HW-0813_02_-_Stone_Curbing.pdf

PDF 204 KB Posted

Attached to
Citywide Sidewalk, Curb, Apron & ADA Ramp Repair and Replacement
Solicitation number
CWB014279
Issued by
Fairfield County, Bridgeport City, Connecticut

About this file

This is a standard specification sheet issued by the Connecticut Department of Transportation (CTDOT) Office of Engineering for stone curbing installation, applicable to the City of Bridgeport's Citywide Sidewalk, Curb, Apron & ADA Ramp Repair and Replacement project. The document provides technical specifications and installation details for stone curbing with dimensions and design standards, including curb heights ranging from 6 to 8 inches, base material requirements of 6 to 9 inches depending on curb length, and finishing options such as sawn finish and smooth quarry split face. The specification sheet establishes standard details for expansion joints, concrete mounds at all joints, and minimum 4-foot backfill requirements. Electronic bid submissions for the Citywide Sidewalk, Curb, Apron & ADA Ramp Repair and Replacement project are due to the City of Bridgeport, Department of Public Purchases at 2:00 pm on Tuesday, September 22, 2026, with submissions made through the City's OpenGov e-Procurement Portal. The cut-off date for written questions is 5:00 pm on Tuesday, September 8, 2026, with all answers published as addenda on the procurement portal.

No pricing information, set-aside provisions, incumbent contractor details, funding sources, or contract term specifications are contained in this technical specification sheet. Bidders are required to monitor the OpenGov Procurement website regularly for any issued addenda and to create a free account to access and submit responses to the solicitation.

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Text version

STONE CURBNG

SECTION

6" 6"

5"

8"

8"

SURFACE

RIDING

RIDING SURFACE

BREAK BACK

6"

BREAK BACK (TYP.)

ELEVATION

FRONT

7" MIN. TO

9" MAX.

ELEVATION

BACK

15" to 17"

5"

15" to 17"

6" BASE MATERIAL

6" FOR CURB LENGTHS LESS THAN 6'

9" FOR CURB LENGTHS OF 6' OR MORE,

BREAK BACK IS

MAXIMUM ALLOWABLE

6" BASE MATERIAL

15" to 17"

6" BASE MATERIAL

90°

10"

5"

PLAN

STONE CURBING

5"

STONE CURBING

SAWN FINISH

8'' SMOOTH QUARRY SPLIT FACE

12"

EXPANSION JOINT"2

12"

90°

EXPANSION JOINT"2

12" MAX.12" MAX.

'' EXPANSION JOINT2

MOUND OF CONCRETE

MOUND OF CONCRETE

BACKFILL

4' MIN.

FOR STONE CURBING

MOUND OF CONCRETE AT ALL JOINTS

STANDARD SHEET TITLE: STANDARD SHEET NO.:

10/22/2024

SIGNATURE BLOCK:

HW-813_02

PLOTTED DATE:

NOT TO SCALE

NEWINGTON, CT 06111

2800 BERLIN TURNPIKE

OFFICE OF ENGINEERING

STANDARD SHEET

CTDOT

SUBMITTED BY: APPROVED BY:

TRANSPORTATION

DEPARTMENT OF

CONNECTICUT

2024-12-16T13:59:57-0500
Leo Fontaine, P.E.
2025-01-21T13:15:08-0500
Michael N. Calabrese, P.E.

File details come from the government source that posted it. Updated .