Ag Storage Building BID PACKET.pdf

PDF 11 MB Posted Oct 1, 2026

Attached to: Ag Storage Building
Solicitation number: PE-77891-NONST-2027-000000107
Issued by: Columbia County, Georgia

About this file

Written by GovTribe AI · Oct 8, 2026

This is a bid packet issued by Colquitt County Board of Commissioners in Moultrie, Georgia for the erection of a metal storage building adjacent to the Agricultural Building. The project involves construction of a 30' W x 30' L metal structure with a concrete foundation, 26-gauge roof and wall panels, 3:12 roof pitch, 16-foot minimum eave height, gutter and downspout installation, one 12' W x 12' H commercial rollup door, one 3' x 7' commercial steel personnel door, and 3-inch vinyl-backed insulation. The building must be designed and fabricated as a complete system by a single manufacturer meeting International Building Code 2012 Edition with Georgia State Amendments. A mandatory pre-bid meeting is scheduled for October 20, 2026 at 10:45 a.m. at the Ag Building, 350 Veterans Parkway, Moultrie, Georgia. Sealed bids must be submitted to the County Purchasing Agent at 101 East Central Avenue, Suite 206, Moultrie, GA 31768 by Monday, November 2, 2026 at 10:10 a.m., at which time they will be publicly opened and read aloud. Bids may not be withdrawn for thirty days after the deadline. The bid packet includes construction plans prepared by Innovate Engineering & Surveying, LLC, with a finish floor elevation of 308.04 feet at the proposed building site.

Bidders must provide separate pricing for red iron materials and labor as the primary bid, with an alternate bid for other material options. Qualified bidders must demonstrate a minimum of five years of experience in metal building system installation, obtain Georgia workers' compensation coverage, pass E-Verify employment verification, maintain current licensure and insurance, clear a background check, provide proof of five previous comparable projects, and submit manufacturer and erector warranty details. The County will supply soil for site preparation, but the contractor is responsible for all leveling and compaction, permits, utility locates, debris disposal, as-built documentation, and compliance with OSHA guidelines and all applicable federal, state, and local regulations. Colquitt County reserves the right to accept or reject any or all bids and to waive all formalities. Questions should be directed to Lena Mercer, County Purchasing Agent at 229-616-7087 or lena.mercer@colquittcountyga.gov, or Mac Lawson, Maintenance Superintendent at 229-616-7469 or mac.lawson@colquittcountygag.gov.

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District 4 Commissioner

PAUL NAGY

District 5 Commissioner

COLQUITT COUNTY BOARD OF COMMISSIONERS

DENVER F. BRASWELL

CHRIS HUNNICUTT

District 2 Commissioner

MARC DEMOTT

District 3 Commissioner

MIKE BOYD

CHARLES H. CANNON, IV

County Administrator 229-616-7404

MELISSA E. LAWSON

County Clerk 229-616-7409

LESTER CASTELLOW

County Attorney Post Office Box 190 Moultrie, Georgia 31776-0190 229-985-1213

October 1, 2026

INVITATION TO BID

RE: Ag Storage Building

COLQUITT COUNTY is accepting sealed bids for the erection of a metal storage building behind the A g B u i l d i n g .

All potential bidders MUST attend a mandatory pre-bid meeting on October 20 at 10:45 am. The pre-bid meeting will be at the Ag Building at 350 Veterans Parkway, Moultrie, GA.

The bid packet is available at the Purchasing office at the Colquitt County Annex, 101 East Central Ave, room 206 or can be accessed on the Colquitt County web site at www.colquittcountyga.gov/departments/purchasing and refer to the Bid and RFP List to download this packet.

Sealed bids will be accepted in the office of the County Purchasing Agent, 101 East Central Avenue, Suite 206, Moultrie GA 31768 (PO Box 517, Moultrie GA 31776-0517), until Monday, November 2, 2026 at 10:10 a.m. at which time they will be publicly opened and read aloud. Bids must be in a sealed envelope plainly marked in the lower left corner “Sealed Bid Ag Storage Building”. It is the bidder’s responsibility to have all bids turned in by the called time. No bids will be accepted after the called time. No bids may be withdrawn for a period of thirty (30) days after the called time. The Colquitt County Board of Commissioners reserves the right to accept or reject any or all bids and to waive all formalities.

Any and all questions are to be directed to:

Lena Mercer, County Purchasing Agent at 229-616- 7087 or lena.mercer@colquittcountyga.gov Mac Lawson, Maintenance Superintendent at 229-616-7469 or mac.lawson@colquittcountygag.gov.

Thank you for your interest in doing business with Colquitt County.

Sincerely, Lena Mercer Purchasing Agent

Chairman

BARBARA JELKS

District 1 Commissioner

JOHNNY HARDIN

District 6 Commissioner

101 East Central Avenue

Post Office Box 517 Moultrie, Georgia 31776-0517

Phone 229-616-7400 Facsimile 229-616-7018 www.colquittcountyga.gov

Specifications are as follows:

1. Metal structure with concrete foundation

2. Roof and wall panels to be 26ga.

3. Roof to be minimum 3:12 pitch with molded ridge cap

4. Minimum eave height from finished slab elevation will be 16ft.

5. Gutter and downspouts provided and installed by contractor, color to match Ag Building

6. Rough measurements 30’ W X 30’ L

7. One 12’W X 12’H commercial rollup doors with chains and hangers for lockout

8. One 3-0 x 7-0 commercial steel personnel doors

9. Provide shop drawings with specifications for columns, framework, trusses, and piers

10. All steel (red iron) construction

11. Alternate bid (see bid sheet) - pricing with other materials

12. Foundation to be minimum 4” thick and plans to be designed and provided by metal building supplier

13. Colquitt County will supply any soil needed to complete the job, but leveling and compaction will be the contractor’s responsibility

14. 3” vinyl backed insulation in roof and walls

15. Colors to match Ag Building (closest match possible)

16. Approximate location is attached but may change

17. Use documents provided to design metal structure

18. Provide As Built plans when project is completed

19. Any materials or equipment needed will be the responsibility of the contractor

20. Must provide warranty details

21. Must abide by OSHA guidelines concerning installation and safety

22. All permits will be the responsibility of the contractor

23. Present proof of 5 previous jobs of the same scope

24. Must have 5 years of experience

25. Disposal of any debris shall be the responsibility of the contractor. Perform disposal in manner complying with all applicable federal, state, and local regulations

26. All material must be installed per manufacturer’s specifications

27. Locates will be the responsibility of the contractor

28. Mandatory site pre-bid visit required to participate in bid process

Requirements:

• Workers comp

• E-Verify

• Licensed and insured

• Minimum 5 years of experience installing metal building system or like structure

• Must clear background check

PART 1.0 - GENERAL

1.1 SECTION INCLUDES

A. Structural steel main building frames and secondary framing including purlins and girts, engineered, and fabricated by the building systems supplier B. Insulated steel wall and roof system

1.2 REFERENCES

A. AISI - Specification for the Design of Cold-Formed Steel Structural Members – Latest edition B. AISC - Specification for Structural Steel Buildings – Latest edition C. AISC - Steel Design Guide Series 3 - Serviceability Design Considerations for Low-Rise Buildings D. AWS D1.1- Structural Welding Code - Steel E. AWS D1.3 - Structural Welding Code - Sheet Steel F. MBMA Low Rise Building Systems Manual - Latest edition G. SSPC (Steel Structures Painting Council) - SP-2 - Specification for Hand Tool Cleaning

1.3 SYSTEM DESCRIPTION

Clear span rigid frame 12’-0” minimum height clearance at bay from base of column to bottom of header Bay spacing as shown on drawings Primary Framing: Rigid frame of rafter beams and columns, end wall columns Secondary Framing: Purlins, girts, eave struts, flange bracing, and other items detailed Lateral Bracing: Horizontal loads not resisted by main frame action shall be resisted by rod and/or

cable x-bracing in the sidewall and in the end wall. Cable and/or rod x- bracing in the roof Wall and Roof System: Preformed steel panels, and accessory components Roof Slope 3 in 12

1.4 DESIGN REQUIREMENTS

A. The building shall be designed by the manufacturer as a complete system. All components of the system shall be supplied by the same manufacturer B. Design Code: All design loads shall be proportioned and applied in accordance with the International

Building Code 2012 Edition with Georgia State Amendments C. Dead Loads: The dead load shall be the weight of the Metal Building System as determined by the system manufacturer D. Collateral Loads: The collateral loads shall be 4 psf or as shown on the contract drawings.

