-0"

LOCATION B - PHASE 2SCALE: 1/2" = 1'-0"

MAS

SACH

USET

TS C

OO

RDIN

ATE

SYST

EMNO

RTH

AMER

ICAN

DAT

UM 1

983

(NAD

83)

MAS

SACH

USET

TS C

OO

RDIN

ATE

SYST

EMNO

RTH

AMER

ICAN

DAT

UM 1

983

(NAD

83)

MAS

SACH

USET

TS C

OO

RDIN

ATE

SYST

EMNO

RTH

AMER

ICAN

DAT

UM 1

983

(NAD

83)

MAS

SACH

USET

TS C

OO

RDIN

ATE

SYST

EMNO

RTH

AMER

ICAN

DAT

UM 1

983

(NAD

83)

EXCAVATIONLIMITS

EXCAVATIONLIMITS

EXISTING 8" CS LP

PROPOSED 8" PHD LP

EXISTING 8" CS LP

PROPOSED 8" PHD LP

EXISTINGMECHANICAL

COUPLING

PR

OP

OS

ED

6" P

HD

LP

PROPOSEDSQUEEZE

68

266

59

267

267 46

36

266

45 108 266 9

266 68

36266

148

270272

68

266

EXISTING 6" PD LP EXISTING 6" PD LP



5DT / 07/17/20 MO / 07/17/20

AC / 07/17/20


EXISTING 4" CS IP

EXCAVATIONLIMITS

EXCAVATIONLIMITS

EXISTING 4" CS IP

26567

197 195 195 8 67 26567

265134


MAS

SACH

USET

TS C

OO

RDIN

ATE

SYST

EMNO

RTH

AMER

ICAN

DAT

UM 1

983

(NAD

83)

EXCAVATIONLIMITS

EXISTING 4" CS IP

26567 265 10667

PROPOSED 4" PHD IP PROPOSED 4" PHD IP

35 265 35

SECTION OF MAIN TO BECOMPLETELY REMOVED

186

270

265265

106272

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CATHODIC PROTECTION - BILL OF MATERIALSITEM QTY UNIT DESCRIPTION STOCK CODE1 15 EA 17# ANODES 5777762 15 EA SPLIT BOLT 5176313 15 EA CONNECTOR HOUSING 5903894 3 EA TEST STATION (TS) CORR BOX 6038945 1 BOX POWDER CARTRIDGES 5085676 8 EA CAD WELD SLEEVE 5591687 2 ES COUPON W/ 25-FOOT CABLE 6031268 1 ROLL WHITE WIRE 5784159 1 ROLL BLACK WIRE 60313910 1 EA CAHAA-1G (CAD WELD MOLD) 500804


ANODE: INSTALL ALL ANODES A MINIMUM OF 12"BELOW BOTTOM OF STEEL MAIN. DO NOT DIRECTLYCONNECT ANY ANODE TO THE COATED STEEL MAIN.

COUPON: ORDER COUPON WITH 25' OF CABLE. ITEMNUMBER 603126.

TEST STATION: TYPE M TEST STATION.

LEGEND


Date Dw/Ck/Ap


Approved by / Date






CATHODIC PROTECTION INSTALLATION PLAN

1

INSTALL TYPE M TEST STATIONS WITH 5-17#ANODES AND 1 COUPON. DO NOT BOND ANYANODES DIRECTLY TO STEEL. BRING ANODEHEADER CABLE INTO TEST STATION BOX WITHTEST LEAD WIRES. FIELD LOCATE AS NECESSARY.

BLACK WIRE CADWELDED TO 12" STEELCOATED MAIN.

BLACK WIRE CADWELDED TO 4" STEEL

COATED MAIN.

1

7

1 1

2

3

2

3 2 323

9

INSTALL TYPE M TEST STATIONS WITH 5-17#ANODES AND 1 COUPON. DO NOT BOND ANYANODES DIRECTLY TO STEEL. BRING ANODEHEADER CABLE INTO TEST STATION BOX WITHTEST LEAD WIRES. FIELD LOCATE AS NECESSARY.

INSTALL TYPE M TEST STATIONS WITH 5-17#ANODES AND 1 COUPON. DO NOT BOND ANYANODES DIRECTLY TO STEEL. BRING ANODE

HEADER CABLE INTO TEST STATION BOX WITHTEST LEAD WIRES. FIELD LOCATE AS NECESSARY.

SPAREMONITOR

CONTROL

N

MASSACHUSETTS CO

ORDINATE SYSTEM

NORTH AM




5DT / 07/17/20 MO / 07/17/20

AC / 07/17/20


123

123

123

1 2 3

1 2 3

1 2 3

1 2 3

1 2 3

1 2 3

123

97

44

4BLACK WIRE CADWELDED TO 4" STEEL

COATED MAIN. 1

2

3

8

8 8

8

8

8

8

8

8

8

8

8

8

8

8

NOTES: 1) ANODES SHOULD BE SPACED A MINIMUM OF 5' FROM EACH

OTHER AND A MINIMUM OF 12" AWAY AND BELOW THE BOTTOM OFSTEEL MAIN.

2) COUPONS MUST HAVE PROTECTIVE COVER REMOVED AND BECLEANED PRIOR TO INSTALLATION, FOLLOWING MANUFACTURERDIRECTIONS.

3) COUPON SHOULD BE INSTALLED 6"-12" FROM STEEL MAIN WITHCOUPON OPENING FACING THE STEEL MAIN.

4) COUPLING SHOULD BE INSTALLED BETWEEN 3 O'CLOCK AND 9O'CLOCK ON THE BOTTOM HALF OF THE STEEL MAIN INTENDED TOBE MONITORED.

5) THE 6"-12" OF SOIL BETWEEN THE COUPON, MAIN, ANDSURROUNDING SOIL MUST BE WELL COMPACTED.

WHITE WIRE FORANODE HEADER CABLE

9

07/31/20

1'-1

3 4"

NOTES:

1. ALL PREFAB CONSTRUCTION SHALL CONFORM TO EVERSOURCE GAS STANDARDS FOR CONSTRUCTION CS-400 AND OPERATION AND MAINTENANCE PROCEDURES.2. ALL DRILLED HOLES USED FOR THE PURPOSE OF CORE BORING SHALL BE GROUTED WITH NON-SHRINKING GROUT.3. THE CONCRETE VAULT H20 LOADING LIP SHALL BE SIZED FOR EJ CO. HATCH, ITEM NO. 3. THE DOORS SHALL BE ORIENTED TO PROVIDE EASY ACCESS TO THE MANHOLE

STEPS, ITEM NO. 4, WHEN OPENED.4. ALL PIPE IS API-5L GRADE B, SCHEDULE 40, STD WITH MATCHING WELD FITTINGS.5. ALL PIPING, VALVES AND FITTINGS SHOWN HORIZONTAL ON THE DRAWING SHALL BE INSTALLED LEVEL. ALL PIPING, VALVES AND FITTINGS SHOWN VERTICAL SHALL BE

INSTALLED PLUMB. ALL PIPING SHOWN PARALLEL WITH THE SIDES OF THE CONCRETE VAULTS SHALL BE INSTALLED SQUARE WITH THE SIDES OF THE VAULT.6. END CAPS SHALL BE CUT OFF CLOSE AFTER PRESSURE TEST. ENDS SHALL THEN BE BEVELED FOR TIE-IN WELDING AND PROVIDED WITH PLASTIC DUST CAPS.7. 100% RADIOGRAPHIC INSPECTION REQUIRED ON ALL BUTT WELDS. 100% NON-DESTRUCTIVE TESTING REQUIRED ON ALL FILLET WELDS.8. SURFACE PREPARATION AND COATING:

8.1. CLEAN ALL SURFACES TO SSPC SP1 SOLVENT CLEANING STANDARD; THIS CAN BE ACHIEVED WITH SOLVENT AND RAGS FOR SMALL AREAS OR PRESSURE WASHINGFOR LARGER AREAS.

8.2. ABRASIVE BLAST TO SSPC SP10 NEAR WHITE BLAST CLEANING AND ACHIEVE 2-3 MIL ANCHOR PROFILE.8.3. APPLY MACROPOXY 646 ACHIEVING DRY FILM THICKNESS OF 5-10 MILS.8.4. APPLY HIGH SOLIDS POLYURETHANE 250 ACHIEVING DRY FILM THICKNESS OF 3-5 MILS.

9. THREDOLETS SHALL HAVE A DRILLED DIAMETER EQUAL TO THE THREDOLET ID.10. THREDOLET LOCATIONS ON PILOT LINES & SENSING LINES MAY BE ADJUSTED FOR CLEARANCE. PIPE PLUGS OR NIPPLES ARE TO BE INSTALLED IN THREDOLETS PRIOR

TO WELDING.11. PRIOR TO QUALIFYING PRESSURE TEST, ALL N.P.T. CONNECTIONS SHALL BE WRAPPED WITH TEFLON TAPE AND COATED WITH "RECTOR SEAL" OR EQUIVALENT.12. ALL PIPING SHALL BE PRESSURE TESTED IN ACCORDANCE WITH EVERSOURCE GAS STANDARDS OM-205 PRIOR TO DELIVERY. TEST PIPING AND FITTINGS TO 405 PSIG

FOR A DURATION OF 4 HOURS. FOR VAULTS WITH MOONEY FLOWMAX REGULATORS, REMOVE THE REGULATORS AND INSTALL FITTINGS AS NECESSARY TO PERFORMTHE TEST. A RECORD CHART OF THE TEST SHALL BE FURNISHED TO THE OWNER.

13. USE TEFLON COATED STUDS & NUTS14. ALL BOLT THREADS ARE TO BE LUBRICATED WITH "NEVER SEIZE" OR EQUIVALENT. NUTS ARE TO BE TIGHTENED IN A STAGGERED SEQUENCE TO THE SPECIFIED TORQUE.

