Bid package_20260325.pdf

PDF 25 MB Posted Mar 25, 2026

Attached to: 2026 Bridge & Box Culver Erosion Control
Solicitation number: PE-66084-NONST-2026-000000054
Issued by: Terrell County, Georgia

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Written by GovTribe AI · Mar 30, 2026

Summary of Bid Package for 2026 Bridge & Box Culvert Erosion Control

This is a bid package issued by the City of Georgia for erosion stabilization and streambank protection work on municipal infrastructure. The project encompasses erosion control and stabilization efforts on six box culverts located on Cairo Road, South Pinetree Boulevard, Clay Street, MLK at Felix Street, Edgewood Drive, and Cassidy Road, as well as erosion control work on the MLK and Chatham Road Bridges. The scope of work includes installation of rock check dams, type 3 object markers, and rip rap placement in ditches and stream areas. This project is based on a deficiency report provided by GDOT to the City on a biennial basis and represents the municipality's commitment to addressing identified infrastructure maintenance needs.

The bid package establishes the framework for contractor selection and project execution; however, specific details regarding pricing terms, bid submission deadlines, project timeline, contract duration, funding sources, and award criteria are contained within the accompanying bid documents. Interested contractors should review all associated documentation, including any addenda, scope of work details, and special provisions, to ensure complete understanding of project requirements and submission procedures.

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AGREEMENT

This Agreement entered into this _______ day of , 20____ by and between of

_____________, ___________ County, a _________ State corporation (hereinafter “Contractor”) and the

CITY OF THOMASVILLE, GEORGIA, a municipal corporation (hereinafter "Thomasville").

For and in consideration of the mutual covenants and promises contained herein and other good and valuable consideration, the receipt and adequacy of which is hereby acknowledged, the parties hereto agree as follows:

1. Contractor will perform the work set forth in the documents contained in the proposal with specifications attached collectively as Exhibits “A and B” and required forms and made a part hereof (hereinafter “the Project”).

2. Contractor will perform all functions necessary to accomplish the Project including without limitation all necessary materials, labor, equipment and supervision to complete the Project. The

Project will be deemed completed and accepted when written acceptance thereof has been given by

Thomasville’s City Engineer.

3. The work to be performed under this Agreement will be commenced on or before a date specified in a written “Notice to Proceed” to be issued by Thomasville’s City Engineer, and the Project will be completed within (40) consecutive calendar days from the date the “Notice to Proceed” is issued.

4. Contractor shall not commence work under this Agreement until Contractor has obtained the insurance required under this paragraph and such insurance has been approved by Thomasville, nor shall Contractor allow any subcontractor to commence work under a subcontract until the same insurance coverage applicable to the subcontractor has been so obtained and approved, as set forth in subparagraph (d), below. All certificates of insurance and policies shall contain the following language: “The insurance covered by this Certificate shall not be cancelled or materially altered unless at least fifteen (15) days prior written notice has been given to Thomasville.” All insurance certificates applicable to policies described in this paragraph, with the exception of workers’ compensation, must state that the City of Thomasville, Georgia, is included as an additional insured under the policy. All liability insurance policies required under this paragraph shall be written to apply to all bodily injury (including death), property damage and all other covered losses which occurred or arose (or the onset of which occurred or arose) in whole or in part during the policy period or during the time of performance by Contractor under this Agreement.

5. The comprehensive general liability insurance called for hereunder shall apply on a primary and non-contributory basis to any other insurance available to Thomasville with respect to any loss, claim, demand, or action asserted against Thomasville by reason of Contractor’s performance of this Agreement. To the extent an insurer requires endorsements to effect the insurance coverage and scope required under this Agreement, including but not limited to naming Thomasville as an additional insured, then such insurance policies must be properly endorsed and the endorsements must be delivered along with the insurance certificates.

(a) Comprehensive General Liability – Contractor shall procure and shall maintain during the life of this Agreement such Comprehensive General Liability Insurance as shall protect

Contractor and Thomasville from all claims, demands, actions, causes of action, lawsuits and judgments arising from or by reason of work or activities performed pursuant to this

Agreement. The amount of insurance required by this subparagraph shall not be less than the following:

$1,000,000 Bodily injury, including death, each occurrence.

$ 500,000 Property Damage, each occurrence.

$1,000,000 Property Damage, in the aggregate.

(b) Vehicle Liability – The insurance required by this subparagraph shall include coverage for owned, leased, and rented vehicles, as well as associated equipment such as, by way of illustration only, trailers. Contractor shall procure and shall maintain during the life of this

Agreement, Comprehensive Automobile (Motor Vehicle) Liability Insurance in an amount not less than the following:

$1,000,000 Combined single limit for bodily injury and property damage.

(c) Worker’s Compensation – Contractor shall procure and shall maintain during the life of this Agreement Worker’s Compensation Insurance for all Contractor’s employees engaged in work on the Project under this Agreement. This insurance shall provide the coverage required by the State of Georgia.

(d) Contractor shall require all subcontractors hired to work on the Project to maintain the same insurance coverage, with the same insurance conditions and requirements, as set forth in subparagraphs (a) through (c) above.

6. Contractor assumes the entire responsibility and liability for all losses, expenses, demands, claims, actions, causes of action, lawsuits and judgments in connection with or arising out of any personal injury, or alleged personal injury (including death) to any person, or damages or alleged damages to property of Thomasville or any third party, sustained or alleged to have been sustained in connection with or to have arisen out of or resulting from the performance of the work by

Contractor, its subcontractors, agents, servants and employees, including any losses, expenses, damages and judgments sustained by Thomasville. Contractor agrees to indemnify and hold harmless Thomasville, its elected officials, appointed officials, agents, servants and employees of and from any and all such losses, expenses, damages, demands, claims, actions, causes of actions, lawsuits and judgments. Contractor further agrees to defend any such action or lawsuit brought against Thomasville and those associated with Thomasville as described herein based on any such alleged personal injury or property damage and to pay all damages, costs, and expenses, including attorneys' fees, costs and expenses, not only in connection with defending against any such loss, expense, damage, demand, claim, action, cause of action, lawsuit, or judgment, but also with respect to the enforcement of the hold harmless and indemnity provisions of this Agreement. The provisions of this paragraph are cumulative and shall in no ways diminish the obligation resting upon Contractor under any other provision of this contract, or by operation of law. Further, the parties hereto expressly agree that the provisions of this paragraph shall survive this Agreement and the completion of the Project.

7. Thomasville and Contractor each shall give prompt notice to the other of the commencement of any action, lawsuit or other legal proceeding by a third party against Thomasville or against

Contractor with respect to the work performed on the Project. In any proceeding brought by a third party against either Thomasville or Contractor arising out of this Agreement or the Project, Thomasville and Contractor shall cooperate with each other in the defense of any legal proceedings against either party.

8. If all or any portion of this Agreement or the work to be performed hereunder is transferred, assigned or subcontracted, all terms and conditions of this Agreement will remain in effect as to

Thomasville and Contractor, and Contractor accepts full responsibility for the action of any such assignee, transferee or subcontractor in connection with its obligation to Thomasville hereunder.