Collateral loads shall not be applied to the roof panels E. Deflection requirements shall be in accordance with the applicable provisions of the AISC Steel Design

Guide Series 3 - Serviceability Design Considerations for Low- Rise Buildings and the specified building code

1.5 SUBMITTALS

A. Product Data: Provide data on profiles, component dimensions, fasteners, and color selection B. Shop or Erection Drawings: Indicate assembly dimensions, locations of structural members, connections, attachments, openings, cambers, loads, wall and roof system dimensions, panel layout, general construction details, anchorages, and method of anchorage, framing and anchor bolt wettings, sizes, and locations from datum, and indicate field welded connections with AWS A2.4 welding symbols and net weld length

1.6 QUALITY ASSURANCE

A. Fabricate structural steel members in accordance with MBMA Low Rise Building Systems Manual, and, for items not covered, AISC - Specification for Structural Steel for Buildings

1.7 QUALIFICATIONS

A. Manufacturer: The company manufacturing the products specified in this Section shall have a minimum

of 5 years of experience in the manufacturing of steel building systems Erector shall have specialized experience in the erection of steel building systems for a period of at least 5 years

1.8 FIELD MEASUREMENTS

A. Metal building contractor shall verify that field measurements are as indicated on contract drawings

1.9 WARRANTY

A. Building manufacturer shall provide manufacturer's standard material warranty B. Metal building contractor shall provide a workmanship warranty of 1 year from install

1.10 ADMINISTRATION

A. All nomenclature shall conform to the MBMA Low Rise Building Systems Manual B. Coordination and administration of the work shall be in accordance with the MBMA Low Rise Building

Systems Manual - Common Industry Practices

PART 2: PRODUCTS

2.1 MATERIALS

Basic Materials: Except as otherwise specified or indicated on the Drawings, building components and assemblies shall be fabricated from the following applicable materials as required to produce units conforming to the design and types of fabrications required for the building

1. Structural Steel Members: ASTM A36, A529 or A572 except as otherwise indicated

2. Cold-Rolled Structural Steel: ASTM A446, Grade A except higher strength grade if needed to comply with design criteria

3. Cold-Formed Structural Steel: ASTM A1011 SS GR 55

4. Structural Steel Tubing: ASTM A500, Grade B or A501

5. Steel Plate and Bar Stock: ASTM A529 or A572

6. Steel Pipe: ASTM A53, type and weight as required, Grade B

7. Anchor Bolts and Tie Rods: ASTM A36 or A675, Grade 70

8. Clevises, Turnbuckles, and Sleeve Nuts: The safe working loads shall be adequate for the building furnished

9. High Strength Bolts: ASTM A325

10. Common (Standard) Bolts: ASTM A307

2.2 MATERIALS - ROOF SYSTEM

A. Screw down 26-gauge Metal B. Fasteners: Manufacturer's standard type, finish to match adjacent surfaces when exterior exposed.

Size to maintain load and weather tightness requirements C. Exterior Surfaces of Roof Panels: Pre-coated steel finish as selected from manufacturer's standard range D. Interior Surfaces of Roof Panels: Pre-coated steel as selected from manufacturer's standard range

2.3 MATERIALS - WALL SYSTEMS

A. Siding: Minimum 26-gauge lapped edges. B Closures: Manufacturer's standard type C. Fasteners: Manufacturer's standard type, finish to match adjacent surfaces when exterior exposed. Size to maintain load and weather tightness requirements D. Exterior Surfaces of Wall Panels: Pre-coated steel finish as selected from manufacturer's standard range H. Interior Surfaces of Wall Panels: Pre-coated steel of finish as selected from manufacturer's standard range

2.4 MATERIALS - TRIM

A. Flashings, Internal and External Corners, Closure Pieces, Fascia, Infills, Caps: Same material and finish as adjacent material, profile to suit system

FABRICATION - PRIMARY FRAMING

A. Framing Members: Clean in accordance with SSPC-SP2, prepare, and coat with building manufacturer's standard primer B. Hot rolled members shall be fabricated in accordance with AISC Specification for pipe, tube, and rolled structural shapes C. Fabricate built-up members in accordance with MBMA Low Rise Building Systems Manual, Common

Industry Practice

2.5 FABRICATION - WALL AND ROOF FRAMING

A. Framing Members: Clean in accordance with SSPC-SP2, prepare, and coat with building manufacturer's standard primer B. Cold Formed Members: Cold formed structural shapes shall be fabricated in accordance with MBMA Low Rise

Building Systems Manual, Common Industry Practices

PART 3: EXECUTION

3.1 EXAMINATION

A. Verify that piers and placed anchors are in correct position B. Provide access to the work as scheduled for owner provided inspections, if required. The cost of any required inspections is the responsibility of the owner

3.2 ERECTION - FRAMING

A. Erect framing in accordance with MBMA Low Rise Building Systems Manual, Common Industry

Practices B. The erector shall furnish temporary guys and bracing where needed for squaring, plumbing, and securing the structural framing against loads, such as wind loads acting on the exposed framing and seismic forces, as well as loads due to erection equipment and erection operation, but not including loads resulting from the performance of work by others. Bracing furnished by the manufacturer for the metal building system cannot be assumed to be adequate during erection. The temporary guys, braces, falseworks, and cribbing are the property of the erector, and the erector shall remove them immediately upon completion of erection

C. Do not field cut or alter structural members without approval of the metal building manufacturer D. After erection, prime welds, abrasions, and surfaces that were not shop primed

3.3 ERECTION - WALL AND ROOFING SYSTEMS

A. Install in accordance with manufacturer's instructions B. Exercise care when cutting prefinished material to ensure cuttings do not remain on finish surface C. Fasten cladding system to structural supports, aligned level and plumb

3.4 TOLERANCES

A. All work shall be performed in a workmanlike manner

B. Install Framing in accordance with MBMA Low Rise Building Systems Manual, Common Industry Practice

Colquitt County Government Ag Storage Building

Bid sheet

Bid on (red iron) materials and labor for Ag Storage Bldg. $

We can begin (approximately)

DATE

Should be complete

DATE

Alternate Bid (other) materials and labor for Ag Storage Bldg. $

We can begin (approximately)

DATE

Should be complete

DATE

E-Verify Company ID Number Have you included Proof of the following items:

Licensed and insured

Must provide proof of workers comp

Must clear background check

Vendor Information

SIGNATURE AND TITLE

COMPANY NAME

SIGNATURE / TITLE

MAILING ADDRESS

CONTACT PERSON AND EMAIL ADDRESS

DATE AND TELEPHONE NUMBER

PRINT OR TYPE

AUTHORIZED PERSON

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COLQUITT COUNTY AG OFFICE

STORAGE BUILDING

COLQUITT COUNTY, GEORGIA

LAND LOT 260 LAND DISTRICT 8TH

08/31/2026

Engineering & Surveying

I !NNOVATE

PHONE:229-249-9113 - www.innovatees.com 2214 N. Patterson Street, Valdosta, GA 31602