BOLT TORQUE (FT. LB) (PTFE COATED) TORQUE (FT. LB) (PLAIN BOLT)5/8"-11 68 1153/4"-10 118 200

15. ROTATE ISOLATION VALVES OR REGULATORS TO ALLOW FOR STUD INSTALLATION IF REQUIRED. CALL EVERSOURCE GAS CONTACT TO VERIFY.16. GROVE 900TE REGULATORS TO BE INSTALLED SUCH THAT ACCESS COVERS ARE REMOVED HORIZONTALLY.17. SENSING LINES AND PILOT LINES SHALL HAVE BALON (RED) 1/2" N.P.T. BALL VALVES, PURGE TAPS SHALL HAVE BALON (RED) 1" N.P.T. BALL VALVES.18. PRIOR TO DELIVERY TIGHTEN ALL LINK SEALS TO MINIMIZE PIPE MOVEMENT DURING INSTALL. INSTALL THE LINKS FLUSH WITH THE INTERIOR, WITH THE BOLT HEADS

TOWARDS THE INTERIOR.19. EVERSOURCE GAS TO SUPPLY EJ CO. HATCH, AND PRECAST PITS (WITH ONLY SUMPS INSTALLED).20. PIPE ANCHORS AND SUPPORTS PER EVERSOURCE DETAIL ON SHEET 7.21. MAINTAIN MINIMUM 1/2" GAP BETWEEN PIPE AND PIT WALLS(2 PLACES).22. ALL INSPECTION RECORDS SHALL BE AVAILABLE FOR EVERSOURCE PRIOR TO FINAL SHIPMENT.

BUILT IN STEPRUNG SPACING DETAIL

1'-9

"

71 2"

4" 4"

11"

1'-7"

1'-212"1'-015

16"1'-6"

7"

1'-734"

7"

1'-812"1'-73

4"

7"

1'-1034"

7"

1'-212"1'-103

4"

4"Ø HOLEREQUIRED FOR2" PIPING TYP

2"Ø SENSE LINE2"Ø PILOT LINE

6"Ø HOLEREQUIRED FOR4" PIPING TYP

REMOVABLE FIBERGLASS GRATECONNECTED BY A TETHER LINE

SEE NOTE 6

PIPE ANCHORTYP 2

TYP 4

2"Ø SENSE LINE

2"Ø PILOT LINE

19

20

2

TYP 6

19

20

1'-0

3 4"1'

-03 4"

1'-0

3 4"

1

4

3

2'-1014"

512"3" 51

2"

1'-134"

2'-714"

512"3" 3"51

2"

1'-434"

2'-8 916"

3"3"

3"

2'-6"

1'-2

1 2"

1'-6"

11"

734"

3'-6

"

2'-1

0"

9'-1 916"

BILL OF MATERIALSMARK QTY UNIT SIZE DESCRIPTION1 1 EA 5'X4' PRECAST CONCRETE PIT2 1 EA N/A PLASTIC SUMP W/ LID3 1 EA 6'X5' EJ CO. CHS2, H-20 ALUMINUM HATCH

4 3 EA N/A MANHOLE STEP 81213R5 5 EA 2" PIPE WALL ANCHOR6 64 EA N/A LS-300-C LINKS (6 LINKS PER 4" HOLE; 10 LINKS PER 6" HOLE)

7 2 EA 4" VALVE, BALL, RF X WE, FULL PORT, STD. WALL, CLASS 150, ANSI B16.25, ANSI B16.34, API 6D

8 2 EA 2" VALVE, BALL, BUTT WELD, FULL PORT, STD. WALL, CLASS 150, ANSI B16.25, ANSI B16.34, API 6D

9 3 EA 4" END CAP, BUTT WELD, CS, SCH STD, ASME B16.9, ASME B16.25, ASTM A234 WPB

10 7 EA 2" END CAP, BUTT WELD, CS, SCH STD, ASME B16.9, ASME B16.25, ASTM A234 WPB

11 20 LF 4" PIPE, CS, SMLS, SCH. STD., ASME B31.8, API 5L GRADE B, BARE PIPE

12 30 LF 2" PIPE, CS, SMLS, SCH. STD., ASME B31.8, API 5L GRADE B, BARE PIPE

13 NOT USED14 15 EA 2" 90 ELBOW, CS, LR, SCH STD, ASME B16.9, ASME B16.25, ASTM A234 WPB

15 2 EA 4"X4"X4" TEE, CS, SCH STD, ASME B16.9, ASME B16.25, ASTM A234 WPB

16 2 EA 4"X2" WELD-O-LET, SCH. STD., ASTM A-105, MSS SP97, ASME B16.9

17 6 EA 4" FLANGE, CS, RF SLIP ON, MSS SP-25, ANSI B16.5, ASTM A-105, CLASS 150

18 4 EA 4"x1" THREAD-O-LET, CLASS 3000, ASTM A-105, MSS SP-97, ASME B1.20.1

19 10 EA 2"X1/2" THREAD-O-LET, CLASS 3000, ASTM A-105, MSS SP-97, ASME B1.20.1

20 10 EA 1/2" PLUG, THREADED, FORGED STEEL, ASME B16.3, ASME 16.11, ASME B.1.20.1

21 NOT USED22 NOT USED23 4 EA 4" GASKET, RING, 1/16" THICK, CLASS 150

24 32 EA 5/8" X 4" STUD BOLT, TEFLON COATED (8 BOLTS PER 4-IN CLASS 150 CONNECTION), ANSI B16.5, ASTM A193 GRADE B7

25 64 EA 5/8" HEX NUT, TEFLON COATED (16 NUTS PER 4-IN CLASS 150 CONNECTION), ANSI B18.2, ASTM A194 GRADE 2H

26 10 LF 2-1/2" PVC PIPE, DRAIN PIPE

27 1 EA 4"X2" REDUCER, CS, SCH STD, ASME B16.9, ASME B16.25, ASTM A234 WPB

28 4 EA 1" PLUG, THREADED, FORGED STEEL, ASME B16.3, ASME 16.11, ASME B.1.20.1

29 4 EA 1" NIPPLE, THREADED, SMLS, ASME B16.11, ANSI B1.20.1, ASTM A733, SCH STD, 2-1/2IN LONG

30 4 EA 1" VALVE, BALL, FNPT X FNPT, 3000#, API 608

31 3 EA 2" 45 ELBOW, CS, LR, SCH STD, ASME B16.9, ASME B16.25, ASTM A234 WPB

2'-434" 1'-4"

2'-1

0"1'

-51 8"

1'-1

15 16"

1'-0

1 8"

1'-8

11 16"

4'-0"

1'-5

15 16"

2'-2

1 2"

71 2"


A

A

B

B

C C

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SPARE PIT PLANSCALE: 3/4" = 1'-0"

SECTION A-ASCALE: 3/4" = 1'-0"

(PILOT)

SECTION B-BSCALE: 3/4" = 1'-0"

(SENSE)

SECTION C-CSCALE: 3/4" = 1'-0"

5'-0"

2'-3

3 4"

87 8"

87 8"

4'-5

1 2"

3'-9

3 8"

1717

2324

25 TYP 4

TYP 2

5

1829

3028 TYP 4

26

5TYP 4

TYP 2

6 TYP 4

6 TYP 4

11

7TYP 2

15 TYP 2

9 TYP 3

27

31 TYP 31210

TYP 7

11

1'-478"

212"

4" 1'-0"

212"

1'-1

01 16

"

53 8"

434"


Date Dw/Ck/Ap

SCALE: AS NOTED SHEET 8 OF 27Drawn by / Date Checked by / Date

Approved by / Date






PREFABRICATION SPARE PIT RIGHT TO LEFT FLOW



5DT / 07/17/20 MO / 07/17/20

AC / 07/17/20


G:\JOBS18\04\1800573\DWG\MAMARREG2021908.dwg, 7/10/2020 2:32:31 PM, DWG To PDF.pc3

07/31/20

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BALON1

VALVE AND MATERIAL LIST

ITEM QTY SIZE MANUFACTR DESCRIPTION MATL/SPEC

1 1 4'x4' UTILITYPRECAST M400 PRECAST CONCRETE PIT

2 1 PA INSERT 12.5" PLASTIC SUMP WITH LID

3 1 4'x4' EVERSOURCE SYRACUSE DTD-15HD-NSTAR

4 3 BOWCO MANHOLE STEP 81213R

5 58 THUNDERLINE LS-300-C LINKS

6 10 FT 4" API 5L GR B 0.237 WALL STL PIPE


8 4 4" X 2" FLANGE, CS, RF X EXPANDER

9 1 2" WELD TEE

10 4 2" LONG RADIUS WELD ELBOW 90°

11 4 4" WELD END CAP


13 4 4" FLANGE, CS, RF WN, CLASS 150

14 2 2" REGULATOR, MOONEY FLOWMAX

15 4 4" GASKET, RING 116" THK, CLASS 150

16 10 12" THREDOLET 3000# 2" CONTOUR

17 10 12" 12" x 21

2" NPT PIPE NIPPLE XS SS

18 10 12" THREADED PLUG FORGED STEEL

19 4 4" BALON SERIES US FxW 4R-US13-WF

20 4 12" BALON SERIES LS SCREWED END LS05561 (RED)

21 6 12" BALON SERIES LS SCREWED END LS05561 (BLUE)


23 16 58" X 3-3/4" STUD BOLTS, TEFLON COATED

24 32 58" X 4" STUD BOLTS, TEFLON COATED

25 96 58" HEX NUTS, TEFLON COATED

MONITOR PIT

SECTION B-BPILOT

SECTION A-A

7" 2'-10" 7"

2'-0"

6"4" 6" 4"

7" 2'-10" 7"

1'-9

"2'-5

5 8"

1'-118"

3" 3"4"3"3" 4"

2'-1078"


SECTION C-CSENSE

418"41

8"

1'-1114" 1'-61

2"

16 2117

17 1820TYPICAL

4 PLACES

TYPICAL6 PLACES

3

1

16

18

1'-612"

41'-1" 1'-51

2"

1'-0

3 4"1'

-03 4"

1'-0

3 4"

6"3'

-111 2"

4'-9

"

11"

1'-0 316" 1'-0 3

16"

PIPEANCHOR

PIPEANCHOR

SEE NOTE 23

NOTES:

1. ALL PREFAB CONSTRUCTION SHALL CONFORM TO EVERSOURCE GASSTANDARDS FOR CONSTRUCTION C-300, C-700 AND DISTRIBUTION O&M4.4.13.