9. Thomasville may, at any time, terminate the Contract for Thomasville’s convenience and without cause. Upon receipt of written notice from Thomasville of such termination for Thomasville’s convenience, Contractor shall:

(a) cease operations as directed by Thomasville in the notice;

(b) take actions necessary, or that Thomasville may direct, for the protection and preservation of the work; and

10. In case of such termination for Thomasville’s convenience, Contractor shall be entitled to receive payment for work executed and direct costs proven to have been incurred directly by Contractor prior to the date of termination. Contractor will not be authorized to receive any overhead or profit or other cost of expense related to any part of the work not executed as of the time of the notice of termination for the convenience of Thomasville.

11. Thomasville may terminate this Agreement with or without cause, at the option of Thomasville, by notification in writing to Contractor. If the Agreement is terminated for cause, the notification contemplated herein shall state the cause. When Thomasville terminates the Agreement for cause, Contractor shall not be entitled to receive further payment until the Project is completed by others.

If the unpaid balance of the Contract sum exceeds the costs of finishing the Project, including compensation for any services, expenses and damages incurred by Thomasville and not expressly waived, such excess shall be paid to Contractor. If such costs and damages exceed the unpaid balance, Contractor shall pay the difference to Thomasville. The amount to be paid to Contractor or Thomasville, as the case may be, shall be in the discretion of Thomasville, which shall be reasonably exercised.

12. At all times, and with respect to the work to be performed under this Agreement, Thomasville shall have the right to inspect the quality and other aspects of the work and completed operations of

Contractor, and Thomasville shall be entitled to request corrections and changes or both as necessary to meet the standards or requirements as set forth in Exhibit “A.” Should Thomasville determine that corrections or changes are needed to meet those specifications, it shall provide

Contractor with written notice of corrections needed and shall provide Contractor a reasonable opportunity to cure any defects.

13. If Contractor is in default in the performance of any work which Contractor is obligated to perform under this Agreement, Thomasville shall provide Contractor with written notice of the default and shall afford Contractor a reasonable opportunity to cure any faults or defects or make reasonable changes or corrections. If those changes or corrections of faults or defects are not made as negotiated between the parties, Thomasville may elect to have such work performed by another contractor, with all costs and expenses of such work to be paid by Contractor within thirty (30) days following written demand therefor by Thomasville.

14. It is understood and agreed that no agency, employment, partnership or joint venture is hereby created by the parties: that no representations may be made by either party to any third parties which would suggest or which would create a relationship of agency, employment or partnership between the parties hereto and that neither party has any authority to act on behalf of the other and create a legally binding obligation to a third party. The only relationship between the parties shall be that of independent parties, and neither party shall be responsible for the act or omission of the other or any employee of the other.

15. Georgia Security and Immigration Compliance Act. All bids shall include a Contractor Affidavit required under O.C.G.A § 13-10-91(b)(1), a form of which is attached hereto (“E-Verify

Affidavit”). Failure to submit this form with submission of a bid will result in the rejection of the bid.

16. Payment will be made to Contractor in the sum of for Contractor’s performance under the terms and conditions of this Agreement, and payment will be made by Thomasville to

Contractor as follows:

Upon receipt of notice from Contractor that the Project has been completed and is ready for inspection and acceptance by Thomasville, Thomasville, through its City Engineer, will promptly proceed with making the inspection. If Thomasville finds that the Project has been completed and is satisfactory under the terms of this Agreement, Thomasville will so notify Contractor, who shall deliver an affidavit, made under oath, that all subcontractors and materialmen providing labor and materials for the Project have been paid in full and that the Project has been fully and finally completed and all obligations under this Agreement have been satisfied by Contractor. Upon receipt by Thomasville of the affidavit described in this paragraph, Thomasville will promptly make final payment to Contractor.

17. Nothing herein shall be construed as conferring upon or giving to any person, other than the parties hereto, any rights or benefits under or by reason of this Agreement.

18. Contractor shall not assign or otherwise transfer this Agreement or any of its rights and interests to any firm, corporation or individual without the prior written consent of Thomasville.

19. This Agreement is executed in Thomasville, Thomas County, Georgia and shall be construed under the laws of the state of Georgia and the parties hereto agree that any action relating to this contract shall be instituted in the courts of Thomas County, Georgia and no other location.

20. All provisions, covenants, terms, and promises contained herein shall be binding upon and inure to the benefit of the successors and authorized assigns of the respective parties. Time is of the essence of this Agreement.

21. This Agreement affects the entire understanding between the parties, and there will be no change to the terms of this Agreement except by writing signed by both parties hereto.

[AREA INTENTIONALLY LEFT BLANK]

WITNESS the hands and seals of the authorized representatives of the parties hereto the date first written above.

CONTRACTORS NAME

By: ______________________________

(Signature)

(Title)

CITY OF THOMASVILLE, GEORGIA

By: _______________________________

(Signature)

(Title)

Contractor's Oath

GEORGIA, THOMAS COUNTY

Now comes ____________________________________________________________________ before the undersigned officer authorized to administer oaths and after having been duly sworn, says he is president of _________________________________________, and that acting in that capacity, he is the one that submitted certain bids to the City of Thomasville for the construction of BRIDGE & BOX

CULVERT EROSION CONTROL Further deposing, he says that he has not, in any desire to procure such work for himself, prevented, by any means whatsoever or endeavored to prevent, anyone from making a bid therefor; nor has he induced another to withdraw their bid from this work.

SO DONE, this the ______ day of ____________________, _______ at Thomasville, Georgia.

Sworn to and subscribed before me this ______ day of _________, ______.

Notary

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EXHIBIT A

2026 BRIDGE & BOX CULVERT EROSION CONTROL

DATE

CONTRACTOR

The City of Thomasville is accepting informal bids for the project 2026 BRIDGE & BOX CULVERT EROSION CONTROL.

The Contractor proposes and agrees to contract with the CITY OF THOMASVILLE, GEORGIA to furnish all equipment, machinery, tools, apparatus, means of transportation, and labor necessary to complete the following scope of work according to

GDOT specifications referenced by item number. Work will be executed upon approval and under the general supervision of the CITY OF THOMASVILLE CITY ENGINEER.

SCOPE OF WORK: This project is based on a deficiency report that’s provided by GDOT to the City every two years. The project will provide erosion stabilizations and streambank protections on the City’s Box Culverts and Bridges. This includes work on the box culverts on Cairo Road, South Pinetree Boulevard, Clay Street, MLK @ Felix Street, Edgewood Drive, and

Cassidy Road. Additionally erosion control will be provided on the MLK and Chatham Road Bridges. This work includes the installation of rock check dams, rip rap in the ditches and in the streams.

All construction will comply with GDOT Specifications, 2021 Edition. All work is to be completed within forty (40) consecutive calendar days following receipt of the notice to proceed.

