20260107_Addendum 2 Industrial Road Plans.pdf.crdownload
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- Solicitation number
- 34339
- Issued by
- New Haven County, Bridgeport City, Connecticut
About this file
This is an Addendum 2 to the construction plans for the Reconstruction of East Industrial Road, prepared by Stantec Consulting Services Inc. for the Town of Branford, Connecticut, covering Station 0+00 to Station 32+50. The addendum provides detailed specifications and design standards for various pavement and pedestrian safety elements, including Connecticut Department of Transportation (CT DOT) standard concrete curbs, bituminous concrete curbs, concrete sidewalks, sidewalk ramps with detectable warning surfaces, driveway ramps, and a solar-powered rectangular rapid-flashing beacon (RRFB) system with pedestrian-activated push buttons. The plans include full-depth pavement reclamation procedures requiring removal and stockpiling of existing materials to establish final roadway grades with positive drainage, layering of compacted reclaimed material, processed aggregate base, and hot mix asphalt (HMA) in specified depths and lifts. The project encompasses reconstruction from the Leetes Island Road intersection to West of Pin Oak Drive, including portions of the I-95 On and Off Ramp, with bid proposals due to the Town of Branford Finance Department by 2:00 PM on Thursday, January 8th, 2026, with public opening immediately following submission.
The design plans emphasize that estimated quantities shown are based on limited state investigations and do not warrant actual field conditions or quantities required. Work specifications reference standard Connecticut DOT items including Item 0403871A for handling cold reclaimed asphalt pavement and Item 0202000 for earth excavation to quantify removal of excess reclaimed material and achieve final pavement section grades. Bids must be held for ninety days beyond the opening date. Contract documents are available through the Town of Branford website at www.branford-ct.gov, with all construction details and specifications subject to the standard CT DOT requirements and contractor compliance with final grade establishment and positive drainage design intent.
Text of this file
REV. DATE REVISION DESCRIPTION SHEET NO. Stantec Project No.:
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE:
RECONSTRUCTION OF
EAST INDUSTRIAL ROAD
STATION 0+00 - STATION 32+50
TOWN:
BRANFORD
DRAWING TITLE:
DATE:
SHEET NO.
192311596
THE INFORMATION, INCLUDING ESTIMATED
QUANTITIES OF WORK, SHOWN ON THESE
SHEETS IS BASED ON LIMITED
INVESTIGATIONS BY THE STATE AND IS IN
NO WAY WARRANTED TO INDICATE THE
CONDITIONS OF ACTUAL QUANTITIES OF
WORK WHICH WILL BE REQUIRED.
SCALE: TOWN OF BRANFORD
Stantec Consulting Services Inc.
OF 72
11-17-25
DETAIL - 01
SCALE: N.T.S.
CT DOT STANDARD CONCRETE CURB
SCALE: N.T.S.
SPECIAL CONCRETE CURB AT TRUCK STOP ENTRANCES
SCALE: N.T.S.
CT DOT STANDARD BITUMINOUS CONCRETE CURB
SCALE: N.T.S.
CONCRETE SIDEWALK
SCALE: N.T.S.
CT DOT STANDARD TYPE 8 CONCRETE SIDEWALK RAMP
SCALE: N.T.S.
CT DOT STANDARD TYPE 14 CONCRETE SIDEWALK RAMP
SCALE: N.T.S.
DETECTABLE WARNING SURFACE
NOTE: COMPACTED PROCESSED
AGGREGATE BASE SHALL BE
INCLUDED IN PRICE FOR SPECIAL
CONCRETE CURB.
1/7/27 ADDENDUM 2
REV. DATE REVISION DESCRIPTION SHEET NO. Stantec Project No.:
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE:
RECONSTRUCTION OF
EAST INDUSTRIAL ROAD
STATION 0+00 - STATION 32+50
TOWN:
BRANFORD
DRAWING TITLE:
DATE:
SHEET NO.
192311596
THE INFORMATION, INCLUDING ESTIMATED
QUANTITIES OF WORK, SHOWN ON THESE
SHEETS IS BASED ON LIMITED
INVESTIGATIONS BY THE STATE AND IS IN
NO WAY WARRANTED TO INDICATE THE
CONDITIONS OF ACTUAL QUANTITIES OF
WORK WHICH WILL BE REQUIRED.
SCALE: TOWN OF BRANFORD
Stantec Consulting Services Inc.
OF 72
11-17-25
SCALE: N.T.S.
CT DOT STANDARD CONCRETE DRIVEWAY RAMP 2
SCALE: N.T.S.
CT DOT STANDARD BITUMINOUS CONCRETE DRIVEWAY RAMP
DETAIL - 02
SCALE: N.T.S.
