Dwgs BrookfieldDeanPoconoLPS BidSetApril2026.pdf
PDF 18 MB Posted
- Solicitation number
- ED042426
- Issued by
- Tolland County, Connecticut
About this file
This is a bidding set of construction drawings for a low-pressure sanitary sewer extension project issued by the Town of Brookfield, Connecticut and the Brookfield Water Pollution Control Authority, with the project engineer being CDM Smith located in East Hartford, Connecticut. The project involves the design and installation of a low-pressure sanitary sewer system extension along Dean Road, Pocono Road, and Silvermine Road in Brookfield, Connecticut, as identified under Contract No. 2026-01. The bid set, dated April 2026, includes comprehensive civil engineering drawings consisting of a key plan, general notes and legends, ten plan and profile sheets detailing the sewer line routing and elevations along the three roads, two civil details sheets showing standard manhole construction, pipe connections, flushing manholes, air and vacuum relief valve details, service lateral installations, and surface restoration specifications, and one traffic management details sheet. The drawings incorporate references to existing utilities and wells, provide cross-sectional details for the piping installation, manhole specifications with precast concrete components, and restoration requirements including topsoil and seeding for disturbed areas. The document set was prepared and reviewed by CDM Smith personnel including designers, drafters, and checkers, with final approvals documented through April 29, 2026.
The file contains only technical design documentation and does not include information regarding pricing terms, bidding procedures, set-asides, incumbent contractors, contract award dates, contract term, renewal options, or funding sources. This is a standard bid set of drawings and does not appear to be directly related to the concurrent University of Connecticut operational technology cybersecurity consultant services solicitation referenced in the contract opportunity summary.
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Other files
| File | Type | Posted |
|---|---|---|
| ED042426_Apr_27_26_solicitation_doc.pdf | ||
| ED042426_Jun_8_26_solicitation_doc.pdf | ||
| ED042426_Jun_15_26_solicitation_doc.pdf |
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© 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 TMAP MOBILITY Earthstar Geographics SIO © 2026 TomTom © 2026 Zenrin
SHEET INDEX
APRIL 2026
CONTRACT NO. 2026-01
TOWN OF BROOKFIELD, CONNECTICUT
EAST HARTFORD, CONNECTICUT
Water Environment EnergyTransportation Facilities
WATER POLLUTION CONTROL
AUTHORITY
BOARD OF SELECTMEN
1" = 2,000'
1,000 0 2,000
AREA OF WORK
DEAN AND POCONO ROADS
LOW-PRESSURE SANITARY SEWER
EXTENSION
BROOKFIELD, CONNECTICUT
DEAN AND POCONO ROADS
LOW-PRESSURE SANITARY SEWER EXTENSION
101 East River Drive, Suite 1A East Hartford, CT 06108 Tel: (860) 529-7615
N
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101 East River Drive, Suite 1A East Hartford, CT 06108 Tel: (860) 529-7615
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CD-1
CIVIL DETAILS I
BROOKFIELD, CONNECTICUT
DEAN AND POCONO ROADS
LOW-PRESSURE SANITARY SEWER EXTENSION
101 East River Drive, Suite 1A East Hartford, CT 06108 Tel: (860) 529-7615
DETAIL A
DETAIL D
DETAIL E
DETAIL B
DETAIL C
DETAIL F
DETAIL G
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CIVIL DETAILS II
BROOKFIELD, CONNECTICUT
DEAN AND POCONO ROADS
LOW-PRESSURE SANITARY SEWER EXTENSION
101 East River Drive, Suite 1A East Hartford, CT 06108 Tel: (860) 529-7615
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AutoCAD SHX Text
CD02STDT.DWG
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C. HENRY
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S. SIDANALE
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K. WAGNER
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D. MURPHY
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K. WAGNER
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REV.
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NO.
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DATE
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DRWN
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CHKD
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REMARKS
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DESIGNED BY:
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DRAWN BY:
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CROSS CHK'D BY:
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APPROVED BY:
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DATE:
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SHEET CHK'D BY:
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SHEET NO.
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PROJECT NO.
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FILE NAME:
AutoCAD SHX Text CDM SMITH ALL RIGHTS RESERVED. REUSE OF DOCUMENTS: THESE DOCUMENTS AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY OF CDM SMITH AND ARE NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CDM SMITH.
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APRIL 2026
AutoCAD SHX Text 261865-269061
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FLEXIBLE SLEEVE
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INSIDE FACE
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OF MANHOLE
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%%USECTION B-B
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C PIPE
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EXPOSED METAL TO BE
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PROTECTED FROM
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CORROSION WITH A
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BITUMINOUS COAT
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UNDISTURBED EARTH
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IS GREATER ADDITIONAL
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BARREL SECTION WALL
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SLAB SHALL NOT BE LESS
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THICKNESS OF BOTTOM
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OR TOP SLAB WHICHEVER
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THAN THE MANHOLE
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FLEXIBLE NEOPRENE
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SLEEVE
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STAINLESS STEEL
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STRAP
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4'-0" MAX.
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2'-0" MIN.
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MANHOLE RUNGS
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AS REQ'D (8" MAX.)
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GRADE W/BRICK
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ADJUST FRAME TO
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FINISHED GRADE
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SURFACE OR
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EXIST GROUND
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SEE PIPE CONNECTION
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DETAILS THIS SHEET
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AS REQ'D
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OR 6' LENGTHS
AutoCAD SHX Text 1,2,3,4,5, AutoCAD SHX Text
MULTIPLES OF
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8" MIN.
