HW-0813_01_-_Granite_Transistion_Curbing.pdf

PDF 376 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 sheet specification document issued by the Connecticut Department of Transportation (CTDOT) detailing granite stone transition curbing installation requirements. The document, designated as Standard Sheet No. HW-813_01 and dated October 22, 2024, provides technical specifications and installation details for granite stone transition curbing used in roadway and bridge applications throughout Connecticut. The curbing specifications include dimensional requirements such as 1-inch diameter dowels, 6-inch spacing, 15 to 17-inch height dimensions, and 8 to 12-inch base granular specifications. The document addresses multiple installation scenarios, including curbing adjacent to roadways, on bridge parapets, on sloped surfaces, and adjacent to vertical concrete barriers. New installations of this curbing are permitted only on the Merritt Parkway, with all transition curbing sections required to be 2 feet long and cut on an angle to match field conditions and the parkway's slope. The standard sheet was approved on January 21, 2025, by Michael N. Calabrese, P.E.

This specification document serves as a technical standard for payment and construction purposes under CTDOT contract line items designated as "Granite Stone Transition Curbing" and "Reset Curbing." The granite stone curbing, including dowels, is compensated at the contract unit price specified in project bid documents. For new R-B 350 guiderail transitions, existing curbing height adjustments to achieve a 4-inch reveal at the bridge parapet may be required and paid under the reset curbing item when noted on project plans. The specifications ensure consistency and quality control across CTDOT projects by establishing standardized installation methods, material dimensions, and slope requirements for transition curbing applications throughout Connecticut's transportation infrastructure.

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Text version

GRANITE STONE TRANSITION CURBNG

DOWEL

TOP OF CURB

TRANSITION CURBING

GRANITE STONE

TRANSITION CURBING

GRANITE STONE

TOP OF CURB

ELEVATION

PLAN

1-⅝'' DIA. DOWEL

6'' 6''

20' +

PAY LIMIT GRANITE STONE TRANSITION CURBING SEE NOTE 2

GRANITE STONE TRANSITION CURBING

GUTTER LINE VARIES

GENERAL NOTES:

15''- 17''

4'' MAX.

3'' MIN.

8'' MINIMUM

12'' MAXIMUM

BASE

GRANULAR

NO ADJACENT ROADWAY CURBING

ADJACENT TO BRIDGE CURBING WITH

GRANITE STONE TRANSITION CURBING

DETAIL SHOWING INSTALLATION OF

GUTTER LINE ON BRIDGE

DOWELBRIDGE PARAPET

VARIES

TOP OF CURB

TRANSITION CURBING

GRANITE STONE

TRANSITION CURBING

GRANITE STONE

TOP OF CURB

BRIDGE PARAPET

TOP OF BRIDGE CURB

CURBING FOR BRIDGES

SLOPED GRANITE STONE

ELEVATION

PLAN

3''

1-⅝'' DIA. DOWEL

4"

20' +

PAY LIMIT GRANITE STONE TRANSITION CURBING SEE NOTE 2

CURBING FOR BRIDGES

SLOPED GRANITE STONE

4'' M

AX.

3'' M

IN

8'' MINIMUM

12'' MAXIMUMBASE

GRANULAR

2"

GUTTER LINE

VERTICAL CONCRETE FACE

VERTICAL CONCRETE FACE

CONCRETE STRUCTURE

6'' 6''

FINISHED GRADE

FINISHED GRADE

AT VERTICAL FACE

GRANITE STONE TRANSITION CURBING

INSTALLATION OF

TYPICAL SECTION SHOWING

GUTTER LINE VARIES

TRANSITION CURBING

GRANITE STONE

AT SLOPED GRANITE BRIDGE CURBING

GRANITE STONE TRANSITION CURBING

INSTALLATION OF

TYPICAL SECTION SHOWING

PAVEMENT

EDGE OF

PAVEMENT

EDGE OF

PAVEMENT

EDGE OF

PAVEMENT

EDGE OF

4"

8"-10''

2"

WITH NO ADJACENT ROADWAY CURBING

VERTICAL FACE CONCRET BRIDGE BUILD-OUT

ADJACENT TO VERTICAL CONCRETE BARRIER OR

GRANITE STONE TRANSITION CURBING

DETAIL SHOWING INSTALLATION OF

ON AN ANGLE TO FIT FIELD CONDITIONS

TRANSITION CURBING SHALL BE CUT

FIRST SECTION OF GRANITE STONE

ON AN ANGLE TO FIT FIELD CONDITIONS

TRANSITION CURBING SHALL BE CUT

FIRST SECTION OF GRANITE STONE

CURBING SHALL BE 2'-0" LONG.

SLOPED GRANITE STONE CURBING ON THE BRIDGE. ALL SECTIONS OF THE TRANSITION

4. GRANITE STONE TRANSITION CURBING SHALL BE INSTALLED TO MATCH THE SLOPE OF

MERRITT PARKWAY.

3. NEW INSTALLATIONS OF THIS CURBING SHALL ONLY BE ALLOWED ON THE

IT MAY BE PAID FOR, WHEN NOTED ON THE PLANS, UNDER THE ITEM "RESET CURBING".

CURBING HEIGHT TO A 4" REVEAL AT THE BRIDGE PARAPET WILL BE REQUIRED.

2. FOR NEW R-B 350 GUIDERAIL TRANSITIONS, ADJUSTMENT OF EXISTING

FOR AT THE CONTRACT UNIT PRICE FOR "GRANITE STONE TRANSITION CURBING".

1. GRANITE STONE TRANSITION CURBING (INCLUDING DOWEL) WILL BE PAID

STANDARD SHEET TITLE: STANDARD SHEET NO.:

10/22/2024

SIGNATURE BLOCK:

HW-813_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

2024-12-16T14:00:34-0500
Leo Fontaine, P.E.
2025-01-21T13:14:17-0500
Michael N. Calabrese, P.E.

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