springfield city council letter chapin terrace

3/10/2021 Honorable Mayor and City Council City of Springfield City Hall Court Street Springfield, MA 01103 ATTN: Tasheena Davis, City Clerk PROJECT NAME: Chapin Terrace - Main Replacement Ladies & Gentlemen: Eversource of Massachusetts (EGMA) hereby requests that it be granted a location for and permission to install and replace underground gas facilities within a section of the Memorial Square Neighborhoods (as seen in the attached plan). Work will extend to the following streets in varying degrees/durations:

Street Name From To Chapin Street Chestnut St. Jardine St. Jardine St Chapin Terr. Lexington St. Lexington St. 66 Lexington St. 67 Lexington St. Narragansett St. Chapin Terr. 85 Chapin Terr. Marvin St. Pratt St. Chapin Terr.

This project will introduce modernized natural gas facilities to the area and retire the aged cast iron low pressure natural gas infrastructure. All proposed work by EGMA will include such laterals and service connections as it may now or subsequently find necessary. This project is being done in order to eliminate cast iron mains and poor pressures due to water in the main. Ryan Maheu Associate Engineer Eversource Energy 2025 Roosevelt Ave. Springfield, MA 01104 Cell: 413-355-0936 Email: [email protected]

Know what'sbelow.before you dig.Call

R

TITLE SHEETT-1

DESCRIPTIONDWG.

PROJECT INCLDUES INSTALLATION OF MP MAIN ALONG CHAPIN, MARVIN, & JARDINE. LP ALONG THOSE STREETS WILLALSO BE ABANDONED

SHEET INDEX

PROJECT DESCRIPTION

O-1 OVERVIEW SHEET

SCALE: N.T.S.

VICINITY MAPPROJECT INFORMATION

DRAWING TITLE:

TITLE SHEET

DRAWING NO:

T-1

PROJECT SUMMARY TABLE

PROPOSED GAS SERVICES

ESTIMATED GAS SERVICESTIE OVERSREPLACEMENTS METER OUTSTOTAL SERVICES

PROPOSED INSTALLATION PROPOSED ABANDONMENT

LENGTH (FT) SIZE (IN) TYPE LENGTH (FT) SIZE (IN) TYPE

1,150' 2" PHMP 1,586' 4" CILP1,295' 6" PHMP 297' 6" PHLP

287' 6" CILP

2,445' TOTAL INSTALLATION (FEET) 2,170' TOTAL ABANDONMENT (FEET)

JOB TYPE: MAIN REPLACEMENT (557/558)

INSTALLATION ORDER NUMBER

CHAPIN TERRACE - MAIN REPLACEMENT

20-0825559-00ABANDONMENT ORDER NUMBERPROJECT ID 20-69640

SITE NAME:

INST#

PROJECT ID#ABAN#

CHAPIN TERRSPRINGFIELD, HAMPDEN (013)

20-0825558-0020-0825559-00

20-69640

DESIGNED BY

NAME DATE PHONE #

DRAWN BYCHECKED BYAS-BUILT BY

RTM 02/08/21413-355-0936RTM 02/08/21413-355-0936JTF 02/19/21413-310-4264

PROPOSED

0

REVISIONS

REV. # DATE DESCRIPTION02/08/21 DRAWING CREATED

FIELD ENGINEER/TECHNICIAN:

CITY PERMITPERMITS:

CONSTRUCTION FLL:

MAP/GRID NUMBER:

COUNTY:

TAX DISTRICT/TOWNSHIP ID:

24 HR. EMERGENCY LINE:

TCC/LOA:

RTM

LANCE HEDGE, MARK BRONNER, DAVID BAYEUR

34

HAMPDEN (013)

0000244

8200 - SPRINGFIELD, MA

20-0825558-00

L-1 - L-6 MI LAYOUT PLANS

D-1 - D-3 CONSTRUCTION DETAILS

GENERAL NOTESGN-1

#

#

#

#

#

* - IF "YES," APPROVAL AND REASON ARE REQUIRED AND SHALL BE DOCUMENTED.NOTE: IF VALVE COULD NOT BE LOCATED, MAKE APPLICABLE COMMENT IN ABOVE TABLE.

VALVES PLANNED FOR ABANDONMENT

VALVENO.

FACILITYID LOCATION DESCRIPTION

ABANDONEDVALVE

INSERTED?

