Plans.pdf

PDF 8 MB Posted Feb 26, 2026

Attached to: Water Main Interconnection
Solicitation number: 2026-17
Issued by: Hartford County, Connecticut

About this file

Written by GovTribe AI · Apr 20, 2026

This is a design plan document prepared by Haley Ward Engineering for the Berlin Water Control Commission in Berlin, Connecticut, detailing a proposed water main interconnection project between Berlin and Meriden along Berlin Turnpike and Old Colony Road. The project involves the installation of approximately 2,300 linear feet of new 12-inch ductile iron water main and a pressure reducing/meter vault to interconnect the water systems of the two municipalities. The plans include location maps at a scale of 1"=500', detailed plan and profile drawings at 1"=20' scale, and comprehensive utility mapping showing existing infrastructure including gas mains, electric lines, sanitary sewer, storm drainage, and telecommunications facilities. The survey was conducted by Haley Ward Inc. in June 2024 using GPS RTK equipment and conforms to Class T-2 accuracy standards with NAD 83 horizontal datum and NAVD 88 vertical datum. A pre-bid conference is scheduled for 10:00 a.m. on March 31, 2026, at the Town Hall, Town Council Chambers, 240 Kensington Road, Berlin, Connecticut 06037; attendance is encouraged but not mandatory. The project contract number is 4010107.001, and the plans were issued as a bid set on August 14, 2025, with revisions made per Connecticut Department of Transportation comments.

The design incorporates sediment and erosion control measures, including compost filter tubes and specific provisions for protecting existing infrastructure during construction. The plans reference Connecticut Department of Transportation Specification Form 819 and require compliance with the Department's Utility Accommodation Manual, which mandates a minimum 12-inch vertical clearance between facilities. Multiple property owners and utility providers are identified along the project corridor, and the design notes emphasize that all underground utility locations must be field-verified prior to construction through the "Call Before You Dig" process (1-800-922-4455). The project includes provisions for air relief valves at specified locations and detailed thrust restraint and paving details on supplemental sheets. Construction must protect existing drainage infrastructure and restore grading to existing conditions upon completion.

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Other files

File	Type	Posted
Water_Main_Interconnection_(Addendum_#2_Revision).pdf	PDF	Mar 26, 2026
Water_Main_Interconnection_(Addendum_#2_Revision).pdf	PDF	Mar 26, 2026
Water_Main_Interconnection_(Addendum_#1_Revision).pdf	PDF	Mar 3, 2026
Legal_Notice_.pdf	PDF	Feb 26, 2026
Legal_Notice_.pdf	PDF	Feb 26, 2026
Legal_Notice_.pdf	PDF	Feb 26, 2026
Plans.pdf	PDF	Feb 26, 2026
Project_Manual.pdf	PDF	Feb 26, 2026
Tech_Specifications.pdf	PDF	Feb 26, 2026
Plans.pdf	PDF	Feb 26, 2026
Tech_Specifications.pdf	PDF	Feb 26, 2026
Tech_Specifications.pdf	PDF	Feb 26, 2026
Project_Manual.pdf	PDF	Feb 26, 2026
Project_Manual.pdf	PDF	Feb 26, 2026
Federal_Contract_Amendment_Term_Sheet.pdf	PDF	Feb 26, 2026
Federal_Contract_Amendment_Term_Sheet.pdf	PDF	Feb 26, 2026
Supplemental_General_Conditions.pdf	PDF	Feb 26, 2026
Federal_Uniform_Guidance_Procurement_Provisions.pdf	PDF	Feb 26, 2026
Supplemental_General_Conditions.pdf	PDF	Feb 26, 2026
Supplemental_General_Conditions.pdf	PDF	Feb 26, 2026
Federal_Uniform_Guidance_Procurement_Provisions.pdf	PDF	Feb 26, 2026
Federal_Contract_Amendment_Term_Sheet.pdf	PDF	Feb 26, 2026
Federal_Uniform_Guidance_Procurement_Provisions.pdf	PDF	Feb 26, 2026

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LOCATION PLAN

SCALE 1"=500'

HALEY WARD

ENGINEERING ENVIRONMENTAL SURVEYING

WWW.HALEYWARD.COM

2210 Main St.

Glastonbury, Connecticut 06033 860.659.3100

140 Willow St. #8Winsted, Connecticut 06098860.909.103115 Mid State Drive, Suite 206Auburn, Massachusetts 01501508.721.7600

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WATER MAIN INTERCONNECTION

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PROJECT LOCATION

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ROW LINE

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PROPERTY LINE

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CONTOUR LINE

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EDGE OF PAVEMENT

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BITUMINOUS CURBING

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CATCH BASIN TYPE "C"

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CATCH BASIN TYPE "CL"

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STORM DRAINAGE PIPE

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STORM DRAINAGE MANHOLE

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SANITARY SEWER LINE

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SANITARY SEWER MANHOLE

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SANITARY SEWER LATERAL

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WATER MAIN

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WATER MAIN SERVICE LINE

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HYDRANT

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WATER GATE

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WATER CURB STOP

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GAS MAIN

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GAS GATE

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UTILITY POLE

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UP WITH OVERHEAD LIGHT

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TREE LINE

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MAILBOX

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SIGN

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CL&P #561

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12"GM

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FEBRUARY 25, 2026

AutoCAD SHX Text LIST OF DRAWINGS NUMBER TITLE TITLE TITLE COVER COVER W1 PROPOSED WATER MAIN PROPOSED WATER MAIN W2 PROPOSED WATER MAIN PROPOSED WATER MAIN W3 PROPOSED WATER MAIN PROPOSED WATER MAIN W4 PROPOSED WATER MAIN PROPOSED WATER MAIN W5 PROPOSED WATER MAIN PROPOSED WATER MAIN M1 METER VAULT METER VAULT WD1 WATER DETAILS WATER DETAILS WD2 THRUST RESTRAINT DETAILS THRUST RESTRAINT DETAILS PD1 PAVING DETAILS PAVING DETAILS SE1 SEDIMENT & EROSION CONTROL NARRATIVE SEDIMENT & EROSION CONTROL NARRATIVE SE2 SEDIMENT & EROSION CONTROL DETAILSSEDIMENT & EROSION CONTROL DETAILS

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BERLIN WATER CONTROL COMMISSION BERLIN, CONNECTICUT

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PREPARED FOR

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METAL BEAM GUARD RAIL

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OVERHEAD WIRES

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UNDERGROUND ELECTRIC

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UNDERGROUND TELE/COM

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UNDERGROUND TRAFFIC CONTROL WIRES

CALL BEFORE YOU DIG

SURVEY NOTES

N/F

MARK R. MERLISS

1777 NO COLONY RD

MERIDEN, CT.

N/F

BEEBE & WATERSCHOOT

56 NORTH COLONY RD

BERLIN, CT.

PARCEL 27-3-120-63

N/F

IACOBUCCI

60 NORTH COLONY RD

BERLIN, CT.

PARCEL 27-3-120-64A

N/F

BREAKFIELD

78 NORTH COLONY RD

BERLIN, CT.

PARCEL 27-3-120-64B

M/L: 0416-0153-001D-0000

N/F

GANNETT OUTDOOR CO OF CT.

2182 NO. BROAD ST

MERIDEN, CT.

M/L: 0416-0153-001C-0000

N/F

UNITED ADVERTISING

0 BERLIN TNPK

BERLIN, CT.