CONSTRUCTION PLANS

FOR

PREPARED BY:

SITE

Sheet List Table Sheet Number Sheet Title

-- COVER

1 EXISTING CONDITIONS

2 LAYOUT PLAN

3 GRADING PLAN

4 E&SC PLAN

5 E&SC DETAILS

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AutoCAD SHX Text SITE CONSTRUCTION SHALL BE IN ACCORDANCE WITH COLQUITT COUNTY STANDARDS AND SPECIFICATIONS. UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF MOULTRIE STANDARDS AND SPECIFICATIONS

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US 319/VETERANS PARKWAY

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COUNTY FARM ROAD

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DESTINY DRIVE

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SR 37

AutoCAD SHX Text GENERAL CONSTRUCTION NOTES: 1. UTILITIES SHOWN HEREON ARE BASED UPON ABOVE GROUND APPURTENANCES ONLY. UNDERGROUND WATER UTILITIES SHOWN HEREON ARE BASED UPON ABOVE GROUND APPURTENANCES ONLY. UNDERGROUND WATER AND GAS MAIN SIZES AND LOCATIONS BASED ON GIS MAPPING PROVIDED BY THE CITY OF MOULTRIE UTILITY DEPARTMENT. UTILITY FACILITIES ARE SHOWN SCHEMATICALLY ON THE PLANS AND ARE NOT NECESSARILY ACCURATE AS TO DESCRIPTION, LOCATION, OR ELEVATION. UTILITY FACILITIES, SUCH AS SERVICE LINES OR UNKNOWN FACILITIES, NOT SHOWN ON THE PLANS WILL NOT RELIEVE THE CONTRACTOR OF HIS/HER RESPONSIBILITY UNDER TITLE 25, CHAPTER 9, OFFICIAL CODE OF GEORGIA ANNOTATED. VERIFY THE ELEVATIONS OF EXISTING PIPING, UTILITIES, AND ANY TYPE OF UNDERGROUND OR ENCASED OBSTRUCTION, NOT SPECIFICALLY INDICATED TO BE REMOVED, AS INDICATED OR DISCOVERED IN LOCATIONS TO BE TRAVERSED BY PIPING, DUCTS, AND OTHER WORK TO BE CONDUCTED OR INSTALLED. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES REGARDING LOCATION OF THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES REGARDING LOCATION OF EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR THE COORDINATION OF WORK WHILE UTILITIES ARE BEING RELOCATED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGE TO UTILITIES RESULTING FROM WORK PERFORMED BY THE CONTRACTOR. THE CONTRACTOR SHALL TAKE THE NECESSARY STEPS TO MINIMIZE ANY INTERRUPTION OF UTILITY SERVICE TO THE SURROUNDING RESIDENTS. CALL TOLL-FREE 1-800-282-7411, 72 HOURS PRIOR TO THE START OF WORK SO THAT EXISTING UNDERGROUND UTILITIES MAY BE LOCATED. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY LAND OR PROPERTY BEYOND THE PROJECT CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY LAND OR PROPERTY BEYOND THE PROJECT CONSTRUCTION AREA, WHICH MAY BE SUBJECT TO ANY EFFECTS OR BY-PRODUCTS OF HIS CONSTRUCTION EFFORTS. 4. DEMOLITION SHOWN IS A MINIMUM REQUIREMENT. ADDITIONAL DEMOLITION MAY BE REQUIRED TO ACCOMMODATE DEMOLITION SHOWN IS A MINIMUM REQUIREMENT. ADDITIONAL DEMOLITION MAY BE REQUIRED TO ACCOMMODATE CONSTRUCTION. THE CONTRACTOR SHALL REPAIR AND REPLACE ALL DAMAGED AND DISTURBED AREAS TO PRE-CONSTRUCTION CONDITIONS, OR BETTER, INCLUDING ALL PAVING, STABILIZED EARTH, SOD, DRIVEWAYS, TREES, SIDEWALKS, CURBS, STORM SEWERS, ETC. WHERE APPLICABLE, THE SAME TYPE OF MATERIAL THAT WAS REMOVED OR DAMAGED DURING CONSTRUCTION SHALL BE USED. IN AREAS OF SIDEWALK AND CURB REMOVAL, REMOVE TO NEAREST JOINT. ALL WORK SHALL BE IN ACCORDANCE WITH ALL APPLICABLE RULES, REGULATIONS, CODES, ETC. CONTRACTOR MUST DISPOSE OF MATERIALS AT A DESTINATION APPROVED BY THE CONTRACTING OFFICER. NO CONSTRUCTION WASTE SHALL BE BURIED ON SITE. 5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY WHEN CONFLICT BETWEEN THE DRAWINGS AND THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY WHEN CONFLICT BETWEEN THE DRAWINGS AND ACTUAL CONDITIONS ARE DISCOVERED DURING THE COURSE OF CONSTRUCTION. 6. NO CONSTRUCTION SHALL COMMENCE UNTIL ALL APPLICABLE PERMITS AND REQUIRED EASEMENTS HAVE BEEN NO CONSTRUCTION SHALL COMMENCE UNTIL ALL APPLICABLE PERMITS AND REQUIRED EASEMENTS HAVE BEEN OBTAINED. 7. CONTRACTOR SHALL PROVIDE ACCURATE UTILITY AS-BUILTS AS REQUIRED BY THE CITY OF MOULTRIE UTILITY CONTRACTOR SHALL PROVIDE ACCURATE UTILITY AS-BUILTS AS REQUIRED BY THE CITY OF MOULTRIE UTILITY DEPARTMENT. 8. STORM PIPES SHALL BE INSTALLED WITH A MINIMUM OF 18” VERTICAL DISTANCE TO UTILITY STORM PIPES SHALL BE INSTALLED WITH A MINIMUM OF 18” VERTICAL DISTANCE TO UTILITY VERTICAL DISTANCE TO UTILITY CROSSINGS. CONTRACTOR SHALL ENSURE A MINIMUM HORIZONTAL DISTANCE OF 5' BETWEEN STORM PIPES AND UTILITIES TO SIGNIFICANT ABOVE GROUND APPURTENANCES; E.G. BUILDINGS, POWER / UTILITY POLES, TREES, ETC. 9. UTILITY WORK MUST BE COMPLETED BY A GA LICENSED UTILITIES CONTRACTOR. UTILITY WORK MUST BE COMPLETED BY A GA LICENSED UTILITIES CONTRACTOR. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, SUPERVISING AND MAINTAINING ALL SAFETY THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, SUPERVISING AND MAINTAINING ALL SAFETY PROGRAMS THROUGHOUT THE DURATION OF CONSTRUCTION. ALL BARRICADES, SUFFICIENT LIGHTS, SIGNS AND OTHER TRAFFIC CONTROL METHODS AS NECESSARY FOR THE PROTECTION AND SAFETY OF THE PUBLIC SHALL BE PROVIDED AND MAINTAINED BY THE CONTRACTOR THROUGHOUT THE DURATION OF CONSTRUCTION. TRAFFIC CONTROL METHODS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 11. SAFE TRENCH CONSTRUCTION IS MANDATORY. ALL SLOPES SHALL BE LAID BACK OR SHORED AS SAFE TRENCH CONSTRUCTION IS MANDATORY. ALL SLOPES SHALL BE LAID BACK OR SHORED AS NECESSARY. 12. THE CONTRACTOR SHALL KEEP RECORDS OF WORK PERFORMED ON A DAILY BASIS. THE CONTRACTOR THE CONTRACTOR SHALL KEEP RECORDS OF WORK PERFORMED ON A DAILY BASIS. THE CONTRACTOR SHALL PROVIDE ADEQUATE OVERSIGHT AND MANAGEMENT FOR HIS CONSTRUCTION EFFORTS. 13. COOPERATION AND COORDINATION BETWEEN ALL CONTRACTORS, UTILITY COMPANIES AND SUBCONTRACTORS COOPERATION AND COORDINATION BETWEEN ALL CONTRACTORS, UTILITY COMPANIES AND SUBCONTRACTORS ENGAGED IN THE WORK WITHIN AND ADJACENT TO THE CONSTRUCTION IS IMPORTANT FOR THE COMPLETION OF THIS PROJECT IN A TIMELY MANNER. IN THE CASE OF INTERFERENCE BETWEEN THE OPERATIONS OF THE DIFFERENT CONTRACTORS, UTILITY COMPANIES AND SUBCONTRACTORS, THE OWNER WILL BE THE SOLE JUDGE OF THE RIGHTS OF EACH AND THE SEQUENCE OF THE WORK NECESSARY TO EXPEDITE THE COMPLETION OF THIS PROJECT. 14. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, RULES, REGULATIONS, AND THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, RULES, REGULATIONS, AND LAWS OF LOCAL, MUNICIPAL, STATE OR FEDERAL AUTHORITIES HAVING JURISDICTION OVER THIS PROJECT. ALL PERMITS REQUIRED FOR CONSTRUCTION OPERATIONS SHALL BE OBTAINED BY THE CONTRACTOR. 15. THE CONTRACTOR SHALL SAW CUT EXISTING ASPHALT PAVEMENT AS REQUIRED TO PRODUCE A SMOOTH THE CONTRACTOR SHALL SAW CUT EXISTING ASPHALT PAVEMENT AS REQUIRED TO PRODUCE A SMOOTH JOINT WITH NEW PAVEMENT. 16. MAGNETIC DETECTION TAPE AND TRACER WIRE SHALL BE INSTALLED WITH THE PVC PIPE FOR EASE OF MAGNETIC DETECTION TAPE AND TRACER WIRE SHALL BE INSTALLED WITH THE PVC PIPE FOR EASE OF FUTURE LOCATION. ALL TRACER WIRE SHALL BE 14 GAUGE OR AS REQUIRED BY LOCAL CODE. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION STAKING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION STAKING. 18. THE CONTRACTOR IS TO NOTIFY THE ENGINEER AT LEAST 24 HOURS PRIOR TO THE BEGINNING OF EACH THE CONTRACTOR IS TO NOTIFY THE ENGINEER AT LEAST 24 HOURS PRIOR TO THE BEGINNING OF EACH PHASE OF CONSTRUCTION. THE CONTRACTOR SHALL ALSO NOTIFY APPLICABLE UTILITY PROVIDERS AT LEAST 24 HOURS PRIOR TO ANY CONSTRUCTION THAT MY AFFECT THEM. 19. THE CONTRACTOR SHALL MAINTAIN, AT ALL TIMES, ADEQUATE AND SAFE ACCESS FOR ALL RESIDENTS THE CONTRACTOR SHALL MAINTAIN, AT ALL TIMES, ADEQUATE AND SAFE ACCESS FOR ALL RESIDENTS AND/OR ADJOINING PROPERTY OWNERS DURING CONSTRUCTION. 20. ALL CONCRETE WASHOUT SHALL BE COLLECTED BY THE CONTRACTOR ONSITE AT AN AREA DESIGNATED BY ALL CONCRETE WASHOUT SHALL BE COLLECTED BY THE CONTRACTOR ONSITE AT AN AREA DESIGNATED BY THE OWNER FOR OFFSITE DISPOSAL BY THE CONTRACTOR. WASHOUT SHALL BE MAINTAINED EITHER BY BERM OR BY WASHOUT PIT. 21. ALL HAZARDOUS MATERIALS / WASTE SHALL BE DISPOSED OF IN THE MANNER SPECIFIED BY LOCAL OR ALL HAZARDOUS MATERIALS / WASTE SHALL BE DISPOSED OF IN THE MANNER SPECIFIED BY LOCAL OR STATE REGULATIONS OR BY THE MANUFACTURER. 22. SANITARY WASTE GENERATED FROM PORTABLE UNITS SHALL BE EMPTIED AS REQUIRED TO PROVIDE SANITARY WASTE GENERATED FROM PORTABLE UNITS SHALL BE EMPTIED AS REQUIRED TO PROVIDE SANITARY CONDITIONS. ALL SANITARY WASTE DISPOSAL PRACTICES SHALL BE CONDUCTED IN ACCORDANCE WITH STATE AND LOCAL WASTE DISPOSAL REGULATIONS. 23. CONTRACTOR SHALL REVIEW, PLAN AND SEQUENCE SITE GRADING AND THE INSTALLATION OF UNDERGROUND CONTRACTOR SHALL REVIEW, PLAN AND SEQUENCE SITE GRADING AND THE INSTALLATION OF UNDERGROUND UTILITIES TO ENSURE PROPER INSTALLATION AND ELIMINATE POTENTIAL CONFLICTS.

