Darlington County Depot Street Storm Drainage Improvements Request for Survey Quote

Location:	South Carolina
Posted:	Jan 21, 2026
Due:	Feb 5, 2026
Agency:	State of South Carolina - State Fiscal Accountability Authority(SFAA)
Type of Government:	State & Local
Category:	Z - Maintenance, Repair or Alteration of Real Property
Solicitation No:	DAR 26-1 Survey Quote
Publication URL:	To access bid details, please log in.

Ad Title:

Purchasing Agent/Entity:

Pee Dee Regional Council of Governments

Ad Publish Date:

January 21, 2026

Solicitation #:

DAR 26-1 Survey Quote

Direct Inquiries To:

Dunae Shaw

Bid/Submittal Due Date:

February 5, 2026 - 1:00pm

Buyer Phone#:

843-702-3143

Buyer Email:

DShaw@peedeecog.org

Description:

You are invited to submit a Survey Quote for DEPOT STREET IN SOCIETY HILL in Darlington County, SC which is to be surveyed for storm drainage improvements.

Full Details / Download:

https://cms7.revize.com/revize/peedee/Document_center/Engineering%20GIS/DepotStSurveyInfo.pdf?t=202601211207090

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Depot Street Storm Drainage Improvements

Society Hill, SC - DAR 26-1, SCDOT PCN #044959

REQUEST FOR SURVEY QUOTE

You are invited to submit a Survey Quote for DEPOT STREET IN SOCIETY HILL in Darlington County,

SC which is to be surveyed for storm drainage improvements. The deadline for quotes to be

received is no later than Thursday, February 5, 2026.

Deliverables shall include:

1) The digital point file using the specified key codes, plus an abbreviation description key for

other points;

2) A surface and break-lines in an AutoCAD compatible dwg file; and

3) All property identification cards, deeds and plats adjacent to the project on the east side of

both W. Depot and E. Depot Streets.

All materials must be delivered by Monday, March 16, 2026.

Unless otherwise indicated, the road needs to be surveyed in its entirety along with stormwater outfalls.

Whether indicated on sketch or not, survey needs to include at a minimum everything in the attached

specifications, plus:

• All points 30 feet off centerline of road on both sides;

• Take shots a minimum of every 50 LF on east side and every 100 LF on the west side;

• SCDOT rights-of-way should be in the survey;

• All iron pins (property corners) that can be located should be included;

• Underground and overhead utilities should be included;

• Shots should be taken a minimum of 100 lf upstream and downstream of any outfalls found;

• All culverts, swales, wood-lines, inverts, top-of-banks (TOB), edge-of-pavements, etc.

• Extra shots should be taken at vertical high and low points, horizontal points of intersection, and

horizontal radii;

• Shots should be taken 100 lf each way at every street intersection; and

• Building corners and utilities within 50 LF of the centerline should also be recorded, as well as extra

shots indicated in the sketch.

Depot Street: Beginning at Longbluff Road proceed north approximately 2,000 LF (approximately 500

LF north of the US 15 intersection)

Old Railroad Bed Ditches: (± 1,500 lf).

• On the east side of the Depot St right-of-way is an old railroad bed (heavily wooded) with

ditches on each side. Survey ditch inverts and TOB shots approximately every 400 LF for

both ditches, plus at the culvert crossing from the roadside ditch to the railroad bed ditch.

If you have any questions, please feel free to contact me at (843) 702-3143 or via email at

DShaw@peedeecog.org.