PARCEL 27-3-120A-1 N/F

Town of Berlin

TOWN OF BERLIN

CITY OF MERIDEN

TOWN OF BERLIN

CITY OF MERIDEN

N/F

Town of Berlin

HALEY WARD

ENGINEERING ENVIRONMENTAL SURVEYING

WWW.HALEYWARD.COM

2210 Main St.

Glastonbury, Connecticut 06033 860.659.3100

PROJECT

TITLE

DATE SCALE

DRAWN BY DESIGNED BY CHECKED BY

PROJECT No.

DRAWING No. REV.

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CONTRACT No.

BERLIN WATER CONTROL COMMISSION

BERLIN - MERIDEN

WATER MAIN INTERCONNECTION

BERLIN TURNPIKE - OLD COLONY ROAD

PLAN & PROFILE

2026.02.25 1" = 20'

KLD JED JEE

4010107.001

W1 C.O.A. No.

ATC

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PARCEL 27-3-120-64

N/F

WATERSCHOOT

58 NORTH COLONY RD

BERLIN, CT.

NORTH COLONY ROAD

DESCRIPTION BY CHK.DATE

DRAWING ISSUE STATUS

REV.

BID SET

2025.08.14 REVISED PER DOT COMMENTS JED JEE

SCALE: 1" = 20'

0 50 100

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REFERENCE MAPS:

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1. CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN OF BERLIN BERLIN TURNPIKE FROM MERIDEN TOWN LINE NORTHERLY TO WORTHINGTON RIDGE ROAD SCALE 1"=40' DATE: APRIL 26, 1960 REV. JUNE 16, 1966 NO. 7-09 SHEET 1 OF 3 2. WATER CONTROL COMMISSION TOWN OF BERLIN, CONNECTICUT WATER CONTROL COMMISSION TOWN OF BERLIN, CONNECTICUT BELCHER BROOK INTERCEPTOR SEWER - SOUTH WILBUR CROSS PARKWAY SCALE 1"=40' HORIZ 1"=4' VERT DATE: JUNE 1977 SHEETS 2-4, 2-5 CAHN ENGINEERS, INC. RECORD DRAWING SEPT 1980 3. CITY OF MERIDEN ENGINEERING DEPARTMENT WATER DIVISION CITY OF MERIDEN ENGINEERING DEPARTMENT WATER DIVISION NORTH COLONY ROAD FROM ZYGMONT PROPERTY NORTHERLY TO BERLIN TOWN LINE 1958 REV. 8/13/2018 SCALE 1"=50' MAP#265

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1. THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1 THROUGH 20-300b-20, AS REVISED AND ADOPTED ON OCTOBER 26, 2018. 2. THIS SURVEY IS A TOPOGRAPHIC SURVEY INTENDED TO BE USED AS THE BASIS THIS SURVEY IS A TOPOGRAPHIC SURVEY INTENDED TO BE USED AS THE BASIS FOR A WATER MAIN DESIGN AND LAYOUT. 3. FIELD SURVEY WAS PERFORMED BY HALEY WARD INC. IN JUNE 2024, UTILIZING FIELD SURVEY WAS PERFORMED BY HALEY WARD INC. IN JUNE 2024, UTILIZING GPS RTK EQUIPMENT. 4. HORIZONTAL DATUM IS NAD 83. VERTICAL DATUM IS NAVD 88. HORIZONTAL DATUM IS NAD 83. VERTICAL DATUM IS NAVD 88. 5. THIS SURVEY CONFORMS TO CLASS T-2 ACCURACY. THIS SURVEY CONFORMS TO CLASS T-2 ACCURACY. 6. PROPERTY LINES ARE COMPILED FROM ASSESSORS RECORDS AND DO NOT PROPERTY LINES ARE COMPILED FROM ASSESSORS RECORDS AND DO NOT PRESENT A SURVEYOR'S OPINION. 7. UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED AND UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED AND NOTED HEREON HAVE BEEN COMPILED, IN PART, FROM RECORD MAPPING SUPPLIED BY THE RESPECTIVE UTILITY COMPANIES OR GOVERNMENT AGENCIES, THESE LOCATIONS MUST BE CONSIDERED AS APPROXIMATE IN NATURE. THE SIZE, LOCATION AND EXISTENCE OF ALL SUCH FEATURES MUST BE FIELD DETERMINED AND VERIFIED BY THE APPROPRIATE AUTHORITIES PRIOR TO CONSTRUCTION. CALL BEFORE YOU DIG 1-800-922-4455. 1-800-922-4455.

AutoCAD SHX Text UNDERGROUND UTILITY OWNERS WITHIN THE PROJECT AREA INCLUDE: AMERICAN TELEPHONE & TELEGRAPH COMPANY CITY OF MERIDEN COMCAST CONNECTICUT DEPARTMENT OF TRANSPORTATION (TRAFFIC SIGNALS) CONNECTICUT NATURAL GAS CORP COX COMMUNICATIONS EVERSOURCE ELECTRIC EVERSOURCE GAS FRONTIER COMMUNICATIONS STATE OF CT. DEPT OF TRANSPORTATION (ITS) TOWN OF BERLIN

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EVERSOURCE 1955

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SNET 843

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SNET 4548

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EXIST 12" WATER MAIN LOCATION FROM RECORD MAPPING

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PROVIDE VERTICAL OFFSETS AS NEEDED TO CROSS UTILITY LINES

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PROVIDE VERTICAL OFFSETS AS NEEDED TO CROSS UTILITY LINES

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NOTES : 1. UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED AND UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED AND NOTED HEREON HAVE BEEN COMPILED, IN PART, FROM RECORD MAPPING SUPPLIED BY THE RESPECTIVE UTILITY COMPANIES OR GOVERNMENT AGENCIES, THESE LOCATIONS MUST BE CONSIDERED AS APPROXIMATE IN NATURE. THE SIZE, LOCATION AND EXISTENCE OF ALL SUCH FEATURES MUST BE FIELD DETERMINED AND VERIFIED BY THE APPROPRIATE AUTHORITIES PRIOR TO CONSTRUCTION. CALL BEFORE YOU DIG 1-800-922-4455. 2. PER SECTION 6.2 OF THE DEPARTMENT'S UTILITY ACCOMMODATION MANUAL PER SECTION 6.2 OF THE DEPARTMENT'S UTILITY ACCOMMODATION MANUAL (UAM), A MINIMUM VERTICAL CLEARANCE OF 12" SHALL BE MAINTAINED BETWEEN FACILITIES. CATCH BASIN AND DRAINAGE PIPE FILLED WITH SEDIMENT DURING CONSTRUCTION MUST BE REPAIRED USING "CLASS "F" CONCRETE PIPE CONNECTION" DETAIL FOUND ON THE DEPARTMENTS STANDARD SHEET HW-651-01 AS DIRECTED AND APPROVED BY THE PERMIT INSPECTOR. REPAIR MUST BE PERFORMED UTILIZING SOLID SECTION OF EXISTING PIPE. WHERE THIS CANNOT BE ACHIEVED, FULL METAL PIPE REPLACEMENT MAY BE REQUIRED. 3. ALL CONSTRUCTION MATERIALS AND METHODS IN THE STATE R.O.W. SHALL ALL CONSTRUCTION MATERIALS AND METHODS IN THE STATE R.O.W. SHALL CONFORM TO THE DEPARTMENT'S SPECIFICATION FORM 819.