2. ALL DRILLED HOLES USED FOR THE PURPOSE OF CORE BORING SHALL BEGROUTED WITH NON-SHRINKING GROUT.

3. THE CONCRETE VAULT H20 LOADING LIP SHALL BE SIZED FOR SYRACUSEDOORS, ITEM NO. 3. THE DOORS SHALL BE ORIENTED TO PROVIDE EASYACCESS TO THE MANHOLE STEPS, ITEM NO. 4, WHEN OPENED.

4. ALL PIPE IS API-5L GRADE B, SCHEDULE 40, STD WITH MATCHING WELDFITTINGS.

5. ALL PIPING, VALVES AND FITTINGS SHOWN HORIZONTAL ON THE DRAWINGSHALL BE INSTALLED LEVEL. ALL PIPING, VALVES AND FITTINGS SHOWNVERTICAL SHALL BE INSTALLED PLUMB. ALL PIPING SHOWN PARALLEL WITHTHE SIDES OF THE CONCRETE VAULTS SHALL BE INSTALLED SQUARE WITHTHE SIDES OF THE VAULT.

6. END CAPS SHALL BE CUT OFF CLOSE AFTER PRESSURE TEST. ENDS SHALLTHEN BE BEVELED FOR TIE-IN WELDING AND PROVIDED WITH PLASTICDUST CAPS.

7. 100% RADIOGRAPHIC INSPECTION REQUIRED ON ALL BUTT WELDS. 100%NON-DESTRUCTIVE TESTING REQUIRED ON ALL THREDOLET WELDS.

8. SAND BLAST WELDED SEGMENTS PER SSPC-SP-6, SOLVENT CLEAN, APPLYDUPONT 25P PRIMER AND DUPONT 333M/42PA-1065 TOP COAT PER DUPONTSPEC.

9. ALL EXTERIOR PIPING AND FITTINGS SHALL BE PRIMED WITH TAPECOAT TCOMNIPRIME. EXTERIOR PIPING SHALL BE TAPE WRAPPED WITH HD50 TOWITHIN ONE FOOT OF PIPE ENDS. EXTERIOR FITTINGS SHALL BE TAPEWRAPPED WITH TAPECOAT T-TAPE. TAPECOAT TO EXTEND INTO PIT 1/2"MIN. BEYOND LINK SEAL. WHERE LINK SEAL IS TO BE INSTALLED STARTWRAPPING WITH 6" H-50 TAPE NOT SPIRAL WRAPPED, THEN PROCEED WITHSPIRAL WRAP OF 2" TAPE AROUND THE EXTERIOR PIPING. SPIRALWRAPPED TAPE UNDER THE LINK SEALS WILL MAKE THE INSTALLATION OFTHE LINK SEAL DIFFICULT. CONTACT EVERSOURCE FOR ADDITIONALDETAILS.

10. ALL PENETRATIONS AT THREDOLETS SHALL HAVE A DRILLED DIAMETEREQUAL TO THE THREDOLET ID.

11. THREDOLET LOCATIONS ON PILOT LINES & SENSING LINES MAY BEADJUSTED FOR CLEARANCE. PIPE PLUGS OR NIPPLES ARE TO BEINSTALLED IN THREDOLETS PRIOR TO WELDING.

12. PRIOR TO QUALIFYING PRESSURE TEST, ALL N.P.T. CONNECTIONS SHALLBE WRAPPED WITH TEFLON TAPE AND COATED WITH "RECTOR SEAL" OREQUIVALENT.

13. ALL PIPING SHALL BE PRESSURE TESTED IN ACCORDANCE WITHEVERSOURCE GAS STANDARDS C-186 PRIOR TO DELIVERY. TEST PIPINGAND FITTINGS TO 430 PSIG FOR A DURATION OF 4 HOURS. FOR VAULTSWITH MOONEY FLOWMAX REGULATORS, REMOVE THE REGULATORS ANDINSTALL FITTINGS AS NECESSARY TO PERFORM THE TEST. A RECORDCHART OF THE TEST SHALL BE FURNISHED TO THE OWNER.

14. USE TEFLON COATED STUDS & NUTS15. ALL BOLT THREADS ARE TO BE LUBRICATED WITH "NEVER SEIZE" OR

EQUIVALENT. NUTS ARE TO BE TIGHTENED IN A STAGGERED SEQUENCE TOTHE SPECIFIED TORQUE.

BOLT TORQUE (FT. LB)5/8"-11 603/4"-10 110

16. ROTATE ISOLATION VALVES OR REGULATORS TO ALLOW FOR STUDINSTALLATION IF REQUIRED. CALL EVERSOURCE GAS CONTACT TO VERIFY.

17. GROVE 900TE REGULATORS TO BE INSTALLED SUCH THAT ACCESSCOVERS ARE REMOVED HORIZONTALLY.

18. SENSING LINES SHALL HAVE BALON (BLUE) 1/2" N.P.T. BALL VALVES.19. PILOT LINES SHALL HAVE BALON (RED) 1/2" N.P.T. BALL VALVES.20. PRIOR TO DELIVERY TIGHTEN ALL LINK SEALS TO MINIMIZE PIPE MOVEMENT

DURING INSTALL. INSTALL THE LINKS FLUSH WITH THE INTERIOR, WITH THEBOLT HEADS TOWARDS THE INTERIOR.

21. EVERSOURCE GAS TO SUPPLY SYRACUSE DOORS, AND PRECAST PITS(WITH ONLY SUMPS INSTALLED).

22. PIPE ANCHORS AND SUPPORTS PER EVERSOURCE DETAIL ON SHEET 8.23. MAINTAIN MINIMUM 1/2" GAP BETWEEN PIPE AND PIT WALLS (2 PLACES).

4"Ø HOLEREQUIRED FOR2" PIPING (TYP)

212"Ø PVC DRAIN

MONITOR PIT PLAN

C

C

B

B

4"Ø

2"Ø PILOT LINE

REMOVABLE FIBERGLASSGRATE CONNECTED BY ATETHER LINE

2

212"Ø PVC DRAIN


SEE NOTE 6

DUST CAP(TYP FOR ALL4" AND 2" CAPS)

DUST CAP(TYP FOR ALL

4" AND 2" CAPS)

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4"Ø

4"Ø

4"Ø

2"Ø PILOT LINE

2"Ø SENSING LINE

A A



Date Dw/Ck/Ap

SCALE: 1:10 SHEET 9 OF 27Drawn by / Date Checked by / Date

Approved by / Date






PREFABRICATION MONITOR PIT LEFT TO RIGHT FLOW

2"Ø SENSING LINE



5DT / 07/17/20 MO / 07/17/20

AC / 07/17/20



07/31/20

BALO

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VALVE AND MATERIAL LIST

ITEM QTY SIZE MANUFACTR DESCRIPTION MATL/SPEC

1 1 4'x4' UTILITYPRECAST M400 PRECAST CONCRETE PIT

2 1 PA INSERT 12.5" PLASTIC SUMP WITH LID

3 1 4'x4' NSTAR SYRACUSE DTD-15HD-NSTAR

4 3 BOWCO MANHOLE STEP 81213R

5 58 THUNDERLINE LS-300-C LINKS



8 1 4" WELD TEE

9 2 2" WELD TEE





14 4 4" X 2" FLANGE, CS, RF X EXPANDER


16 10 12" 12" x 21

2" NPT PIPE NIPPLE XS SS

17 10 12" THREADED PLUG FORGED

STEEL18 4 4" BALON SERIES US FxW 4R-US13-WF

19 4 4" FLANGE, CS, RF WN, CLASS 150

20 4 12" BALON SERIES LS SCREWED END LS05561 (RED)

21 6 12" BALON SERIES LS SCREWED END LS05561 (BLUE)



24 2 2" REGULATOR, GROVE 900TE, CL 150

25 32 58" X 4" STUD BOLTS, TEFLON COATED

26 16 58" X 3-3/4" STUD BOLTS, TEFLON COATED

27 96 58" HEX NUTS, TEFLON COATED

CONTROL PIT

CONTROL PIT AND BYPASS VALVE PLAN

SECTION H-HSENSE

SECTION G-G

7" 2'-10" 7"

2'-0"

438"35

8" 438" 35

8"

7" 2'-10" 7"

1'-9

"2'-5

5 8"

1'-118"

4"5"4" 412"

2'-1078"


SECTION J-JPILOT

418"41

8"

1'-818"

H

H

J

J

15 2016

16 1721TYPICAL

6 PLACES

TYPICAL4 PLACES

3

1

15

17

11"

41'-1" 1'-51

2"

1'-0

3 4"1'

-03 4"

1'-0

3 4"

6"3'

-111 2"

4'-9

"

11 916"

1'-1

7 16"

858"

1'-9

5 8"

11"

1'-0 316" 1'-0 3

16"

PIPEANCHOR

PIPEANCHOR

1'-4"1018"

2

334" 33

4"

SEE NOTE 23

NOTES:

1. ALL PREFAB CONSTRUCTION SHALL CONFORM TO EVERSOURCE GASSTANDARDS FOR CONSTRUCTION C-300, C-700 AND DISTRIBUTION O&M4.4.13.