DISPOSITION

VALVE REMOVED (NOBOX; ABOVE GROUND

VALVE)VALVE, VALVE BOX &

LID REMOVED

VALVE REMAINS INPLACE; BOX & LID

REMOVED

VALVE REMAINS INPLACE; BOX FILLED W

CONCRETEYES* NO

N

SYSTEM NUMBERSYSTEM NAME

MINIMUM TEST PRESSURE (PSIG)

SYSTEM MOP (PSIG)

PROPOSED FACILITIES - SYSTEM MOP AND PRESSURE TEST DATA

SEGMENT MAOP (PSIG)

MAXIMUM TEST PRESSURE (PSIG)

80003048SPRINGFIELD 60 PSIG60 PSIG98 PSIG150 PSIG197 PSIG

1-800-525-8222

1/29/2020 - 22x34

I-1 - I-2 ISOMETRIC DETAILS

SYSTEM NUMBERSYSTEM NAME

MINIMUM TEST PRESSURE (PSIG)

SYSTEM MOP (PSIG)

PROPOSED FACILITIES - SYSTEM MOP AND PRESSURE TEST DATA

SEGMENT MAOP (PSIG)

MAXIMUM TEST PRESSURE (PSIG)

80003054SPRINGFIELD LP14 IN WC98 PSIG150 PSIG197 PSIG

FOR FITTINGS INSTALLED ON CAST IRON:SEGMENT MAOP: 25 PSIGMIN. TEST PRESSURE: 90 PSIGMAX TEST PRESSURE: 100 PSIG

21 23 44 20

General Notes

1. Deviation from NiSource CAD Standards is at discretion of reviewing Professional Engineer.

2. Refer to project documentation for the associated Environmental Compliance Plan (ECP) and any project-specific documentation.

3. The proposed gas facility locations shown are approximate and is subject to change.

4. Property lines, structures, street lines, etc. were compiled using the NiSource GIS and are to be considered approximate and notto scale.

5. Existing utilities, where shown, have been compiled from above ground evidence only and are to be considered approximate.NiSource does not guarantee the location of the underground utilities shown or that all existing utilities and/or subsurfacestructures are shown.

6. This project will adhere to all applicable federal, state or local permitting requirements for abandonment and installation of naturalgas pipelines. All Federal, State, and Local codes and standards will be adhered including, but not limited to, the following:

Code of Federal Regulations (CFR)49 CFR 192 Pipeline Safety Regulations29 CFR 1910 Occupational Safety and Health Administration (OSHA)

American Society of Mechanical Engineers (ASME)ASME B31.8 Gas Transmission and Distribution Piping Systems

All NiSource design codes and standards will be adhered to as applicable. These standards include but are not limited to the following(note state-specific designations where applicable):

GS 1100.010(IN, KY, MA, MD, OH, PA, VA) Locating Gas FacilitiesGS 1100.040(MA and VA only) Damage Prevention When Using Conventional Excavation TechnologiesGS 1100.050(IN, OH, VA) Damage Prevention - Using Trenchless TechnologyGS 1170.010(IN) Gas Control Room ManagementGS 1210.010(MA) Nondestructive Testing And Visual InspectionGS 1300.010 Fusion And Mechanical JoiningGS 1301.010 Plastic Pipe Fusion And Mechanical Joining Qualification Of PersonnelGS 1302.010(VA) Butt Fusion JoiningGS 1304.010 Electrofusion JoiningGS 1320.010 Mechanical Coupling ConnectionsGS 1323.010 Flange ConnectionsGS 1400.010 Corrosion Control - GeneralGS 1410.010(VA) Metallic Pipeline ExposuresGS 1420.035 Coating Repair Methods For Mill Applied CoatingsGS 1420.040 Coating Methods For Girth Welds, Fittings, Risers & Other Below Grade AppurtenancesGS 1420.410 Corrosion Control - Inspection Of Steel Pipe CoatingGS 1420.510 Installation Of Galvanic AnodesGS 1420.520 Installation Of Test StationsGS 1430.320 Ultrasonic Thickness GaugeGS 1500.010(MA, OH) Pressure TestingGS 1670.020(IN, KY, MA, MD) Odor Level MonitoringGS 1670.040 Pipeline Conditioning New PipelinesGS 1680.010 Tie-Ins And Tapping Pressurized PipelinesGS 1680.020 Plastic To Steel Transition ConnectionsGS 1680.040 Squeeze Off Procedure For Plastic PipeGS 1680.050 Squeeze Off Guidelines For Steel PipeGS 1690.010 PurgingGS 1708.020(IN, KY, MA, MD, PA) Leakage SurveysGS 1740.010(MA, OH, PA, VA) Abandonment Of FacilitiesGS 1740.012(MA, PA) Abandoning Facilities - Service Tee RemovalGS 1742.010(VA) Discontinuing Gas ServiceGS 1754.010(KY, OH) Operation And Maintenance Of Pressure GaugesGS 1770.010 Prevention Of Accidental IgnitionGS 1782.010(MA) Protecting Cast Iron PipelinesGS 2100.010 Design - GeneralGS 2810.050 Stakeholder Reviews of Design Capital ProjectsGS 3000.020(VA) Inspection Of MaterialsGS 3000.900 Work Site RestorationGS 3010.030 Bends And ElbowsGS 3010.050(IN, MA) Installation Of Pipe In A DitchGS 3010.060(IN) Installation Of Plastic PipeGS 3010.080(MA, OH, VA) Underground ClearanceGS 3010.090(IN, MA, PA, VA) Transmission Lines And Distribution Mains - CoverGS 3010.100(VA) Transmission Lines And Distribution Mains - Trenchless TechnologyGS 3010.102(VA) Directional BoringGS 3010.210(MA only) Use Of End Caps On Steel PipeGS 3020.030 Service Line Connections To Main PipingHSE 4440.020 Environmental Construction Standards