N/F

SILVER LAKE CONDOMINIUMS

1-18 CANOE BIRCH CT

BERLIN, CT.

PARCEL 27-3-120-59A

N/F

ALAM

44 NORTH COLONY RD

BERLIN, CT.

PARCEL 27-3-120-62

N/F

BEEBE & WATERSCHOOT

56 NORTH COLONY RD

BERLIN, CT.

PARCEL 27-3-120-63

N/F Town of Berlin

U.S.

BERLIN TURNPIKE

N/F Town of Berlin

HALEY WARD

ENGINEERING ENVIRONMENTAL SURVEYING

WWW.HALEYWARD.COM

2210 Main St.

Glastonbury, Connecticut 06033 860.659.3100

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CONTRACT No.

BERLIN WATER CONTROL COMMISSION

BERLIN - MERIDEN

WATER MAIN INTERCONNECTION

BERLIN TURNPIKE - OLD COLONY ROAD

PLAN & PROFILE

2026.02.25 1"=20'

KLD JED JEE

4010107.001

W2 C.O.A. No.

ATC

LIN

EET W

ATC

LIN

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BERLIN TURNPIKE

NORTH COLONY ROAD

U.S. RT. #5 & CT. RT. #15

N/F

MAGRATH

22 NORTH COLONY RD

BERLIN, CT.

PARCEL 27-3-120-60

DESCRIPTION BY CHK.DATE

DRAWING ISSUE STATUS

REV.

BID SET

2025.08.14 REVISED PER DOT COMMENTS JED JEE

SCALE: 1" = 20'

0 50 100

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EDGEWATER TOWNHOMES LLC

1-6 EDGEWATER CIRCLE

BERLIN, CT.

PARCEL 27-3-120-58

N/F

VET REAL ESTATE II LLC

2762 BERLIN TNPK

BERLIN, CT.

PARCEL 27-3-120-59

N/F

SILVER LAKE CONDOMINIUMS

1-18 CANOE BIRCH CT

BERLIN, CT.

PARCEL 27-3-120-59A

U.S. RT. #5 & CT. RT. #15 U.S.BERLIN TURNPIKE

HALEY WARD

ENGINEERING ENVIRONMENTAL SURVEYING

WWW.HALEYWARD.COM

2210 Main St.

Glastonbury, Connecticut 06033 860.659.3100

PROJECT

TITLE

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DRAWN BY DESIGNED BY CHECKED BY

PROJECT No.

DRAWING No. REV.

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CONTRACT No.

BERLIN WATER CONTROL COMMISSION

BERLIN - MERIDEN

WATER MAIN INTERCONNECTION

BERLIN TURNPIKE - OLD COLONY ROAD

PLAN & PROFILE

2026.02.25 1"=20'

KLD JED JEE

4010107.001

W3 C.O.A. No.

C H

N/F

VET REAL ESTATE II LLC

2762 BERLIN TNPK

BERLIN, CT.

PARCEL 27-3-120-59

DESCRIPTION BY CHK.DATE

DRAWING ISSUE STATUS

REV.

BID SET

2025.08.14 REVISED PER DOT COMMENTS JED JEE

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AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text

INSTALL AIR RELIEF VALVE

AutoCAD SHX Text

INSTALL AIR RELIEF VALVE

AutoCAD SHX Text Current End of Water Main

AutoCAD SHX Text

PROPOSED 12" WATER MAIN

AutoCAD SHX Text

BORING B5

AutoCAD SHX Text

BORING B6

AutoCAD SHX Text

BORING B7

AutoCAD SHX Text

COMPOST FILTER TUBE (TYPICAL)

AutoCAD SHX Text

COMPOST FILTER TUBE (TYPICAL)

AutoCAD SHX Text

PROPOSED 12" WATER MAIN

AutoCAD SHX Text

PROPOSED 12" WATER MAIN

AutoCAD SHX Text PROTECT HEADWALL DURING CONSTRUCTION, RESTORE GRADING OF OUTFALL SWALE TO EXISTING GRADES AFTER CONSTRUCTION IS COMPLETE

NOTES : 1. UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED AND NOTED HEREON HAVE BEEN COMPILED, IN PART, FROM RECORD MAPPING SUPPLIED BY THE RESPECTIVE UTILITY COMPANIES OR GOVERNMENT AGENCIES, THESE LOCATIONS MUST BE CONSIDERED AS APPROXIMATE IN NATURE. THE SIZE, LOCATION AND EXISTENCE OF ALL SUCH FEATURES MUST BE FIELD DETERMINED AND VERIFIED BY THE APPROPRIATE AUTHORITIES PRIOR TO CONSTRUCTION. CALL BEFORE YOU DIG 1-800-922-4455. 2. PER SECTION 6.2 OF THE DEPARTMENT'S UTILITY ACCOMMODATION PER SECTION 6.2 OF THE DEPARTMENT'S UTILITY ACCOMMODATION MANUAL (UAM), A MINIMUM VERTICAL CLEARANCE OF 12" SHALL BE MAINTAINED BETWEEN FACILITIES. CATCH BASIN AND DRAINAGE PIPE FILLED WITH SEDIMENT DURING CONSTRUCTION MUST BE REPAIRED USING "CLASS "F" CONCRETE PIPE CONNECTION" DETAIL FOUND ON THE DEPARTMENTS STANDARD SHEET HW-651-01 AS DIRECTED AND APPROVED BY THE PERMIT INSPECTOR. REPAIR MUST BE PERFORMED UTILIZING SOLID SECTION OF EXISTING PIPE. WHERE THIS CANNOT BE ACHIEVED, FULL METAL PIPE REPLACEMENT MAY BE REQUIRED. 3. ALL CONSTRUCTION MATERIALS AND METHODS IN THE STATE R.O.W. ALL CONSTRUCTION MATERIALS AND METHODS IN THE STATE R.O.W. SHALL CONFORM TO THE DEPARTMENT'S SPECIFICATION FORM 819.

LAKEVIEW AUTO INC.

2684 BERLIN TNPK

BERLIN, CT.

PARCEL 27-3-120-55

N/F

SELINAS FAMILY LLC

2700 BERLIN TNPK

BERLIN, CT.

PARCEL 27-3-120-56

N/F

EDGEWATER TOWNHOMES LLC

1-6 EDGEWATER CIRCLE

BERLIN, CT.

PARCEL 27-3-120-58

U.S. RT. #5 & CT. RT. #15

BERLIN TURNPIKE

HALEY WARD

ENGINEERING ENVIRONMENTAL SURVEYING

WWW.HALEYWARD.COM

2210 Main St.

Glastonbury, Connecticut 06033 860.659.3100

PROJECT

TITLE

DATE SCALE

DRAWN BY DESIGNED BY CHECKED BY

PROJECT No.

DRAWING No. REV.

L O

: P :\C

- B

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CONTRACT No.

BERLIN WATER CONTROL COMMISSION

BERLIN - MERIDEN

WATER MAIN INTERCONNECTION

BERLIN TURNPIKE - OLD COLONY ROAD

PLAN & PROFILE

2026.02.25 1"=20'

KLD JED JEE

4010107.001

W4 C.O.A. No.

ATC

LIN

EET W

DESCRIPTION BY CHK.DATE

DRAWING ISSUE STATUS

REV.