Post Office Box 5719 – Florence, South Carolina 29502

(843) 669-3138 – FAX (843) 669-0511 – www.peedeecog.org

SURVEY SPECIFICATIONS

Pee Dee Regional Council of Governments

The surveyor shall provide an electronic survey file in 1983 SC State Plane coordinates, International Foot (SC83IF)

projection in comma delimited ASCII format (PNEZD) containing for each point a:

P-Point Number

Z-Elevation

NE-Coordinates (Northing and Easting)

D-Description

Survey shots shall be taken for the entire width (30 ft left and right of centerline) and length of the project limits a

minimum of every 50 or 100 feet (as described) including but not limited to:

Centerline of Road

Concrete Drives

Top of Curb

Top of Slope

Edge of Pavement

Dirt Drives

Back of Curb

Top of Bank

Edge of Dirt Road

Back of Sidewalk

Gutter

Ground Shots

Edge of Concrete

Front of Sidewalk

Centerline Ditch/Swale

Intersection Radii

Asphalt Drives

Bottom of Curb

Toe of Slope

Shots shall be taken more often where substantial grade or alignment changes occur; such as, but not limited to street

intersections, steep slopes, etc. Survey shots shall be taken at all street intersections a minimum of 100 lf each direction.

Additional survey shots shall be taken of all stormwater outfalls (even outside the project limits) applicable to stormwater

drainage of the project area a minimum of 100 linear feet upstream and downstream including earthen flumes.

Survey shots shall be taken for all storm drainage within the project limits including, but not limited to:

Reinforced Concrete Pipe

HDPE

Drop Inlets

Corrugated Metal Pipe

Other Pipe and/or culverts

Box Culverts

PVC Pipe

Catch Basins / Junction Boxes

Headwalls

Individual sizes and materials of items shall be noted in the point’s description. Surveyor shall lift grates or manhole

covers to determine accurate inverts for all inlets and outlets.

Survey shots shall be taken for miscellaneous items that fall within the project limits such as, but not limited to:

Fencing

Houses

Retaining Walls

Buildings

Trees / Shrubbery

Headstones

Different types and sizes of fences and trees shall be noted in the descriptions.

Survey shots shall be taken for all utilities that fall within the project limits such as, but not limited to:

Telephone Pedestals

Power Poles / Utility Poles

Gas Lines

Underground Telephone

Manholes (include type – i.e. sewer,

Gas Valves

Underground Electricity

drainage, telephone, etc.)

Water Valves

Fiber Optic Cable

Cable TV

Water Meters

Fire Hydrants

Overhead Electric

Blow-offs

Luminary Poles

Guy Wires

Surveyor shall provide all property identification cards, deeds and plats adjacent to the project on the east side of both W. Depot

and E. Depot Streets. Survey shots shall be taken for all property markers and/or iron pins, found or set. Surveyor is expected to

look for iron pins using metal detector or other standard methods and uncover to provide accurate location.

Shots along platted and/or SCDOT right-of-way, where applicable, shall be recorded in the point file.

Surveyor shall use the attached key codes and shall provide a list of description codes with their corresponding definitions if

other points are used. Point descriptions for identical items shall be identical throughout the entire point file. All points shall

have correct elevations attached. No ENG (Elevation No Good) shots will be accepted. Please see the attached list of standard

key codes to be used.

Control points shall be set at each end and midway (a minimum of every 1000 linear feet) and shall be recorded in the point file.

January 21, 2026

Society Hill - Depot Street Stormwater Improvements

TAKE SHOTS EVERY 100 LF

ON THE WEST SIDE OF

W. DEPOT ST.

TAKE SHOTS EVERY 50 LF

ON THE EAST SIDE OF

W. DEPOT ST.

TAKE ALL CULVERT SHOTS IN THE

PROJECT AREA OR WITHIN 100 LF OF

THE PROJECT LIMITS, WHETHER

SHOWN OR NOT.

TAKE SHOTS EVERY

100 LF ON THE WEST

SIDE OF E. DEPOT ST.

TAKE SHOTS EVERY 50 LF ON

THE EAST SIDE OF E. DEPOT ST.

AND EVERY 300 LF ALONG OLD

RAILROAD BED.

LONG BLUFF RD (S16-696)

OUTFALL

NTS

Society Hill - Depot Street Stormwater Improvements

LONG BLUFF RD (S16-696)

NTS

This is the opportunity summary page. It provides an overview of this opportunity and a preview of the attached documentation.

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Darlington County Depot Street Storm Drainage Improvements Request for Survey Quote

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