7. Prior to beginning any excavation on site, the person responsible for earth moving shall notify utility owners of their intent toexcavate and to have the exact locations of the utility lines marked by contacting the one call center in their state subject to anyapplicable state advance notification requirements.

8. Proposed or completed gas facility installation location references may be indicated by a combination of the following codes:

F - FRONT CLP - CENTER OF PAVEMENT D - DRIVEWAY EDGEBK - BACK CLR - CENTER OF RIGHT-OF-WAY EP - EDGE OF PAVEMENTL - LEFT CEL - CENTER OF EASTBOUND LANE ES - EDGE OF SIDEWALKR - RIGHT CWL - CENTER OF WESTBOUND LANE PL - PROPERTY LINEB - BUILDING EDGE CNL - CENTER OF NORTHBOUND LANECU - CURB CSL - CENTER OF SOUTHBOUND LANE

Environmental Notes

1. All NiSource construction activities must be completed in accordance with the Environmental Construction Standards (HSE4440.020) and the project Environmental Compliance Plan (ECP).

2. The project ECP and any site-specific erosion control drawings, must be provided to the contractor with the project drawings forreview and planning prior to the start of construction activities. This includes any tree clearing activities required prior to the start offacility construction activities.

3. The project ECP and any associated drawings must be reviewed with construction, the contractor, and an environmentalrepresentative prior to the start of construction activities.

4. These documents must remain on site for the duration of the construction project, and any project scope changes, with thepotential to impact the requirements of the ECP or environmental drawings, must be coordinated with an environmentalrepresentative prior to completion.

DRAWING LEGEND

Fire Hydrant

Drain Manhole

Sewer Manhole

Utility Pole

Telephone Manhole

Catch BasisElectric Manhole

Regulator Station

Gas Valve

Reducer

Meter

End CapTransition

Proposed Gas MainExisting Gas Main to Be Abandoned

Gas Service ReplacementGas Service Tie-over

Meter Move Out

R

M

R Single Customer Regulator

Meter with RegulatorTest Point (Station)

MR

MMO

Existing Gas Main

Proposed Gas Main Uprate

W Test Well

Critical Gas Valve

High Volume Tapping Tee

Electronic MarkerEM

T

R

TDE

S

TP

Flush-mounted Tracer Wire StationTWS

Post Pipeline Marker with Tracer Wire

Riser

Gas Main Marker without Tracer WireMM

Gas Main Symbology Gas Facility Symbology

Swing Tie Symbology

Pressure Control Fitting - ShortStopp Tee

E

TCU

WG

WB

Water Gate

Telephone Pedestal

Water Box

Electric Pedestal

Property Marker

Unknown ManholeTelevision Pedestal

Iron PinLight Pole

IP

Pressure Control Fitting - Spherical TeePressure Control Fitting - Mueller Bottom-outPressure Control Fitting - Mueller Side-outPressure Control Fitting - Mueller Flange TeePressure Control Fitting - ShortStoppPressure Control Fitting - Mueller Stopper

x"GVx"PV

x"HVTTx"SSTx"SPHx"MF-BOx"MF-SOx"MF-FTx"SSx"MF

Polytapp Side Saddle Fittingx"x x" POLYTAP

Cast Iron Gas MainCoated Steel Gas Main

Wrought Iron Gas MainBare Steel Gas Main

High Density Polyethylene Gas Main

Gas Main Tie-in Location

(E)(P)

ExistingProposed

Gas Main Abandonment Location

Medium Density Polyethylene Gas Main

Weld Location

CI*CS*

WI*BS*

PH*PM*

Low Pressure*LPIntermediate Pressure*IPMedium Pressure*MPHigh Pressure*HP

Bridge HangerAttached

Building HangerDirectional Bore

BHAT

BLGHDB

InsertedISOpen CutOCPneumatic BorePBPlowedPLRoof TopRT

Gas Main Material/Pressure Label References

Gas Main Installation Method Label References

MATERIAL CODES

PRESSURE CODES

MISCELLANEOUS CODESService*-SERRiser*-RTransmission Class(TC)

