Exhibit A - PW AND AC PLANS.pdf

PDF 9 MB Posted Aug 9, 2024

Attached to: Provide Design/Build Services for the Construction of new P. W. & A. S. Facilities
Solicitation number: 2024-004
Issued by: Clarendon County, South Carolina

About this file

Written by GovTribe AI · Apr 11, 2025

The provided file is a comprehensive set of design-build concept plans for the Clarendon County Public Works Facility and Animal Control Facility, located on US Highway 301 in Manning, South Carolina. The project involves constructing a new Public Works Facility of approximately 3,300 square feet for offices and 6,050 square feet for fleet maintenance, and an Animal Control Facility with 8,820 square feet for 40 kennels and 1,080 square feet of office space. The design-build project is scheduled for July 25, 2024, and requires turn-key architectural and engineering services, including site development, underground utilities, employee parking, perimeter fencing, clearing, grading, and paving.

The project will be constructed as a pre-engineered metal building with split-face concrete masonry unit wainscot, exterior metal panels, and a low-slope standing seam metal roof. The facilities will connect to existing on-site utilities including power, water, electric, and sewer, with propane provided by the owner for heating. The specifications outline detailed requirements for building systems, materials, plumbing, electrical, HVAC, fire protection, and safety measures. The project will be designed to comply with South Carolina Building Codes, and the design-build contractor will be responsible for obtaining all necessary permits and ensuring the facilities meet all local regulations and Americans with Disabilities Act requirements.

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Other files

File	Type	Posted
23144 Edward Wood.pdf	PDF	Aug 9, 2024
Addendum # 3 price sheet.pdf	PDF	Aug 9, 2024
Exhibit A-2 OSWW Permit and Plans Public Works.pdf	PDF	Aug 9, 2024
Exhibit A (REV) - PW AND AC PLANS - 2024 08-23.pdf	PDF	Aug 9, 2024
Exhibit G - USACE_DC_Request_Edward_Woods_Property.pdf	PDF	Aug 9, 2024
2024-004 - PW-AC RFP - Final.pdf	PDF	Aug 9, 2024
Exhibit E - Biological Evaluation Report.pdf	PDF	Aug 9, 2024
Exhibit A-1 OSWW Permit and Plans Animal Control.pdf	PDF	Aug 9, 2024
Exhibit H - USACE_DC_Letter_Edward_Wood_Property.pdf	PDF	Aug 9, 2024
ADDENDUM 2 - FINAL.pdf	PDF	Aug 9, 2024
Exhibit B - ECS Preliminary Geotech Report - Edwards Wood Property Alcolu.pdf	PDF	Aug 9, 2024
Exhibit D - Phase I ESA June 2023 Final.pdf	PDF	Aug 9, 2024
Exhibit C - Edward Wood Plat.pdf	PDF	Aug 9, 2024
Exhibit F - CRIS Draft Report.pdf	PDF	Aug 9, 2024
Pre-Bid meeting sign in sheet 2024 08-29.pdf	PDF	Aug 9, 2024
ADDENDUM # 3 - FINAL.pdf	PDF	Aug 9, 2024
ADDENDUM 1 - FINAL.pdf	PDF	Aug 9, 2024
Addendum # 4 - Final.pdf	PDF	Aug 9, 2024

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Clarendon County Engineering

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

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

ANIMAL CONTROL FACILITY

US HWY 301 - MANNING

CLARENDON COUNTY

SOUTH CAROLINA

JULY 25, 2024

DESIGN-BUILD CONCEPT PLANS

CLARENDON COUNTY

PUBLIC WORKS FACILITY AND

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KEY NOTES:

1. RELOCATE EXISTING LIFT FROM EXISTING SHOP.

POWER FROM OVERHEAD 30 AMP, 1P

2. NEW ROTARY LIFT 14,000 LB 4 POST LIFT WITH

ROLLING JACKS, MODEL SM014N100YBL POWER FROM

OVERHEAD, OFCI

3. 7.5 HP AIR COMPRESSOR, 2 STAGE, INDUSTRIAL.

HARD LINE PIPING TO REEL DROPS AND WALL

OUTLETS.

4. TILT BACK ACCU-TURN TIRE CHANGER, OFCI.

5. WORK BENCH HMK GW00550150, OFCI

6. PART SHELVES H-1527, OFCI

7. TIRE RACK H-4882, OFCI

8. WELDER RECEPTACLE, 208 VOLT

9. 120 VOLT WALL MOUNTED RECEPTACLE

10. 120 VOLT CORD SUPPLIED RECEPTACLE FROM

OVERHEAD

11. COIL SUPPLIED AIR OUTLET FROM OVERHEAD

12. WATER OUTLET SUPPLIED FROM OVERHEAD

13. AIR OUTLET WALL MOUNTED

14. WATER FOUNTAINS

15. COUNTER AREA WITH CABINETS ABOVE AND IN

COUNTER SINK. PROVIDE SPACE AND OUTLET FOR

REFRIGERATOR PROVIDED BY OWNER.

16. PACKAGED SHOWER ENCLOSURE.

17. DEEP UTILITY SINK WITH SHELF AND WALL

PROTECTION PANELS.

18. OUTDOOR FREEZE PROOF WALL HYDRANT.

19. EXHAUST HOSE REEL, WALL OR CEILING MOUNT.

20. UNDER COUNTER ICE MAKER

21. HEAT PUMP OUTSIDE UNIT LOCATIONS.

22. 1,000 LB MANUAL LIFT ON MEZZANINE.