ITEM DESCRIPTION UNIT

QTY

TOTAL

UNIT

PRICE

EXTENDED

PRICE

150-1000 TRAFFIC CONTROL LS 1

151-1000 MOBILIZATION LS 1

163-0541 CONSTRUCT ROCK FILTER DAMS EA 2

201-1500 CLEARING & GRUBBING - LS 1

210-0101 GRADING COMPLETE LS 1

603-2012 STN DUMPED RIP RAP, TP 3, 12 IN SY 82

603-2018 STN DUMPED RIP RAP, TP 1, 18 IN SY 133

603-6008 SAND-CEMENT BAG RIP RAP, 8 IN SY 2

603-7000 PLASTIC FILTER FABRIC SY 53

610-0300 REM FENCE - LF 33

611-5029

RESET CHAIN LINK FENCE, ALL SIZES &

TYPES LF 33

636-1020

HIGHWAY SIGNS, TP 1 MATL, REFL

SHEETING, TP 3 SF 108

636-2070 GALV STEEL POST, TP 7 LF 350

700-9300 SOD SY 49

TOTAL BASE BID:

Proposals may be e-mailed to our office: engineering.bids@thomasville.org

The City of Thomasville will review Proposals and recommend award for the proposals received on or before 10:00 am local time, April 28, 2026 mailto:engineering.bids@thomasville.org

EXHIBIT “A”

SPECIFICATIONS

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100 - GENERAL

The work done under this Agreement, except as noted otherwise, shall be done in accordance with the below numbered Sections of the Georgia Department of Transportation, State of Georgia, Standard Specifications for

Construction of Transportation Systems, 2021 Edition, with the additions, omissions, exceptions, and deletions noted.

150 - TRAFFIC CONTROL

Section 150, Georgia Department of Transportation Standard Specifications, Page 95.

Contractor shall furnish all material, labor, and equipment necessary to control traffic and to ensure the safety of all parties concerned.

Payment will be made under:

Item No. 150-1000, Traffic Control - per lump sum.

151 - MOBILIZATION

Section 151, Georgia Department of Transportation Standard Specifications, Page 96.

Payment will be made under:

Item No. 151-1000, Mobilization – lump sum.

163 – MISCELLANEOUS EROSION CONTROL DEVICES

Section 163, Georgia Department of Transportation Standard Specifications, Page 141.

Payment will be made under:

Item No. 163-0541, Construct and Remove Rock Filter Dams—per each

201-CLEARING AND GRUBBING RIGHT OF WAY

Section 201, Georgia Department of Transportation Standard Specifications, Page 177. Clearing and Grubbing includes clearing, grubbing, removing, disposing vegetation and debris within the limits of construction and easement areas adjacent to the right-of-way.

Payment will be made under:

Item No. 201-1500, Clearing and Grubbing, per lump sum

210 - GRADING COMPLETE

Section 210, Georgia Department of Transportation Standard Specifications, Page 224.

Grading Complete includes clearing and grubbing and all items of removal not included on the Summary of Quantities or designated for removal by others.

The contractor will install Miscellaneous Erosion Control Items and complete Item 210-0100 Grading Complete for the entire project prior to any other work.

Payment will be made under:

Item No. 210-0100, Grading Complete - per lump sum

603 - RIP RAP

EXHIBIT "A"

SPECIFICATIONS

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Section 603, Georgia Department of Transportation Standard Specifications, Page 956.

Payment will be made under:

Item No. 603-2012, Stone Dumped Rip Rap, Type 3, 12 inches thick – per square yard.

Item No. 603-2018 Stone Dumped Rip Rap, Type 3, 18 inches thick – per square yard.

Item No. 603-6008 Sand Cement Bag Rip Rap, 8 in – per square yard.

Item No. 603-7000, Plastic Filter Fabric – per square yard.

610 – REMOVAL OF MISCELLANEOUS ROADWAY ITEMS

Section 610, Georgia Department of Transportation Standard Specifications, Page 971.

When removing fences, do not allow livestock to escape. If fences are to be reset according to Section 611, protect the spelter coating of fence fabric, steel fence posts, and braces. The Engineer will require that reusable posts removed be clean and free of concrete. If desired, furnish new posts instead of cleaning the old ones at no additional cost to the

Department.

Payment will be made under:

Item No. 610-0300, Remove Fence - per linear foot

611 - RELAYING, RECONSTRUCTING, OR ADJUSTING TO GRADE OF MISCELLANEOUS ROADWAY

STRUCTURES

Section 611, Georgia Department of Transportation Standard Specifications, Page 975.

The contractor will furnish all materials and labor to properly execute the relaying, reconstruction, adjustment or modification of the items to accommodate milling and adjustment to final grade prior to asphalt placement.

Payment will be made under:

Item No. 611-5029, Reset Chain Link Fence, All sizes & types – per linear foot

636 - HIGHWAY SIGNS

Section 636, Georgia Department of Transportation Standard Specifications, Page 1101.

Payment will be made under:

Item No. 636-1020, Highway Signs, Type 1 Material, Reflective Sheeting, Type 3 - per square foot.

Item No. 636-2070, Galvanized Steel Posts, Type 7 - per linear foot.

700 - GRASSING

Section 700, Georgia Department of Transportation Standard Specifications, Page 1338.

Payment will be made under:

Item No. 700-9300, Sod - per square yard.

Contractor Affidavit under O.C.G.A. § 13-10-91(b)(l)

The undersigned contractor ("Contractor") executes this Affidavit to comply with O.C.G.A § 13-10-91 related to any contract to which Contractor is a party that is subject to O.C.G.A. § 13-10-91 and hereby verifies its compliance with O.C.G.A. § 13-10-91, attesting as follows:

a) The Contractor has registered with, is authorized to use and uses the federal work authorization program commonly known as E-Verify, or any subsequent replacement program;

b) The Contractor will continue to use the federal work authorization program throughout the contract period, including any renewal or extension thereof;

c) The Contractor will notify the public employer in the event the Contractor ceases to utilize the federal work authorization program during the contract period, including renewals or extensions thereof;

d) The Contractor understands that ceasing to utilize the federal work authorization program constitutes a material breach of Contract;

e) The Contractor will contract for the performance of services in satisfaction of such contract only with subcontractors who present an affidavit to the Contractor with the information required by

O.C.G.A. § 13-10-91(a), (b), and (c);

f) The Contractor acknowledges and agrees that this Affidavit shall be incorporated into any contract(s) subject to the provisions of O.C.G.A. § 13-10- 91 for the project listed below to which

Contractor is a party after the date hereof without further action or consent by Contractor; and

g) Contractor acknowledges its responsibility to submit copies of any affidavits, drivers' licenses, and identification cards required pursuant to O.C.G.A. § 13-10-91 to the public employer within five business days of receipt.

Federal Work Authorization User Identification Number Date of Authorization

Name of Contractor Name of Project

Name of Public Employer

I hereby declare under penalty of perjury that the foregoing is true and correct.

Executed on _________, _____, 20_____ in _______________ (city), __________ (state).

Signature of Authorized Officer or Agent

Printed Name and Title of Authorized Officer or Agent

SUBSCRIBED AND SWORN BEFORE ME

ON THIS THE _______ DAY OF _____________, 20______.

NOTARY PUBLIC

My Commission Expires: _____________________________

BRIDGE & BOX CULVERT

EROSION CONTROL

CITY OF THOMASVILLE

THOMASVILLE, GEORGIA

BOX CULVERTS @

EDGEWOOD CIRCLE

WATER VALVE

WATER LINE MARKER

WATER METER

FIRE HYDRANT

SEWER MANHOLE

SEWER CLEANOUT

DRAINAGE VAULT

STORM DRAIN MANHOLE

DROP INLET

CATCH BASIN

POWER POLE

TELEPHONE MANHOLE

GAS VALVE

GAS METER

ELECTRIC MANHOLE

LIGHT

SURVEY BENCHMARK

PROPERTY CORNER

CONCRETE MONUMENT

T G

BOX CULVERTS

@ WALCOTT

SHRUB

CULVERT @ MILL

CREEK ON MLK

BRIDGE @

CHATHAM

CULVERT CROSSINGS

ON CASSIDY RD.