W1

T1

A1

GENERAL NOTES

DRAWING TITLE:

DRAWING NO:

GN-1

SITE NAME:

INST#

PROJECT ID#ABAN#

CAPIN TERR - MAIN REPLACEMENTSPRINGFIELD, HAMPDEN (013)

20-0825558-0020-0825559-00

20-69640

DESIGNED BY

NAME DATE PHONE #


RTM 02/08/21413-355-0936RTM 02/08/21413-355-0936JTF 02/19/21413-310-4264X X X

PROPOSED

0

REVISIONS


8/17/2020 - 22x34

(Gate - GV, Plug - PV, PE Ball - BP, ST Ball - BV)

4 CHAPIN TERR650656

7 CHAPIN TERR

4" CS

LP 1961

21454

8" ST (153')

24

3339

43 51 57 6369 75

83-85

3448 56 CHAPIN TERR 70-72 CHAPIN TERR 80

8490-92

249-251

253-255

735 CHESNUT ST

55 PRATT ST494535

116

111

99 CHAPIN TERR109-111

115-117

129

141

108104

9892

8882

7872

7177

8187

9197

66 JARDINE ST

67 JARDINE ST

113

119 LEXINGTON ST

133 LEXINGTON ST

137

4" CS LP(4.5'± DEPTH)

E

E

EE

E

E

E

E

E

E

E

E


E

257-259

759 CHESNUT ST

130 CHAPIN TERR

132

6" CILP

6" CSLP

T1

A5

OC~402'-6" PHMP

2" PHMP

4" CILP

4" CILP

4" CILP

4" CILP

6" CILP

2" EF COUPLING

2"x1.25" TAPPING TEE1.25" EF COUPLING~3'-1.25" PHMP PIPE1.25" SERVICE HEAD ADAPTER1.25" COMPLIANT VENT STACK ASSEMBLY1.25" LYCOFIT CAP

6"x0.5" TAPPING TEE0.5" EF COUPLING

~3'-0.5" PHMP PIPE0.5" LYCOFIT CAP

G

2"x0.5" TAPPING TEE0.5" EF COUPLING~3'-0.5" PHMP PIPE0.5" LYCOFIT CAP

G

2" PHMP

DRILLING AND VENTING EQUIPMENT4"x2" SERVI SEAL

2" S/H THREADED PLUG

DRILLING AND VENTING EQUIPMENT4"x2" SERVI SEAL2" S/H THREADED PLUG

6" CILP4" CILP

4" CILP4" CILP

0.25" THREADED GAUGE DIRECT TAPPED0.25" S/H PLUG

G

4" CILP

6"x1.25" TAPPING TEE1.25" EF COUPLING~3'-1.25" PHLP PIPE

1.25" SERVICE HEAD ADAPTER1.25" COMPLIANT VENT STACK ASSEMBLY

1.25" LYCOFIT CAP

6"x0.5" TAPPING TEE0.5" EF COUPLING~3'-0.5" PHLP PIPE0.5" LYCOFIT CAP

G

4" CSLP

6" CSLP4" CILP



G

DRILLING AND VENTING EQUIPMENT4"X2" SERVI-SEAL (OPTIONAL)2" S/H THREADED PLUG

6" PHMP


~3'-1.25" PHMP PIPE1.25" SERVICE HEAD ADAPTER

1.25" COMPLIANT VENT STACK ASSEMBLY1.25" LYCOFIT CAP

OC~1280'-6" PHMP

G




G


G

SQUEEZE OFF UNIT

6"x2" HVTT

6" CSLP


G


DRILLING, DOUBLE STOP, VENTING EQUIPMENT2" S/H THREADED PLUG (QTY 1 - 3)

4"X2" SERVI-SEAL (QTY 1 - 3)


G



12" CSIP

8" PHMPDRILLING AND VENTING EQUIPMENT

6"X2" SERVI-SEAL (OPTIONAL)2" S/H THREADED PLUG

8" PHMP

12" CSIP 6" PHMP

8" PHMP

4" PHMP

6" PHLP

6" PHLP

4" CILP

6"x0.5" TAPPING TEE0.5" EF COUPLING~3'-0.5" PHXP PIPE0.5" LYCOFIT CAP


A4

T2

A6

T3

A7

4" CILP

6" CILP

4" CILP

OC~1280'-6" PHMP

OC~365-2" PHMP

OC~183'-2" PHMP

OC~150'-2" PHMP

OC~1280'-6" PHMP

OC~50'-2" PHMP

OC~365-2" PHMP

6"x1.25" TAPPING TEE1.25" EF COUPLING~3'-1.25" PHLP PIPE1.25" SERVICE HEAD ADAPTER1.25" COMPLIANT VENT STACK ASSEMBLY1.25" LYCOFIT CAP