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PUBLIC WORKS / FLEET MAINTENANCE

Scope:

The project is to be Turn-key, Design-Build. Contractor is to provide architectural and engineering services as required for plans preparation and permitting. Wastewater pump station located on site is to be designed and bid under separate contract by Owner. All work is to conform to applicable building codes and local regulations. Refer to Request for Proposal documents for other requirements.

Function:

The New Clarendon County Public Works Facility Building will provide approximately 3,300 square feet of space for public works offices and approximately 6,050 square feet of ground floor space plus mezzanine and outside shed area for Fleet Maintenance service/repair and office support space. Mezzanine is to be designed for equipment storage, electrical components, archival space, etc.

Building Systems and Material Selections:

Interior and exterior materials, systems and finishes shall be selected based on durability, ease of maintenance, cost effectiveness and compatibility. The Building shall be constructed as a

Pre-engineered Metal Building 4'-0” split face concrete masonry unit (CMU) wainscot, exterior metal building panels with exposed fasteners, and low slope standing seam metal roof with concealed fasteners. Roof drainage system includes gutter and downspouts tied in the underground drainage system. Owner shall select all colors and finishes. Office ceiling areas to be acoustical suspended ceilings unless shown otherwise.

Furniture & Finishes:

The Owner intends to purchase and install the furniture and equipment package under separate scope. The DB (Design Build Contractor) shall work with the Owner to determine related project requirements, including power & data needs. OFOI designates Owner Furnished, Owner Installed.

OFCI designates Owner Furnished Contractor Installed. Contractor to furnish and install where not shown otherwise.

Safety and Security:

Active security measures, including fencing, gates, security cameras, electronic access control, and site lighting are included. Provisions for maintaining a secured site during construction must be considered, including coordination with any concurrent construction activity occurring elsewhere on site (by Others). Verify needs with Owner during Design Phase.

Project Location:

Access to Fleet Maintenance facility is from US Hwy 301 just north of June Burn Road, north of

Manning, SC. Site development includes underground utilities, employee parking, perimeter fencing, clearing & grading and paving as shown on conceptual plans that are part of this RFP.

Utilities:

The New Public Works Facility Building shall tie into existing utilities on-site including power, water, electric, sewer and storm water. Gas for heating, etc. shall be propane provided by Owner.

Soils

Refer to Report of Preliminary Geotechnical Exploration and Engineering Analysis Services by ECS

Southeast, LLP for Edwards Woods Property for soil boring locations and conditions. This is included in RFP.

Demolition

A limited amount of site demolition may be required to construct the project. Refer to conceptual site plan and visit site to verify.

Clearing and Grubbing:

Clear and grub all trees and vegetation necessary for construction while saving as many trees as possible. Laydown area to be determined during pre-construction conference.

Design Load Capacities:

Design the structure for applicable loads (dead, live, wind, snow, seismic, etc.) in accordance with the South Carolina Building Codes and other applicable codes. Soil loads and resistance shall be based on the Geotechnical soil investigation results.

Codes and Standards:

The applicable provisions of the following standards shall govern this work. All work shall be installed in strict accordance with the latest edition of all applicable codes including (but not limited to) the following codes and standards. South Carolina Building and Plumbing Codes, International Fuel Gas Code, and American's with Disabilities Act.

Domestic Cold Water:

A new domestic water service shall be extended from the existing site domestic water line.

Before entering the building, there shall be a reduced pressure zone backflow preventer, to protect the water service. The water piping shall be extended throughout the building to serve multiple restroom facilities, sinks, and supply for the domestic hot water system. Piping material for all domestic water systems shall be copper type “L” piping for above ground piping, and

Copper type “K” piping for below ground piping. All domestic water piping shall be insulated.

Domestic Hot Water:

A new domestic hot water system shall be provided to serve the restroom lavatories and various sinks. 140 F hot water piping shall be provided to mop sinks, and any other fixtures used for office cleaning. At all breakroom sinks and lavatories, a mixing valve shall be provided to mix hot water down to 105 F. The water heater type shall be Commercial Tankless gas fired.

Emergency Eye Wash Equipment:

Where materials harmful to personnel are handled or stored, emergency fixtures shall be provided within 10 seconds travel time, or approximately 55 feet. These fixtures shall be provided with tempered water that is 80 °F. All emergency fixtures shall be installed with a floor drain underneath. Assume 2 locations.

Sanitary Drainage:

A new sanitary drainage system shall be provided. All restrooms, sinks, floor drains, etc., shall discharge into this system, unless otherwise noted. Floor drains with trap primers shall be provided throughout the building in rooms such as restrooms, mechanical rooms, and other areas, as required. Piping material is to be schedule 40 PVC and fittings with socket type connections.

Oil Water Separators:

Waste water from trench drains located in areas where vehicles are washed or serviced is required to be piped through an oil interceptor before entering the building drainage system.

These interceptors shall be gravity type oil interceptors with grit chamber and shall be sized per prevailing code requirements.

Storm Drainage:

Provide gutters and downspouts from roof. All downspouts shall be tied into the underground storm drainage system.

Compressed Air System:

Provide a compressed air system and extend piping to all equipment and hose reels as required.

Air source shall be 7.5 HP, 2 stage industrial air compressor.

Design system at 150 psi. Provide minimum 2” loop encircling areas that have compressed air equipment and hose reels. See Conceptual Plans. Provide minimum ¾" drop to hose reels and equipment, or larger if required. Air compressor shall have air dryer, and air drops shall have a drip leg before equipment connections with shut off valve to drain water out of the piping system.

Compressed air piping shall be schedule 40 black iron steel with threaded malleable black iron fittings.