BID SET

2025.08.14 REVISED PER DOT COMMENTS JED JEE

C H

SCALE: 1" = 20'

0 50 100

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

NAD 83

AutoCAD SHX Text 12" Steel Gas Main

AutoCAD SHX Text

CL&P 52536

AutoCAD SHX Text

CL&P 52537

AutoCAD SHX Text

CL&P 52538

AutoCAD SHX Text

CL&P 52539

AutoCAD SHX Text Bit Pavement

AutoCAD SHX Text MBR Guardrail

AutoCAD SHX Text Bit Curb

AutoCAD SHX Text Bit Pavement

AutoCAD SHX Text Bit Curb

AutoCAD SHX Text Conc

AutoCAD SHX Text Porch

AutoCAD SHX Text MBR Guardrail

AutoCAD SHX Text Grass

AutoCAD SHX Text

STATE HIGHWAY LINE

AutoCAD SHX Text

STATE HIGHWAY LINE

AutoCAD SHX Text SMH TF=182.82 Inv=175.7 in W Inv=175.5 in S Inv=170.0 out N

AutoCAD SHX Text MBR Guard Rail

AutoCAD SHX Text Grass

AutoCAD SHX Text Landscaped Area

AutoCAD SHX Text Sign

AutoCAD SHX Text Irrigation Control

AutoCAD SHX Text Bit Curb

AutoCAD SHX Text Bit Drive

AutoCAD SHX Text Bit Curb

AutoCAD SHX Text Bit Drive

AutoCAD SHX Text Sign

AutoCAD SHX Text S

AutoCAD SHX Text Grass

AutoCAD SHX Text Elec

AutoCAD SHX Text Bit Curb

AutoCAD SHX Text Grass

AutoCAD SHX Text Bit Drive

AutoCAD SHX Text Landscape

AutoCAD SHX Text Grass

AutoCAD SHX Text

8"PVC SS->

AutoCAD SHX Text

8"PVC SS->

AutoCAD SHX Text

8"PVC SS->

AutoCAD SHX Text

8"PVC SS->

AutoCAD SHX Text 12" Steel Gas Main

AutoCAD SHX Text B7

AutoCAD SHX Text B8

AutoCAD SHX Text B9

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text Begin mark out for AT&T UG, continuing south from this point

AutoCAD SHX Text

PROPOSED 12" WATER MAIN

AutoCAD SHX Text

BORING B8

AutoCAD SHX Text

BORING B9

AutoCAD SHX Text

COMPOST FILTER TUBE (TYPICAL)

AutoCAD SHX Text

COMPOST FILTER TUBE (TYPICAL)

AutoCAD SHX Text

PROPOSED 12" WATER MAIN

AutoCAD SHX Text

PROPOSED 12" WATER MAIN

W O

N/F

ISO MANAGEMENT LLC

0 BERLIN TNPK

BERLIN, CT.

PARCEL 27-1-120-11

N/F

ZYPCE

7 LAKE DRIVE

BERLIN, CT.

PARCEL 27-3-120-54

N/F

PILECKI

21 LAKE DRIVE

BERLIN, CT.

PARCEL 27-3-120-54B

N/F

WEERDEN

13 LAKE DRIVE

BERLIN, CT.

PARCEL 27-3-120-54A

N/F

PILECKI

27 LAKE DRIVE

BERLIN, CT.

PARCEL 27-3-120-54C

N/F

LAKEVIEW AUTO INC.

2684 BERLIN TNPK

BERLIN, CT.

PARCEL 27-3-120-55

U.S. RT. #5 & CT. RT. #15

BERLIN TURNPIKE

HALEY WARD

ENGINEERING ENVIRONMENTAL SURVEYING

WWW.HALEYWARD.COM

2210 Main St.

Glastonbury, Connecticut 06033 860.659.3100

PROJECT

TITLE

DATE SCALE

DRAWN BY DESIGNED BY CHECKED BY

PROJECT No.

DRAWING No. REV.

L O

: P :\C

- B

N W

C O

O L

C O

M M

O N

T O

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O N

N \0

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\W M

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G , 2

5, :4

CONTRACT No.

BERLIN WATER CONTROL COMMISSION

BERLIN - MERIDEN

WATER MAIN INTERCONNECTION

BERLIN TURNPIKE - OLD COLONY ROAD

PLAN & PROFILE

2026.02.25 1"=20'

KLD JED JEE

4010107.001

W5 C.O.A. No.

DESCRIPTION BY CHK.DATE

DRAWING ISSUE STATUS

REV.

BID SET

2025.08.14 REVISED PER DOT COMMENTS JED JEE

ATC

LIN

EET W

SCALE: 1" = 20'

0 50 100

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

NAD 83

AutoCAD SHX Text

NAD 83

AutoCAD SHX Text 1" Gas Service Pipe

AutoCAD SHX Text 12" Steel Gas Main

AutoCAD SHX Text 2" Plastic Gas Main

AutoCAD SHX Text 12" Steel Gas Main

AutoCAD SHX Text

CL&P 57412

AutoCAD SHX Text

CL&P 52531

AutoCAD SHX Text

CL&P 52536

AutoCAD SHX Text

CL&P 52535

AutoCAD SHX Text Bit Curb

AutoCAD SHX Text Boulders

AutoCAD SHX Text Gravel Drive

AutoCAD SHX Text Bit Pave

AutoCAD SHX Text Grass

AutoCAD SHX Text Edge Pave

AutoCAD SHX Text Brushline

AutoCAD SHX Text Treeline

AutoCAD SHX Text Bit Curb

AutoCAD SHX Text Bit Pavement

AutoCAD SHX Text Stop Sign

AutoCAD SHX Text Sign

AutoCAD SHX Text Edge Pave

AutoCAD SHX Text MBR Guardrail

AutoCAD SHX Text Sign

AutoCAD SHX Text Bit Curb

AutoCAD SHX Text Bit Pavement

AutoCAD SHX Text Grass

AutoCAD SHX Text

4" PVC FM ->

AutoCAD SHX Text

<-4" PVC FM

AutoCAD SHX Text

<-8"PVC SS

AutoCAD SHX Text

8"PVC SS->

AutoCAD SHX Text

8"PVC SS->

AutoCAD SHX Text

36"RCP->

AutoCAD SHX Text Brushline

AutoCAD SHX Text MBR Guardrail

AutoCAD SHX Text Edge Pave

AutoCAD SHX Text

8"PVC SS->

AutoCAD SHX Text

8"PVC SS->

AutoCAD SHX Text

<-6"PVC SS

AutoCAD SHX Text 12" Steel Gas Main

AutoCAD SHX Text

STATE HIGHWAY LINE

AutoCAD SHX Text

STATE HIGHWAY LINE

AutoCAD SHX Text

STATE HIGHWAY LINE

AutoCAD SHX Text

4'TYP.

