2025-04-07 JOINT TRAINING FACILITY (002).pdf

PDF 5 MB Posted

Attached to
Design/Build New Sheriff's Joint Training Facility
Solicitation number
RFP 2024 - 015
Issued by
Clarendon County, South Carolina

About this file

This document is a design-build concept plan and specification set for the Clarendon County Sheriff's Office Joint Training Facility Firing Range Building, located in Manning, South Carolina. The project involves constructing a 1,664 square foot facility at 1 Wastewater Lane, with a proposed completion date of April 7, 2025. The design-build documents include comprehensive plans covering building concept, elevations, specifications, and erosion control strategies for the new firing range building.

The technical specifications detail critical infrastructure components, particularly the wastewater management system. The pump station will utilize duplex submersible grinder pumps with a 1-horsepower motor, operating at 230 volts, capable of maintaining a 30 gallons per minute flow rate. The wet well will be constructed from fiberglass-reinforced plastic, featuring a minimum 36-inch sump diameter. The system includes automated float switches, a 2-inch PVC force main with a 160 PSI pressure rating, and will be manufactured by Franklin Electric, Liberty Pump, or an approved equivalent manufacturer. The project also includes detailed erosion control plans with specific installation guidelines for silt fencing, seeding, and construction sequencing.

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2024-015 Sheriff Bldg FINAL.pdf PDF
DETAIL - City Sewer MH.pdf PDF

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Text version

Clarendon County Engineering

411 SUNSET DR. - MANNING, S.C. 29102

(803) 433-3256 FAX: (803) 435-2208

FIRING RANGE BUILDING

1 WASTEWATER LANE, MANNING,

CLARENDON COUNTY

SOUTH CAROLINA

APRIL 7, 2025

JOINT TRAINING FACILITY

CLARENDON COUNTY

SHERIFF'S OFFICE

DESIGN-BUILD CONCEPT PLANS

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PLAN VIEW

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BUILDING NOTES:

SECTION THRU BUILDING

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PART 1 - GENERAL

1.1 Provide all materials and installation for a complete and proper installation.

Coordinate work with City of Manning to avoid any existing utilities and make connection to manhole as required.

1.2 The grinder sewage pump station shall be designed to efficiently handle domestic wastewater and solids, utilizing duplex submersible grinder pumps with a 1-horsepower motor, operating at 230 volts, single-phase. This pump maintains a minimum flow rate of 30 gallons per minute (GPM), grinding solid waste into a fine slurry for easy transport through the force main. The semi-open impeller prevents clogging, while a stainless-steel cutting mechanism ensures reliable shredding of debris before entering the system.

1.3 The wet well shall be constructed from fiberglass-reinforced plastic (FRP), offering high corrosion resistance, structural durability, and a lightweight design for ease of installation. Fiberglass provides superior resistance to environmental degradation, making it well-suited for wastewater applications. The wet well typically includes a minimum sump diameter of 36 inches, allowing ample space for pump operation, maintenance, and solids retention.

1.4 For automated operation, the system is equipped with float switches or level sensors, ensuring seamless activation based on fluid levels. A 2-inch female pipe-thread (FPT) discharge port enables direct connection to the force main.

1.5 The 2-inch PVC force main, responsible for conveying wastewater from the pump station to the designated discharge point, is to be constructed from rigid PVC pipe, conforming to ASTM D2241 standards. The pipe shall have a minimum pressure rating of 160 PSI, ensuring durability under varying flow and pressure conditions.

Solvent-welded or gasketed joints provide flexibility, accommodating thermal expansion and contraction while maintaining a secure seal.

1.6 To facilitate identification and tracing, the PVC force main is green and clearly labeled “Sewer.” Additionally, trace wire and metallic detection tape are installed alongside the pipe, allowing maintenance personnel to accurately locate the force main when needed. Thrust restraints, such as concrete thrust blocks or restrained joints, are strategically positioned at bends and directional changes to prevent movement due to hydraulic pressure.

1.7 Pump system shall be manufactured by Franklin Electric, Liberty Pump or approved equal.

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EROSION CONTROL SYMBOL LEGEND

EROSION CONTROL PLAN

SILT FENCE DETAIL

SEEDING NOTES

EROSION CONTROL NOTES:

CONSTRUCTION SEQUENCE

GRAVEL ENTRANCE

SILT FENCE INSTALLATION DETAILS

FLAT-BOTTOM TRENCH DETAIL

V-SHAPED TRENCH DETAIL

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