Plumbing Fixtures:

Fixtures to be provided in the restrooms include:

Water closets

Urinals

Wall hung style lavatories, or lavatories set in a countertop.

Hose bibs for cleaning

Other fixtures to be provided include but are not limited to:

Mop sinks where shown.

Sinks in kitchen/breakroom areas

Supply boxes and floor drains with trap primers for refrigerators, ice machines, coffee makers, and other miscellaneous countertop fixtures.

Faucets and flush valves in the restrooms shall be sensor type, hardwired.

Domestic cold-water connections with inline backflow prevention and floor drains shall be provided for ice machines, refrigerators, coffee makers, and water coolers.

All plumbing fixtures shall be provided with necessary shut off valves and angle stops. All public restroom and kitchen/breakroom fixtures shall be ADA compliant.

Communications/Telephone/Internet

Provide cable service conduit to electrical room and provide equipment mounting backboard and power supply. Provide cabling and jacks to each office and related spaces for internet and telephone connections. Coordinate with Owner and service provider for locations and equipment requirements.

Lighting and Luminaires:

Provide LED commercial grade lighting in all areas, indoor and out. Exterior parking lot fixtures will be OFOI. Comply with applicable building and energy codes, with industry standards and with Illuminating Engineering Society of North America (IESNA) standards and recommendations.

Lighting Controls:

Comply with prevailing building and energy codes as a minimum baseline for lighting controls.

This shall include use of occupancy and vacancy sensors wherever required by code(s) and wherever practical indoors. Provide photocell and time-based control for outdoor lighting.

Additionally, provide dimming and manual controls as needed to accommodate operational needs.

Emergency Power and Egress Lighting:

Provide emergency power to fire alarm system. Provide code-compliant emergency egress lighting. Coordinate whole building back-up generator and ATS needs with Owner during

Design Development Phase. Owner to provide generator and ATS.

Power Distribution:

Serve the building from pad-mounted utility transformer, rated 480Y/277V, 3-phase, 4-wire secondary. Provide service entrance switchboard with a single main service disconnect breaker and with fully rated load-side bussing configured for future extension. Provide panelboards (480Y/277V and 208Y/120V via dry-type step-down transformers) for each branch of power, located in the buildings as feasible to serve loads with minimal voltage drop.

Provide at least 25% spare load capacity in switchboard and in each panelboard. Provide at least 30% spare pole space in each panelboard. Provide Surge Protection Devices (SPDs) at the service entrance switchboard and at downstream panelboards.

Equipment:

Provide electrical power and control work for all equipment, devices, appliances, etc. and of all trades as required to render all fully operational. This includes equipment, etc. furnished by

Owner and that furnished/installed under general trades, fire protection, plumbing, mechanical/HVAC, and technology.

Raceways, Wires and Cables:

Electric Metallic Tubing (EMT): Feeders (and large branch circuits) - Concealed Indoor.

Intermediate Metal Conduit (IMC): Exposed Outdoor and Exposed Indoor (if subject to physical damage from mobile equipment).

Rigid Nonmetallic Conduit (Schedule 40 PVC): Exterior Underground and Below Slabs.

Flexible Conduit: Where required and permitted for lighting luminaire connections (generally 6 feet or less).

Liquid Tight Flexible Conduit: At connections to vibrating equipment such as motors and transformers.

Conductors: Aluminum may be used for feeders rated 100 amps and larger, copper to be used for all other applications.

Type MC Cables: Small branch circuit work throughout buildings where concealed in wall or ceiling cavities, and luminaire whips.

Type SO or SJO Cables: Specialty applications only, for certain lighting luminaires or cord drop/reel-cord receptacles.

Conductor Sizes: All branch and feeder circuit conductors shall be sized as per NEC. Minimum conductor size for any circuit shall be #12 AWG. Provide Type XHHW-2 conductor insulation in wet locations and below grade/slab.

Wiring Devices:

Provide Specification Grade devices. Provide tamper-resistant receptacles in areas as/if required by NEC. Provide ground fault circuit interrupter (GFCI) receptacles at locations as required by NEC (or GFCI branch breakers for applications where the receptacles would not be readily accessible).

Heating and Air Conditioning Design Criterion:

The building shall be designed in accordance with typical outdoor air conditions for the project area. The building shall be designed in accordance for typical indoor conditions. Provide heating only for Garage Bays and Mezzanine Area.

Codes and Standards:

All work shall be designed in accordance with the prevailing codes and standards including the following:

South Carolina Building Code

South Carolina Mechanical Code

American Society for Test Materials (ASTM);

National Fire Protection Association (NFPA);

Underwriters Laboratories (UL);

American Gas Association (AGA);

National Sanitation Foundation (NSF).

Sheet Metal & Air Conditioning Contractors National Association (SMACNA).

American National Standards Institute (ANSI)

Building Code Seismic Relative Displacement Requirements.

Air Conditioning:

Air conditioning for the office area spaces shall be provided using a grade mounted DOAS unit for ventilation and a VRF split system with heat recovery for conditioning and zoning. Provide appropriate diffusers and returns.

The fleet maintenance bays shall be heated using gas fired unit heaters and high-volume low speed fans will provide mixing. Ventilation shall be provided using a CO/NO2 detection system and roof mounted exhaust fans. Exhaust and make-up air shall be provided at a rate of 0.75 cfm per square foot or per code. Maintenance bays will also have six dedicated point of use vehicle exhaust systems.

Ductwork:

All ductwork shall be Pittsburgh Construction with a minimum thickness of 24 gauge. All low pressure supply, return, outside air, relief and exhaust ductwork shall be sized at .08"/100 feet.