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MILDRED ANCIL DRIVE

ARENA DRIVE (50' R/W)

FAIRGROUND DRIVE (50' R/W)

SCALE 1"=20'

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END OF PIPE INV:301.48

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264'± 15" HDPE @ 1.20%

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DROP INLET TOP:308.09 INV:304.79

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FFE=309.95'

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BLOCK BUILDING FFE=307.72'

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SSMH TOP:309.17 INV:302.17

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SSMH TOP:305.85 INV:298.85

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252'± 8" PVC @ 1.30%

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NOW OR FORMERLY COLQUITT COUNTY DB 546 PG 326 PARCEL# CO45 024D

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TOP OF WATER:293.15 ON 10/10/2023

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6" WATER MAIN (APPROXIMATE LOCATION)

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METAL BUILDING FFE=±307.00

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264'± 15" HDPE @ 1.20%

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DROP INLET TOP:308.09 INV:304.79

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FFE=309.95'

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BLOCK BUILDING FFE=307.72'

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SSMH TOP:309.17 INV:302.17

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SSMH TOP:305.85 INV:298.85

AutoCAD SHX Text 8" D.I.P

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252'± 8" PVC @ 1.30%

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NOW OR FORMERLY COLQUITT COUNTY DB 546 PG 326 PARCEL# CO45 024D

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TOP OF WATER:293.15 ON 10/10/2023

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6" WATER MAIN (APPROXIMATE LOCATION)

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METAL BUILDING FFE=±307.00

AutoCAD SHX Text BUILDING FOOTPRINT IS GIVEN FOR REFERENCE ONLY AND HAS BEEN ESTABLISHED USING THE FOOTPRINT PROVIDED BY THE BUILDING MANUFACTURER. THE CONTRACTOR SHALL USE THE MANUFACTURER'S FLOOR PLAN, FOUNDATION PLAN, ETC. TO ESTABLISH THE TRUE BUILDING CORNERS. THE CONTRACTOR SHALL ADJUST PRIOR TO CONSTRUCTION OF THE BUILDING.

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ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED.

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CONCRETE PAVING

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%%UCONCRETE SIDEWALK SECTION

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4" -3,000 P.S.I CONCRETE

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COMPACTED SUBGRADE

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%%UCONCRETE PAVING SECTION

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6" -3,000 P.S.I CONCRETE

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COMPACTED SUBGRADE

N.T.S.