(1) 6" BP #22197

OC~402'-6" PHMP

(1) 6" PH FULL TEE

(1) 8" EF COUPLING(1) 8"x6" REDUCER

(1) 6" CI LINE CAP(1) 6" CS LINE CAP

6"x2" HVTT

6" PH END CAP

T3

(1) 6" PH END CAP

(1) 6" BP #22198

(2) 4" CI LINE CAPS

(1) 2" BP #22199

(1) 2" BP #22200(1) 2" BP #22201

(1) 2" BP #22202

2" PH END CAP

2" PH END CAP

(2) 2" FULL TEES


G

8" EF COUPLING



2" EF COUPLING


G



CHAPIN TERR

6" CI END CAP6" PH END CAP

CHAPIN TERRACE

NA

RR

AG

AN

SE

TT ST

JAR

DIN

E S

T

CHAPIN TERRACE

CHAPIN TERRACE

CHAPIN TERRACE

JAR

DIN

E S

T

JAR

DIN

E S

TJA

RD

INE

ST

LEXINGTON STLEXINGTON ST

PRATT ST

ME

DIC

AL C

EN

TER

DR

MA

RV

IN S

T

CHAPIN TERRACE

CH

ES

TNU

T ST

CH

ES

TNU

T ST

CALHOUN ST

JAR

DIN

E S

T

CHAPIN TERRACE

CH

ES

TNU

T ST

PRATT ST

MA

RV

IN S

T

MA

RV

IN S

T

HO

SPIT

AL S

ERVI

CE

ROAD

FIELD BEND

OC~365-2" PHMP

13'±

5'±

3'±

2" EF COUPLING

6" PHLP

6" PH END CAP

13'±2'±

6'±2'±

5'±

7'±2'±

5'±

5'±

8'±

CHAPIN TERR

11'±11'±

3'±

6'±

3'±

3'± 3'±3'±

7'±

3'±

3'±

(2) 6" 45° ELBOWS

5'±(2) 6" 45° ELBOWS(2) 6" 45° ELBOWS

6"x2" HVTT

6"x2" HVTT

5'±

FIELD BEND

2'±

(2) 6" 45° ELBOWS


2" FULL TEE

G

OC~150'-2" PHMP

6"x0.5" TAPPING TEE0.5" EF COUPLING~3'-0.5" PHMP PIPE0.5" LYCOFIT CAPOC~1280'-6" PHMP

OC~150'-2" PHMP

OC~183'-2" PHMP

4" CILP

4" CILP

OC~402'-6" PHMP6" CSLP

OVERVIEW SHEET

DRAWING TITLE:

DRAWING NO:

O-1

SITE NAME:

INST#

PROJECT ID#ABAN#


20-0825558-0020-0825559-00

20-69640

DESIGNED BY

NAME DATE PHONE #


RTM 02/08/21413-355-0936RTM 02/08/21413-355-0936JTF 02/19/21413-310-4264

PROPOSED

0

REVISIONS


1/29/2020 - 22x34


R

AutoCAD SHX Text

ABOVE-GROUND TRANSFORMER

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

HAND HOLE

4 CHAPIN TERR650656

7 CHAPIN TERR

4" CS

LP 1961

SS

S

S

24

3339

34

36" WATER MAIN

15" COMBINED STORM/SEWER MAIN

8" WATER MAINS

12" CO

MB

INE

D S

TOR

M/S

EW

ER

MA

IN

12" WA

TER

MA

IN

12" CO

MB

INE

D S

TOR

M/S

EW

ER

MA

IN

12" WA

TER

MA

IN

E

E

E

8" VCP5.5'± COVER

8" VCP3.5'± COVER

15" VCP2.5'± COVER

15" VCP3'± COVER

10" VCP3.5'± COVER

10" VCP2.5'± COVERINVERT ANGLEDDOWNWARD

12" VCP3'± COVER

LIP ABOVE INVERTPIPE CBD(04/2020)

15" VCP2.5'± COVER

E

E

20" WA

TER

MA

IN (D

EA

D)

4" CILP4" CILP

4" CILP

4" CSLP

6" CSLP4" CILP

6" PHMPA4

4" CILP12" VCP3'± COVER

OC~1280'-6" PHMP(1) 6" BP #22197(1) 6" PH END CAP

(2) 4" CI LINE CAPS

CH

ES

TNU

T ST

CH

ES

TNU

T ST

CALHOUN ST

CHAPIN TERRACE

CH

ES

TNU

T ST

6'±

3'±

3'± 3'±3'±

LAYOUT SHEET

Feet

0 20 40

N

DRAWING TITLE:

DRAWING NO:

L-1

SITE NAME:

INST#

PROJECT ID#ABAN#


20-0825558-0020-0825559-00

20-69640

DESIGNED BY

NAME DATE PHONE #


RTM 02/08/21413-355-0936RTM 02/08/21413-355-0936JTF 02/19/21413-310-4264

PROPOSED

0

REVISIONS


1/29/2020 - 22x34


R

MAT

CH

LIN

E - S

HEE

T L-

2M

ATC

HLI

NE

- SH

EET

L-2

L-3

L-2L-1

L-6

KEY PLAN

L-4

L-5

AutoCAD SHX Text

T

AutoCAD SHX Text

SL/BUS STOP

AutoCAD SHX Text

HAND HOLE

AutoCAD SHX Text

WMEC#62

AutoCAD SHX Text

ES#18-1

AutoCAD SHX Text

T

AutoCAD SHX Text

HAND HOLE

AutoCAD SHX Text

WMEC#38B-26

AutoCAD SHX Text

WMEC#B

AutoCAD SHX Text

WMEC#18-1

AutoCAD SHX Text

HAND HOLE

AutoCAD SHX Text

WMEC#2-4

MATERIAL INFORMATION -- (TO BE COMPLETED DURING CONSTRUCTION)

FITTING INSTALLATION DATAFITTING TYPE SIZE (IN) STORES ITEM NUMBER

(PO NUMBER IF NON-STOCK)MATERIAL

(MDPE, HDPE, STEEL) JOINT TYPE MANUFACTURER LOT NUMBER LOCATION 1 LOCATION 2 COMMENTS

PIPELINE INSTALLATION DATAPIPE SEGMENT SIZE (IN) MATERIAL

(MDPE, HDPE, STEEL)STORES ITEM NUMBER(PO NUMBER IF NON-STOCK) MANUFACTURER

PIPE DATAPLASTIC - SDR/STRAIGHT OR COIL

STEEL - WALL/GRADE/SEAM TYPE/COATINGLOCATION COMMENTS

CONTROLLABLE FITTINGS

NONCONTROLLABLE FITTINGS

FITTING TYPEBOTTOM OUT MUELLER FITTINGHIGH VOLUME TEESHORTSTOPPFULL ENCIRCLEMENT SHORTSTOPPFULL ENCIRCLEMENT SHORTSTOPP TEESIDE OUT MUELLER FITTINGSPHERICAL TEEMUELLER STOPPERSHORTSTOPP TEE

LABEL4" MF-BO4x2 HVTT4" SS4" SS-FE4" SST-FE4" MF-SO4" SPH4" MF-ST4" SST

FITTING TYPEBLOW-DOWNBLOW-OFFCHECK VALVECOUPLINGELLEND CAPLAUNCHER-RECEIVERPUMPKINREDUCERRELIEFSADDLETEETRANSITIONWELD INSULATORRISER

^ - "FITTING" TO BE REPRESENTED WITH DETAILED SKETCH OF FACILITY* - FITTING INDICATED BY CHANGE IN DIRECTION (ELBOW) OR

INTERSECTION OF FACILITIES (INLINE TEE, BRANCH SADDLE)

LABELBLOW-DOWNBLOW-OFF4" CHECK VALVE4" COUPLING4" 90° ELL/45° ELL4" DE CAPLAUNCHER-RECEIVERPUMPKIN4x2 REDUCERRELIEF8x4 BRANCH SADDLE4" INLINE TEE4" TRANSITION4" WELD INSULATOR4" PMMP-R/CSMP-R

SYMBOLN/A^N/A^

N/A*

N/A^

N/A^N/A*N/A*

SYMBOL

FITTING LEGEND

VALVE INSTALLATION DATA

VALVE TYPE SIZE (IN) STORES ITEM NUMBER(PO NUMBER IF NON-STOCK)

MATERIAL(MDPE, HDPE, STEEL) MANUFACTURER CLOCKWISE TO CLOSE? TURNS TO CLOSE PRESSURE RATING DEPTH TO NUT LOCATION 1 LOCATION 2 COMMENTS

Y or N

MATERIAL INFORMATION

DRAWING TITLE:

DRAWING NO:

L-1 MI

SITE NAME:

INST#

PROJECT ID#ABAN#


20-0825558-0020-0825559-00

20-69640

DESIGNED BY

NAME DATE PHONE #


RTM 02/08/21413-355-0936RTM 02/08/21413-355-0936JTF 02/19/21413-310-4264

PROPOSED

0

REVISIONS


1/29/2020 - 22x34


R

S SS

S

S

S

39

43 51 57 6369 75

83-85

48 56 CHAPIN TERR 70-72 CHAPIN TERR 80

8490-92

116


36" WATER MAIN

8" WATER MAIN


8" WATER MAIN


6" WA

TER

MA

IN

8" WA

TER

MA

IN

S

E

VENTED TOPOF FRAME

E


2" PHMP

6" CILP4" CILP OC~1280'-6" PHMP

6" CSLP

T2

6" CILP

OC~50'-2" PHMP

OC~402'-6" PHMP

(1) 6" PH FULL TEE

CHAPIN TERRACE

NA

RR

AG

AN

SE

TT ST

CHAPIN TERRACE

CHAPIN TERRACE

MA

RV

IN S

T

5'±

2" EF COUPLING

8'±

CHAPIN TERR

11'±11'±

3'±3'±

7'±

3'±

3'±

(2) 6" 45° ELBOWS6"x2" HVTT

(2) 6" 45° ELBOWS

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MATCHLINE - SHEET L-3 MATCHLINE - SHEET L-3

MAT

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L-1

MAT

CH

LIN

E - S

HEE

T L-

4M

ATC

HLI

NE

- SH

EET

L-4

L-3

L-2L-1

L-6

KEY PLAN

L-4

L-5

AutoCAD SHX Text


AutoCAD SHX Text

WMEC#318-23

AutoCAD SHX Text

WMEC#23M

AutoCAD SHX Text

WMEC#80

AutoCAD SHX Text

P#N/A

AutoCAD SHX Text

WMEC#1010-1

AutoCAD SHX Text

HAND HOLE

AutoCAD SHX Text

SL#22

AutoCAD SHX Text

WMEC#1103-10

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HAND HOLE

















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21454

8" ST (153')

S

S

S

S

S

S

S

249-251

253-255

735 CHESNUT ST

55 PRATT ST494535

18" SEWER MAIN

10" SE

WE

R M

AIN

6" WATER MAIN

6" WA

TER

MA

IN

S

SSE

12" VCP3'± COVER

12" VCP3'± COVER

E

E

E

S 15" SEWER MAIN

257-259

759 CHESNUT ST

6" CILP

6" CSLP

T1

A5

OC~402'-6" PHMP

12" CSIP

8" PHMP

8" PHMP

12" CSIP 6" PHMP

8" PHMP

4" PHMP

(1) 8" EF COUPLING(1) 8"x6" REDUCER

(1) 6" CI LINE CAP(1) 6" CS LINE CAP

PRATT ST

MA

RV

IN S

T

PRATT ST

MA

RV

IN S

T

HO

SPIT

AL S

ERVI

CE

ROAD

3'±

5'±(2) 6" 45° ELBOWS(2) 6" 45° ELBOWS

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L-3

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WMEC#2

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S

S

S

S

SS

S

111

99 CHAPIN TERR109-111

115-117

129

18" CO

MB

INE

D S

TOR

M/S

EW

ER

MA

IN

18" COMBINED STORM/SEWER MAIN (6'± COVER)

36" WATER MAIN8" WATER MAIN

S

E

LIP ABOVE INVERTPIPE CBD4' TO DEBRIS(04/2020)

FILLED WITH DEBRIS4' TO DEBRIS(04/2020)

18" VCP2.5'± COVER

8" VCP3'± COVER

8" VCP3.5'± COVER

8" VCP2.5'± COVER

6" VCP2.5'± COVER


8" WATER MAIN

36" WA

TER

MA

IN (5'±

CO

VE

R)

8" WA

TER

MA

IN

10" CO

MB

INE

D S

TOR

M/S

EW

ER

MA

IN (4'±

CO

VE

R)