Shop fabricate ductwork of gages and reinforcement complying with SMACNA "HVAC Duct

Construction Standards". Maximum length of Flex Duct equals five (5) feet per diffuser.

Exposed ductwork shall be spiral or oval.

Ductwork insulation:

Flexible Fiberglass Ductwork Insulation: Glass fibers bonded with a thermosetting resin.

Comply with ASTM C 553, Type II, without facing and with vapor barrier all-service jacket manufactured from kraft paper, reinforcing scrim, aluminum foil, and vinyl film. All insulation to be formaldehyde free. Externally wrapped flexible fiberglass to be 1-1/2” thick. Internally lined flexible fiberglass to be 1” thick (return ductwork only).

FIRE ALARM SYSTEM

Summary:

Provide complete automatic fire detection and alarm system including control panel, booster panels, detectors, remote annunciators, manual pull stations, audio/visual alarm devices, wiring, components, relays, appurtenances and accessories. Provide voice/speaker feature for audible aspect of alarm notification devices.

FIRE PROTECTION

Summary:

Provide a wet pipe sprinkler system throughout the entire building. Design and installation shall be per current code adopted NFPA-13 and all state and local codes. All work shall be completed by a state licensed fire protection contractor.

Pipe and Fittings Material:

Pipe shall be black steel. Sizes 2” and smaller shall be schedule 40 with cast iron thread pattern fittings. Sizes larger than 2” can be schedule 10 with roll grooved ends and grooved couplings.

Welded outlets are permitted.

Sprinklers:

Factory brass finish in all area without ceilings. Areas with ceilings shall be concealer style with flat white cover plates. Sprinklers in all ceiling areas shall be placed at the center or quarter points of ceiling tiles and sprinklers in hard ceilings shall be symmetrically spaced with all ceiling elements whenever possible. Where required by code, provide quick response type.

Hangers:

Provide hangers and fasteners per NFPA-13, including all earthquake bracing.

Items not Specifically Called Out

Provide all building items of high quality, heavy duty, suitable for use where not specifically shown or listed to provide a complete commercial building system.

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SP100 24-304-2-CM-0 GENERAL NOTES & DESIGN CRITERIA

SP200 24-304-2-CM-1 OVERALL SEPTIC LAYOUT

SP201 24-304-2-CM-2 DETAILED SEPTIC PLAN

SP300 24-304-2-CM-3 SEPTIC SYSTEM SECTION

SP400 24-304-2-CM-4 SEPTIC TANK SECTION & DETAILS

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AutoCAD SHX Text GENERAL NOTES: : 1. THESE DRAWINGS INDICATE A GENERAL SCOPE OF WORK AND MAY NOT DESCRIBE THE ENTIRE EXTENT OF WORK REQUIRED FOR THESE DRAWINGS INDICATE A GENERAL SCOPE OF WORK AND MAY NOT DESCRIBE THE ENTIRE EXTENT OF WORK REQUIRED FOR PROJECT COMPLETION. CONTRACTOR AND OWNER ARE RESPONSIBLE FOR ALL LABOR, MATERIALS, SUPERVISION, UNSPECIFIED MATERIAL SELECTION, ADHERENCE TO SCDHEC AND LOCAL STANDARDS, AND QUALITY CONTROL. 2. CONSTRUCTION SHALL CONFORM TO SCDHEC SPECIFICATIONS CONSTRUCTION SHALL CONFORM TO SCDHEC SPECIFICATIONS 3. CONSTRUCTION SHALL BE PERFORMED BY A LICENSED TIER III SEPTIC INSTALLATION CONTRACTOR CONSTRUCTION SHALL BE PERFORMED BY A LICENSED TIER III SEPTIC INSTALLATION CONTRACTOR 4. ALL ELECTRICAL AND PLUMBING WORK SHALL BE PERFORMED BY LICENSED CONTRACTORS ALL ELECTRICAL AND PLUMBING WORK SHALL BE PERFORMED BY LICENSED CONTRACTORS 5. INSTALLATION OF DRAINAGE SWALES, DITCHES, DIVERSION DRAINS, OR RAIN GUTTERS MAY BE REQUIRED TO DIVERT OR INTERCEPT INSTALLATION OF DRAINAGE SWALES, DITCHES, DIVERSION DRAINS, OR RAIN GUTTERS MAY BE REQUIRED TO DIVERT OR INTERCEPT WATER AWAY FROM THE ONSITE WASTEWATER SYSTEM LOCATION. THE SEPTIC TANK(S) AND TILE FIELD AREA SHALL BE BACKFILLED AND SHAPED TO PROMOTE POSITIVE DRAINAGE. 6. TRENCH SUB-GRADE SHALL BE LEVEL ALONG ITS LENGTH. TRENCH SUB-GRADE SHALL BE LEVEL ALONG ITS LENGTH. 7. USDA NRCS CLASS I FILL SAND (LESS THAN 10% FINES) SHALL BE USED TO FILL CUT AND AREA SURROUNDING TRENCHES. USDA NRCS CLASS I FILL SAND (LESS THAN 10% FINES) SHALL BE USED TO FILL CUT AND AREA SURROUNDING TRENCHES. 8. TRENCH AGGREGATE SHALL BE GRANITE OR APPROVED ALTERNATE TO MEET SCDHEC SPECIFICATIONS. TRENCH AGGREGATE SHALL BE GRANITE OR APPROVED ALTERNATE TO MEET SCDHEC SPECIFICATIONS. 9. BASE OF TRENCH TO MAINTAIN 6" MINIMUM OFFSET FROM ZOS/SHWT. BASE OF TRENCH TO MAINTAIN 6" MINIMUM OFFSET FROM ZOS/SHWT. 10. WELL SYSTEMS, IF REQUIRED, SHALL BE INSTALLED MINIMUM OF 75' FROM SEPTIC SYSTEM WELL SYSTEMS, IF REQUIRED, SHALL BE INSTALLED MINIMUM OF 75' FROM SEPTIC SYSTEM 11. THE PROPOSED SEPTIC SYSTEM, INSTALLED PER ENCLOSED DESIGN AND OWNER/SOIL CLASSIFIER'S PROVIDED LOCATION, IS NOT THE PROPOSED SEPTIC SYSTEM, INSTALLED PER ENCLOSED DESIGN AND OWNER/SOIL CLASSIFIER'S PROVIDED LOCATION, IS NOT BEING INSTALLED IN WETLANDS. OWNER/CONTRACTOR SHALL NOTIFY ENGINEER OF ANY CHANGE IN SITE CONDITIONS. 12. UPON COMPLETION OF CONSTRUCTION AN AS-BUILT, CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER, MUST BE SUBMITTED UPON COMPLETION OF CONSTRUCTION AN AS-BUILT, CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER, MUST BE SUBMITTED TO SCDHEC. 13. CONSTRUCTION SHALL BE OBSERVED BY A REGISTERED PROFESSIONAL ENGINEER.CONSTRUCTION SHALL BE OBSERVED BY A REGISTERED PROFESSIONAL ENGINEER.