AutoCAD SHX Text

DMH TF=168.78 INV=157.5 IN E INV=156.3 OUT W

AutoCAD SHX Text

UNKNOWN CONFIGURATION FOR DRAINAGE PIPING

AutoCAD SHX Text

SMH TF=169.48 INV=157.6 IN N INV=153.9 IN S INV=153.9 OUT W

AutoCAD SHX Text SMH TF=171.65 INV=160.0 in W Inv=157.6 in S Inv=155.6 out N

AutoCAD SHX Text Bit Drive

AutoCAD SHX Text Landscape

AutoCAD SHX Text

AutoCAD SHX Text B10

AutoCAD SHX Text B11

AutoCAD SHX Text

INSTALL AIR RELIEF VALVE

AutoCAD SHX Text NOTES : 1. UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED AND UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED AND NOTED HEREON HAVE BEEN COMPILED, IN PART, FROM RECORD MAPPING SUPPLIED BY THE RESPECTIVE UTILITY COMPANIES OR GOVERNMENT AGENCIES, THESE LOCATIONS MUST BE CONSIDERED AS APPROXIMATE IN NATURE. THE SIZE, LOCATION AND EXISTENCE OF ALL SUCH FEATURES MUST BE FIELD DETERMINED AND VERIFIED BY THE APPROPRIATE AUTHORITIES PRIOR TO CONSTRUCTION. CALL BEFORE YOU DIG 1-800-922-4455. 2. PER SECTION 6.2 OF THE DEPARTMENT'S UTILITY ACCOMMODATION MANUAL PER SECTION 6.2 OF THE DEPARTMENT'S UTILITY ACCOMMODATION MANUAL (UAM), A MINIMUM VERTICAL CLEARANCE OF 12" SHALL BE MAINTAINED BETWEEN FACILITIES. CATCH BASIN AND DRAINAGE PIPE FILLED WITH SEDIMENT DURING CONSTRUCTION MUST BE REPAIRED USING "CLASS "F" CONCRETE PIPE CONNECTION" DETAIL FOUND ON THE DEPARTMENTS STANDARD SHEET HW-651-01 AS DIRECTED AND APPROVED BY THE PERMIT INSPECTOR. REPAIR MUST BE PERFORMED UTILIZING SOLID SECTION OF EXISTING PIPE. WHERE THIS CANNOT BE ACHIEVED, FULL METAL PIPE REPLACEMENT MAY BE REQUIRED. 3. ALL CONSTRUCTION MATERIALS AND METHODS IN THE STATE R.O.W. SHALL ALL CONSTRUCTION MATERIALS AND METHODS IN THE STATE R.O.W. SHALL CONFORM TO THE DEPARTMENT'S SPECIFICATION FORM 819.

AutoCAD SHX Text AT&T markout at this intersection only 720' to next markout

AutoCAD SHX Text

PROPOSED 12" WATER MAIN

AutoCAD SHX Text

BORING 10

AutoCAD SHX Text

BORING B11

AutoCAD SHX Text

CONDUCT TEST PIT TO VERIFY EXACT LOCATION AND DEPTH OF EXISTING WATER MAIN

AutoCAD SHX Text

COMPOST FILTER TUBE (TYPICAL)

AutoCAD SHX Text

PROPOSED 12" WATER MAIN

EXISTING 12" WATER MAIN

PROPOSED UTILITY VAULT

4" = 1'

SECTION A-A'

3/4" = 1'

HALEY WARD

ENGINEERING ENVIRONMENTAL SURVEYING

WWW.HALEYWARD.COM

2210 Main St.

Glastonbury, Connecticut 06033 860.659.3100

PROJECT

TITLE

DATE SCALE

DRAWN BY DESIGNED BY CHECKED BY

PROJECT No.

DRAWING No. REV.

L O

: P :\C

- B

N W

C O

O L

C O

M M

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O N

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, 2

.2 5, 2:

CONTRACT No.

BERLIN WATER CONTROL COMMISSION

BERLIN - MERIDEN

WATER MAIN INTERCONNECTION

BERLIN TURNPIKE - OLD COLONY ROAD

METER VAULT

2026.02.25 AS NOTED

JED JED JEE

4010107.001

M1 C.O.A. No.

DESCRIPTION BY CHK.DATE

DRAWING ISSUE STATUS

REV.

BID SET

AutoCAD SHX Text 10'-0"

AutoCAD SHX Text 17'-0"

AutoCAD SHX Text

18"X18"X4" SUMP IN VAULT FOR SUMP PUMP

AutoCAD SHX Text

PROVIDE 1/4" MESH SCREEN ON END. SECURE WITH 2 CLAMPS

AutoCAD SHX Text

6" STAINLESS STEEL VENT, MAKE WATER TIGHT

AutoCAD SHX Text

INSTALL 2" ELECTRICAL CONDUIT

AutoCAD SHX Text

6" STAINLESS STEEL VENT AND FAN, MAKE WATER TIGHT

AutoCAD SHX Text

LIGHT

AutoCAD SHX Text

LIGHT

AutoCAD SHX Text

DEHUMIDIFIER

AutoCAD SHX Text A

AutoCAD SHX Text A'

AutoCAD SHX Text

FIXED ALUMINUM LADDER 12" O.C. W/ LADDER UP EXTENSION

AutoCAD SHX Text

PRESSURE GAUGE AND SAMPLE TAP

AutoCAD SHX Text

PRESSURE GAUGE AND SAMPLE TAP

AutoCAD SHX Text

8"X6" FE REDUCER

AutoCAD SHX Text

12"X8" MJ REDUCER

AutoCAD SHX Text

12"X8" MJ REDUCER

AutoCAD SHX Text

8"X6" FE REDUCER

AutoCAD SHX Text

6" METER

AutoCAD SHX Text

8"X4" FE TEE

AutoCAD SHX Text

8" OS&Y GATE VALVE

AutoCAD SHX Text

8" PRV

AutoCAD SHX Text

8" STRAINER

AutoCAD SHX Text

8" OS&Y GATE VALVE

AutoCAD SHX Text

8"X4" FE TEE

AutoCAD SHX Text

4" OS&Y GATE VALVE

AutoCAD SHX Text

4" 90° FE BEND

AutoCAD SHX Text

4" 90° FE BEND

AutoCAD SHX Text

4" OS&Y GATE VALVE

AutoCAD SHX Text

4" PRV

AutoCAD SHX Text

4" STRAINER

AutoCAD SHX Text NOTES: 1. PRECAST CONCRETE STRUCTURES PRECAST CONCRETE STRUCTURES AND ACCESS HATCHES SHALL MEET AASHTO HS-20 LOADING

AutoCAD SHX Text 7'-0"

AutoCAD SHX Text 6"

AutoCAD SHX Text 8"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 8"

AutoCAD SHX Text

PITCH FLOOR TO SUMP

AutoCAD SHX Text

2'-0" MIN. OF COMPACTED GRAVEL (TYP.)

AutoCAD SHX Text INSTALL 30"X30" WATERTIGHT ALUMINUM HATCH WITH SAFETY GRATE CAST INTO A 4'X4'X12" TALL EXTENSION

AutoCAD SHX Text

HATCH DRAIN TO DAYLIGHT

AutoCAD SHX Text PROVIDE BITUMINOUS WATERPROOF COATING ON ALL BELOW GRADE PORTIONS OF VAULTS TO MAKE WATERTIGHT

AutoCAD SHX Text

PROPOSED GRADE

AutoCAD SHX Text

PROPOSED GRADE

AutoCAD SHX Text 6"

AutoCAD SHX Text

INSTALL 10 GPM FLOAT ACTIVATED SUMP PUMP IN VAULT

AutoCAD SHX Text

PROVIDE 1/4" MESH SCREEN ON END. SECURE WITH 2 CLAMPS

AutoCAD SHX Text

6" STAINLESS STEEL VENT AND FAN, MAKE WATER TIGHT

AutoCAD SHX Text

WIRE MESH STAINLESS STEEL 304 SERIES

AutoCAD SHX Text

LINK SEAL AND GALV. STEEL SLEEVE (TYP.)