2. ALL DRILLED HOLES USED FOR THE PURPOSE OF CORE BORING SHALLBE GROUTED WITH NON-SHRINKING GROUT.

3. THE CONCRETE VAULT H20 LOADING LIP SHALL BE SIZED FORSYRACUSE DOORS, ITEM NO. 3. THE DOORS SHALL BE ORIENTED TOPROVIDE EASY ACCESS TO THE MANHOLE STEPS, ITEM NO. 4, WHENOPENED.

4. ALL PIPE IS API-5L GRADE B, SCHEDULE 40, STD WITH MATCHING WELDFITTINGS.

5. ALL PIPING, VALVES AND FITTINGS SHOWN HORIZONTAL ON THEDRAWING SHALL BE INSTALLED LEVEL. ALL PIPING, VALVES ANDFITTINGS SHOWN VERTICAL SHALL BE INSTALLED PLUMB. ALL PIPINGSHOWN PARALLEL WITH THE SIDES OF THE CONCRETE VAULTS SHALLBE INSTALLED SQUARE WITH THE SIDES OF THE VAULT.

6. END CAPS SHALL BE CUT OFF CLOSE AFTER PRESSURE TEST. ENDSSHALL THEN BE BEVELED FOR TIE-IN WELDING AND PROVIDED WITHPLASTIC DUST CAPS.

7. 100% RADIOGRAPHIC INSPECTION REQUIRED ON ALL BUTT WELDS.100% NON-DESTRUCTIVE TESTING REQUIRED ON ALL THREDOLETWELDS.

8. SAND BLAST WELDED SEGMENTS PER SSPC-SP-6, SOLVENT CLEAN,APPLY DUPONT 25P PRIMER AND DUPONT 333M/42PA-1065 TOP COATPER DUPONT SPEC.

9. ALL EXTERIOR PIPING AND FITTINGS SHALL BE PRIMED WITH TAPECOATTC OMNIPRIME. EXTERIOR PIPING SHALL BE TAPE WRAPPED WITH HD50TO WITHIN ONE FOOT OF PIPE ENDS. EXTERIOR FITTINGS SHALL BETAPE WRAPPED WITH TAPECOAT T-TAPE. TAPECOAT TO EXTEND INTOPIT 1/2" MIN. BEYOND LINK SEAL. WHERE LINK SEAL IS TO BE INSTALLEDSTART WRAPPING WITH 6" H-50 TAPE NOT SPIRAL WRAPPED, THENPROCEED WITH SPIRAL WRAP OF 2" TAPE AROUND THE EXTERIORPIPING. SPIRAL WRAPPED TAPE UNDER THE LINK SEALS WILL MAKE THEINSTALLATION OF THE LINK SEAL DIFFICULT. CONTACT EVERSOURCEFOR ADDITIONAL DETAILS.

10. ALL PENETRATIONS AT THREDOLETS SHALL HAVE A DRILLED DIAMETEREQUAL TO THE THREDOLET ID.

11. THREDOLET LOCATIONS ON PILOT LINES & SENSING LINES MAY BEADJUSTED FOR CLEARANCE. PIPE PLUGS OR NIPPLES ARE TO BEINSTALLED IN THREDOLETS PRIOR TO WELDING.

12. PRIOR TO QUALIFYING PRESSURE TEST, ALL N.P.T. CONNECTIONSSHALL BE WRAPPED WITH TEFLON TAPE AND COATED WITH "RECTORSEAL" OR EQUIVALENT.

13. ALL PIPING SHALL BE PRESSURE TESTED IN ACCORDANCE WITHEVERSOURCE GAS STANDARDS C-186 PRIOR TO DELIVERY. TEST PIPINGAND FITTINGS TO 430 PSIG FOR A DURATION OF 4 HOURS. FOR VAULTSWITH MOONEY FLOWMAX REGULATORS, REMOVE THE REGULATORSAND INSTALL FITTINGS AS NECESSARY TO PERFORM THE TEST. ARECORD CHART OF THE TEST SHALL BE FURNISHED TO THE OWNER.


EQUIVALENT. NUTS ARE TO BE TIGHTENED IN A STAGGERED SEQUENCETO THE SPECIFIED TORQUE.

BOLT TORQUE (FT. LB)5/8"-11 603/4"-10 110

16. ROTATE ISOLATION VALVES OR REGULATORS TO ALLOW FOR STUDINSTALLATION IF REQUIRED. CALL EVERSOURCE GAS CONTACT TOVERIFY.


18. SENSING LINES SHALL HAVE BALON (BLUE) 1/2" N.P.T. BALL VALVES.19. PILOT LINES SHALL HAVE BALON (RED) 1/2" N.P.T. BALL VALVES.20. PRIOR TO DELIVERY TIGHTEN ALL LINK SEALS TO MINIMIZE PIPE

MOVEMENT DURING INSTALL. INSTALL THE LINKS FLUSH WITH THEINTERIOR, WITH THE BOLT HEADS TOWARDS THE INTERIOR.

21. EVERSOURCE GAS TO SUPPLY SYRACUSE DOORS, AND PRECAST PITS(WITH ONLY SUMPS INSTALLED).

22. PIPE ANCHORS AND SUPPORTS PER EVERSOURCE DETAIL ON SHEET 8.23. MAINTAIN MINIMUM 1/2" GAP BETWEEN PIPE AND PIT WALLS(2 PLACES).

SEE NOTE 6

REMOVABLEFIBERGLASS GRATECONNECTED BY ATETHER LINE

212"Ø PVC DRAIN

2"Ø SENSING LINE

212"Ø PVC DRAIN

2"Ø PILOT LINE



DUST CAP(TYP FOR ALL4" AND 2" CAPS)4"Ø

4"Ø

4"Ø

4"Ø

2"Ø SENSING LINE 2"Ø PILOT LINE

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Approved by / Date






PREFABRICATION CONTROL PIT LEFT TO RIGHT FLOW



5DT / 07/17/20 MO / 07/17/20

AC / 07/17/20



07/31/20

MATERIAL LIST FOR 2" GROVE ASSEMBLY

ITEM QTY SIZE MANUFACTURER DESCRIPTION MATL/SPEC

1 1 2" GROVE 900TE REGULATOR ANSI 150

PILOT

FILTER TYPE 30

2 2 14" BALON SERIES LS SCREWED END LS02592

3 2 4" RAISED FACE WELDNECK FLANGE ANSI 150

4 2 2"x4" RAISED FACE EXPANDER FLANGE ANSI 150

5 2 14" 1

4" x 2" NPT PIPE NIPPLE XS SS


7 2 4" 116" RING GASKET ANSI 150


9 16 58"-11 TEFLON COATED STUD BOLT 31

2" LG A307 GR B

10 8 58"-11 TEFLON COATED STUD BOLT 3" LG A307 GR B

11 48 58" TEFLON COATED HEX NUT A307 GR B

N N

2" GROVE ASSEMBLY PLAN

SECTION N-N

3 4 1 4 35 2 6 5 2 6

634" 10" 63

4"

1'-1158"

GASKET TO GASKET

FLOW

NOTES:

1. ALL PREFAB CONSTRUCTION SHALL CONFORM TO EVERSOURCEGAS STANDARDS FOR CONSTRUCTION C-300, C-700 ANDDISTRIBUTION O&M 4.4.13.

2. ALL PIPE IS API-5L GRADE B, SCHEDULE 40, STD WITH MATCHINGWELD FITTINGS.

3. 100% RADIOGRAPHIC INSPECTION REQUIRED ON ALL BUTT WELDS.100% NON-DESTRUCTIVE TESTING REQUIRED ON ALL THREDOLETWELDS.

4. SAND BLAST WELDED SEGMENTS PER SSPC-SP-6, SOLVENT CLEAN,APPLY DUPONT 25P PRIMER AND DUPONT 333M/42PA-1065 TOP COATPER DUPONT SPEC.

5. ALL PENETRATIONS AT THREDOLETS SHALL HAVE A DRILLEDDIAMETER EQUAL TO THE THREDOLET ID.

6. PIPE PLUGS OR NIPPLES ARE TO BE INSTALLED IN THREDOLETSPRIOR TO WELDING.

7. PRIOR TO QUALIFYING PRESSURE TEST, ALL N.P.T. CONNECTIONSSHALL BE WRAPPED WITH TEFLON TAPE AND COATED WITH"RECTOR SEAL" OR EQUIVALENT.

8. ALL PIPING SHALL BE PRESSURE TESTED IN ACCORDANCE WITHEVERSOURCE GAS STANDARDS C-186 PRIOR TO DELIVERY. TESTPIPING AND FITTINGS TO 430 PSIG FOR A DURATION OF 4 HOURS.FOR VAULTS WITH GROVE 900 TE REGULATORS, REMOVE THEREGULATORS AND INSTALL FITTINGS AS NECESSARY TO PERFORMTHE TEST. A RECORD CHART OF THE TEST SHALL BE FURNISHED TOTHE OWNER.


EQUIVALENT. NUTS ARE TO BE TIGHTENED IN A STAGGEREDSEQUENCE TO THE SPECIFIED TORQUE.

BOLT TORQUE (FT. LB)5/8"-11 603/4"-10 110

11. ROTATE ISOLATION VALVES OR REGULATORS TO ALLOW FOR STUDINSTALLATION IF REQUIRED. CALL EVERSOURCE GAS CONTACT TOVERIFY.


