HW-0803_01_-_Paved_Aprons.pdf
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- Solicitation number
- CWB014279
- Issued by
- Fairfield County, Bridgeport City, Connecticut
About this file
This is a standard specification sheet for paved aprons issued by the Connecticut Department of Transportation (CTDOT) for municipal infrastructure projects in Connecticut, specifically referenced in the City of Bridgeport's Citywide Sidewalk, Curb, Apron & ADA Ramp Repair and Replacement project. The document provides detailed technical specifications and construction details for paved aprons associated with catch basins, including cross-sectional diagrams, material composition requirements, and drainage specifications. The standard sheet, designated HW-803_01, specifies construction materials including 2-inch bituminous concrete curb mix, 4-inch processed aggregate base, and establishes slope requirements for drainage paths based on whether single or double grates are used. The specifications address both edge-of-shoulder paved aprons and in-sag paved aprons, with dimensions and drainage slope parameters clearly illustrated in the technical drawings. The sheet was approved by the CTDOT Office of Engineering on January 21, 2025, with final submission dated October 22, 2024.
This specification document serves as a standard reference for contractors and engineers bidding on or executing sidewalk, curb, and apron repair and replacement work for the City of Bridgeport. The technical details provided establish the construction standards and material requirements that bidders must comply with when submitting proposals for the citywide apron repair project. Electronic bid submissions for the Bridgeport project are due by 2:00 pm on September 22, 2026, through the City's OpenGov Procurement Portal, with questions accepted until 5:00 pm on September 8, 2026.
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Text version
PAVED APRONS
GENERAL NOTES:
SECTION
A
EDGE OF SHOULDER
PAVED APRON
SECTION
B
B
EDGE OF SHOULDER
A
LEVEL BERM
2' - 0"
BERM
LEVEL
2'-0"
ON GRADE
PAVED APRON FOR "C-L" CATCH BASIN
LEVEL
DIRECTION OF FLOW
SECTION
4" PROCESSED AGGREGATE BASE
2" BITUMINOUS CONCRETE CURB MIX
SECTION
EDGE OF SHOULDER
LEVEL GRATE
2" BITUMINOUS CONCRETE CURB MIX
4" PROCESSED AGGREGATE BASE
5"
2" BITUMINOUS CONCRETE CURB MIX
4" PROCESSED AGGREGATE BASE
OR FLATTER 2
OR FLATTER"2
PLAN
C
D
PLAN
: 12 FOR GREATER THAN S=4 %2
1:12 FOR S=4% OR LESS
3. S=SLOPE OF DRAINAGE PATH
FOR DOUBLE AND SINGLE GRATES.
2. PAVED APRON DIMENSIONS WILL REMAIN THE SAME
DIMENSIONS NOT SHOWN.
1. SEE STANDARD SHEET SERIES 586, FOR CATCH BASIN
4'-0"4'-0"
2'-0"
2'-0"
D
C
DIRECTION OF FLOW
PAVED APRON
DIRECTION OF FLOW
4'-0"
2'-0"
2'-0"
2'-0"
2" BITUMINOUS CONCRETE CURB MIX
4" PROCESSED AGGREGATE BASE
DIRECTION OF FLOW (S)
EDGE OF SHOULDER
IN A SAG
PAVED APRON FOR "C-L" CATCH BASIN
DIRECTION OF FLOW
(S)DIRECTION OF FLOW
(S)
STANDARD SHEET TITLE: STANDARD SHEET NO.:
10/22/2024
SIGNATURE BLOCK:
HW-803_01
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
| 2024-12-16T14:01:07-0500 | |
| Leo Fontaine, P.E. |
| 2025-01-21T13:12:24-0500 | |
| Michael N. Calabrese, P.E. |
File details come from the government source that posted it. Updated .