AutoCAD SHX Text

8"X6" FE REDUCER

AutoCAD SHX Text

12"X8" MJ REDUCER

AutoCAD SHX Text

12"X8" MJ REDUCER

AutoCAD SHX Text

8"X6" FE REDUCER

AutoCAD SHX Text

8"X4" FE TEE

AutoCAD SHX Text

8" OS&Y GATE VALVE

AutoCAD SHX Text

8" PRV

AutoCAD SHX Text

8" STRAINER

AutoCAD SHX Text

8" OS&Y GATE VALVE

AutoCAD SHX Text

8"X4" FE TEE

AutoCAD SHX Text

6" METER

AutoCAD SHX Text

NAD83

ELECTRICAL DESIGN NOTES: 1. ELECTRICAL DESIGN BY PRECAST MANUFACTURER ELECTRICAL DESIGN BY PRECAST MANUFACTURER 2. BASIC ELECTRICAL COMPONENTS INCLUDE, BUT NOT LIMITED TO: BASIC ELECTRICAL COMPONENTS INCLUDE, BUT NOT LIMITED TO: 2.1. FAN FAN 2.2. LIGHTS LIGHTS 2.3. POWER TO METER POWER TO METER 2.4. DEHUMIDIFIER DEHUMIDIFIER 2.5. SUMP PUMP SUMP PUMP 3. CONTRACTOR TO COORDINATE ELECTRICAL CONNECTION TO METER VAULT, CONTRACTOR TO COORDINATE ELECTRICAL CONNECTION TO METER VAULT, 4. CONTRACTOR TO SUPPLY ALL NEEDED ELECTRICAL EQUIPMENT AND CONTRACTOR TO SUPPLY ALL NEEDED ELECTRICAL EQUIPMENT AND LABOR, THE TOWN WILL BE RESPONSIBLE FOR THE CONNECTION FEE

PLAN VIEW

PROFILE VIEW

GATE VALVE

NOT TO SCALE

TAPPING SLEEVE & VALVE

NOT TO SCALE

GRADUAL VERTICAL OFFSET

NOT TO SCALE

HYDRANT ASSEMBLY

NOT TO SCALE

WATER MAIN TRENCH

NOT TO SCALE

AIR VALVE ASSEMBLY

NOT TO SCALE

HALEY WARD

ENGINEERING ENVIRONMENTAL SURVEYING

WWW.HALEYWARD.COM

2210 Main St.

Glastonbury, Connecticut 06033 860.659.3100

PROJECT

TITLE

DATE SCALE

DRAWN BY DESIGNED BY CHECKED BY

PROJECT No.

DRAWING No. REV.

L O

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C O

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CONTRACT No.

BERLIN WATER CONTROL COMMISSION

BERLIN - MERIDEN

WATER MAIN INTERCONNECTION

BERLIN TURNPIKE - OLD COLONY ROAD

WATER DETAILS

2026.02.25 AS NOTED

KLD JED JEE

4010107.001

WD1

C.O.A. No.

DESCRIPTION BY CHK.DATE

DRAWING ISSUE STATUS

REV.

BID SET

AutoCAD SHX Text

COVER (LABELED "WATER" UNLESS SPECIFIED OTHERWISE BY OWNER/ENGINEER)

AutoCAD SHX Text

FINISHED GRADE

AutoCAD SHX Text

APPROVED TOP SECTION OF GATE BOX

AutoCAD SHX Text

APPROVED BOTTOM SECTION OF GATE BOX

AutoCAD SHX Text

GATE VALVE WITH MJ ENDS AND RETAINER GLANDS (TYPICAL)

AutoCAD SHX Text

D.I. WATER MAIN

AutoCAD SHX Text

NOTE: : GATE VALVES OPEN LEFT, VERIFY WITH OWNER

AutoCAD SHX Text

STANDARD COVER

AutoCAD SHX Text

3° MAX

AutoCAD SHX Text

3° MAX

AutoCAD SHX Text

3° MAX

AutoCAD SHX Text

3° MAX

AutoCAD SHX Text

END VERTICAL OFFSET

AutoCAD SHX Text

FINISHED GRADE

AutoCAD SHX Text USE BELL JOINT PROTECTION IF JOINTS FALL WITHIN 10 FEET OF A STORM OR SANITARY SEWER, SEE DETAIL

AutoCAD SHX Text

EXISTING UTILITY OR OTHER OBSTRUCTION, PROVIDE SUPPORT DURING CONSTRUCTION

AutoCAD SHX Text

BEGIN VERTICAL OFFSET

AutoCAD SHX Text

NOTE: LIMIT ALL DEFLECTIONS AT JOINTS TO 3° MAXIMUM

AutoCAD SHX Text 9"

AutoCAD SHX Text

PAVEMENT STRUCTURE (SEE SEPARATE DETAIL)

AutoCAD SHX Text

ROTATE HYDRANT AS REQUIRED

AutoCAD SHX Text

PROVIDE AND INSTALL EXTENSION KIT (IF REQUIRED BY OWNER AND/OR ENGINEER)

AutoCAD SHX Text

BREAKAWAY FLANGE

AutoCAD SHX Text

TURF ESTABLISHMENT (SEE SEPARATE DETAIL)

AutoCAD SHX Text

PROVIDE NEW CONCRETE COLLAR (24" X 12" THICK)AROUND HYDRANT

AutoCAD SHX Text

INSTALL " TO " CRUSHED 14" TO " CRUSHED 34" CRUSHED STONE TO 6" ABOVE DRAIN

AutoCAD SHX Text

TAR PAPER OR PLASTIC

AutoCAD SHX Text

CONCRETE THRUST BLOCK (DO NOT OBSTRUCT DRAIN HOLES)

AutoCAD SHX Text

CONCRETE SUPPORT FOR GATE VALVE

AutoCAD SHX Text

HYDRANT TEE WITH D.I. ROTATABLE MJ GLAND

AutoCAD SHX Text

NEW CONCRETE THRUST BLOCK AGAINST UNDISTURBED SOIL (SEE SEPARATE DETAIL)

AutoCAD SHX Text

NEW 6" GATE VALVE WITH RETAINER GLANDS

AutoCAD SHX Text

VALVE BOX EXTENDED TO GRADE

AutoCAD SHX Text

GRASS SURFACE RESTORATION (SEE SEPARATE DETAIL)

AutoCAD SHX Text

SUITABLE BACKFILL

AutoCAD SHX Text

PAVEMENT RESTORATION (SEE SEPARATE DETAIL)

AutoCAD SHX Text

SUITABLE BACKFILL (SEE SPECIFICATION 02-250)

AutoCAD SHX Text 6"

AutoCAD SHX Text

6" (PAYMENT LIMIT)

AutoCAD SHX Text

12" (PAYMENT LIMIT)

AutoCAD SHX Text

CONTINUOUS MAGNETIC INDICATING TAPE

AutoCAD SHX Text WATER MAIN MAINTAIN 4 ' MINIMUM 12' MINIMUM COVER UNLESS DIRECTED OTHERWISE BY PLANS OR BY THE ENGINEER

AutoCAD SHX Text

OFF PAVED AREAS

AutoCAD SHX Text

IN PAVED AREAS

AutoCAD SHX Text

IN SOIL

AutoCAD SHX Text

IN BEDROCK

AutoCAD SHX Text 6"

AutoCAD SHX Text INSTALL 2" RIGID FOAM INSULATION ACROSS LIMITS OF TRENCH FOR 5' ON BOTH SIDES OF DRAINAGE PIPING, WHERE LOCATED ABOVE WATERMAINS