AutoCAD SHX Text PROJECT OVERVIEW: : THE PROPOSED SANITARY SEWER FOR THE SUBJECT PUBLIC WORKS AND MAINTENANCE FACILITY WILL GRAVITY FLOW TO A NEW 1,000 GALLON SEPTIC TANK THAT WILL GRAVITY FLOW TO A NEW 1,000 PUMP TANK. EFFLUENT FROM THE PUMP TANK WILL BE PUMPED AND DISCHARGED TO THE ENGINEERED SEPTIC SYSTEM TO BE INSTALLED EAST OF THE PROPOSED STRUCTURE AND TANK LOCATION, PER THE ENCLOSED PLANS. REPAIR AREA WILL BE TO THE SOUTH OF THE PROPOSED DRAIN FIELD LOCATION. THIS SPECIALIZED SYSTEM HAS BEEN DESIGNED FOR AN LTAR OF 0.5, RELYING ON THE PROVIDED SOILS REPORT TITLED "RODGERS-24-304 HWY 301-LOT 1" BY MR. TYLER SGRO DATED JUNE 18, 2024. THE SYSTEM, INSTALLED PER THE ENCLOSED DESIGN, WILL FUNCTION AS INTENDED AND MEET OR EXCEED ALL REQUIREMENTS OF SCDHEC REGULATION 61-56, STANDARD 610.

AutoCAD SHX Text OPERATION & MAINTENANCE: : SEPTIC TANK: THE SEPTIC TANK SHALL BE PUMPED AT LEAST TWICE EVERY YEAR BY A LICENSED SEPTIC CONTRACTOR. PUMPING : THE SEPTIC TANK SHALL BE PUMPED AT LEAST TWICE EVERY YEAR BY A LICENSED SEPTIC CONTRACTOR. PUMPING SCHEDULE MAY BE ADJUSTED BASED UPON SITE SPECIFIC CONDITIONS. PUMPING IS NECESSARY WHEN SOLIDS ARE OBSERVED BETWEEN ONE-THIRD AND ONE-HALF THE HEIGHT OF THE TANK. SEPTIC CONTRACTOR SHALL BE CONTACTED TO INSPECT THE SOLIDS LEVEL AND PUMP SOLIDS. INSPECTOR SHALL NOTE THE FOLLOWING AND RECOMMEND PUMPING WHEN THE THE BOTTOM OF THE SCUM LAYER IS WITHIN 6 INCHES OF THE OUTLET TEE AND/OR WHEN THE TOP OF THE SLUDGE LAYER IS WITHIN 12 INCHES OF THE OUTLET TEE. DRAIN FIELD: DRAIN FIELD SHALL BE INSPECTED ONCE EVERY 6 MONTHS FOR AT LEAST THE FIRST YEAR OF OPERATION BY A : DRAIN FIELD SHALL BE INSPECTED ONCE EVERY 6 MONTHS FOR AT LEAST THE FIRST YEAR OF OPERATION BY A LICENSED SEPTIC CONTRACTOR TO ENSURE IT IS FUNCTIONING ADEQUATELY. THE INSPECTION SCHEDULE CAN BE ADJUSTED BY THE LICENSED CONTRACTOR AFTER THE FIRST YEAR, DEPENDENT UPON SITE SPECIFIC CONDITIONS. PUMP: PUMP SYSTEM SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS AND SHALL BE : PUMP SYSTEM SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS AND SHALL BE SERVICED AS NEEDED DURING THE LIFE OF THE PUMP. PUMPS ARE DESIGNED WITH A 7-10 YEAR LIFE SPAN, DEPENDENT UPON SITE SPECIFIC CONDITIONS, REPLACE AS NECESSARY (BY A QUALIFIED SEPTIC CONTRACTOR). *ALL INSPECTION AND PUMPING RECORDS SHALL BE MAINTAINED ON SITE BY THE OWNER.