CSX BRIDGE

ON MLK

DRAWING NO. OF 14

CHECKED:

SCALE:

DRAWN:

DATE:

CITY OF THOMASVILLE

ENGINEERING

DEPARTMENT

P. O. BOX 1540

THOMASVILLE, GA

31799-1540

PH: (229)227-7009

FAX: (229)227-3268

LEVEL II DESIGN GSWCC No. 78012

NO. PE 031625

PROFESSIONAL

LLEDOT

POWD

B R

B O

X C

. E R

O N

C O

O L

B Y

C O

S H

CULVERT CROSSING

ON CAIRO RD.

SHOULDER REPAIR SOUTH PINETREE

BLVD. @ WEST CLUB DR.

CULVERT CROSSING ON EAST

CLAY ST.

CULVERT CROSSING ON SOUTH

PINETREE BLVD.

Know what's below.

before you dig.Call

3-20-26

AutoCAD SHX Text

E. CLAY ST

AutoCAD SHX Text

N. MARTIN LUTHER KING DR.

AutoCAD SHX Text

CSX RAILROAD

AutoCAD SHX Text

EDGEWOOD CIR.

AutoCAD SHX Text

EDGEWOOD

AutoCAD SHX Text

GLENWOOD

AutoCAD SHX Text

EAST JACKSON ST.

AutoCAD SHX Text

CHATHAM ST

AutoCAD SHX Text

E. WALCOTT ST

AutoCAD SHX Text

CASSIDY RD.

AutoCAD SHX Text

WEST JACKSON ST.

AutoCAD SHX Text

CAIRO RD.

AutoCAD SHX Text

S. PINETREE BLVD.

AutoCAD SHX Text

OLD MONTICELLO RD.

AutoCAD SHX Text

HANSELL

AutoCAD SHX Text

W. CLUB DR.

AutoCAD SHX Text 3/20/26

AutoCAD SHX Text

todd.powell Text Box Exhibit B

CITY OF THOMASVILLE "WHITE LINE ORDINANCE"

SECTION 13-151. PROTECTION OF UTILITIES.

IN ADDITION TO THE REQUIREMENTS OF CHAPTER 13-148, EACH PERSON RESPONSIBLE FOR ANY EXCAVATION OR DEMOLITION OPERATION SHALL:

(A) IN ADDITION TO THE NOTIFICATION REQUIREMENTS OF SECTION 13-148, EACH PERSON RESPONSIBLE FOR ANY EXCAVATION OR DEMOLITION OPERATION DESIGNATED IN

SECTION 13-147 SHALL:

(1)PLAN THE EXCAVATION OR DEMOLITION TO AVOID DAMAGE TO OR MINIMIZE INTERFERENCE WITH UNDERGROUND UTILITIES IN AND NEAR THE CONSTRUCTION AREA;

(2)MAINTAIN A CLEARANCE BETWEEN AN UNDERGROUND UTILITY AND THE CUTTING EDGE OR POINT OF ANY MECHANIZED EQUIPMENT, TAKING INTO ACCOUNT THE KNOWN LIMIT OF CONTROL OF SUCH CUTTING EDGE OR POINT, AS MAY BE REASONABLY NECESSARY TO AVOID DAMAGE TO SUCH UTILITIES;

(3)PROVIDE SUCH SUPPORT FOR UNDERGROUND UTILITIES IN AND NEAR THE CONSTRUCTION AREA, INCLUDING DURING BACKFILL OPERATIONS, AS MAY BE REASONABLY

NECESSARY FOR THE PROTECTION OF SUCH UTILITIES.

(B)PRIOR TO CONSTRUCTION OF UNDERGROUND FACILITIES, PROPOSED LOCATIONS SHALL BE MARKED WITH WHITE FLAGS AND WHITE PAINT BEFORE ALL OTHER EXISTING UNDERGROUND UTILITIES HAVE BEEN MARKED IN THE WORK AREA COVERED BY THE PROPOSED CONSTRUCTION.

(CODE 1958, § 18-47(H); CODE 1991, § 13-153; ORD. NO. 09092002-3 , § I, 9-9-2002)

GENERAL REQUIREMENTS

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE JOB SITE PRIOR TO PREPARING HIS BID FOR THE PURPOSE OF FAMILIARIZING HIMSELF WITH THE NATURE

AND EXTENT OF THE WORK AND LOCAL CONDITIONS, EITHER SURFACE OR SUB-SURFACE, WHICH MAY AFFECT THE WORK TO BE PERFORMED AND EQUIPMENT, LABOR, AND MATERIAL REQUIRED. FAILURE TO DO SO SHALL NOT RELIEVE THE CONTRACTOR OF COMPLETE PERFORMANCE UNDER THIS CONTRACT.

2. SAFETY: ALL WORK SHALL BE DONE IN A SAFE MANNER. ALL SAFETY RULES AND GUIDELINES OF OSHA SHALL BE FOLLOWED.

ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE LOCAL AUTHORITY ORDINANCES AND REGULATIONS AND THE LATEST RULES AND REGULATIONS GOVERNING CONSTRUCTION, DEMOLITION AND EXCAVATION AS ADOPTED BY THE SAFETY CODES OF THE STATE OF GEORGIA AND OSHA.

THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ANY INJURIES OF HIS EMPLOYEES AND ANY DAMAGE TO PRIVATE PROPERTY OR PERSONS RESULTING FROM

THIS JOB.

3. NOTIFICATION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE ENGINEERING DEPARTMENT (229-227-7009) AND SCHEDULING A PRE-CONSTRUCTION

MEETING AT LEAST 48 HOURS PRIOR TO STARTING ANY WORK ON THIS PROJECT.

4. LANE CLOSURES: THE CONTRACTOR SHALL NOTIFY CITY ENGINEERING, PRIOR TO ANY LANE CLOSURES WITHIN THE PROJECT LIMITS. ROAD CLOSURES WILL HAVE TO BE APPROVED BY THE CITY ENGINEER WITH FIVE (5) DAY ADVANCED NOTICE. ANY LANE CLOSURES LASTING MORE THAN ½ DAY WILL REQUIRE A 3 DAY NOTICE IN

ADVANCE.

5. FENCES: ALL EXISTING FENCE LOCATED WITHIN THE PROJECT LIMITS THAT WILL BE IMPACTED BY CONSTRUCTION SHALL BE RELOCATED OR REPLACED WITH LIKE FENCE. THE LOCATION OF THE RELOCATED OR REPLACED FENCE SHOULD BE ALONG THE RIGHT-OF-WAY LINE. ANY FENCING DAMAGED BY CONTRACTOR, NOT SHOWN

ON PLANS TO BE REMOVED/REPLACED, SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE.

6. VEGETATION/DEBRIS: ALL PROPOSED GRADED, PAVED AND BUILDING AREAS SHOWN ON THE DRAWINGS WILL BE CLEARED AND GRUBBED OF ALL TREES, VEGETATION AND OTHER OBJECTIONABLE DEBRIS, INCLUDING BUT NOT LIMITED TO BROKEN CONCRETE, BRICKS, ROOTS, TREES, AND MUCK, WHICH SHALL BE DISPOSED OF IN A LEGAL MANNER ACCEPTABLE

TO THE OWNER.

THE CONTRACTOR IS RESPONSIBLE FOR THE FURNISHING AND COMPACTING OF SUITABLE REPLACEMENT BACKFILL MATERIAL.