ARENA DRIVE (50' R/W)

4020 0 2010

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GRADING PLAN

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264'± 15" HDPE @ 1.20%

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DROP INLET TOP:308.09 INV:304.79

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FFE=309.95'

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BLOCK BUILDING FFE=307.72'

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SSMH TOP:309.17 INV:302.17

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SSMH TOP:305.85 INV:298.85

AutoCAD SHX Text 8" D.I.P

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252'± 8" PVC @ 1.30%

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NOW OR FORMERLY COLQUITT COUNTY DB 546 PG 326 PARCEL# CO45 024D

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TOP OF WATER:293.15 ON 10/10/2023

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6" WATER MAIN (APPROXIMATE LOCATION)

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METAL BUILDING FFE=±307.00

AutoCAD SHX Text 000.00

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TOP BACK OF CURB

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GROUND/PAVEMENT ELEVATION

AutoCAD SHX Text THE CONTRACTOR IS TO VERIFY ALL ELEVATIONS OF PROPOSED STRUCTURES AND CURBING PRIOR TO CONSTRUCTION TO ENSURE POSITIVE DRAINAGE.

STORM WATER FLOW DIRECTION

ARENA DRIVE (50' R/W)

4020 0 2010

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LEGEND

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E&SC PLAN

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TOTAL SITE AREA: ±115.93 AC.

DISTURBED AREA: ±0.19 AC.

NOTES:

LOCATION MAP

LEVEL II CERT. 8141

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SITE

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FFE = 308.04

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264'± 15" HDPE @ 1.20%

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DROP INLET TOP:308.09 INV:304.79

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FFE=309.95'

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BLOCK BUILDING FFE=307.72'

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SSMH TOP:309.17 INV:302.17

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SSMH TOP:305.85 INV:298.85

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252'± 8" PVC @ 1.30%

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NOW OR FORMERLY COLQUITT COUNTY DB 546 PG 326 PARCEL# CO45 024D

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TOP OF WATER:293.15 ON 10/10/2023

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6" WATER MAIN (APPROXIMATE LOCATION)

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METAL BUILDING FFE=±307.00

AutoCAD SHX Text BENCH MARK FIRE HYDRANT LIGHT POLE SANITARY SEWER MANHOLE UTILITY POLE WATER METER BACK FLOW PREVENTER MONITORING WELL MAIL BOX WATER VALVE CABLE TELEVISION PEDISTAL TELEPHONE PEDESTAL FENCE LINE GAS LINE UNDERGROUND TELEPHONE UNDERGROUND ELECTRIC OVERHEAD UTILITIES SANITARY SEWER LINE WATER LINE HDP HEAVY DUTY PAVING HEAVY DUTY PAVING LDP LIGHT DUTY PAVING LIGHT DUTY PAVING CMF CONCRETE MONUMENT FOUND CONCRETE MONUMENT FOUND CTPF CRIMPED TOP PIPE FOUND CRIMPED TOP PIPE FOUND IPF IRON PIN FOUND IRON PIN FOUND IPS 5/8" IRON PIN SET WITH ID CAP 5/8" IRON PIN SET WITH ID CAP LWHUB LIGHTWOOD HUB LIGHTWOOD HUB N/F NOW OR FORMERLY NOW OR FORMERLY OTPF OPEN TOP PIPE FOUND OPEN TOP PIPE FOUND PL PROPERTY LINE PROPERTY LINE R/W RIGHT OF WAY RIGHT OF WAY SSMH SANITARY SEWER MANHOLESANITARY SEWER MANHOLE

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BFP

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GAS

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AutoCAD SHX Text WASTE MATERIALS SHALL NOT BE DISCHARGED TO WATERS OF THE STATE, EXCEPT AS AUTHORIZED BY SECTION 404 PERMIT

AutoCAD SHX Text THIS IS IN COMPLIANCE WITH WASTE DISPOSAL, SANITARY SEWER AND SEPTIC TANK REGULATIONS.

AutoCAD SHX Text ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABILIZED WITH MULCH OR TEMPORARY SEEDING.

AutoCAD SHX Text ADJACENT AREAS SHOULD NOT BE AFFECTED PROVIDED PROPER BMP'S ARE INSTALLED AND MAINTAINED FOR THE LIFE OF THE PROJECT.

AutoCAD SHX Text Ds2

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AutoCAD SHX Text NON-EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 FEET UNDISTURBED STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST ACQUIRING THE NECESSARY PERMITS.

AutoCAD SHX Text SOIL LEGEND THE ENTIRE PROJECT AREA IS COVERED WITH (DaB)-DOTHAN LOAMY SAND SOILS

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THERE ARE NO STATE WATERS WITHIN 200 FEET OF THIS SITE.

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1. ALL CONSTRUCTION SHALL BE IN ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH COLQUITT COUNTY STANDARDS AND SPECIFICATIONS. 2. THE CONTRACTOR IS TO VERIFY ALL THE CONTRACTOR IS TO VERIFY ALL ELEVATIONS OF PROPOSED STRUCTURES AND CURBING TO ENSURE POSITIVE DRAINAGE PRIOR TO CONSTRUCTION. 3. ALL DISTURBED AREAS ARE TO BE GRASSED ALL DISTURBED AREAS ARE TO BE GRASSED AND MULCHED IMMEDIATELY UPON IMMEDIATELY UPON UPON COMPLETION OF GRADING. 4. THE ESCAPE OF SEDIMENT FROM THE SITE THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION CONTROL MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH, LAND DISTURBING ACTIVITIES. 5. EROSION CONTROL MEASURES WILL BE EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE. 6. ALL EROSION CONTROL MEASURES SHALL BE ALL EROSION CONTROL MEASURES SHALL BE INSPECTED BY THE CONTRACTOR DAILY. ANY DAMAGES OBSERVED SHALL BE REPAIRED BY THE END OF THAT DAY. 7. OWNER: OWNER: COLQUITT COUNTY BOARD OF COMMISSIONERS PO BOX 517 MOULTRIE, GA 31776 8. 24 HR/CONTACT: 24 HR/CONTACT: MAC LAWSON PH: (229) 921-0543 9. ALL TRASH AND CONSTRUCTION DEBRIS ALL TRASH AND CONSTRUCTION DEBRIS FROM THE SITE SHALL BE DEPOSITED IN A DUMPSTER. THE DUMPSTER SHALL BE EMPTIED FULL. NO CONSTRUCTION WASTE SHALL BE BURIED ON SITE. 10. ALL CONCRETE WASHOUT SHALL BE ALL CONCRETE WASHOUT SHALL BE COLLECTED ONSITE AT A DESIGNATED AREA BY THE DEVELOPER OR CONTRACTOR FOR OFFSITE DISPOSAL. WASHOUT SHALL BE MAINTAINED EITHER BY BERM OR BY WASHOUT PIT. WASH OUT OF DRUM IS PROHIBITED. 11. ALL HAZARDOUS MATERIAL/WASTE SHALL BE ALL HAZARDOUS MATERIAL/WASTE SHALL BE DISPOSED OF IN THE MANNER SPECIFIED BY LOCAL OR BY MANUFACTURER. 12. SANITARY WASTE GENERATED FROM SANITARY WASTE GENERATED FROM PORTABLE UNITS SHALL BE EMPTIED AS REQUIRED TO PROVIDE SANITARY CONDITIONS. ALL SANITARY WASTE DISPOSAL PRACTICES SHALL BE CONDUCTED IN ACCORDANCE WITH STATE AND LOCAL WASTE DISPOSAL REGULATIONS. 13. SILT FENCE SHALL BE INSTALLED ON ALL SILT FENCE SHALL BE INSTALLED ON ALL DOWN SLOPES OF DISTURBED AREAS. 14. USE MULCH TO STABILIZE AREAS LEFT USE MULCH TO STABILIZE AREAS LEFT DISTURBED FOR MORE THAN 14 CALENDAR DAYS.