PAVEMENT TRANSITION
MATCHLINE
FRONT ELEVATION VIEW
USE DETAILS ABOVE
MATCHLINE FOR SIDE
ELEVATION VIEWS
SOLAR ENGINE
ASSEMBLY WITH
ROUND POST MOUNT ~
ORIENTATION FACING
SOUTH
RECTANGULAR RAPID-FLASHING BEACON
(WITH SOLAR ENGINE)
SIGN W16-7PR ~
30" (IN) x 18" (IN)
(CTDOT SIGN 41-2610)
ACCESSIBLE PEDESTRIAN
PUSH BUTTON ASSEMBLY
CT DOT SIGN 31-0846
PUSH
BUTTON TO
TURN ON
WARNING
LIGHTS
4.5" ALUMINUM PEDESTAL
(4) #5 VERT. BARS
#3 TIE BARS @ 12"
2" COVER
CONTROL CABINET
ENCLOSURE
8" X 8' COPPER-CLAD STEEL
GROUND ROD
GROUND ROD ATTACHMENT
COPPER GROUND WIRE
(PER MANUFACTURER
REQUIREMENTS)
RECTANGULAR
RAPID-FLASHING
BEACON ~ APPROX.
24" (IN) x 4" (IN) x
1 1/2" (IN)
SIGN W11-2 ~
36" (IN) x 36" (IN)
6" MIN.
12"
HMA S0.375 (DEPTH VARIES)
TOP COURSE OF PAVEMENT TO BE
KEYED INTO EXISTING PAVEMENT
LIMIT OF FULL DEPTH
PAVEMENT RECONSTRUCTIONSAWCUT EXISTING PAVEMENT
(PLACE MATERIAL FOR
TACK COAT)
EXISTING BITUMINOUS
CONCRETE PAVEMENT
EXISTING BASE
SLOPE AWAY FROM THE EXISTING
PAVEMENT AND BASE TO
PREVENT UNDERMINING
HMA S1.0 OR S0.5
SUBBASE
SEE TYPICAL
SECTIONS
PROCESSED AGGREGATE BASE
SOLAR ENGINE
ASSEMBLY WITH
ROUND POST MOUNT ~
ORIENTATION FACING
SOUTH
SIDE ELEVATION VIEW
PEDESTRIAN ACTIVATED
BI-DIRECTIONAL CONFIGURATION
DETAILS
MATCHLINE
SIGNS W16-7PR
AND W16-7PL
SIGN W11-15
MOUNTING BRACKET
AND STEEL STRAP (TYP.)
SIGN W11-15
SIGN W16-7PR
OR W16-7PL
WINDBEAM (TYP.) CONTROL CABINET
ENCLOSURE
ACCESSIBLE PEDESTRIAN
PUSH BUTTON ASSEMBLY
CT DOT SIGN 31-0846
SCALE: N.T.S.
TYPE B SOLAR POWERED RRFB
PAVEMENT RECLAMATION - 18" DEPTH
EXISTING
SUBGRADE
RECLAIMED MATERIAL SHALL
BE REMOVED AND
STOCKPILED AS REQUIRED
TO ESTABLISH FINAL
ROADWAY GRADES
EXISTING
SUBGRADE
2" HMA S0.375
(PLACED IN 1 LIFT)
8" COMPACTED RECLAIMED
MATERIAL (MIN)
EXISTING
SUBGRADE
1. FINAL GRADES SHALL MEET PROPOSED GRADES SHOWN ON PLANS AND SHALL PROMOTE POSITIVE DRAINAGE. CONTRACTOR SHALL REMOVE, SHAPE, AND COMPACT RECLAIMED MATERIAL AS REQUIRED TO PROVIDE ACCEPTABLE PAVING SUBBASE AND TO MEET DESIGN INTENT.
2. WORK FOR FULL DEPTH PAVEMENT RECLAMATION, EXCESS MATERIAL REMOVAL, FINE GRADING AND ASSOCIATED ACTIVITIES TO PROVIDE A
STABILIZED SUBBASE FOR PAVEMENT PLACEMENT SHALL BE PER SPECIFICATIONS.
3. ITEM 0403871A "HANDLING COLD RECLAIMED ASPHALT PAVEMENT" SHALL BE USED IN AREAS WHERE SUBGRADE EXCAVATION IS REQUIRED TO ESTABLISH FINAL ROADWAY GRADES AND PROVIDE A MINIMUM OF 8 INCHES OF COMPACTED RECLAIMED MATERIAL.
4. ITEM 0202000 "EARTH EXCAVATION" SHALL BE USED TO QUANTIFY REMOVAL OF EXCESS RECLAIMED MATERIAL AND ASSOCIATED CUT AND
FILL TO OBTAIN THE FINAL 18'' PAVEMENT SECTION.
CUT AS REQUIRED FOR FINAL GRADES
4" COMPACTED PROCESSED AGGREGATE BASE
4" HMA S0.50
(PLACED IN 2 LIFT)
SCALE: N.T.S.
FULL DEPTH RECLAMATION
STEP 1 STEP 2
STEP 3
1 1/7/27 ADDENDUM 2
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