7. EXISTING GRASSED AREAS: ALL DISTURBED AREAS SHALL BE SODDED OR LANDSCAPED IN ACCORDANCE WITH THE PLANS. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING GRASS AND PLANTINGS ON ALL DISTURBED AREAS, MATCHED TO EXISTING GRASS. THE CONTRACTOR SHALL MATCH THE SOD OR GRASS TYPE

INSTALLED INSIDE THE RIGHT OF WAY WITH THE TYPE USED ON THE PROPERTY.

CONTRACTOR SHALL WATER SOD DAILY FOR TWO WEEKS IMMEDIATELY AFTER PLANTING.

8. TOPSOIL: TOPSOIL SHALL BE STRIPPED TO ITS ENTIRE DEPTH FROM ALL AREAS TO BE GRADED OR FILLED. TOPSOIL SHALL BE STOCKPILED OR REMOVED FROM THE

SITE AT OWNER'S DIRECTION.

9. UTILITIES: THE CONTRACTOR SHALL CONTACT THE UTILITY PROTECTION CENTER (811) AND ANY UTILITY OWNERS AT LEAST 72 HOURS BEFORE STARTING CONSTRUCTION TO VERIFY THE LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES WITHIN THE LIMITS OF CONSTRUCTION, AT HIS OWN COST. HE SHALL ALSO NOTIFY THE CITY ENGINEERING, UTILITIES, AND PUBLIC WORKS DEPARTMENTS AT LEAST 48 HOURS PRIOR TO THE START OF WORK ON THE PROJECT. THE LOCATION OF ANY EXISTING UTILITIES AND STRUCTURES SHOWN ON THE DRAWINGS (WATER, SEWER, GAS, POWER, TELEPHONE OR ANY OTHER UTILITIES) WHICH ARE LOCATED ACROSS, UNDERNEATH, ALONG AND WITHIN THE LIMITS OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE DRAWINGS, AND IF THEY ARE SHOWN, THEIR LOCATIONS ARE ONLY APPROXIMATE. IF THERE APPEARS TO BE A CONSTRUCTION CONFLICT OR IF ANY UTILITY NOT SHOWN ON THE DRAWINGS IS DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. THE CONTRACTOR SHALL BE LIABLE FOR ALL DAMAGE DONE TO ANY STRUCTURES OR PROPERTY THROUGH HIS CARELESSNESS OR NEGLIGENCE. ANY STAKES, HUBS, ETC. DESTROYED WILL BE REPLACED AT THE CONTRACTOR'S EXPENSE.

DRAWING NO. OF 14

CHECKED:

SCALE:

DRAWN:

DATE:

CITY OF THOMASVILLE

ENGINEERING

DEPARTMENT

P. O. BOX 1540

THOMASVILLE, GA

31799-1540

PH: (229)227-7009

FAX: (229)227-3268

LEVEL II DESIGN GSWCC No. 78012

NO. PE 031625

PROFESSIONAL

LLEDOT

POWD

B R

B O

X C

. E R

O N

C O

O L

B Y

N O

Know what's below.

before you dig.Call

3-20-26

AutoCAD SHX Text 3/20/26

AutoCAD SHX Text C0

REPAIR SCOUR (3' DEEP)

RIP RAP TYPE 1-18" DIA.

PAY ITEM 603-2018

RIP RAP TYPE 3-12" DIA.

PAY ITEM 603-2012

EXIST. CONCRETE

BRIDGE

REMOVE DEBRIS AROUND

BENTS & PILES & SPRAY

ALL STUMPS TO PREVENT REGROWTH

PAY ITEM 201-1500

12'

RIP RAP TYPE 3-12" DIA.

PAY ITEM 603-2012

FILTER FABRIC

PAY ITEM 603-7000

EROSION AROUND ABUTMENT

RIP RAP TYPE 3-12" DIA.

PAY ITEM 603-2012

REMOVE TREES & UNDERBRUSH

AROUND BRIDGE STRUCTURE & PILES

& SPRAY ALL STUMPS TO PREVENT REGROWTH

PAY ITEM 201-1500

8' 4'

14'

10'

11'

CONSTRUCT ROCK FILTER DAM

WITHIN EXISTING DITCH

PAY ITEM 163-0541

CHATHAM DR.

TYPE 3 OBJECT MARKER SIGN OM3-R; 12"X36"; 3 SF

W\ 3 REFLECTORS MOUNTED ON POST

PAY ITEM 636-1020 SEE SHEET C14

GALV STEEL POST, TP 7 (10 LF)

PAY ITEM 636-2070

TYPE 3 OBJECT MARKER SIGN OM3-R; 12"X36"; 3 SF

W\ 3 REFLECTORS MOUNTED ON POST

PAY ITEM 636-1020 SEE SHEET C14

GALV STEEL POST, TP 7 (10 LF)

PAY ITEM 636-2070

TYPE 3 OBJECT MARKER SIGN OM3-L; 12"X36"; 3 SF

W\ 3 REFLECTORS MOUNTED ON POST

PAY ITEM 636-1020 SEE SHEET C14

GALV STEEL POST, TP 7 (10 LF)

PAY ITEM 636-2070

TYPE 3 OBJECT MARKER SIGN OM3-L; 12"X36"; 3 SF

W\ 3 REFLECTORS MOUNTED ON POST

PAY ITEM 636-1020 SEE SHEET C14

GALV STEEL POST, TP 7 (10 LF)

PAY ITEM 636-2070

8" CAST IRON

10" SEWER

8" CAST IRON8" CI

8" CI

8" CI 8" CI

8" CI

10-IN-S

-IN

-S

-IN

-S

-IN

-S

18-IN-S

24-IN-S

DRAWING NO. OF 14

CHECKED:

SCALE:

DRAWN:

DATE:

CITY OF THOMASVILLE

ENGINEERING

DEPARTMENT

P. O. BOX 1540

THOMASVILLE, GA

31799-1540

PH: (229)227-7009

FAX: (229)227-3268

LEVEL II DESIGN GSWCC No. 78012

NO. PE 031625

PROFESSIONAL

LLEDOT

POWD

B R

B O

X C

. E R

O N

C O

O L

B R

C H

A M

R D

NOTE: THE BRIDGE DECKS SHALL REMAIN IN PLACE DURING THE PLACEMENT OF THE 12" DIA. RIP RAP

BENEATH THE BRIDGE

Know what's below.

before you dig.Call

3-20-26

AutoCAD SHX Text 3/20/26

AutoCAD SHX Text C1

AutoCAD SHX Text

1 INCH = FT.

AutoCAD SHX Text

PAY ITEM 603-2018

EXIST. CULVERTS

EXIST. CONC. SPILLWAY

REPAIR SCOUR (3' DEEP)

RIP RAP TYPE 1-18" DIA.

PAY ITEM 603-2018

EXIST. (2) WATER. MAINS

(PROTECT FROM RIP RAP PLACEMENT)

SEE PHOTO 4 SHEET C11

REMOVE TREES OBSTRUCTING

RIP RAP PLACEMENT

PAY ITEM 201-1500

N . M

A R

L U

G D

FELIX ST.

