6-Project Plan for Verna Hill Culvert Replacement.pdf

337 KB Posted

Attached to
Culvert Replacement - Verna Hill Road
Solicitation number
2026-12
Issued by
Fairfield County, Connecticut

About this file

Written by GovTribe AI ·

This document is a civil engineering project site plan from the Town of Fairfield's Department of Public Works for a Culvert Replacement project located at Verna Hill Road and Brown's Brook Crossing. The detailed technical drawing (CV1) shows a comprehensive site layout with topographical contour lines, proposed culvert infrastructure, and environmental impact zones. The Verna Hill Culvert Impacts Table indicates the project involves permanent stream impacts of 20.51 linear feet, permanent wetland impacts of 0.14 acres, temporary stream impacts of 40.31 linear feet, and temporary wetland impacts of 6.51 linear feet.

The drawing includes multiple technical annotations and a legend detailing property lines, centerlines, existing features, and proposed infrastructure modifications. The plan appears to be dated 6/1/2025 and is drawn at a scale of 1"=10', providing precise engineering details for the culvert replacement project. The site plan demonstrates careful consideration of environmental constraints, drainage patterns, and potential ecological impacts associated with the infrastructure upgrade at this specific location.

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Other files

File Type Posted
9-Contractors - COI Template.pdf PDF
4-Terms and Conditions.pdf PDF
7-USACE Permit Culvert Replacement - Verna Hill Road.pdf PDF
11-Proposed Detour Plan VH.pdf PDF
2-Sub-Contractor Form.pdf PDF
1-Exceptions Form.pdf PDF
10-Verna Hill Slope detail.pdf PDF
12-2026-12 ITB Culvert Replacement - Verna Hill Road.pdf PDF
3-References Form.pdf PDF
5-Local Inland Wetland Approval.pdf PDF
8-2026-12 Site Images.pdf PDF
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Town of Fairfield

Department of

Public Works

AutoCAD SHX Text REPLACE DAMAGED PIPE WITH ±24 L.F. OF 36" RCP PIPE PROPOSED INVERT 126.9' EXISTING INVERT 127.7'

AutoCAD SHX Text sf

AutoCAD SHX Text sf

AutoCAD SHX Text sf

AutoCAD SHX Text Stock-Pile

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SANDBAG COFFER DAM

AutoCAD SHX Text Post "Road Closed" Signage

AutoCAD SHX Text Post "Road Closed" Signage

AutoCAD SHX Text STABILIZE AND MANTAIN EXISTING SLOPE (see detail)

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REPAIR STONE HEADWALL WITH MORTAR

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REMOVE LEANING TREE

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RESET/RELOCATE UTILITY

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TURBIDITY CURTAIN ACROSS BROOK SPUR IF FLOWS ARE PRESENT

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REPAIR STONE HEADWALL WITH MORTAR

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AutoCAD SHX Text D

AutoCAD SHX Text Y

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WV

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AutoCAD SHX Text Gas

AutoCAD SHX Text Water

AutoCAD SHX Text edge of pavement

AutoCAD SHX Text edge of pavement

AutoCAD SHX Text edge of pavement

AutoCAD SHX Text Exposed Utility Conduit

AutoCAD SHX Text Browns Brook

AutoCAD SHX Text Browns Brook

AutoCAD SHX Text Browns Brook

AutoCAD SHX Text edge of pavement

AutoCAD SHX Text Guard Post (typ)

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AutoCAD SHX Text Verna Hill Road

AutoCAD SHX Text Hillside Road

AutoCAD SHX Text N/F Shiever & Pier 939 Hillside Road

AutoCAD SHX Text N/F Bowen 317 Verna Hill Road

AutoCAD SHX Text Flow Line 125.5'

AutoCAD SHX Text Flow Line 124.5'

AutoCAD SHX Text Browns Brook

AutoCAD SHX Text edge of pavement

AutoCAD SHX Text edge of pavement

AutoCAD SHX Text 5'x7' Stone Culvert

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CB TF=134.2'

AutoCAD SHX Text (Spur)

AutoCAD SHX Text Browns Brook

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AutoCAD SHX Text approx street line

AutoCAD SHX Text approx street line

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AutoCAD SHX Text 127.5'

AutoCAD SHX Text X

AutoCAD SHX Text 127.3'

AutoCAD SHX Text X

AutoCAD SHX Text 126.4'

AutoCAD SHX Text X

AutoCAD SHX Text 127.0'

AutoCAD SHX Text X

AutoCAD SHX Text 127.1'

AutoCAD SHX Text X

AutoCAD SHX Text 126.8'

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AREA OF TEMPORARY WETLAND DISTURBANCE 6 SF

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AREA OF TEMPORARY WATERWAY IMPACTS 42 SQUARE FEET

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AREA OF PERMANENT WATERWAY IMPACTS 20 SF (TOTAL) 4 LF AT END OF CULVERT

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OHWM

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OHWM

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OHWM

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OHWM

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OHWM

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OHWM

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OHWM

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OHWM

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OHWM

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OHWM

AutoCAD SHX Text Notes

AutoCAD SHX Text Place silt fence around any stock-pile areas, and downstream of any disturbed areas. Stabilization blanket and coir logs for erosion and stabilization. Use stockpiled rock and boulders for stabilization. All disturbed areas to be restored to pre-construction conditions. All proposed elevations and grades will be equal to existing conditions with the exception of lowering the culvert pipe per USACE. Underground utilities shown may or may not be complete. Contractor to verify all utilities prior to excavation. CBYD 800-922-4455, www.cbyd.com Unconfined in stream work not including installation and removal of cofferdams, is limited to the low flow period of July 1st to September 30th unless agencies require different resource driven time of year restrictions for in water work (not including work behind cofferdams).

AutoCAD SHX Text Sheet

AutoCAD SHX Text Scale

AutoCAD SHX Text Project

AutoCAD SHX Text Date

AutoCAD SHX Text Culvert Replacement

AutoCAD SHX Text Surveyed By:

AutoCAD SHX Text Field Book:

AutoCAD SHX Text Drawn By:

AutoCAD SHX Text Designed By:

AutoCAD SHX Text Approved By:

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SL & JC

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SL

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WH

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WH

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AutoCAD SHX Text Verna Hill Road at Brown's Brook Culvert Crossing

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MAGNETIC

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LEGEND

AutoCAD SHX Text Property Line

AutoCAD SHX Text Setback Line

AutoCAD SHX Text Chain-Link Fence

AutoCAD SHX Text Utilitiy Pole

AutoCAD SHX Text Overhead Wires

AutoCAD SHX Text Hydrant

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text Light

AutoCAD SHX Text Deciduous Tree

AutoCAD SHX Text Conifer Tree

AutoCAD SHX Text Catch Basin

AutoCAD SHX Text Sign

AutoCAD SHX Text 2 Post Sign

AutoCAD SHX Text Manhole

AutoCAD SHX Text 1 inch = ft.

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GRAPHIC SCALE

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( IN FEET )

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CV1

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AutoCAD SHX Text 1"=10'

AutoCAD SHX Text 8/5/2025

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Sheets and Views
PR367601-PR367601

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