13. MAIN RUN AND BYPASS MISC. VALVES SHALL BE 1/4" N.P.T. BALON(RED) BALL VALVES.

14. EVERSOURCE GAS TO SUPPLY EXPANDER FLANGES WHEN USED.

NOTE:1. SINGLE RUN - 2-2" GROVE ASSEMBLIES REQUIRED

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PREFABRICATION GROVE REGULATOR ASSEMBLIES



5DT / 07/17/20 MO / 07/17/20

AC / 07/17/20



07/31/20

NOTES:

1. ALL PREFAB CONSTRUCTION SHALL CONFORM TO EVERSOURCE GASSTANDARDS FOR CONSTRUCTION C-400 AND DISTRIBUTION O&M 4.4.13.

2. ALL PIPE IS API-5L GRADE B, SCHEDULE 40, STD WITH MATCHING WELD FITTINGS.3. 100% RADIOGRAPHIC INSPECTION REQUIRED ON ALL BUTT WELDS. 100%

NON-DESTRUCTIVE TESTING REQUIRED ON ALL OLET WELDS. NDT SHALL BE PEREVERSOURCE WELDING MANUAL VERSION 2B DATED OCTOBER 31, 2019.

4. ALL PENETRATIONS AT THREDOLETS SHALL HAVE A DRILLED DIAMETER EQUALTO THE THREDOLET ID.

5. PIPE PLUGS OR NIPPLE ARE TO BE INSTALLED IN THREDOLET PRIOR TO WELDING.6. PRIOR TO QUALIFYING PRESSURE TEST, ALL N.P.T. CONNECTIONS SHALL BE

WRAPPED WITH TEFLON TAPE AND COATED WITH "RECTOR SEAL" OREQUIVALENT.

7. ALL PIPING SHALL BE PRESSURE TESTED IN ACCORDANCE WITH EVERSOURCEGAS STANDARDS OM-205 PRIOR TO DELIVERY. TEST PIPING AND FITTINGS TO 405PSIG FOR A DURATION OF 4 HOURS. FOR VAULTS WITH MOONEY FLOWMAXREGULATORS, REMOVE THE REGULATORS AND INSTALL FITTINGS AS NECESSARYTO PERFORM THE TEST. A RECORD CHART OF THE TEST SHALL BE FURNISHEDTO THE OWNER.


EQUIVALENT. NUTS ARE TO BE TIGHTENED IN A STAGGERED SEQUENCE TO THESPECIFIED TORQUE. BOLT TORQUE (FT. LB) (PTFE COATED) TORQUE (FT. LB) (PLAIN BOLT)

5/8"-11 68 1153/4"-10 118 200

10. ROTATE ISOLATION VALVES OR REGULATORS TO ALLOW FOR STUDINSTALLATION IF REQUIRED. CALL EVERSOURCE GAS CONTACT TO VERIFY.

11. MAIN RUN AND BYPASS MISC. VALVES SHALL BE 14" N.P.T. BALON (RED) BALLVALVES.

12. EVERSOURCE GAS TO SUPPLY EXPANDER FLANGES WHEN USED.13. MANUFACTURER (MOONEY) NOW WILL MACHINE REGULATORS WITH FLANGE

TAPS. THIS MUST BE REQUESTED WHEN THE ORDER IS PLACED. EVERSOURCEWILL SUPPLY REGULATORS. PLEASE CALL EVERSOURCE WITH QUESTIONS. (4)TAPS PER REGULATOR BODY.

61116"101

8"

1'-1112"

61116"

2" MOONEY FLOWMAX ASSEMBLY BOMMARK QTY UNIT SIZE DESCRIPTION

1 1 EA 2"REGULATOR, MOONEY FLOWMAX REGULATOR,CLASS 150PILOTFILTER TYPE 30

2 2 EA 1/4" VALVE, BALL, FNPT X FNPT, 3000#, API 608

3 4 EA 1/4"PLUG, THREADED, FORGED STEEL, ASME B16.3,ASME 16.11, ASME B.1.20.1

4 2 EA 4"FLANGE, CS,RF X WN, MSS SP-25, ANSI B16.5, ASTMA-105, CLASS 150

5 2 EA 4"X2"FLANGE, CS,RF X EXPANDER FACE, MSS SP-25,ANSI B16.5, ASTM A-105, CLASS 150

6 2 EA 1/4"NIPPLE, THREADED, SMLS, ASME B16.11, ANSIB1.20.1, ASTM A733, SCH STD, 2-1/2IN LONG

7 2 EA 4" GASKET, RING, 1/16" THICK, CLASS 150

8 2 EA 2" GASKET, RING, 1/16" THICK, CLASS 150

9 8 EA5/8" X3-3/4"

STUD BOLT, TEFLON COATED (4 BOLTS PER 2-INCLASS 150 CONNECTION), ANSI B16.5, ASTM A193GRADE B7

10 16 EA5/8" X4"

STUD BOLT, TEFLON COATED (8 BOLTS PER 4-INCLASS 150 CONNECTION), ANSI B16.5, ASTM A193GRADE B7

11 48 EA 5/8"

HEX NUT, TEFLON COATED (16 NUTS PER 4-INCLASS 150 CONNECTION; 8 NUTS PER 2-IN CLASS150 CONNECTION), ANSI B18.2, ASTM A194 GRADE2H

6 2

FLOW3

45

1

5 4

J J

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SCALE: SHEETDrawn by / Date Checked by / Date

Approved by / Date



TAKE STATIONS AND DISTRICT REGULATORS

12 OF 27

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PREFABRICATION MOONEY REGULATOR ASSEMBLIES

2" MOONEY FLOWMAX ASSEMBLY PLANSCALE: 1" = 1'-0"

SECTION J-JSCALE: 1" = 1'-0"

AS NOTED

DISTRICT REGULATOR @ MT. WAYTE AVE., FRAMINGHAM, MA

DT/MO/AC1 DT/MO/AC0 ISSUED FOR CONSTRUCTION 01/15/19 DT/MO/AC

RE-ISSUED FOR CONSTRUCTION 07/12/19 DT/MO/AC2 ISSUED FOR REVIEW 05/13/20 DT/MO/AC3 ISSUED FOR REVIEW 06/04/20 DT/MO/AC4 RE-ISSUED FOR CONSTRUCTION 06/16/20 DT/MO/AC

5DT / 07/17/20 MO / 07/17/20

AC / 07/17/20



07/31/20

BALO

N1

NOTES:

1. ALL PREFAB CONSTRUCTION SHALL CONFORM TO EVERSOURCEGAS STANDARDS FOR CONSTRUCTION C-300, C-700 ANDDISTRIBUTION O&M 4.4.13.

2. ALL PIPE IS API-5L GRADE B, SCHEDULE 40, STD WITH MATCHINGWELD FITTINGS.

3. 100% RADIOGRAPHIC INSPECTION REQUIRED ON ALL BUTTWELDS. 100% NON-DESTRUCTIVE TESTING REQUIRED ON ALLTHREDOLET WELDS.

4. SAND BLAST WELDED SEGMENTS PER SSPC-SP-6, SOLVENTCLEAN, APPLY DUPONT 25P PRIMER AND DUPONT 333M/42PA-1065TOP COAT PER DUPONT SPEC.

5. ALL PENETRATIONS AT THREDOLETS SHALL HAVE A DRILLEDDIAMETER EQUAL TO THE THREDOLET ID.

6. PIPE PLUGS OR NIPPLES ARE TO BE INSTALLED IN THREDOLETSPRIOR TO WELDING.

7. PRIOR TO QUALIFYING PRESSURE TEST, ALL N.P.T. CONNECTIONSSHALL BE WRAPPED WITH TEFLON TAPE AND COATED WITH"RECTOR SEAL" OR EQUIVALENT.

8. ALL PIPING SHALL BE PRESSURE TESTED IN ACCORDANCE WITHEVERSOURCE GAS STANDARDS C-186 PRIOR TO DELIVERY. TESTPIPING AND FITTINGS TO 430 PSIG FOR A DURATION OF 4 HOURS.FOR VAULTS WITH MOONEY FLOWMAX REGULATORS, REMOVETHE REGULATORS AND INSTALL FITTINGS AS NECESSARY TOPERFORM THE TEST. A RECORD CHART OF THE TEST SHALL BEFURNISHED TO THE OWNER.

9. USE TEFLON COATED STUDS & NUTS10. ALL BOLT THREADS ARE TO BE LUBRICATED WITH "NEVER SEIZE"

OR EQUIVALENT. NUTS ARE TO BE TIGHTENED IN A STAGGEREDSEQUENCE TO THE SPECIFIED TORQUE.

BOLT TORQUE (FT. LB)5/8"-11 603/4"-10 110

11. MAIN RUN AND BYPASS MISC. VALVES SHALL BE 1/4" N.P.T. BALON(RED) BALL VALVES.

MATERIAL LIST FOR 4" SPOOL ASSEMBLY

ITEM QTY SIZE MANUFACTURER DESCRIPTION MATL/SPEC

1 1 12" BALON SERIES LS SCREWED END

LS05561

2 2 4" RAISED FACE SLIP-ON FLANGE ANSI 150


4 1 12" 1

2" x 212" NPT PIPE NIPPLE XS SS



7 16 58"-11

TEFLON COATED STUD BOLT31

2" LG A307 GR B

8 32 58" TEFLON COATED HEX NUT A307 GR B

9 2 FT 4" 0.237 WALL STEEL PIPE API 5L GR B

U U

4" SPOOL ASSEMBLY PLAN SECTION U-U

1'-1112"

GASKET TO GASKET

1'-1138"

2 3 4 1 5 2

NOTE:1. (2) SPOOLS REQUIRED

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PREFABRICATION SPOOL ASSEMBLY



5DT / 07/17/20 MO / 07/17/20

AC / 07/17/20



07/31/20

21 8"3'

-93 8"

6"

2" 934"

SECTION M-MSCALE: 3/4" = 1'-0"

234"

43 4"

234"

43 4"

PIT PLANSCALE: 3/4" = 1'-0"

NOTES:1. CONCRETE TO HAVE MINIMUM COMPRESSIVE STRENGTH OF

5000 PSI AT 28 DAYS.2. STEEL REINFORCEMENT TO BE #4 BARS 6" ON CENTER BOTH

WAYS, SIDES AND BOTTOM, WITH A MINIMUM OF ONE-INCHCOVER, ASTM A-615-68GR40. RODS ARE TO BE PLACED NOFURTHER THAN 2" FROM INSIDE OF THE WALLS OR FLOOR.