8" WA

TER

MA

IN

E

130 CHAPIN TERR

132

6" CILP

6" PHLP

6" PHLP

4" CILP

A6

A7

OC~1280'-6" PHMP

OC~365-2" PHMP

6"x2" HVTT

6" PH END CAP

T3

(1) 6" BP #22198

(1) 2" BP #22199

CHAPIN TERR

6" CI END CAP6" PH END CAP

JAR

DIN

E S

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CHAPIN TERRACE

CHAPIN TERRACE

JAR

DIN

E S

T

ME

DIC

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EN

TER

DR

13'±

6" PHLP

6" PH END CAP

13'±2'±

6"x2" HVTT

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MAT

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L-2

L-3

L-2L-1

L-6

KEY PLAN

L-4

L-5


AutoCAD SHX Text

WMEC#318-22

AutoCAD SHX Text

65T/WMEC#833-11

AutoCAD SHX Text

25T/WMEC#21M-1

AutoCAD SHX Text

P#N/A

AutoCAD SHX Text

10T/WMEC#318-21

AutoCAD SHX Text

WMEC#21M

AutoCAD SHX Text

25T/WMEC#21M-1

















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S

S

111

141

108104

9892

8882

78

7781

8791

97S

10" CO

MB

INE

D S

TOR

M/S

EW

ER

MA

IN

8" WA

TER

MA

IN

10" CPP3'± COVER

8" PVC2.5'± COVER

4" CILP

4" CILP

OC~365-2" PHMP

JAR

DIN

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6'±2'±

2'±

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L-3

L-2L-1

L-6

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L-5

AutoCAD SHX Text

65T/WMEC#833-11

AutoCAD SHX Text

WMEC#9

AutoCAD SHX Text

WMEC#833-10

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P#8

















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SSS

72

71

66 JARDINE ST

67 JARDINE ST

113

119 LEXINGTON ST

133 LEXINGTON ST

137

S

S

S

15" CO

MB

INE

D S

TOR

M/S

EW

ER

MA

IN

8" WA

TER

MA

IN

18" COMBINED STORM/SEWER MAIN18" COMBINED STORM/SEWER MAIN

8" WATER MAIN

8" WATER MAIN

8" WA

TER

MA

IN

8" SE

WE

R M

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(5'± C

OV

ER

)

6" VCP2.5'± COVER

12" VCP3'± COVER

15" VCP2'± COVER

18" STO

RM

MA

IN (6' ±

CO

VE

R)

4" CILP

4" CILP

4" CILP

2" PHMP

T3

OC~183'-2" PHMP

OC~150'-2" PHMP

(1) 2" BP #22200(1) 2" BP #22201

(1) 2" BP #22202

2" PH END CAP

2" PH END CAP

(2) 2" FULL TEES

JAR

DIN

E S

T


JAR

DIN

E S

T

FIELD BEND

OC~365-2" PHMP

5'±

7'±2'±

5'±

5'±

5'±

FIELD BEND

2" FULL TEE

OC~150'-2" PHMP

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L-3

L-2L-1

L-6

KEY PLAN

L-4

L-5

AutoCAD SHX Text

WMEC#833-7

AutoCAD SHX Text

40T/930B-10

AutoCAD SHX Text

WMEC#930B-4-1

















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253-255

55 PRATT ST


G



GDRILLING, DOUBLE STOP, VENTING EQUIPMENT

2" S/H THREADED PLUG (QTY 1 - 3)6"X2" SERVI-SEAL (QTY 1 - 3)

12" CSIP

8" PHMPDRILLING AND VENTING EQUIPMENT

6"X2" SERVI-SEAL (OPTIONAL)2" S/H THREADED PLUG

8" PHMP

12" CSIP 6" PHMP

8" PHMP


G

8" EF COUPLING



PRATT ST

MA

RV

IN S

T

OC~402'-6" PHMP6" CSLP

119 LEXINGTON ST



G


SQUEEZE OFF UNIT

2" EF COUPLING


JAR

DIN

E S

T


G

DRILLING AND VENTING EQUIPMENT4"X2" SERVI-SEAL (OPTIONAL)2" S/H THREADED PLUG


~3'-1.25" PHMP PIPE1.25" SERVICE HEAD ADAPTER

1.25" COMPLIANT VENT STACK ASSEMBLY1.25" LYCOFIT CAP




G



CH

ES

TNU

T ST

2" EF COUPLING




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G

NA

RR

AG

AN

SE

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CHAPIN TERRACE 6"x2" HVTT

CONSTRUCTION DETAILS

CONSTRUCTIONDETAILS

DRAWING TITLE:

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T1 T2

T3 A4

A5 A6

T1

A6

115-117

130 CHAPIN TERR

6"x1.25" TAPPING TEE1.25" EF COUPLING~3'-1.25" PHLP PIPE

1.25" SERVICE HEAD ADAPTER1.25" COMPLIANT VENT STACK ASSEMBLY

1.25" LYCOFIT CAP


G

G

G


G

6"x2" HVTT

6"x0.5" TAPPING TEE0.5" EF COUPLING~3'-0.5" PHXP PIPE0.5" LYCOFIT CAP



CHAPIN TERR


G

6"x0.5" TAPPING TEE0.5" EF COUPLING~3'-0.5" PHMP PIPE0.5" LYCOFIT CAPOC~1280'-6" PHMP

DRILLING AND VENTING EQUIPMENT4"x2" SERVI SEAL

2" S/H THREADED PLUG


1.25" COMPLIANT VENT STACK ASSEMBLY

LEXINGTON ST

OC~150'-2" PHMP

4" CILP

66 JARDINE ST

DRILLING AND VENTING EQUIPMENT4"x2" SERVI SEAL2" S/H THREADED PLUG


LEXINGTON ST

OC~183'-2" PHMP

4" CILP


CONSTRUCTIONDETAILS

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A6 A7

T1

T3

T3 A7

A7


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springfield city council letter chapin terrace

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