AutoCAD SHX Text DESIGN SUMMARY: : LTAR= 0.5 PER SOIL CLASSIFICATION REPORT BY MR. TYLER SGRO DATED JUNE 18, 2024. ZONE OF SATURATION= 11" ESTIMATED FLOWRATE= 125 GPD - 5 FULL TIME EMPLOYEES @ 15 GAL/DAY/EMPLOYEE REF. R61-56, SECT. 501 @ 15 GAL/DAY/EMPLOYEE REF. R61-56, SECT. 501 15 GAL/DAY/EMPLOYEE REF. R61-56, SECT. 501 - 5 TRANSIENT EMPLOYEES @ 10 GAL/DAY/EMPLOYEE REF. R61-56 SECT. 501 @ 10 GAL/DAY/EMPLOYEE REF. R61-56 SECT. 501 10 GAL/DAY/EMPLOYEE REF. R61-56 SECT. 501 DESIGN FLOWRATE= 125 GPD TOTAL TRENCH WIDTH= 10 FT (EA.) AGGREGATE DEPTH AND TYPE= 9" GRANITE AGGREGATE OR ENGINEER APPROVED ALTERNATE PER SCDHEC SPECIFICATIONS TOTAL MIN. REQUIRED SYSTEM LENGTH= 43 LF DESIGN SYSTEM LENGTH= (1) TRENCH AT 45 LF (2) EA. 4" DIAMETER PERFORATED DRAIN TILE PIPES TYPICAL EACH TRENCH PER SCDHEC SPECS (NO SLOTTED PIPE) SEPTIC TANK SELECTION= (1) 1,000 GALLON KNIGHTS SEPTIC TANK OR APPROVED EQUAL. CONTRACTOR SHALL SUBMIT ALTERNATE SPECIFICATION FOR ENGINEER APPROVAL IF DESIRED. PUMP CHAMBER SELECTION= (1) 1,000 GALLON KNIGHTS SEPTIC TANK OR APPROVED EQUAL. CONTRACTOR PROPOSED ALTERNATIVES SHALL BE SUBMITTED TO ENGINEER FOR REVIEW AND APPROVAL. PUMP SELECTION= INSTALL A MIN. H.P. ZOELLER MODEL M53/M55 SIMPLEX SYSTEM OR APPROVED EQUAL. CONTRACTOR 13 H.P. ZOELLER MODEL M53/M55 SIMPLEX SYSTEM OR APPROVED EQUAL. CONTRACTOR PROPOSED ALTERNATIVES SHALL BE SUBMITTED TO ENGINEER FOR REVIEW AND APPROVAL. INSTALL PER MANUFACTURER SPECIFICATIONS. FORCEMAIN SHALL INCLUDE FLOW METER AND BE MONITORED AND RECORDED ONCE PER MONTH. FORCEMAIN SHALL INCLUDE FLOW METER AND BE MONITORED AND RECORDED ONCE PER MONTH.

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DES. ENG.

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DES. ENG.

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PROJ. NO.

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SHEET

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DWG. NO.

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CALEB P. RODGERS, P.E.

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GENERAL NOTES & DESIGN CRITERIA

AutoCAD SHX Text PROJECT NAME: CLARENDON CO. PUBLIC WORKS SEPTIC PROJECT LOCATION: US HWY 301 US HWY 301 ALCOLU, SC 29102 CLARENDON COUNTY, SC TMS: 185-00-03-017-00 WATER SUPPLY: PUBLIC WATER

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24-304-2-CM-0

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24-304-CM

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CLARENDON COUNTY PUBLIC WORKS - SEPTIC

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RELEASED FOR PERMIT

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CPR

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SHEET LIST TABLE

AutoCAD SHX Text **INSTALLER MUST BE LICENSED TIER 3 INSTALLER AND CONTACT ONSITE SEPTIC ENGINEERING 5 DAYS PRIOR TO INSTALL TO SCHEDULE PRE-CONSTRUCTION MEETING AND CONSTRUCTION OBSERVATIONS PRIOR TO INSTALLATION**

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CLIENT: : MR. WILLIAM "BILLY" TIMMONS, P.E. BTIMMONS@CLARENDONCOUNTYGOV.ORG

AutoCAD SHX Text COPYRIGHT © CPR ENGINEERING SOLUTIONS, LLC - PO BOX 67 PINOPOLIS, SC 29469 - THIS DRAWING SHALL NOT BE REPRODUCED IN ANY MANNER OR USED FOR ANY PURPOSE WITHOUT WRITTEN PERMISSIONCPR ENGINEERING SOLUTIONS, LLC - PO BOX 67 PINOPOLIS, SC 29469 - THIS DRAWING SHALL NOT BE REPRODUCED IN ANY MANNER OR USED FOR ANY PURPOSE WITHOUT WRITTEN PERMISSION- PO BOX 67 PINOPOLIS, SC 29469 - THIS DRAWING SHALL NOT BE REPRODUCED IN ANY MANNER OR USED FOR ANY PURPOSE WITHOUT WRITTEN PERMISSIONPO BOX 67 PINOPOLIS, SC 29469 - THIS DRAWING SHALL NOT BE REPRODUCED IN ANY MANNER OR USED FOR ANY PURPOSE WITHOUT WRITTEN PERMISSION- THIS DRAWING SHALL NOT BE REPRODUCED IN ANY MANNER OR USED FOR ANY PURPOSE WITHOUT WRITTEN PERMISSIONTHIS DRAWING SHALL NOT BE REPRODUCED IN ANY MANNER OR USED FOR ANY PURPOSE WITHOUT WRITTEN PERMISSION

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PROPOSED PUBLIC WORKS & MAINTENANCE FACILITY

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JUNE BURN RD

AutoCAD SHX Text 07/23/2024

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SUMTER HWY

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SUMTER HWY

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PLOWDEN MILL RD

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HWY 301

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HWY 301

ALDERMAN CAMP RD

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PROFESSIONAL ENG

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CALEB P. RODGERS

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TM# 185-00-03-026-00

DEBORAH P. SPIGNER

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OVERALL SEPTIC LAYOUT

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DENOTES SOIL BORING LOCATION