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text Co

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ALL DISTURBED AREAS AS NEEDED DURING CONSTRUCTION (TYP)

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US 319/VETERANS PARKWAY

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COUNTY FARM ROAD

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DESTINY DRIVE

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SR 37

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MILDRED ANCIL DRIVE

AutoCAD SHX Text Ds4 ONLY TO BE USED IN HIGH TRAFFIC OR AREAS WHERE NORMAL EROSION CONTROL MEASURES ARE NOT TAKING HOLD.

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EROSION CONTROL MEASURES TO BE REMOVED AFTER THE SITE IS STABILIZED.

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LIMITS OF DISTURBANCE

AutoCAD SHX Text Sd1-NS

AutoCAD SHX Text N 31.1845°W -83.7580°

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AREAS WHERE NORMAL CONTROL MEASURES ARE NOT TAKING HOLD

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Sd1-NS

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E&SC DETAILS

LEVEL II CERT. 8141

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Ds1 Disturbed Area Stabilization (With MULCHING ONLY) Ds2 Disturbed Area Stabilization

(With TEMPORARY VEGETATION)

Ds3 Disturbed Area Stabilization (With PERMANENT VEGETATION)

Ds4 Disturbed Area Stabilization (With

SODDING)

CONSTRUCTION EXITCo

DISTURBED AREA STABILIZATION

(WITH MULCHING ONLY)

DISTURBED AREA STABILIZATION

(WITH TEMPORARY SEEDING)

DISTURBED AREA STABILIZATION

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EROSION SYMBOL LEGEND

CONSTRUCTION EXIT

DISTURBED AREA STABILIZATION

(WITH SODDING)

SILT FENCING - NON-SENSITIVE

SEDIMENT BARRIER-SILT FENCESd1-NS

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MULCHING APPLICATION REQUIREMENTS

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TABLE 1.

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MATERIAL

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RATE

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DEPTH

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WOOD WASTE,

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2" TO 3"

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CUTBACK ASPHALT

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POLYETHYLENE

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6 TO 9 TON/ACRE

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GEOTEXTILES,

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1200 GAL./ACRE OR

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SECURE WITH SOIL,

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SEE MANUFACTURER'S

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RECOMMENDATIONS

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STRAW OR HAY

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2 1/2 TON/ACRE

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6" TO 10"

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CHIPS, SAWDUST,

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BARK

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FILM

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JUTE MATTING,

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NETTING, ETC.

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1/4 GAL./SQ. YD.

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ANCHORS, WEIGHTS

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SEE MANUFACTURER'S

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RECOMMENDATIONS

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CUTBACK ASPHALT

AutoCAD SHX Text DEFINITION A TEMPORARY COVER OF PLANT RESIDUES APPLIED TO THE SOIL SURFACE FOR A PERIOD OF SIX (6) MONTHS OR LESS WHEN SEEDING IS NOT PRACTICAL. CONDITIONS THESE AREAS USUALLY CANNOT BE STABILIZED BY ORDINARY CONSERVATION TREATMENT AND MANAGEMENT AND IF LEFT UNTREATED CAN CAUSE SEVERE EROSION SEDIMENT DAMAGE.

AutoCAD SHX Text SPECIFICATIONS A. INSTALLATION 1. INSTALL ALL OTHER REQUIRED BMPs FIRST. INSTALL ALL OTHER REQUIRED BMPs FIRST. 2. GRADE SITE, IF POSSIBLE, TO PERMIT THE USE OF EQUIPMENT FOR APPLYING AND GRADE SITE, IF POSSIBLE, TO PERMIT THE USE OF EQUIPMENT FOR APPLYING AND ANCHORING MULCH. 3. LOOSEN COMPACTED SOIL, IF POSSIBLE, TO A DEPTH OF THREE (3) INCHES. LOOSEN COMPACTED SOIL, IF POSSIBLE, TO A DEPTH OF THREE (3) INCHES. 4. APPLY STRAW OR HAY UNIFORMLY, AS SHOWN IN TABLE 1, BY HAND, AND ANCHOR APPLY STRAW OR HAY UNIFORMLY, AS SHOWN IN TABLE 1, BY HAND, AND ANCHOR BY PRESSING INTO SOIL OR USE NETTING. 5. MULCH ON SLOPES GREATER THAN 3% SHOULD BE ANCHORED WITH EMULSIFIED MULCH ON SLOPES GREATER THAN 3% SHOULD BE ANCHORED WITH EMULSIFIED ASPHALT (GRADE AE-5 OR SS-1) OR OTHER SUITABLE TACKIFIER. 6. WOOD WASTE ON SLOPES FLATTER THAN 3:1 DO NOT NEED ANCHORING. WOOD WASTE ON SLOPES FLATTER THAN 3:1 DO NOT NEED ANCHORING. B. MAINTENANCE 1. ADD MULCH AS NEEDED TO MAINTAIN THE SUGGESTED DEPTH. ADD MULCH AS NEEDED TO MAINTAIN THE SUGGESTED DEPTH. 2. IF ORGANIC MULCH IS TO BE LEFT AND INCORPORATED INTO THE SOIL, APPLY 20-30 IF ORGANIC MULCH IS TO BE LEFT AND INCORPORATED INTO THE SOIL, APPLY 20-30 POUNDS OF NITROGEN IN ADDITION TO THE FERTILIZER REQUIRED FOR VEGETATION.

AutoCAD SHX Text 9/1-3/1

AutoCAD SHX Text 4/1-7/15

AutoCAD SHX Text 2/15-6/15

AutoCAD SHX Text 3/1-8/1

AutoCAD SHX Text 8/15-4/1

AutoCAD SHX Text 1/15-3/15

AutoCAD SHX Text 9/15-2/1

AutoCAD SHX Text Planting Dates**

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SEEDING RATES FOR TEMPORARY SEEDING

AutoCAD SHX Text Rye

AutoCAD SHX Text Annual

AutoCAD SHX Text Wheat

AutoCAD SHX Text Millet

AutoCAD SHX Text Sudangrass

AutoCAD SHX Text Lovegrass

AutoCAD SHX Text Lespedeza

AutoCAD SHX Text Weeping

AutoCAD SHX Text Ryegrass

AutoCAD SHX Text Browntop

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SPECIES

AutoCAD SHX Text 3 bu.

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3.9 pounds

AutoCAD SHX Text 40 lbs.

AutoCAD SHX Text 60 lbs.

AutoCAD SHX Text 4 lbs.

AutoCAD SHX Text 40 lbs.

AutoCAD SHX Text 3 bu.

AutoCAD SHX Text 40 lbs.

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0.9 pound

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0.1 pound

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1.4 pounds

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0.9 pound

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4.1 pounds

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0.9 pound

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AutoCAD SHX Text Rate

AutoCAD SHX Text 1,000 sq.ft.