AutoCAD SHX Text

D.I. WATER MAIN

AutoCAD SHX Text

FINISHED GRADE

AutoCAD SHX Text

APPROVED COMPLETE GATE BOX

AutoCAD SHX Text

AWWA MUELLER THREAD

AutoCAD SHX Text

WEDGE AIR RELIEF VALVE

AutoCAD SHX Text NOTE: : STAINLESS STEEL AIR VALVES SHALL BE USED IN AREA SUBJECT TO ATMOSPHERIC EXPOSURE OR IN AREAS SUSCEPTIBLE TO EXPOSURE FROM INCREASED SALT RUN OFF, I.E. BRIDGES

AutoCAD SHX Text

MJ TAPPING VALVE WITH MEGALUG SERIES 1100 THRUST RESTRAINTS

AutoCAD SHX Text

MJ TAPPING VALVE WITH MEGALUG SERIES 1100 THRUST RESTRAINTS

AutoCAD SHX Text

CONCRETE SUPPORT FOR GATE VALVE

AutoCAD SHX Text

NEW WATER MAIN

AutoCAD SHX Text

EXISTING WATER MAIN

AutoCAD SHX Text

SEE THRUST RESTRAINT DETAIL FOR THRUST BLOCK AND JOINT REQUIREMENTS

AutoCAD SHX Text ADD VERTICAL OFFSET FITTINGS NECESSARY TO ACHIEVE PROPER BURIAL OR AS NEEDED TO PASS OBSTRUCTIONS

AutoCAD SHX Text

1" ASPHALT FELT WRAPPING

AutoCAD SHX Text

EXTENSION STEM (AS APPLICABLE)

AutoCAD SHX Text

WATER

AutoCAD SHX Text

TWO NOTCH OPENINGS REQUIRED

AutoCAD SHX Text

PAYMENT LIMITS FOR HYDRANT ASSEMBLIES

SAND BEDDING

TEE WITH BRANCH LINE (PLAN VIEW)

NOT TO SCALE

TAPPING SLEEVE & VALVE FOR BRANCH LINE (PLAN VIEW)

NOT TO SCALE

REDUCER

NOT TO SCALE

DEAD END

NOT TO SCALE

VERTICAL UP-BEND (PROFILE VIEW)

NOT TO SCALE

HORIZONTAL BEND (PLAN VIEW)

NOT TO SCALE

VERTICAL OFFSET (PROFILE VIEW)-USE WHEN X<18 FT

NOT TO SCALE

VERTICAL DOWN-BEND (PROFILE VIEW)

NOT TO SCALE

PRECAST CONCRETE THRUST BLOCKING

NOT TO SCALE

HYDRANT BRANCH (PLAN VIEW)

NOT TO SCALE

COMBINED HORIZONTAL BENDS (PLAN VIEW)-USE WHEN X<18 FT

NOT TO SCALE

COMBINED VERTICAL OFFSET-BENEATH OBSTACLE (PROFILE VIEW)-USE WHEN X & Y < 18 FT

NOT TO SCALE

COMBINED VERTICAL OFFSET-ABOVE OBSTACLE (PROFILE VIEW)-USE WHEN X & Y < 18 FT

NOT TO SCALE

HORIZONTAL OFFSET (PLAN VIEW)-USE WHEN X<18 FT

NOT TO SCALE

COMBINED HORIZONTAL OFFSET (PLAN VIEW)-USE WHEN X & Y < 18 FT

NOT TO SCALE

PLAN VIEW PROFILE VIEW

GENERAL NOTES REGARDING THRUST RESTRAINT

HALEY WARD

ENGINEERING ENVIRONMENTAL SURVEYING

WWW.HALEYWARD.COM

2210 Main St.

Glastonbury, Connecticut 06033 860.659.3100

PROJECT

TITLE

DATE SCALE

DRAWN BY DESIGNED BY CHECKED BY

PROJECT No.

DRAWING No. REV.

L O

: P :\C

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C O

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C O

M M

O N

T O

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N \0

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\T H

R U

W G

, 2

.2 5, :1

CONTRACT No.

BERLIN WATER CONTROL COMMISSION

BERLIN - MERIDEN

WATER MAIN INTERCONNECTION

BERLIN TURNPIKE - OLD COLONY ROAD

THRUST RESTRAINT DETAILS

2026.02.25 AS NOTED

JED JED JEE

4010107.001

WD2

C.O.A. No.

DESCRIPTION BY CHK.DATE

DRAWING ISSUE STATUS

REV.

BID SET

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OBSTACLE

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OBSTACLE

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OBSTACLE

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NEW D.I.P. WATER MAIN

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DUCTILE IRON FITTING M.J. X M.J. WITH MEGALUG SERIES 1100 JOINT RESTRAINT

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8"X8"X16" SOLID C.M.U.'S, PLACE BETWEEN FITTING AND TRENCH WALL

AutoCAD SHX Text SHAPE TRENCH WALL TO PROVIDE FIRM, CONTINUOUS CONTACT BETWEEN BLOCKS AND UNDISTURBED SOIL

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NEW D.I.P. WATER MAIN

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EQ.

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EQ.

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NEW D.I.P. WATER MAIN

AutoCAD SHX Text PUSH-ON JOINT WITHIN THRUST RESTRAINT ZONE, USE MEGALUG SERIES 1700 JOINT RESTRAINT, FIELD-LOK GASKET, OR ENGINEER APPROVED EQUIVALENT

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DUCTILE IRON FITTING-M.J. X M.J., USE MEGALUG SERIES 1100 JOINT RESTRAINT

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PRECAST CONCRETE THRUST BLOCKING (SEE DETAIL, THIS SHEET)

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GATE VALVE-M.J. X M.J., USE MEGALUG SERIES 1100 JOINT RESTRAINT

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EXISTING WATER MAIN

AutoCAD SHX Text PUSH-ON JOINT BETWEEN BENDS IN AN OFFSET, USE MEGALUG SERIES 1700 JOINT RESTRAINT, FIELD-LOK GASKET, OR ENGINEER APPROVED EQUAL

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FIRE OR FLUSHING HYDRANT-M.J. INLET, USE MEGALUG SERIES 1100 JOINT RESTRAINT

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LENGTH OF PRIMARY THRUST RESTRAINT ZONE

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LENGTH OF SECONDARY THRUST RESTRAINT ZONE

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TAPPING SLEEVE WITH M.J. TAPPING VALVE

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DESCRIPTION

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GROUND SURFACE

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GROUND SURFACE

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GROUND SURFACE

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GROUND SURFACE

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GROUND SURFACE

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AutoCAD SHX Text RESTRAINT LENGTHS ARE BASED ON BARE PIPE. THRUST RESTRAINT LENGTHS MUST BE RECALCUTATED IF, AT ANY TIME, SOIL CONDITIONS REQUIRE WATER MAIN TO BE POLY-WRAPED.

AutoCAD SHX Text RESTRAIN ALL JOINTS THAT FALL BETWEEN RESTRAINED BENDS IN HORIZONTAL OR VERTICAL OFFSETS.