3. TOP OF VAULT CASTING SHALL BE MANUFACTUREDCOMPATIBLE WITH EJ CO. CASTINGS DOOR.

4. MANHOLE STEPS (BOWCO 93813R- PRESS FIT) SUPPLIED ANDINSTALLED BY PIPING FABRICATOR.

5. DOORS ARE EQUIPPED WITH 112" THREADED DRAIN COUPLER.

INSTALL 112" FEMALE ADAPTER AND OTHER FITTINGS AS

REQUIRED TO TRANSITION TO 212" PVC DRAIN PIPE.

6. PVC DRAINS ARE NOT CAST IN PLACE. THEY ARE TO BEINSTALLED BY CUTTING, FITTING AND PATCHING ON SITE BYTHE PIPING FABRICATOR TO INSURE PROPER DRAINAGE OFDOORS

7. CORING OF HOLES BY PIPING FABRICATOR.8. 12" PLASTIC SUMP WITH LID SUPPLIED AND INSTALLED BY

VAULT CASTING MANUFACTURER.9. WATER PROOFING SHALL BE APPLIED TO THE EXTERI0R OF THE

CONCRETE VAULT. TREMPROOF 250 GC ROLLED OR TROWELEDON TO A MINIMUM DRY BUILT THICKNESS OF 60 MILS SHOULDBE USED. AS AN ALTERNATIVE TREMPROOF 201/60 MAY BEUSED TO THE SAME 60 MILS THICKNESS PROVIDED THECONCRETE IS STORED IN A DRY ENVIRONMENT FOR A MINIMUMOF 4 DAYS. ALTERNATIVE WATER PROOFING MAY BE USED BYPIPING CONTRACTOR GIVEN APPROVAL OF THE EVERSOURCEREPRESENTATIVE.

212"Ø PVC DRAIN

(TYP. 2 PLACES)

PLASTIC SUMPCAST IN PLACE

212"Ø PVC DRAIN

(TYP. 2 PLACES)

H20 LOADING LIP

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45°

6"6" 5'-0"


SECTION N-NSCALE: 3/4" = 1'-0"

71 2"1'

-11 2"

7" 634"

1'-0

3 4"1'

-03 4"

1'-0

3 4"

1'-512" 1'-1" 1'-51

2"

SECTION O-OSCALE: 3/4" = 1'-0"

H20 LOADING LIP

(6) 1"Ø x 3"DEEP HOLES

6" 6"7"

MM

N

N

O

O

4"Ø HOLE

6"Ø HOLE

6"Ø HOLE

4"Ø HOLE

4"Ø HOLE

6"Ø HOLE

4"Ø HOLE

6"Ø HOLE

4"Ø HOLE

6"Ø HOLE

4"Ø HOLE

6"Ø HOLE

634" 1'-81

2"

212"Ø PVC DRAIN

(TYP. 2 PLACES)21

2"Ø PVC DRAIN(TYP. 2 PLACES)

7" 934"6" 6"7"93

4" 1'-212"

41 2"

2'-0

3 8"

55 16

"

H20 LOADING LIP

H20 LOADING LIP

6"87 8"

1'-0

1 8"2'

-03 8"

4"Ø HOLE

6"Ø HOLE

3'-9

3 8"

4'-5

1 2"


Date Dw/Ck/Ap

SCALE: AS NOTED SHEET 14 OF 27Drawn by / Date Checked by / Date

Approved by / Date






PREFABRICATION SPARE PIT DETAILS

PIPE ANCHOR PLANNOT TO SCALE

SECTION Y-YNOT TO SCALE

SECTION Z-ZNOT TO SCALE

YYZ

Z

41 8"

61 2"

2"

11 2"2"

4"

2 716" 33

8"

4"

12"Ø RADIUS (TYP)

TO REMOVE SHARP EDGES

2" x 38" CARBON STEEL SUPPORTPAINT PER DISTRICT REGULATORPREFABRICATION SPECIFICATION

516"ØGALVANIZED U-BOLT WITH(2) GALVANIZED HEX NUTS

FRP SHIELD

716"Ø HOLE (TYP)

38"Ø HOLE (TYP)

14"Ø CINCH ANCHOR (TYP)

FLAT WASHER &LOCK WASHER (TYP)



5DT / 07/17/20 MO / 07/17/20

AC / 07/17/20



07/31/20

SECTION W-WSCALE: 34" = 1'-0"

2'-0"

1'-9

" 2'-5

5 8"

7" 2'-10"

7"

2"

3'-1

11 2"6"

2" 10"

45°

SECTION V-VSCALE: 34" = 1'-0" 7"

2'-10"

7"

1'-9

" 2'-5

5 8"

1'-0

3 4"1'

-03 4"

1'-0

3 4"

1'-512" 1'-1" 1'-51

2"

1'-118"

2'-1078"

SECTION X-XSCALE: 34" = 1'-0"

W

W

X

X

V V

234"

53 8"

234"

43 4"

PIT PLANSCALE: 34" = 1'-0"

NOTES:1. CONCRETE TO HAVE MINIMUM COMPRESSIVE STRENGTH OF

5000 PSI AT 28 DAYS.2. STEEL REINFORCEMENT TO BE #4 BARS 6" ON CENTER BOTH

WAYS, SIDES AND BOTTOM, WITH A MINIMUM OF ONE-INCHCOVER, ASTM A-615-68GR40. RODS ARE TO BE PLACED NOFURTHER THAN 2" FROM INSIDE OF THE WALLS OR FLOOR.

3. TOP OF VAULT CASTING SHALL BE MANUFACTUREDCOMPATIBLE WITH SYRACUSE CASTINGS DOOR.

4. MANHOLE STEPS (BOWCO 93813R- PRESS FIT) SUPPLIED ANDINSTALLED BY PIPING FABRICATOR.

5. DOORS ARE EQUIPPED WITH 112" THREADED DRAIN COUPLER.

INSTALL 112" FEMALE ADAPTER AND OTHER FITTINGS AS

REQUIRED TO TRANSITION TO 212" PVC DRAIN PIPE.

6. PVC DRAINS ARE NOT CAST IN PLACE. THEY ARE TO BEINSTALLED BY CUTTING, FITTING AND PATCHING ON SITE BYTHE PIPING FABRICATOR TO INSURE PROPER DRAINAGE OFDOORS

7. CORING OF HOLES BY PIPING FABRICATOR.8. 12" PLASTIC SUMP WITH LID SUPPLIED AND INSTALLED BY

VAULT CASTING MANUFACTURER.9. WATER PROOFING SHALL BE APPLIED TO THE EXTERI0R OF THE

CONCRETE VAULT. TREMPROOF 250 GC ROLLED OR TROWELEDON TO A MINIMUM DRY BUILT THICKNESS OF 60 MILS SHOULDBE USED. AS AN ALTERNATIVE TREMPROOF 201/60 MAY BEUSED TO THE SAME 60 MILS THICKNESS PROVIDED THECONCRETE IS STORED IN A DRY ENVIRONMENT FOR A MINIMUMOF 4 DAYS. ALTERNATIVE WATER PROOFING MAY BE USEDGIVEN APPROVAL OF THE EVERSOURCE REPRESENTATIVE.

212"Ø PVC DRAIN

212"Ø PVC DRAIN

PLASTIC SUMPCAST IN PLACE

212"Ø PVC DRAIN

CAST IN PLACE (TYP)

H20 LOADING LIP

4"Ø HOLE

H20 LOADING LIP

6"Ø HOLE

6"Ø HOLE

H20 LOADING LIP

4"Ø HOLE

6"Ø HOLE

(6) 1"Ø x 3"DEEP HOLES

4"Ø HOLE

6"Ø HOLE

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PREFABRICATION PIT DETAILS



5DT / 07/17/20 MO / 07/17/20

AC / 07/17/20



07/31/20

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SPARE PIT WELD LISTWELD

I.D. TYPE RUN LINE NUMBERSIZE(IN) WELDER WELDER

I.D.WELD

PROCEDURE NDE DATE ACCEPTEDY OR N

REPORTNUMBER COMMENTS

B0101 BUTT PRIMARY RUN PIPE 101 4 INLET END CAP

B0202 BUTT PRIMARY RUN PIPE 102 4 INLET TEE

B0103 BUTT PRIMARY RUN PIPE 103 4 INLET TEE TO RUN

B0104 BUTT PRIMARY RUN PIPE 104 4 INLET TEE BRANCH

B0105 BUTT PRIMARY RUN PIPE 105 4 INLET BALL VALVE

B0106 BUTT PRIMARY RUN PIPE 106 4 SPOOL UPSTREAM SLIP ON FLANGE

F0107 FILLET PRIMARY RUN PIPE 107 1 SPOOL PRESSURE TAP

B0108 BUTT PRIMARY RUN PIPE 108 4 SPOOL DOWNSTREAM SLIP ON FLANGE

B0109 BUTT PRIMARY RUN PIPE 109 4 OUTLET SLIP ON FLANGE

F0110 FILLET PRIMARY RUN PIPE 110 1 DOWNSTREAM PRESSURE TAP

B0111 BUTT PRIMARY RUN PIPE 111 4 OUTLET END CAP

F0112 FILLET PRIMARY LOAD LINE 112 2 HEADER WELDOLET

B0113 BUTT PRIMARY LOAD LINE 113 2 HEADER WELDOLET TO PUP

B0114 BUTT PRIMARY LOAD LINE 114 2 HEADER PUP TO ELBOW

B0115 BUTT PRIMARY LOAD LINE 115 2 HEADER ELBOW DOWN TO PUP


B0117 BUTT PRIMARY LOAD LINE 117 2 HEADER ELBOW TO PUP

B0118 BUTT PRIMARY LOAD LINE 118 2 HEADER PUP TO INLET VALVE

B0119 BUTT PRIMARY LOAD LINE 119 2 HEADER INLET VALVE TO PUP


B0121 BUTT PRIMARY LOAD LINE 121 2 HEADER ELBOW TO PUP


B0123 BUTT PRIMARY LOAD LINE 123 2 HEADER ELBOW TO PIPE HEADER

F0124 FILLET PRIMARY LOAD LINE 124 1/2 PRESSURE TAP THREADOLET (1)