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CPR

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GRAPHIC SCALE

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PROPOSED OFFICE/ MAINTENANCE FACILITY

AutoCAD SHX Text **INSTALLER MUST BE LICENSED TIER 3 SEPTIC INSTALLER AND CONTACT ONSITE SEPTIC ENGINEERING 5 DAYS PRIOR TO INSTALLATION TO SCHEDULE PRE-CONSTRUCTION MEETING AND CONSTRUCTION OBSERVATIONS PRIOR TO INSTALLATION**

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TCB

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SEPTIC DETAIL REF. SP201

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RELEASED FOR PERMIT

AutoCAD SHX Text SITE PLAN NOTES: 1. REFERENCES SOILS REPORT BY MR. TYLER SGRO DATED JUNE 18, 2024. REFERENCES SOILS REPORT BY MR. TYLER SGRO DATED JUNE 18, 2024. 2. REFERENCES SURVEY AND GRADING PLANS BY CLARENDON COUNTY ENGINEERING REFERENCES SURVEY AND GRADING PLANS BY CLARENDON COUNTY ENGINEERING DATED APRIL 12, 2024. 3. SEE SOIL BORING LOCATION MAP ON REFERENCED SOILS REPORT TO VERIFY SEE SOIL BORING LOCATION MAP ON REFERENCED SOILS REPORT TO VERIFY SYSTEM LOCATION PRIOR TO CONSTRUCTION.. 4. FOR SEPTIC INSTALLATION DETAIL ONLY, NOT INTENDED TO BE A CIVIL GRADING FOR SEPTIC INSTALLATION DETAIL ONLY, NOT INTENDED TO BE A CIVIL GRADING PLAN OR BUILDING SITE PLAN.

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PROPERTY LINE

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PROPOSED DRAIN FIELD & REPAIR AREA

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24-304-CM

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DITCH ALONG PROPERTY LINE

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25FT STORM INLET SETBACK

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75FT WET POND SETBACK

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24-304-2-CM-1

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CLARENDON COUNTY PUBLIC WORKS - SEPTIC

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25FT STORM INLET SETBACK

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15FT STORM PIPE SETBACK

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DETAILED SEPTIC PLAN

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(2) 4" DIA. DRAIN TILE PIPES EVENLY SPACED CONNECTED WITH 3" MIN CENTER HEADER

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50% REPAIR AREA

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TCB

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DENOTES SOIL BORING LOCATION

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1-1/2" DIA. SCH. 40 PVC FORCE MAIN TO 3" PVC DRAIN FIELD HEADER

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NEW 1,000 GALLON PUMP TANK

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SEPTIC ALARM/ CONTROL PANEL

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25FT STORM DRAIN INLET OFFSET (TYP)

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NEW 1,000 GALLON SEPTIC TANK

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FLOW METER

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24-304-2-CM-2

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CLARENDON COUNTY PUBLIC WORKS - SEPTIC

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OIL WATER SEPARATOR BY MEP FOR SHOP FLOOR DRAIN PRIOR TO ENTERING SEPTIC

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APPROXIMATE LIMITS OF DISTURBANCE

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4:1 TAPER SLOPE

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AutoCAD SHX Text *ELEVATION NOTE: ALL ELEVATIONS ARE BASED ON GRADING ALL ELEVATIONS ARE BASED ON GRADING PLANS PROVIDED BY CLARENDON COUNTY AND ARE FOR ILLUSTRATIVE PURPOSES ONLY. CONTRACTOR TO FIELD VERIFY CONSTRUCTION ELEVATIONS AND MAINTAIN OFFSETS FROM ZONE OF SATURATION AND CUT DEPTHS SHOWN HEREIN.

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4" PVC OR HDPEDRAIN TILE PIPE TYP. LENGTH OF TRENCH

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CLASS II/III FILL

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CLASS II/III FILL

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EXISTING SOILS SEE DESIGN SUMMARY

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*EXISTING GRADE=92.0'

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COVER AGGREGATE WITH LAYER OF FILTER FABRIC TYP. LIMITS OF TRENCH

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*BOTTOM TRENCH EL=91.6' MAX DEPTH=5"

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*TOP FILL CAP=93.4' (+16")

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ENSURE FILL CAP IS CROWNED FOR POSITIVE DRAINAGE

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11" CLASS I FILL

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IMMEDIATELY ESTABLISH VEGETATIVE COVER UPON FINISH GRADING

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OBSERVED ZONE OF SATURATION/ SHWT EL=91.1'

AutoCAD SHX Text CUT 16" TO REMOVE EXISTING FILL AND TOP SOIL/"A" SOIL HORIZON AND PLACE 11" OF CLASS I FILL TO MAINTAIN 6" MIN OFFSET FROM ZOS. LEVEL BOTTOM OF TRENCH

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SEPTIC SYSTEM SECTION

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DRAIN FIELD SECTION B-B SCALE N.T.S

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24-304-CM

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24-304-2-CM-3

CLARENDON COUNTY PUBLIC WORKS - SEPTIC

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RISERS CAN BE EPOXIED OR CAST IN PLACE

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ALL WORK IN ACCORDANCE WITH NEC

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AND ANY OTHER STATE OR LOCAL CODES

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3" MIN.