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SPECIFIED
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JOINT SEALANT AS
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FORMED FLEXIBLE
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GASKET OR PRE
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RUBBER "O" RING
AutoCAD SHX Text 8"
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TOP SLAB
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SECT WITH PRECAST
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SECT OR BARREL
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PRECAST TRANSITION
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MORTAR BED
AutoCAD SHX Text 5'-0"
AutoCAD SHX Text 4'-0"
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FOR FLOATION PROTECTION
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THICKNESS MAY BE PROVIDED
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12" MIN.
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20" MAX.
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WRAPPED IN FILTER FABRIC
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12" MIN. CRUSHED STONE
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MANHOLES PIPE CONNECTION
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NTS
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TYPICAL PRECAST SEWER MANHOLE
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NTS
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AutoCAD SHX Text RAISE MANHOLE FRAME AND COVER 12" TO 18" ABOVE GRADE ON UNPAVED SURFACES IN THE OLD CANAL (SHEETS C-5 AND C-6)
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SURFACE RESTORATION
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NTS
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4" TOP SOIL AND SEED
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MATCH EXISTING GRADE
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COMPACTED SUBGRADE
AutoCAD SHX Text NOTES: 1. RESTORE SURFACE OF AREAS DISTURBED BY WORK AS SHOWN. RESTORE SURFACE OF AREAS DISTURBED BY WORK AS SHOWN.
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FLUSHING MANHOLE
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NTS
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AIR AND VACUUM RELIEF VALVE MANHOLE
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NTS
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MANHOLE FRAME AND COVER MODEL 1203B BY CAMPBELL FOUNDRY OR APPROVED EQUAL
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5'-0" DIA.
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BEDDING REF.
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1'-0" GRAVEL
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FORCE MAIN
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W/ PIPE ANCHOR STRAP
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CONCRETE PIPE SUPPORT
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HDPE
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BALL VALVE
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1.5" IPS PVC TRUE UNION
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DISCONNECT
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1.5" HOSE QUICK
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HDPE
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W/ PIPE ANCHOR STRAP
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CONCRETE PIPE SUPPORT
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FORCE MAIN
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BEDDING REF.
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1'-0" GRAVEL
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5'-0" DIA.
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VALVE TO BE
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AIR AND VACUUM
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HDPE TEE W/ 1.5" BRANCH,
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THREAD ADAPTER IPS
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SUPPORTED W/ BRACKET
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KOR'N-SEAL OR
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LINK SEAL (TYP.)
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PIPE PENETRATIONS
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TO CIVIL DRAWINGS
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DIA. VARIES, REFER
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PRECAST SEWER MANHOLE
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(FM DIA. VARIES, REFER
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TO CIVIL DRAWINGS).
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(DIA. VARIES, REFER
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TO CIVIL DRAWINGS).
AutoCAD SHX Text FORMED OPENING IN NEW MANHOLE. IN EXISTING MANHOLE, CORE DRILL OPENING WITH MINIMUM 2" CLEARANCE AROUND AND INSTALL FLEXIBLE RUBBER BOOT WITH STAINLESS STEEL CLAMP OR DUAL MECHANICAL SLEEVE SEALS
AutoCAD SHX Text NOTE: REFER TO BWPCA STANDARD DETAILS FOR FORCE MAIN CONNECTION TO EXISTING MANHOLE
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TYPICAL SERVICE LATERAL INSTALLATION
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NTS
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CURB BOX
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TEE FITTING, LPS MAIN TO 1.25" SERVICE
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LPS MAIN
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1.25" LATERAL KIT INCLUDING CHECK VALVE AND CLEANOUT
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CAP END FOR FUTURE CONNECTION BY PROPERTY OWNER
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COMPACTED FOUNDATION MATERIAL
CD-3
CIVIL DETAILS III
BROOKFIELD, CONNECTICUT
DEAN AND POCONO ROADS
LOW-PRESSURE SANITARY SEWER EXTENSION
101 East River Drive, Suite 1A East Hartford, CT 06108 Tel: (860) 529-7615
3" - 4"
12"±
2" x 2" Wooden Stake
Filtrexx® FilterSoxx™
Filtrexx® FilterSoxx™
Stake on 5' Lineal Spacing
Flow
Filtrexx® FilterSoxx™
Filtrexx®DitchChexx™ Plan View Filtrexx®EdgeSaver™ �
Plan View
FlowStake on 5' Lineal Spacing
Stake on � 10' Lineal �
Spacing
Filtrexx®SiltSoxx™ � Plan View
Upslope
Downslope
Flow
Filtrexx® FilterSoxx™
Filtrexx®FilterSoxx™ Section
Filtrexx®SiltSoxx™ � Plan View
Work Area Filtrexx® Compost SiltSoxx™
Water Flow Area to be Protected
Stake on 10' Lineal Spacing
Filtrexx®SiltSoxx™ Section
Work Area Area to be Protected 3" - 4"
12"±
2" x 2" Wooden Stake
Filtrexx® SiltSoxx™ (12" - 18" Typical)
DETAIL A
DETAIL D
DETAIL B
DETAIL F
DETAIL E
DETAIL C
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TRAFFIC MANAGEMENT DETAILS
BROOKFIELD, CONNECTICUT
DEAN AND POCONO ROADS
LOW-PRESSURE SANITARY SEWER EXTENSION
101 East River Drive, Suite 1A East Hartford, CT 06108 Tel: (860) 529-7615
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| 2026-04-29T16:46:31-0400 | |
| Kristie G Wagner | |
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