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AutoCAD SHX Text SPECIFICATIONS A. GRADING AND SHAPING 1. EXCESSIVE WATER RUN-OFF MUST BE CONTROLLED BY PLANNED AND INSTALLED EXCESSIVE WATER RUN-OFF MUST BE CONTROLLED BY PLANNED AND INSTALLED EROSION CONTROL PRACTICES SUCH AS CLOSED DRAINS, DITCHES, DIKES, DIVERSIONS, SEDIMENT BASINS AND OTHERS. 2. NO SHAPING OR GRADING IS REQUIRED IF SLOPES CAN BE STABILIZED BY HAND-SEEDED NO SHAPING OR GRADING IS REQUIRED IF SLOPES CAN BE STABILIZED BY HAND-SEEDED VEGETATION OR IF HYDRAULIC SEEDING EQUIPMENT IS TO BE USED. B. SEEDBED PREPARATION 1. WHEN A HYDRAULIC SEEDER IS USED, SEEDBED PREPARATION IS NOT REQUIRED. WHEN A HYDRAULIC SEEDER IS USED, SEEDBED PREPARATION IS NOT REQUIRED. 2. WHEN USING CONVENTIONAL OR HAND-SEEDING, SEEDBED PREPARATION IS NOT WHEN USING CONVENTIONAL OR HAND-SEEDING, SEEDBED PREPARATION IS NOT REQUIRED IF THE SOIL MATERIAL IS LOOSE AND NOT SEALED BY RAINFALL. 3. WHEN SOIL HAS BEEN SEALED BY RAINFALL OR CONSISTS OF SMOOTH UNDISTURBED CUT WHEN SOIL HAS BEEN SEALED BY RAINFALL OR CONSISTS OF SMOOTH UNDISTURBED CUT SLOPES, THE SOIL SHALL BE PITTED, TRENCHED OR OTHERWISE SCARIFIED TO PROVIDE A PLACE FOR SEED TO LODGE AND GERMINATE. C. LIME AND FERTILIZER 1. AGRICULTURAL LIME IS NOT REQUIRED. AGRICULTURAL LIME IS NOT REQUIRED. 2. ON REASONABLY FERTILE SOILS OR SOIL MATERIAL, FERTILIZER IS NOT REQUIRED. ON REASONABLY FERTILE SOILS OR SOIL MATERIAL, FERTILIZER IS NOT REQUIRED. 3. ON SOILS OR VERY LOW FERTILITY, USE 500 TO 700 POUNDS OF 10-10-10 FERTILIZER ON SOILS OR VERY LOW FERTILITY, USE 500 TO 700 POUNDS OF 10-10-10 FERTILIZER OR THE EQUIVALENT PER ACRE (12-16lbs/1,000sq.ft.). IF THE SITE WILL PERMIT, APPLY BEFORE LAND PREPARATION AND DISK, RIP OR CHISEL TO INCORPORATE. D. SEEDING 1. SELECT A GRASS OR GRASS-LEGUME MIXTURE SUITABLE TO THE AREA AND SEASON OF SELECT A GRASS OR GRASS-LEGUME MIXTURE SUITABLE TO THE AREA AND SEASON OF THE YEAR. 2. APPLY SEED UNIFORMLY BY HAND, CYCLONE SEEDER, DRILL, CULTIPACKER-SEEDER, OR APPLY SEED UNIFORMLY BY HAND, CYCLONE SEEDER, DRILL, CULTIPACKER-SEEDER, OR HYDRAULIC SEEDER. E. MULCHING 1. TEMPORARY VEGETATION CAN, IN MOST CASES, BE ESTABLISHED WITHOUT THE USE OF TEMPORARY VEGETATION CAN, IN MOST CASES, BE ESTABLISHED WITHOUT THE USE OF MULCH. F. IRRIGATION 1. IF WATER IS APPLIED, IT MUST BE AT A RATE NOT CAUSING RUNOFF AND EROSION. IF WATER IS APPLIED, IT MUST BE AT A RATE NOT CAUSING RUNOFF AND EROSION. THOROUGHLY WET THE SOIL TO A DEPTH THAT WILL INSURE GERMINATION OF THE SEED.

AutoCAD SHX Text DEFINITION ESTABLISH TEMPORARY VEGETATIVE COVER WITH FAST GROWING SEEDINGS ON DISTURBED OR DENUDED AREAS. CONDITIONS THIS PRACTICE IS APPLICABLE ON AREAS SUBJECT TO EROSION FOR UP TO TWELVE MONTHS OR UNTIL THE ESTABLISHMENT OF FINISHED GRADE OR PERMANENT VEGETATIVE COVER. TEMPORARY VEGETATIVE MEASURES SHOULD BE COORDINATED WITH PERMANENT MEASURES TO ASSURE ECONOMICAL AND EFFECTIVE STABILIZATION.

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* Unusual site conditions may require heavier seeding rates. Unusual site conditions may require heavier seeding rates. ** Seeding dates may need to be altered to fit temperature Seeding dates may need to be altered to fit temperature variations and conditions.

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1.7 pounds

AutoCAD SHX Text

0.1 pound

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0.9 pound

AutoCAD SHX Text Only

AutoCAD SHX Text Switchgrass

AutoCAD SHX Text Lespedeza

AutoCAD SHX Text Lovegrass

AutoCAD SHX Text Weeping

AutoCAD SHX Text 2/1-6/15

AutoCAD SHX Text 3/15-6/1

AutoCAD SHX Text 1/1-12/31

AutoCAD SHX Text 4 lbs.

AutoCAD SHX Text 40 lbs.

AutoCAD SHX Text 75 lbs.

AutoCAD SHX Text Only

AutoCAD SHX Text 1,000 sq.ft.

AutoCAD SHX Text

1.4 pounds

AutoCAD SHX Text Block Sod

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SEEDING RATES FOR PERMANENT SEEDING

AutoCAD SHX Text Rate Per

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0.2 pound

AutoCAD SHX Text Bahia

AutoCAD SHX Text Bermuda

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SPECIES

AutoCAD SHX Text Centipede

AutoCAD SHX Text 4/1-7/1

AutoCAD SHX Text Planting Dates**

AutoCAD SHX Text 1/1-12/31

AutoCAD SHX Text 2/15-7/1

AutoCAD SHX Text Rate

AutoCAD SHX Text Per Acre*

AutoCAD SHX Text 60 lbs.

AutoCAD SHX Text 10 lbs.

AutoCAD SHX Text Block Sod

AutoCAD SHX Text DEFINITION ESTABLISH PERMANENT VEGETATIVE COVER ON HIGHLY ERODIBLE OR CRITICALLY ERODING AREAS. CONDITIONS THESE AREAS USUALLY CANNOT BE STABILIZED BY ORDINARY CONSERVATION TREATMENT AND MANAGEMENT AND IF LEFT UNTREATED CAN CAUSE SEVERE EROSION SEDIMENT DAMAGE. APPLICABLE AREAS ARE THOSE WHERE VEGETATION IS DIFFICULT TO ESTABLISH BY USUAL PLANTING METHODS.