F0125 FILLET PRIMARY LOAD LINE 125 1/2 PRESSURE TAP THREADOLET (1)

B0126 BUTT PRIMARY LOAD LINE 126 2 HEADER END CAP

B0127 BUTT PRIMARY SENSE LINE 127 2 HEADER END CAP

F0128 FILLET PRIMARY SENSE LINE 128 1/2 PRESSURE TAP THREADOLET (1)



B0131 BUTT PRIMARY SENSE LINE 131 2 HEADER PIPE TO ELBOW

B0132 BUTT PRIMARY SENSE LINE 132 2 HEADER ELBOW TO PUP

B0133 BUTT PRIMARY SENSE LINE 133 2 HEADER PUP TO ELBOW

B0134 BUTT PRIMARY SENSE LINE 134 2 HEADER ELBOW TO PUP

B0135 BUTT PRIMARY SENSE LINE 135 2 HEADER PUP TO ELBOW

B0136 BUTT PRIMARY SENSE LINE 136 2 HEADER ELBOW TO OUTLET

B0137 BUTT PRIMARY SENSE LINE 137 2 OUTLET PIPE TO END CAP

B0138 BUTT SECONDARY RUN PIPE 138 4 INLET PIPE TO INLET TEE

B0139 BUTT SECONDARY RUN PIPE 139 4 INLET TEE TO REDUCER

B0140 BUTT SECONDARY RUN PIPE 140 4 INLET TEE BRANCH TO RUN

B0141 BUTT SECONDARY RUN PIPE 141 4 INLET BALL VALVE

B0142 BUTT SECONDARY RUN PIPE 142 4 SPOOL UPSTREAM SLIP ON FLANGE

F0143 FILLET SECONDARY RUN PIPE 143 1 SPOOL PRESSURE TAP

B0144 BUTT SECONDARY RUN PIPE 144 4 SPOOL DOWNSTREAM SLIP ON FLANGE

B0145 BUTT SECONDARY RUN PIPE 145 4 OUTLET SLIP ON FLANGE

F0146 FILLET SECONDARY RUN PIPE 146 1 DOWNSTREAM PRESSURE TAP

B0147 BUTT SECONDARY RUN PIPE 147 4 OUTLET END CAP

F0148 FILLET SECONDARY LOAD LINE 148 2 HEADER WELDOLET

B0149 BUTT SECONDARY LOAD LINE 149 2 HEADER WELDOLET TO PUP

B0150 BUTT SECONDARY LOAD LINE 150 2 HEADER PUP TO ELBOW

B0151 BUTT SECONDARY LOAD LINE 151 2 HEADER ELBOW TO PUP



B0154 BUTT SECONDARY LOAD LINE 154 2 HEADER PUP TO INLET VALVE

B0155 BUTT SECONDARY LOAD LINE 155 2 HEADER INLET VALVE TO PUP




B0159 BUTT SECONDARY LOAD LINE 159 2 HEADER ELBOW TO PIPE HEADER

F0160 FILLET SECONDARY LOAD LINE 160 1/2 PRESSURE TAP THREADOLET (1)

F0161 FILLET SECONDARY LOAD LINE 161 1/2 PRESSURE TAP THREADOLET (1)

B0162 BUTT SECONDARY LOAD LINE 162 2 HEADER END CAP

B0163 BUTT SECONDARY SENSE LINE 163 2 HEADER END CAP

F0164 FILLET SECONDARY SENSE LINE 164 1/2 PRESSURE TAP THREADOLET (1)



B0167 BUTT SECONDARY SENSE LINE 167 2 HEADER PIPE TO ELBOW

B0168 BUTT SECONDARY SENSE LINE 168 2 HEADER ELBOW TO PUP

B0169 BUTT SECONDARY SENSE LINE 169 2 HEADER PUP TO ELBOW

B0170 BUTT SECONDARY SENSE LINE 170 2 HEADER ELBOW TO PUP

B0171 BUTT SECONDARY SENSE LINE 171 2 HEADER PUP TO ELBOW

B0172 BUTT SECONDARY SENSE LINE 172 2 HEADER ELBOW TO OUTLET

B0173 BUTT SECONDARY SENSE LINE 173 2 OUTLET PIPE TO END CAP

B0174 BUTT MISC EXT LOAD GAS 174 2 EXT REDUCER TO PUP

B0175 BUTT MISC EXT LOAD GAS 175 2 EXT PUP TO ELBOW

B0176 BUTT MISC EXT LOAD GAS 176 2 EXT ELBOW TO PUP


B0178 BUTT MISC EXT LOAD GAS 178 2 EXT ELBOW TO RUN PIPE

B0179 BUTT MISC EXT LOAD GAS 179 2 EXT RUN TO ELOW




B0183 BUTT MISC EXT LOAD GAS 183 2 EXT PUP TO END CAP


Date Dw/Ck/Ap

SCALE: NONE SHEET 16 OF 27Drawn by / Date Checked by / Date

Approved by / Date






SPARE PIT WELD LIST



5DT / 07/17/20 MO / 07/17/20

AC / 07/17/20



07/31/20

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NOTES:

1. MATERIAL LIST FOR EXTERNAL PIPING ONLY.2. CONSTRUCTION SHALL CONFORM TO EVERSOURCE GAS STANDARDS

FOR CONSTRUCTION: C-100, C-400, C-500 AND C-700. AND DISTRIBUTION4.4.13

3. THE LOCATIONS OF EXISTING UTILITIES AND UNDERGROUNDSTRUCTURES ARE APPROXIMATE AND MUST BE FIELD VERIFIED.ADDITIONAL UNDERGROUND FACILITIES MAY EXIST THAT ARE NOTSHOWN ON THESE DRAWINGS WHICH MAY REQUIRE ADDITIONALOFFSETS IN THE PIPELINE.

4. LOCATIONS SHOWN ON THE DRAWING ARE APPROXIMATE. EXACTLOCATIONS OF TIE-INS SHALL BE DETERMINED AT THE TIME OFCONSTRUCTION TO SUIT FIELD CONDITIONS. VERIFY LOCATIONS OF ALLEXISTING UTILITIES PRIOR TO BEGINNING ANY WORK.

5. PIPE AND FITTINGS WILL BE FURNISHED BY EVERSOURCE GAS.6. A 12" BASE OF 3/4" CRUSHED, WASHED STONE SHALL BE PLACED AND

COMPACTED UNDER EACH VAULT.7. CONTRACTOR SHALL FURNISH AND INSTALL TWO DRAIN STANDPIPES

FOR EACH VAULT. STANDPIPES SHALL CONSIST OF 8" DIAMETERSONOTUBES FILLED WITH 3/4" CRUSHED, WASHED STONE AND SHALLEXTEND FROM THE PVC DOOR DRAINS DOWN TO A POINTAPPROXIMATELY 3" BELOW THE BOTTOM OF THE VAULT. THE TOP ENDOF THE INSTALLED STANDPIPE SHALL BE SEALED WITH FOAM TOPREVENT DEBRIS ENTRY.

8. CONTRACTOR SHALL DRILL (6) 5/8" HOLES FOR DB CABLE AND GASTUBING IN THE FIELD.

9. CONTRACTOR TO SET A 34"x21"x30" CONCRETE PAD. EVERSOURCE WILLPROVIDE CONCRETE PADS. EVERSOURCE WILL PROVIDE AND INSTALLTRAFFIC ENCLOSURES.

10. MINIMUM DISTANCE BETWEEN BUTT WELDS IS 4-INCHES UNLESSOTHERWISE NOTED.

11. 100% RADIOGRAPHIC INSPECTION REQUIRED ON ALL WELDS WITHINTHE STATION CRITICAL INLET AND OUTLET VALVES INCLUDING STATIONSENSE LINES. 10% RADIOGRAPHIC INSPECTION REQUIRED ON ALLWELDS OUTSIDE THE STATION CRITICAL INLET AND OUTLET VALVES.FURNISH THE EVERSOURCE REPRESENTATIVE WITH ALL EXPOSEDX-RAY FILMS WITH WELD IDENTIFICATION NUMBERS TO COINCIDE WITHTHE DRAWINGS.

12. 100% NON-DESTRUCTIVE TESTING OF ALL NON-BUTT WELDS.13. ALL BARE STEEL PIPE AND FITTINGS SHALL BE TAPE COATED PER

EVERSOURCE GAS STANDARD C-518.14. CATHODIC PROTECTION SYSTEM SHALL BE INSTALLED TO THE

SATISFACTION OF THE EVERSOURCE CORROSION TECHNICIAN.15. ALL LIVE GAS WORK SHALL BE PERFORMED BY OR AT THE DIRECTION

AND UNDER THE DIRECT SUPERVISION OF EVERSOURCE GASPERSONNEL.

16. ROADWAY, SIDEWALKS AND GRASS DISTURBED SHALL BE RESTOREDTO THE SATISFACTION OF THE CITY, TOWN, OR OWNER.

17. ALL NEW PIPING SHALL BE PRESSURE TESTED TO 90 PSIG FOR AT LEAST1 HOUR. LP PIPING PRESSURE TEST SHALL NOT EXCEED 100 PSIG.