EXIST. CHAIN LINK FENCE

REMOVE AND REINSTALL

FOR CONSTRUCTION

PAY ITEM 610-0300 & 611-5029

TYPE 3 OBJECT MARKER SIGN OM3-R; 12"X36"; 3 SF

W\ 3 REFLECTORS MOUNTED ON POST

PAY ITEM 636-1020 SEE SHEET C14

GALV STEEL POST, TP 7 (10 LF)

PAY ITEM 636-2070

TYPE 3 OBJECT MARKER SIGN OM3-L; 12"X36"; 3 SF

W\ 3 REFLECTORS MOUNTED ON POST

PAY ITEM 636-1020 SEE SHEET C14

GALV STEEL POST, TP 7 (10 LF)

PAY ITEM 636-2070

TYPE 3 OBJECT MARKER SIGN OM3-R; 12"X36"; 3 SF

W\ 3 REFLECTORS MOUNTED ON POST

PAY ITEM 636-1020 SEE SHEET C14

GALV STEEL POST, TP 7 (10 LF)

PAY ITEM 636-2070

TYPE 3 OBJECT MARKER SIGN OM3-L; 12"X36"; 3 SF

W\ 3 REFLECTORS MOUNTED ON POST

PAY ITEM 636-1020 SEE SHEET C14

GALV STEEL POST, TP 7 (10 LF)

PAY ITEM 636-2070

EXIST. SEWER

EXIST. STORM

EXIST. GAS

EXIST.8" SEWER

EXIST.8" AC

EXIST. STORM

W W W

W W

8" A

C 8"

A C

8" A

C 8"

A C

8" A

C 8"

A C

" A

" A C

12" AC

8" HDPE

-S 8-

-S

-S 8-

-S

-S 8-

-S

-S 8-

-S

-S 8-

-S

-S 8-

-S

-S 8-

-S

-S 8-

-S

-S 8-

-S

-S 8-

-S

8-IN-S

10-IN

-S

10-IN

-S

10-IN

-S

10-IN

-S

10-IN

-S

10-IN

-S

10-IN

-S

10-IN

-S

10-IN

-S

10-IN

-S

10-IN

-S

10-IN

-S

10-IN

-S

10-IN

-S

10-IN

-S

G G G

GAS

FELIX ST

DRAWING NO. OF 14

CHECKED:

SCALE:

DRAWN:

DATE:

CITY OF THOMASVILLE

ENGINEERING

DEPARTMENT

P. O. BOX 1540

THOMASVILLE, GA

31799-1540

PH: (229)227-7009

FAX: (229)227-3268

LEVEL II DESIGN GSWCC No. 78012

NO. PE 031625

PROFESSIONAL

LLEDOT

POWD

B R

B O

X C

. E R

O N

C O

O L

B O

X C

L C

Know what's below.

before you dig.Call

AutoCAD SHX Text 3/20/26

AutoCAD SHX Text C2

AutoCAD SHX Text

1 INCH = FT.

AutoCAD SHX Text

CSX RAILROAD

D R

E B

G E

REM. TREES & ROOTS

FROM PILE CAP & PILES

PAY ITEM 201-1500REM. TREES & ROOTS

FROM PILE CAP & PILES

PAY ITEM 201-1500

REM. TREES & ROOTS

FROM PILE CAP SEE

SHEET C13

PAY ITEM 201-1500

REM. TREES & ROOTS

FROM PILE CAP

PAY ITEM 201-1500

SAND CEMENT BAGS

ABUTMENT NO. 1 SEE SHEET C13

PAY ITEM 603-6008

12" C I

DRAWING NO. OF 14

CHECKED:

SCALE:

DRAWN:

DATE:

CITY OF THOMASVILLE

ENGINEERING

DEPARTMENT

P. O. BOX 1540

THOMASVILLE, GA

31799-1540

PH: (229)227-7009

FAX: (229)227-3268

LEVEL II DESIGN GSWCC No. 78012

NO. PE 031625

PROFESSIONAL

LLEDOT

POWD

B R

B O

X C

. E R

O N

C O

O L

C U

C R

NOTE: CONTRACTOR SHALL SPRAY ALL STUMPS OF REMOVED VEGETATION TO PREVENT REGROWTH.

3-20-26

AutoCAD SHX Text 3/20/26

AutoCAD SHX Text C3

AutoCAD SHX Text

1 INCH = FT.

AutoCAD SHX Text

EXISTING BOX CULVERTS

(3 BARRELS) EACH 8' WIDE X 6' HIGH

INST.TOPSOIL, MATCH TO TOP

WINGWALL PAY ITEM 201-0101

ADD TYPE 3, 12" DIAMETER

RIP RAP WITH FILTER

FABRIC, (PAY ITEMS 603-2012 & 603-7000)

SEE PHOTO NO. 3 SHEET C11

ADD SOIL COVER OVER

EXPOSED CABLE & SOD

PAY ITEMS 201-0101 & 700-9300

12'

ADD TYPE 1, 18" DIAMETER

RIP RAP WITH FILTER

FABRIC, (PAY ITEMS 603-2018 & 603-7000)

INST. SOD PAY ITEM 700-9300

SEE PHOTO NO. 2 SHEET C11

REMOVE DRIFT & DEBRIS, (PAY ITEM 201-1500)

SEE PHOTO NO. 1 SHEET C11 25'

OLD CAIRO ROAD

TYPE 3 OBJECT MARKER SIGN OM3-L; 12"X36"; 3 SF

W\ 3 REFLECTORS MOUNTED ON POST

PAY ITEM 636-1020 SEE SHEET C14

GALV STEEL POST, TP 7 (10 LF)

PAY ITEM 636-2070

TYPE 3 OBJECT MARKER SIGN OM3-R; 12"X36"; 3 SF

W\ 3 REFLECTORS MOUNTED ON POST

PAY ITEM 636-1020 SEE SHEET C14

GALV STEEL POST, TP 7 (10 LF)

PAY ITEM 636-2070

TYPE 3 OBJECT MARKER SIGN OM3-R; 12"X36"; 3 SF

W\ 3 REFLECTORS MOUNTED ON POST

PAY ITEM 636-1020 SEE SHEET C14

GALV STEEL POST, TP 7 (10 LF)

PAY ITEM 636-2070

TYPE 3 OBJECT MARKER SIGN OM3-L; 12"X36"; 3 SF

W\ 3 REFLECTORS MOUNTED ON POST

PAY ITEM 636-1020 SEE SHEET C14

GALV STEEL POST, TP 7 (10 LF)

PAY ITEM 636-2070

EXIST. SEWER

EXIST. 8" WATER

EXIST. 12" WATER

EXIST. GAS

EXIST. 8" WATER

12" DI

8" CI

-IN

-S

-IN

-S

-IN

-S

-IN

-S

-IN

-S

-IN

-S

-IN

-S

-IN

-S

-IN

-S

-IN

-S

-IN

-S

-IN

-S

-IN

-S

-IN

-S

-IN

-S

-IN

-S

-IN

-S

-IN

-S

-IN

-S

-IN

-S

-IN

-S

-IN

-S

AS GAS

GAS

DRAWING NO. OF 14

CHECKED:

SCALE:

DRAWN:

DATE:

CITY OF THOMASVILLE

ENGINEERING

DEPARTMENT

P. O. BOX 1540

THOMASVILLE, GA

31799-1540

PH: (229)227-7009

FAX: (229)227-3268

LEVEL II DESIGN GSWCC No. 78012

NO. PE 031625

PROFESSIONAL

LLEDOT

POWD

B R

B O

X C

. E R

O N

C O

O L

N R

C A

B O

X C

Know what's below.