AutoCAD SHX Text SPECIFICATIONS A. GRADING AND SHAPING 1. GRADING AND SHAPING IS NOT NORMALLY REQUIRED WHERE HYDRAULIC SEEDING AND GRADING AND SHAPING IS NOT NORMALLY REQUIRED WHERE HYDRAULIC SEEDING AND FERTILIZING EQUIPMENT IS TO BE USED. VERTICAL BANKS SHALL BE SLOPED TO ENABLE PLANT ESTABLISHMENTS. 2. WITH CONVENTIONAL SEEDING AND FERTILIZING, GRADE AND SHAPE WHERE FEASIBLE AND WITH CONVENTIONAL SEEDING AND FERTILIZING, GRADE AND SHAPE WHERE FEASIBLE AND PRACTICAL, SO THAT EQUIPMENT CAN BE USED SAFELY AND EFFICIENTLY. 3. CONCENTRATIONS OF WATER THAT WILL CAUSE EXCESSIVE SOIL EROSION WILL BE DIVERTED CONCENTRATIONS OF WATER THAT WILL CAUSE EXCESSIVE SOIL EROSION WILL BE DIVERTED TO A SAFE OUTLET. B. SEEDBED PREPARATION 1. WHEN A HYDRAULIC SEEDER IS USED, SEEDBED PREPARATION IS NOT REQUIRED. 2. WHEN WHEN A HYDRAULIC SEEDER IS USED, SEEDBED PREPARATION IS NOT REQUIRED. 2. WHEN CONVENTIONAL SEEDING IS USED, SEEDBED PREPARATION WILL BE DONE AS FOLLOWS: 1.1. BROADCAST PLANTINGS BROADCAST PLANTINGS 1.1.1. TILLAGE AT A MINIMUM, SHALL ADEQUATELY LOOSEN THE SOIL TO A DEPTH OF 4 TO TILLAGE AT A MINIMUM, SHALL ADEQUATELY LOOSEN THE SOIL TO A DEPTH OF 4 TO 6 INCHES; ALLEVIATE COMPACTION; INCORPORATE LIME AND FERTILIZER; SMOOTH AND FIRM THE SOIL;ALLOW FOR THE PROPER PLACEMENT OF SEED, SPRIGS, OR PLANTS; AND ALLOW FOR THE ANCHORING OF STRAW OR HAY MULCH. 1.1.2. TILLAGE MAY BE DONE WITH ANY SUITABLE EQUIPMENT. TILLAGE MAY BE DONE WITH ANY SUITABLE EQUIPMENT. 1.1.3. TILLAGE MAY BE DONE ON THE CONTOUR WHERE FEASIBLE. iv. ON SLOPES TOO TILLAGE MAY BE DONE ON THE CONTOUR WHERE FEASIBLE. iv. ON SLOPES TOO STEEP FOR THE SAFE OPERATION OF TILLAGE EQUIPMENT, THE SOIL SURFACE WILL BE PITTED OR TRENCHED ACROSS THE SLOPE WITH APPROPRIATE HAND TOOLS TO PROVIDE PLACES 6 TO 8 INCHES APART IN WHICH SEED MAY LODGE AND GERMINATE. 1.2. INDIVIDUAL PLANTS INDIVIDUAL PLANTS 1.2.1. WHERE INDIVIDUAL PLANTS ARE TO BE SET, THE SOIL WILL BE WELL PREPARED BY WHERE INDIVIDUAL PLANTS ARE TO BE SET, THE SOIL WILL BE WELL PREPARED BY EXCAVATING HOLES, OPENING FURROWS, OR DIBBLE PLANTING. 1.2.2. FOR NURSERY STOCK PLANTS, HOLES SHALL BE LARGE ENOUGH TO ACCOMMODATE FOR NURSERY STOCK PLANTS, HOLES SHALL BE LARGE ENOUGH TO ACCOMMODATE ROOTS WITHOUT CROWDING. C. LIME AND FERTILIZER 1. AGRICULTURAL LIME SHALL BE APPLIED AS INDICATED BY SOIL TEST OR AT A RATE OF 1 TO AGRICULTURAL LIME SHALL BE APPLIED AS INDICATED BY SOIL TEST OR AT A RATE OF 1 TO 2 TONS PER ACRE. 1.1. LIME SPREAD BY CONVENTIONAL EQUIPMENT WILL BE "GROUND LIMESTONE". LIME SPREAD BY CONVENTIONAL EQUIPMENT WILL BE "GROUND LIMESTONE". 1.2. LIME SPREAD BY HYDRAULIC SEEDING EQUIP. WILL BE "FINELY GROUND LIMESTONE". LIME SPREAD BY HYDRAULIC SEEDING EQUIP. WILL BE "FINELY GROUND LIMESTONE". 2. INITIAL FERTILIZATION REQUIREMENTS FOR EACH SPECIES OR COMBINATION ARE LISTED IN INITIAL FERTILIZATION REQUIREMENTS FOR EACH SPECIES OR COMBINATION ARE LISTED IN THE MANUAL. 3. WHEN CONVENTIONAL PLANTING IS DONE, LIME AND FERTILIZER WILL BE APPLIED UNIFORMLY WHEN CONVENTIONAL PLANTING IS DONE, LIME AND FERTILIZER WILL BE APPLIED UNIFORMLY IN ONE OF THE FOLLOWING WAYS: 3.1. APPLY BEFORE LAND PREPARATION SO THAT IT WILL BE MIXED WITH THE SOIL DURING APPLY BEFORE LAND PREPARATION SO THAT IT WILL BE MIXED WITH THE SOIL DURING SEEDBED PREPARATION; OR, 3.2. MIX WITH THE SOIL USED TO FILL THE HOLES, DISTRIBUTE IN FURROWS; OR, MIX WITH THE SOIL USED TO FILL THE HOLES, DISTRIBUTE IN FURROWS; OR, 3.3. BROADCAST AFTER STEEP SURFACES ARE SCARIFIED, PITTED OR TRENCHED. BROADCAST AFTER STEEP SURFACES ARE SCARIFIED, PITTED OR TRENCHED. 3.4. WHEN HYDRAULIC SEEDING EQUIPMENT IS USED: WHEN HYDRAULIC SEEDING EQUIPMENT IS USED: 3.4.1. THE INITIAL FERTILIZER WILL BE MIXED WITH SEED, INOCULANT (IF NEEDED) AND THE INITIAL FERTILIZER WILL BE MIXED WITH SEED, INOCULANT (IF NEEDED) AND WOOD CELLULOSE OR WOOD PULP FIBER MULCH AND APPLIED IN A SLURRY. 3.4.2. FINELY GROUND LIMESTONE WILL BE MIXED WITH WATER AND APPLIED IMMEDIATELY FINELY GROUND LIMESTONE WILL BE MIXED WITH WATER AND APPLIED IMMEDIATELY AFTER MULCHING. D. SEEDING 1. HYDRAULIC SEEDING - MIX THE SEED, INOCULANT, FERTILIZER, AND WOOD CELLULOSE OR HYDRAULIC SEEDING - MIX THE SEED, INOCULANT, FERTILIZER, AND WOOD CELLULOSE OR WOOD PULP FIBER MULCH WITH WATER AND APPLY IN A SLURRY UNIFORMLY OVER THE AREA TO BE TREATED. 2. CONVENTIONAL SEEDING - SEEDING WILL BE DONE ON A FRESHLY PREPARED AND FIRMED CONVENTIONAL SEEDING - SEEDING WILL BE DONE ON A FRESHLY PREPARED AND FIRMED SEEDBED. FOR BROADCAST PLANTING, USE A CULTIPACKER- SEEDER, DRILL, ROTARY SEEDER, OR HAND SEEDING TO DISTRIBUTE THE SEED UNIFORMLY OVER THE AREA TO BE TREATED. 3. NO-TILL SEEDING IS PERMISSIBLE INTO ANNUAL COVER CROPS WHEN PLANTING IS DONE NO-TILL SEEDING IS PERMISSIBLE INTO ANNUAL COVER CROPS WHEN PLANTING IS DONE FOLLOWING MATURITY OF THE COVER CROP OR IF THE TEMPORARY COVER STAND IS SPARSE ENOUGH TO ALLOW ADEQUATE GROWTH OF THE PERMANENT SPECIES. THE SEED MUST BE UNIFORMLY DISTRIBUTED AND PLANTED AT THE PROPER DEPTH. E. MULCHING 1.

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File details come from the government source that posted it. Updated Oct 8, 2026.