18. THE INSTALLATION CONTRACTOR SHALL PROVIDE UPON COMPLETION,A DIMENSIONAL MARKED-UP DRAWING INDICATING ALL AS-BUILTCONDITIONS INCLUDING THE LOCATION AND IDENTIFICATION OF ALLWELDS WITH ALL EXPOSED X-RAY FILM, WITHIN TWO WEEKS OF JOBCOMPLETION.

19. ANODES ARE TO BE INSTALLED IN AREA SHOWN ONE FOOT BELOW MAINWITH A MINIMUM OF 6' OF SEPARATION

20. CONTRACTOR TO RETIRE EXISTING REGULATOR VAULTS IN PLACE ANDFILL TO MATCH EXISTING GRADE.

21. CONTRACTOR TO SUPPLY ALL NITROGEN FOR PURGING LINES IN/OUTOF SERVICE. EVERSOURCE TO CONDUCT ALL PURGE ACTIVITIES.

VIEW C-CSCALE: NTS

2 12" PVC PIPESUPPLIED BYEVERSOURCE

(PREFAB)

COVERSTONE

W/ FILTERFABRIC

BY

CONTRACTOR

PF

3/4"WASHED

STONE

FIBERCONCRETE

FORM8"Ø x 4'-0"LG.

(MIN.)

VAULT DOOR DRAIN DETAIL

CC

BOTTOM OFCONCRETEVAULT

TOP OFCONCRETEVAULT



Date Dw/Ck/Ap


Approved by / Date






PIT DOOR DRAIN DETAIL AND BOLLARD DETAIL

3 ISSUED FOR REVIEW 06/04/20 DT/MO/AC4 RE-ISSUED FOR CONSTRUCTION 06/16/20 DT/MO/AC

5DT / 07/17/20 MO / 07/17/20

AC / 07/17/20



07/31/20

Filed: D-190-92

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DO NOT SCALEVERIFY ALL DIMENSIONSBEFORE CONSTRUCTION


Date Dw/Ck/Ap


Approved by / Date

Sheet Number Rev. No.18 OF 27

AVA / 03/05/20 EJT / 03/05/20

MPL / 03/05/20

DUAL TELEMETER STANDARD CONSTRUCTION DRAWINGFOR POWER DROP, CELLULAR COMMUNICATION

ELEVATION VIEWS & BILL OF MATERIALSNOT TO SCALE

D-190-92-D1 0

0 ISSUED FOR CONSTRUCTION 04/15/20 AOO/EJP/MPL

ELECTRICAL/ COMMUNICATION CABINET BILL OF MATERIALSITEM

NUMBER DESCRIPTION REQUIRED

2 PHOENIX CONTACT CIRCUIT BREAKER 10 DC 24V -- 0903030 (4 AMP OPTION = 0903026)

3 PHOENIX CONTACT QUINT UPS DC 24V POWER SUPPLY (10 AMP OPTION) -- 2320225 (5 AMP OPTION = UPS/24 DC/24DC/ 5A/ 2320212)

5 GARRETTCOM DX940E/WITH ACGDX-00DM MOUNTING KIT

6 PHOENIX ENERGY STORAGE -- PHOENIX CONTACT UPS BATTERY, 26 AH TWO TRANSMITTERS (2320429)

7CONTROLWAVE EXPRESS CPU WITH ETHERNET DIN MOUNT, 9-28V, ETHERNET, 33 MHz, NO GAS CALCS, 2 PI/DI ONBASE CPU BASE + 2 DI/DO, 4 DI, 2 DO, 2 HSC, 3 AI, NO APPLICATIONS, CONFORMAL COATING, NO DISPLAYCWEXP-2-1-S8-5-00-1-0

9 DIN CONNECTORS (NS 35/7, 5 PERF 2000 IMM OR EQUAL)

12 MARLIN CONTROLS TRAFFIC CABINET (50H X 30W X 16.5D) TYPE M W/ 15" H RISER

13 BULKHEAD FITTINGS - MULTIPLE SIZES14 CONCRETE FOUNDATION BASE (BY INSTALLING CONTRACTOR)

17 GROUND CABLE TO GROUNDING ROD (BY INSTALLING CONTRACTOR)

18 PHOENIX CONTACT POWER SUPPLY QUINT PS/1 AC/24 DC/10 286762 (5A = PS/1 AC/24 DC/5 A/2866750)

20 GROUND BAR SQUARE D PK12GTA OR EQUIVALENT

22 LOUVERS - VENTILATION TO MAINTAIN AIR CIRCULATION WITHIN CABINET24 CABINET RISER WITH FRONT HAND HOLE - 15" HIGH26 BACK PANEL FOR MOUNTING ELECTRONICS30 FLEXIBLE ELECTRIC CONDUIT31 LAIRD ANTENNA, BULKHEAD 4G/3G PHANTOM, CELLULAR LTE, TRA6927M3PB-001

33 PHOENIX SURGE PROTECTOR MODEL 290522834 PHOENIX CONTACT CIRCUIT BREAKER EC-EI-IA35 FEED THROUGH TERMINAL BLOCK-OT-4-CB36 PHOENIX CONTACT FUSE MODULAR TERMINAL BLOCK - LIT 4-HESLED 24 (5X20)

39 RECEPTACLE, 20A, 125VAC, GFCI, 1492-REC20G

40 HOFFMAN LIGHT, LED24V15

41 METER TROUGH, MILBANK U2860-XL-5T9-OG

42 SERVICE PANEL, SQUARE D HOM816L 125PC

43 ANALOG SURGE PROTECTOR SPA1-X, PHOENIX CONTACT 2838186

44 CONTROL RELAY CR-X, PHOENIX CONTACT 2909524

45 DC FUSE TERMINAL & PLUG, PHOENIX CONTACT 0920083

46 DOUBLE LEVEL TERMINAL BLOCK, PHOENIX CONTACT 2791388. PROVIDE 10 SPARES.50 CONTROLWAVE DISPLAY W/ KEYPAD MOUNTED IN HOFFMAN LWC 201512 CABINET

PNEUMATIC CABINET BILL OF MATERIALS

ITEMNUMBER DESCRIPTION REQUIRED

4 3/4" METER VALVE LUBOSEAL, MUELLER LOCKWING 56165 PART # 11175B OR PARKER BALL VALVE (PROVIDED BYEVERSOURCE)

10 PARKER BLEED BLOCK -- V-570 SCT-P9

11A PRESSURE TRANSMITTER ROSEMOUNT -- (LIP): 2088G1S22A1, (IP): 2088G2S22A1, (HP):2088G3S22A1

11B PRESSURE TRANSMITTER ROSEMOUNT -- (LP): 2051CD1A02A1

12 MARLIN CONTROLS TRAFFIC CABINET (50H X 30W X 16.5D) TYPE M W/ 15" H RISER

13 BULKHEAD FITTINGS - MULTIPLE SIZES

14 CONCRETE FOUNDATION BASE (BY INSTALLING CONTRACTOR)

15 SWAGELOCK FITTING 3/8" TUBING X 3/4"

16 EFV (EXCESS FLOW VALVE)

17 GROUND CABLE TO GROUNDING ROD (BY INSTALLING CONTRACTOR)

20 GROUND BAR SQUARE D PK12GTA OR EQUIVALENT

21 3/8" STAINLESS TUBING

22 LOUVERS - VENTILATION TO MAINTAIN AIR CIRCULATION WITHIN CABINET23 VENT - 1-1/4" PIPE COATED - TERMINATED 18" ABOVE ENCLOSURE

24 CABINET RISER WITH FRONT HAND HOLE - 15" HIGH

26 BACK PANEL FOR MOUNTING ELECTRONICS

27 36" - 1/2" DIA. SERVICE RISER (PROVIDED BY EVERSOURCE)

28 CHART RECORDER, SEPARATE NEEDLES FOR INLET AND OUTLET (FUTURE WHEN USED ON REG VAULT) (PROVIDED BYEVERSOURCE)

29 CLASS 1 DIV 2 SEAL CROUSE - HIWAS 1/2" OR EQUAL

32 3/8" SWAGELOCK TEE

38 ROTORK JORDAN CONTROLLER ESCCMR24VDCM20L W/ VR OVERRIDE MODEL ESC-CMR-24VDC-M20L ELECTRONICSETPOINT CONTROL

47 3/4" GROUND JOINT INSULATING UNION, THREADED

48 DAIRYLAND SOLID-STATE DECOUPLER SSD-3/1-3.7-100R

49 3/4" PIPE GROUND CLAMP (FOR STEEL PIPE CONNECTION), 3/8" DAIRYLAND MTC-38 TUBING CLAMP KIT (FOR TUBINGCONNECTION)

G:\JOBS18\04\1800573\DWG\D-190-92-SET Rev 0 6-5-20.dwg, 7/10/2020 2:53:34 PM, DWG To PDF.pc3

07/31/20

Filed: D-190-92

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Date Dw/Ck/Ap


Approved by / Date


AVA / 03/05/20 EJT / 03/05/20

MPL / 03/05/20


TYPICAL EXTERIOR CABINET AND ELECTRICAL INSTALLATION DETAILSNOT TO SCALE

D-190-92-D2 0

0 ISSUED FOR CONSTRUCTION 05/15/20 AOO/EJT/MPL


07/31/20

– – – –

Filed: D-190-92

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Date Dw/Ck/Ap


Approved by / Date


AVA / 03/18/20 EJT / 03/18/20

MPL / 03/18/20


WIRING SCHEMATICNOT TO SCALE

D-190-92-E1 0

0 ISSUED FOR REVIEW 04/15/20 AOO/EJT/MPL


07/31/20

Filed: D-190-92

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Date Dw/Ck/Ap


Approved by / Date


AVA / 03/18/20 EJT / 03/18/20

MPL / 03/18/20


WIRING COLOR CODESNOT TO SCALE

D-190-92-E2 0

0 ISSUED FOR REVIEW 04/15/20 AOO/EJT/MPL


07/31/20

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