before you dig.Call

3-20-26

AutoCAD SHX Text 3/20/26

AutoCAD SHX Text C4

AutoCAD SHX Text

1 INCH = FT.

AutoCAD SHX Text

GUARD RAIL

EXISTING BOX CULVERT (3 BARRELS)

9' WIDE X 7' HIGH

INST CLASS 3, 12" DIAMETER RIP RAP

WITH FILTER FABRIC

PAY ITEM 603-2012

PAY ITEM 603-7000

SEE PHOTO NO. 7 SHEET C12

5'7'

S. PINETREE BLVD.

OLIVE CREEK --->

TYPE 3 OBJECT MARKER SIGN OM3-L; 12"X36"; 3 SF

W\ 3 REFLECTORS MOUNTED ON POST

PAY ITEM 636-1020 SEE SHEET C14

GALV STEEL POST, TP 7 (10 LF)

PAY ITEM 636-2070

TYPE 3 OBJECT MARKER SIGN OM3-R; 12"X36"; 3 SF

W\ 3 REFLECTORS MOUNTED ON POST

PAY ITEM 636-1020 SEE SHEET C14

GALV STEEL POST, TP 7 (10 LF)

PAY ITEM 636-2070

TYPE 3 OBJECT MARKER SIGN OM3-R; 12"X36"; 3 SF

W\ 3 REFLECTORS MOUNTED ON POST

PAY ITEM 636-1020 SEE SHEET C14

GALV STEEL POST, TP 7 (10 LF)

PAY ITEM 636-2070

TYPE 3 OBJECT MARKER SIGN OM3-L; 12"X36"; 3 SF

W\ 3 REFLECTORS MOUNTED ON POST

PAY ITEM 636-1020 SEE SHEET C14

GALV STEEL POST, TP 7 (10 LF)

PAY ITEM 636-2070

EXIST. 4" GAS

EXIST. 6" WATER

EXIST. STORM DRAIN

EXIST. 8" HDPE

8" H

DPE

8" H

DPE

8" H

DPE

8" H

DPE

8" H

DPE

8" H

DPE

8" H

DPE

8" H

DPE

8" H

DPE

8" H

DPE

8" H

DPE

GAS

GAS GAS GAS GAS GAS

GAS

DRAWING NO. OF 14

CHECKED:

SCALE:

DRAWN:

DATE:

CITY OF THOMASVILLE

ENGINEERING

DEPARTMENT

P. O. BOX 1540

THOMASVILLE, GA

31799-1540

PH: (229)227-7009

FAX: (229)227-3268

LEVEL II DESIGN GSWCC No. 78012

NO. PE 031625

PROFESSIONAL

LLEDOT

POWD

B R

B O

X C

. E R

O N

C O

O L

E C

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3-20-26

AutoCAD SHX Text 3/20/26

AutoCAD SHX Text C5

AutoCAD SHX Text

1 INCH = FT.

AutoCAD SHX Text

REMOVE ASPHALT DEBRIS

INST. FILL TO MATCH EDGE OF

PAVEMENT TO A DISTANCE 18 IN.

FROM EDGE OF PAVEMENT

PAY ITEM 210-0101

PLACE 12 IN. SOD FROM EDGE OF

PAVEMENT PAY ITEM 700-9300

REMOVE ASPHALT DEBRIS

INST. FILL TO MATCH EDGE OF

PAVEMENT TO A DISTANCE 18 IN.

FROM EDGE OF PAVEMENT

PAY ITEM 210-0101

PLACE 12 IN. SOD FROM EDGE OF

PAVEMENT PAY ITEM 700-9300

S. PINETREE BLVD.

. CLUB DR.

66'

107'

62'

8" HDPE

2" GP

G G

GAS

DRAWING NO. OF 14

CHECKED:

SCALE:

DRAWN:

DATE:

CITY OF THOMASVILLE

ENGINEERING

DEPARTMENT

P. O. BOX 1540

THOMASVILLE, GA

31799-1540

PH: (229)227-7009

FAX: (229)227-3268

LEVEL II DESIGN GSWCC No. 78012

NO. PE 031625

PROFESSIONAL

LLEDOT

POWD

B R

B O

X C

. E R

O N

C O

O L

. C

B D

R . E

R O

Know what's below.

before you dig.Call

3-20-26

AutoCAD SHX Text 3/20/26

AutoCAD SHX Text C6

AutoCAD SHX Text

1 INCH = FT.

AutoCAD SHX Text

PAY ITEM 603-2018

REPAIR SCOUR (3' DEEP)

RIP RAP TYPE 1-18" DIA.

PAY ITEM 603-2018

12'

EXIST. CULVERTS (2)

12'

C A

Y R

TYPE 3 OBJECT MARKER SIGN OM3-R; 12"X36"; 3 SF

W\ 3 REFLECTORS MOUNTED ON POST

PAY ITEM 636-1020 SEE SHEET C14

TYPE 3 OBJECT MARKER SIGN OM3-L; 12"X36"; 3 SF

W\ 3 REFLECTORS MOUNTED ON POST

PAY ITEM 636-1020 SEE SHEET C14

GALV STEEL POST, TP 7 (10 LF)

PAY ITEM 636-2070

EXIST. GAS

TYPE 3 OBJECT MARKER SIGN OM3-L; 12"X36"; 3 SF

W\ 3 REFLECTORS MOUNTED ON POST

PAY ITEM 636-1020 SEE SHEET C14

GALV STEEL POST, TP 7 (10 LF)

PAY ITEM 636-2070

TYPE 3 OBJECT MARKER SIGN OM3-R; 12"X36"; 3 SF

W\ 3 REFLECTORS MOUNTED ON POST

PAY ITEM 636-1020 SEE SHEET C14

GALV STEEL POST, TP 7 (10 LF)

PAY ITEM 636-2070

EXIST. GAS

24-IN-S

DRAWING NO. OF 14

CHECKED:

SCALE:

DRAWN:

DATE:

CITY OF THOMASVILLE

ENGINEERING

DEPARTMENT

P. O. BOX 1540

THOMASVILLE, GA

31799-1540

PH: (229)227-7009

FAX: (229)227-3268

LEVEL II DESIGN GSWCC No. 78012

NO. PE 031625

PROFESSIONAL

LLEDOT

POWD

B R

B O

X C

. E R

O N

C O

O L

C U

C A

Y R

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3-20-26

AutoCAD SHX Text 3/20/26

AutoCAD SHX Text C7

AutoCAD SHX Text

1 INCH = FT.

AutoCAD SHX Text

FOR SCOUR, INST. RIP RAP

TYPE 1-18" DIA.

PAY ITEM 603-2018

EXIST. TURN DOWN

CONCRETE WALL

AT 18" PIPE OUTFALL

INST. RIP RAP TYPE 3-12" DIA.

PAY ITEM 603-2012

FILTER FABRIC

PAY ITEM 603-7000

EXIST. CONCRETE

BOX CULVERTS

EXIST. 18" RCP

EXIST. CONCRETE

BOX CULVERTS

FOR SCOUR, INST. RIP RAP TYPE 1-18" DIA.

AT EDGE OF CONC. SLAB

PAY ITEM 603-2018

7'N. M

ITCHELL ST.