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SLUDGE LAYER

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CLEAR EFFLUENT

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STANDARD 4" INLET

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TEE OR BAFFLE

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TYPICAL 1000 GAL TANK LENGTH PER MANUFACTURER

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TO BELOW GRADE

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3/4 INCH ELECTRICAL CONDUIT

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(MOUNTED ON STRUCTURE)

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INDOOR/OUTDOOR ALARM

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4" MIN.

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14" MAX.

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ZOELLER

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RISERS FOR DRAINAGE

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LIQUID DEPTH

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1000 GALLON PUMP CHAMBER PER MANUFACTURER SPECIFICATIONS

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STANDARD 4" SANITARY TEE

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INLET LEVEL

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WEEP

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HOLE

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ALARM

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WATER LEVEL

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EFFLUENT

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SECURE CORD TO

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DISCHARGE PIPE

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CHECK VALVE

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EFFLUENT

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VARIES BY SITE

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(SEPARATE ALARM AND

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POWER CIRCUITS REQUIRED)

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J-BOX

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SECURE EXCESS CORDAGE (FOR FILTER REMOVAL)

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ACCESS RISER & LID

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PREWIRED CONDUIT

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ZOELLER NONAUTOMATIC EFFLUENT PUMP

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OPTIONAL ZOELLER 24 OR 30 INCH ACCESS RISER & LID

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BALL VALVE & UNION

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OPTIONAL ZOELLER 12 INCH ACCESS RISER & LID

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FLOW METER

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SEPTIC TANK & PUMP CONFIGURATION DETAILS

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AutoCAD SHX Text PUMP NOTES: PUMP AND PUMP FLOAT PUMP AND PUMP FLOAT SHALL BE INSTALLED PER MANUFACTURER SPECIFICATIONS TO ENSURE MINIMUM 4 MIN. RUN TIME.

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RELEASED FOR PERMIT

AutoCAD SHX Text

24-304-CM

AutoCAD SHX Text 07/23/2024

AutoCAD SHX Text 7/23/24

AutoCAD SHX Text

24-304-2-CM-4

CLARENDON COUNTY PUBLIC WORKS - SEPTIC

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PLAN VIEW

6' X 12' KENNEL (40)

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LEFT ELEVATION

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KENNELS

OFFICE

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ANIMAL CONTROL SHELTER

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Scope:

The project is to be Turn-key, Design-Build. Contractor is to provide architectural and engineering services as required for plans preparation and permitting. On-Site wastewater disposal system(OSWD) is to be constructed per plans included. This project shall connect to OSWD as shown on drawings or as required. All work is to conform to applicable building codes and local regulations. Refer to Request for Proposal documents for other requirements.

Function:

The New Clarendon County Animal Control Facility will provide approximately 8,820 square feet of space for 40 kennels and related space and approximately 1,080 square feet of space for office space.

Building Systems and Material Selections:

Interior and exterior materials, systems and finishes shall be selected based on durability, ease of maintenance, cost effectiveness and compatibility. The Kennel Building shall be constructed as a

Pre-engineered Timber Column, Wood Truss Structure with prefinished metal roofing. Kennel areas are to be constructed of concrete flooring with concrete masonry walls as shown on plans. Office space to be constructed in a pre-engineered metal building or metal stud framed structure. Office to have split face concrete masonry unit (CMU) wainscot, exterior metal building panels with exposed fasteners, and low slope standing seam metal roof with concealed fasteners. Roof drainage system includes gutter and downspouts tied into the underground drainage system. Owner shall select all colors and finishes. Office ceiling areas to be acoustical suspended ceilings unless shown otherwise.

Furniture & Finishes:

OFCI designates Owner Furnished Contractor Installed. Contractor to furnish and install where not shown otherwise.

Safety and Security:

Project Location:

Access to Animal Control facility is from new paved street connecting to US Hwy 301 just north of

June Burn Road, north of Manning, SC. Site development includes underground utilities, employee parking, perimeter fencing, clearing & grading and paving as shown on conceptual plans that are part of this RFP.

Utilities:

The New Animal Control Facility Building shall tie into existing utilities on-site including power, water, electric, septic sewer and storm water. Gas for heating, etc. if required, shall be propane provided by Owner.

Soils

Refer to Report of Preliminary Geotechnical Exploration and Engineering Analysis Services by ECS

Southeast, LLP for Edwards Woods Property for soil boring locations and conditions. This is included in RFP.

Demolition

A limited amount of site demolition may be required to construct the project. Refer to conceptual site plan and visit site to verify.

Clearing and Grubbing:

Clear and grub all trees and vegetation necessary for construction while saving as many trees as possible. Laydown area to be determined during pre-construction conference.

Design Load Capacities:

Codes and Standards:

The applicable provisions of the following standards shall govern this work. All work shall be installed in strict accordance with the latest edition of all applicable codes including (but not limited to) the following codes and standards. South Carolina Building and Plumbing Codes, Specifications for Masonry Structures (ACI 530.1/ASCE6/TMS 602), Mason Contractors Association

Bracing Design Handbook, AF&PA Wood Frame Construction Manual, American Wood Protection

Association requirements for preservative treated lumber, International Fuel Gas Code, and

American's with Disabilities Act.

Domestic Cold Water:

A new domestic water service shall be extended from the site domestic water line. Before entering the building, there shall be a reduced pressure zone backflow preventer, to protect the water service. The water piping shall be extended throughout the building to serve restroom facilities, sinks, freezeproof hose bibs (spaced for easy access to all kennels, and supply for the domestic hot water system. Piping material for all domestic water systems shall be copper type “L” piping for above ground piping, and Copper type “K” piping for below ground piping. Quest PEX may be used where approved by Code.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Apr 11, 2025.