Exhibit A _ Newton Drive Conceptual Exhibits .pdf

PDF 22 MB Posted

Attached to
2026-21 Newton Drive Storm Drainage Improvements Project
Solicitation number
PE-70750-NONST-2027-000000079
Issued by
Oconee County, Georgia

About this file

This is an Exhibit A document containing existing conditions photographs for the City of Covington's Newton Drive Storm Drainage Improvements Project located in Covington, Georgia. The exhibit provides fifteen photographs documenting current site conditions along Newton Drive NE and Elizabeth Street NE, including existing catch basins (CB-1, CB-2, CB-3, CB-4), proposed manhole conversion locations (MH-1, MH-2), drainage infrastructure (GI-1), roadway and curb conditions, sidewalk conditions, residential driveway crossings, and drainage ditch characteristics. The photographs serve as general orientation and bidder information only and do not establish exact quantities, dimensions, elevations, or construction limits. Bidders are required to inspect the site and verify all existing conditions independently. The contract solicitation requires sealed bids to be delivered to City Hall by 10:00 AM on Tuesday, October 13th, 2026, with bids to be opened at 10:15 AM. A nonmandatory pre-bid meeting is scheduled for Thursday, September 8th, 2026 at 11:00 AM at City Hall, located at 2194 Emory Street NW, Covington, GA 30014.

A 5% Bid Bond is required with all bids, and the awarded contractor must provide a Payment and Performance Bond in the amount of 100% of the contract value. The full Request for Bids and additional project information are available on the City of Covington's website at https://www.cityofcovington.org/index.php?section=business-opportunities. The City reserves the right to reject any and all bids submitted.

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Text version

EXHIBIT A4 — EXISTING CONDITIONS PHOTOGRAPHS

NEWTON DRIVE NE & ELIZABETH STREET NE — CITY OF COVINGTON

Sheet A4-1

Photo 1 — Existing CB-1

Existing catch basin CB-1 and surrounding curb and pavement conditions.

Photo 2 — Existing CB-2

Existing catch basin CB-2 and adjacent concrete sidewalk and curb conditions.

PHOTOGRAPHS ARE PROVIDED FOR GENERAL ORIENTATION AND BIDDER INFORMATION ONLY; THEY DO NOT ESTABLISH EXACT QUANTITIES, DIMENSIONS, ELEVATIONS, OR CONSTRUCTION LIMITS. BIDDERS SHALL INSPECT THE SITE AND VERIFY EXISTING CONDITIONS.

Sheet A4-2

Photo 3 — Existing CB-3

Existing catch basin CB-3 and surrounding curb and pavement conditions.

Photo 4 — Approximate CB-4 Location

Approximate concealed blind-box location near the pavement edge at the terminus of the visible transverse pavement crack.

Exact location and configuration shall be verified in the field.

PHOTOGRAPHS ARE PROVIDED FOR GENERAL ORIENTATION AND BIDDER INFORMATION ONLY; THEY DO NOT ESTABLISH EXACT QUANTITIES, DIMENSIONS, ELEVATIONS, OR CONSTRUCTION LIMITS. BIDDERS SHALL INSPECT THE SITE AND VERIFY EXISTING CONDITIONS.

Sheet A4-3

Photo 5 — Existing MH-1 Area

Radius curb and concrete drainage flume. The flume conveys runoff through a pipe connected to the concealed blind-box structure proposed for conversion to MH-1.

Photo 6 — Existing MH-2 Area

Radius curb and concrete drainage flume. The flume conveys runoff through a pipe connected to the concealed blind-box structure proposed for conversion to MH-2.

PHOTOGRAPHS ARE PROVIDED FOR GENERAL ORIENTATION AND BIDDER INFORMATION ONLY; THEY DO NOT ESTABLISH EXACT QUANTITIES, DIMENSIONS, ELEVATIONS, OR CONSTRUCTION LIMITS. BIDDERS SHALL INSPECT THE SITE AND VERIFY EXISTING CONDITIONS.

Sheet A4-4

Photo 7 — CB-4 to CB-2 Roadway Crossing

View facing south from CB-4 showing the roadway area affected by the proposed full-depth concrete roadway restoration.

Photo 8 — MH-1 to MH-2 Roadway Crossing

View facing west from MH-1 showing the roadway area affected by the proposed full-depth concrete roadway restoration.

PHOTOGRAPHS ARE PROVIDED FOR GENERAL ORIENTATION AND BIDDER INFORMATION ONLY; THEY DO NOT ESTABLISH EXACT QUANTITIES, DIMENSIONS, ELEVATIONS, OR CONSTRUCTION LIMITS. BIDDERS SHALL INSPECT THE SITE AND VERIFY EXISTING CONDITIONS.

Sheet A4-5

Photo 9 — Newton Drive Curb and Roadway Rehabilitation

View facing east from CB-4 showing existing curb and adjacent roadway conditions within the proposed rehabilitation area.

Photo 10 — Newton Drive Curb and Roadway Rehabilitation

View facing west from near MH-2 showing existing curb and adjacent roadway conditions within the proposed rehabilitation area.

PHOTOGRAPHS ARE PROVIDED FOR GENERAL ORIENTATION AND BIDDER INFORMATION ONLY; THEY DO NOT ESTABLISH EXACT QUANTITIES, DIMENSIONS, ELEVATIONS, OR CONSTRUCTION LIMITS. BIDDERS SHALL INSPECT THE SITE AND VERIFY EXISTING CONDITIONS.

Sheet A4-6

Photo 11 — Existing Sidewalk Near GI-1

View facing west from near GI-1 showing the sidewalk within the anticipated construction and restoration area.

Photo 12 — Residential Driveway South of GI-1

View facing south from near GI-1 showing the residential driveway crossed by the proposed pipe replacement.

PHOTOGRAPHS ARE PROVIDED FOR GENERAL ORIENTATION AND BIDDER INFORMATION ONLY; THEY DO NOT ESTABLISH EXACT QUANTITIES, DIMENSIONS, ELEVATIONS, OR CONSTRUCTION LIMITS. BIDDERS SHALL INSPECT THE SITE AND VERIFY EXISTING CONDITIONS.

Sheet A4-7

Photo 13 — Elizabeth Street Drainage Ditch

View facing north from near the downstream end showing the approximate ditch-regrading corridor toward Newton Drive NE.

Photo 14 — Existing Pipe Outlet

View facing north toward Newton Drive NE. Existing pipe discharges into the upper end of the Elizabeth Street drainage ditch.

PHOTOGRAPHS ARE PROVIDED FOR GENERAL ORIENTATION AND BIDDER INFORMATION ONLY; THEY DO NOT ESTABLISH EXACT QUANTITIES, DIMENSIONS, ELEVATIONS, OR CONSTRUCTION LIMITS. BIDDERS SHALL INSPECT THE SITE AND VERIFY EXISTING CONDITIONS.

Sheet A4-8

Photo 15 — Existing Downstream Pipe Inlet

Existing channel and pipe inlet conditions at the downstream end of the Elizabeth Street drainage ditch; proposed grading and riprap stabilization area.

PHOTOGRAPHS ARE PROVIDED FOR GENERAL ORIENTATION AND BIDDER INFORMATION ONLY; THEY DO NOT ESTABLISH EXACT QUANTITIES, DIMENSIONS, ELEVATIONS, OR CONSTRUCTION LIMITS. BIDDERS SHALL INSPECT THE SITE AND VERIFY EXISTING CONDITIONS.

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