AutoCAD SHX Text THE REQUIRED THRUST RESTRAINT LENGTHS INDICATED IN THE DETAILS ARE BASED ON TEST PRESSURES, BEDDING SOIL TYPE, AND PIPE-LAYING CONDITIONS REQUIRED IN THE CONTRACT DOCUMENTS. CONTACT THE ENGINEER FOR RECALCULATION OF REQUIRED THRUST RESTRAINT LENGTHS IF AUTHORIZED DEVIATIONS FROM REQUIRED TEST PRESSURES, BEDDING SOIL TYPE, OR PIPE-LAYING CONDITIONS BECOME NECESSARY.

AutoCAD SHX Text ANTICIPATE THE NEED FOR THRUST RESTRAINT IN ADVANCE OF CONSTRUCTION, AND PLACE THRUST RESTRAINTS WHERE REQUIRED AS PIPE IS LAID

AutoCAD SHX Text CONTACT THE ENGINEER FOR SPECIFIC THRUST-RESTRAINT INSTRUCTION FOR ANY TEE, BEND, OR OFFSET CONFIGURATION THAT DEVIATES SIGNIFICANTLY FROM THOSE INDICATED IN THE THRUST RESTRAINT DETAIL.

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REQUIRED THRUST RESTRAINT LENGTHS - 150 PSI

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CONFIGURATION

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8" PIPE THRUST RESTRAINT LENGTHS (FEET)

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12" PIPE THRUST RESTRAINT LENGTHS (FEET)

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BARE PIPE

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BARE PIPE

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AutoCAD SHX Text TEE WITH BRANCH LINE 12"x12"

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AutoCAD SHX Text TEE WITH BRANCH LINE 12"x8"

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AutoCAD SHX Text TEE WITH BRANCH LINE 12"x6"

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AutoCAD SHX Text TEE WITH BRANCH LINE 8"x6"

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HYDRANT BRANCH

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DEAD END 8"

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DEAD END 12"

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AutoCAD SHX Text REDUCER 12"x8"

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COMBINED HORIZONTAL BENDS

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HORIZONTAL OFFSET

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COMBINED HORIZONTAL OFFSET

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VERTICAL DOWN-BEND

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VERTICAL UP-BEND

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COMBINED VERTICAL OFFSET-BENEATH OBSTACLE

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COMBINED VERTICAL OFFSET-ABOVE OBSTACLE

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HORIZONTAL BEND

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VERTICAL OFFSET

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BITUMINOUS CURBING DETAIL

PERMANENT DRIVEWAY REPAIR DETAIL

NOT TO SCALE

GRASS RESTORATION OVER UTILITY TRENCH

NOT TO SCALE

PERMANENT PAVEMENT TRENCH DETAIL - TOWN ROAD

NOT TO SCALE

TEMPORARY PAVEMENT DETAIL - TOWN ROAD

NOT TO SCALE

UTILITY TRENCH AND EXISTING

SIDEWALK CROSSING

NOT TO SCALE

HALEY WARD

ENGINEERING ENVIRONMENTAL SURVEYING

WWW.HALEYWARD.COM

2210 Main St.

Glastonbury, Connecticut 06033 860.659.3100

PROJECT

TITLE

DATE SCALE

DRAWN BY DESIGNED BY CHECKED BY

PROJECT No.

DRAWING No. REV.

L O

: P :\C

- B

N W

C O

O L

C O

M M

O N

T O

R C

O N

N \0

2- C

E D

W G

, 2

.2 5, :1

CONTRACT No.

BERLIN WATER CONTROL COMMISSION

BERLIN - MERIDEN

WATER MAIN INTERCONNECTION

BERLIN TURNPIKE - OLD COLONY ROAD

PAVING DETAILS

2026.02.25 AS NOTED

KLD JED JEE

4010107.001

PD1

C.O.A. No.

DESCRIPTION BY CHK.DATE

DRAWING ISSUE STATUS

REV.

BID SET

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APPLY TACK COAT

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FILL

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TOP SOIL

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TOP OF GRASS

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SEE TRENCH PAVING DETAILS

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SEE TRENCH PAVING DETAILS

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AutoCAD SHX Text 1"

AutoCAD SHX Text 9"

AutoCAD SHX Text 2"

AutoCAD SHX Text 69°

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TEMPORARY OR PERMANENT PAVEMENT

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W+24" PAYMENT LIMIT

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(W=PIPE I.D. + 24")

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12" CUTBACK, TYP.

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CONTINUOUS MAGNETIC INDICATING TAPE

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MATCH EXISTING GRADE, TYP.

AutoCAD SHX Text APPLY TACK COAT TO ALL VERTICAL EDGES WHERE NEW PAVEMENT MEETS EXISTING AND SEAL JOINTS USING SEALANT PER LATEST VERSION OF AASHTO M324 TYPE II (TYP.)

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UNDISTURBED EXISTING PAVEMENT

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SAW CUT EXISTING BITUMINOUS PAVEMENT (TYP)

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COMPACTED TRENCH BACKFILL (SEE SPECIFICATION 02-250)

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WATER MAIN AND SEWER MAIN TRENCH (SEE DETAIL)

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EROSION CONTROL MAT (IF NEEDED FOR SLOPE PROTECTION)

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LIMITS OF DISTURBANCE PAY LIMIT = 10' (MAX)

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TURF ESTABLISHMENT

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COMPACTED TRENCH BACKFILL

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USE RESIDENTIAL GRASS MIX

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WATER MAIN TRENCH (SEE DETAIL)

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FOR BOTH TOWN AND STATE RIGHT-OF-WAY

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(W=PIPE I.D. + 24")

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W+24" PAYMENT LIMIT

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PERMANENT PAVEMENT

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CONTINUOUS MAGNETIC INDICATING TAPE

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TEMPORARY PAVEMENT

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W+24" PAYMENT LIMIT

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(W=PIPE I.D. + 24")

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12" CUTBACK, TYP.

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12" CUTBACK, TYP.

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CONTINUOUS MAGNETIC INDICATING TAPE

AutoCAD SHX Text APPLY TACK COAT TO ALL VERTICAL AND HORIZONTAL EDGES WHERE NEW PAVEMENT MEETS EXISTING AND SEAL JOINTS USING SEALANT PER LATEST VERSION OF AASHTO M324 TYPE II (TYP.)

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MATCH EXISTING GRADE, TYP.

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MATCH EXISTING GRADE, TYP.

AutoCAD SHX Text APPLY TACK COAT TO ALL VERTICAL EDGES WHERE NEW PAVEMENT MEETS EXISTING AND SEAL JOINTS USING SEALANT PER LATEST VERSION OF AASHTO M324 TYPE II (TYP.)

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UNDISTURBED EXISTING PAVEMENT

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SAW CUT EXISTING BITUMINOUS PAVEMENT (TYP)

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UNDISTURBED EXISTING PAVEMENT

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SAW CUT EXISTING BITUMINOUS PAVEMENT (TYP)

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COMPACTED TRENCH BACKFILL (SEE SPECIFICATION 02-250)

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COMPACTED TRENCH BACKFILL (SEE SPECIFICATION 02-250)

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WATER MAIN AND SEWER MAIN TRENCH (SEE DETAIL)

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WATER MAIN AND SEWER MAIN TRENCH (SEE DETAIL)

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MATCH EXISTING WIDTH

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SAW CUT CONCRETE AS REQUIRED

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EXISTING CONC. SIDEWALK

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NOTE: DEPTH SHALL BE AS SHOWN OR SHALL MATCH EXISTING, WHICH EVER IS GREATER

AutoCAD SHX Text 6"x6" WWF #8…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated May 1, 2026.