EXIST. TURN DOWN

CONCRETE WALL

TYPE 3 OBJECT MARKER SIGN OM3-R; 12"X36"; 3 SF

W\ 3 REFLECTORS MOUNTED ON POST

PAY ITEM 636-1020 SEE SHEET C14

GALV STEEL POST, TP 7 (10 LF)

PAY ITEM 636-2070

TYPE 3 OBJECT MARKER SIGN OM3-L; 12"X36"; 3 SF

W\ 3 REFLECTORS MOUNTED ON POST

PAY ITEM 636-1020 SEE SHEET C14

GALV STEEL POST, TP 7 (10 LF)

PAY ITEM 636-2070

TYPE 3 OBJECT MARKER SIGN OM3-L; 12"X36"; 3 SF

W\ 3 REFLECTORS MOUNTED ON POST

PAY ITEM 636-1020 SEE SHEET C14

GALV STEEL POST, TP 7 (10 LF)

PAY ITEM 636-2070

EXIST. GAS

TYPE 3 OBJECT MARKER SIGN OM3-R; 12"X36"; 3 SF

W\ 3 REFLECTORS MOUNTED ON POST

PAY ITEM 636-1020 SEE SHEET C14

GALV STEEL POST, TP 7 (10 LF)

PAY ITEM 636-2070

EXIST. 12" WATER

EXIST. GAS

STREAM

" A

" H

6" HDPE

6" H

18-IN-S

18-IN

-S

18-IN

-S

18-IN

-S

18-IN

-S

18-IN

-S

18-IN

-S

18-IN

-S

18-IN

-S

18-IN

-S

18-IN

-S

18-IN

-S

18-IN

-S

18-IN

-S

18-IN

-S

18-IN

-S

18-IN

-S

18-IN

-S

18-IN

-S

18-IN

-S

18-IN

-S

18-IN

-S

18-IN

-S

18-IN

-S

G G G

GAS

GASGAS

GAS

GEW

OOD

DRAWING NO. OF 14

CHECKED:

SCALE:

DRAWN:

DATE:

CITY OF THOMASVILLE

ENGINEERING

DEPARTMENT

P. O. BOX 1540

THOMASVILLE, GA

31799-1540

PH: (229)227-7009

FAX: (229)227-3268

LEVEL II DESIGN GSWCC No. 78012

NO. PE 031625

PROFESSIONAL

LLEDOT

POWD

B R

B O

X C

. E R

O N

C O

O L

B O

X C

D G

O D

Know what's below.

before you dig.Call

3-20-26

AutoCAD SHX Text 3/20/26

AutoCAD SHX Text C8

AutoCAD SHX Text

1 INCH = FT.

AutoCAD SHX Text

INST. RIP RAP TYPE 3-12" DIA.

PAY ITEM 603-2012

FILTER FABRIC

PAY ITEM 603-7000

EXIST. CONCRETE

BOX CULVERTS (4) 6' HIGH x 7' WIDE SEE PHOTO 6 SHEET C12

SEE PHOTO 5 SHEET C12

INST. RIP RAP TYPE 3-12" DIA.

PAY ITEM 603-2012

FILTER FABRIC

PAY ITEM 603-7000

11'

INST. RIP RAP TO RESIST

EROSION FROM BEND IN CREEK

E. C

LAY ST.

N. M

ITCHELL ST.

<--STREAM

TYPE 3 OBJECT MARKER SIGN OM3-R; 12"X36"; 3 SF

W\ 3 REFLECTORS MOUNTED ON POST

PAY ITEM 636-1020 SEE SHEET C14

GALV STEEL POST, TP 7 (10 LF)

PAY ITEM 636-2070

TYPE 3 OBJECT MARKER SIGN

OM3-L; 12"X36"; 3 SF

W\ 3 REFLECTORS MOUNTED ON POST

PAY ITEM 636-1020 SEE SHEET C14

GALV STEEL POST, TP 7 (10 LF)

PAY ITEM 636-2070

TYPE 3 OBJECT MARKER SIGN OM3-L; 12"X36"; 3 SF

W\ 3 REFLECTORS MOUNTED ON POST

PAY ITEM 636-1020 SEE SHEET C14

GALV STEEL POST, TP 7 (10 LF)

PAY ITEM 636-2070

TYPE 3 OBJECT MARKER SIGN OM3-R; 12"X36"; 3 SF

W\ 3 REFLECTORS MOUNTED ON POST

PAY ITEM 636-1020 SEE SHEET C14

GALV STEEL POST, TP 7 (10 LF)

PAY ITEM 636-2070

EXIST. 6" WATER

EXIST. STORM

EXIST. GAS

EXIST. STORM

EXIST. 8"

CAST IRON

<--STREAM

6" AC

8" H

DPE

8" H

DPE

8" HDPE

6" C I

6 IN

8-IN

-S

8-IN

-S

8-IN

-S

8-IN

-S

8-IN

-S

8-IN

-S

8-IN

-S

8-IN-S

8-IN

-S

8-IN

-S

8-IN

-S

8-IN

-S

8-IN

-S

8-IN

-S

8-IN

-S

12-IN-S

20-IN-S

G G

GAS

E CLAY ST

DRAWING NO. OF 14

CHECKED:

SCALE:

DRAWN:

DATE:

CITY OF THOMASVILLE

ENGINEERING

DEPARTMENT

P. O. BOX 1540

THOMASVILLE, GA

31799-1540

PH: (229)227-7009

FAX: (229)227-3268

LEVEL II DESIGN GSWCC No. 78012

NO. PE 031625

PROFESSIONAL

LLEDOT

POWD

B R

B O

X C

. E R

O N

C O

O L

B O

X C

D G

O D

Know what's below.

before you dig.Call

N. MITCHELL ST.

3-20-26

AutoCAD SHX Text 3/20/26

AutoCAD SHX Text C9

AutoCAD SHX Text

1 INCH = FT.

AutoCAD SHX Text

PAY ITEM 603-2018

EXIST. BOX CULVERTS

REMOVE TREES & UNDERBRUSH

AROUND BRIDGE STRUCTURE & PILES

& SPRAY STUMPS TO PREVENT REGROWTH

PAY ITEM 201-1500

N. M

ITCHELL ST.

E.W

ALCOTT S

EDGE CONC. APRON

REPAIR SCOUR (3' DEEP)

RIP RAP TYPE 1-18" DIA.

PAY ITEM 603-2018

EXIST. CONC. APRON

EXIST. CONC. SPILLWAY

TYPE 3 OBJECT MARKER SIGN OM3-R; 12"X36"; 3 SF

W\ 3 REFLECTORS MOUNTED ON POST

PAY ITEM 636-1020 SEE SHEET C14

GALV STEEL POST, TP 7 (10 LF)

PAY ITEM 636-2070

EXIST. SEWER

EXIST. STORM

EXIST. 6" WATER

TYPE 3 OBJECT MARKER SIGN OM3-L; 12"X36"; 3 SF

W\ 3 REFLECTORS MOUNTED ON POST

PAY ITEM 636-1020 SEE SHEET C14

GALV STEEL POST, TP 7 (10 LF)

PAY ITEM 636-2070

TYPE 3 OBJECT MARKER SIGN OM3-R; 12"X36"; 3 SF

W\ 3 REFLECTORS MOUNTED ON POST

PAY ITEM 636-1020 SEE SHEET C14

GALV STEEL POST, TP 7 (10 LF)

PAY ITEM 636-2070

EXIST. STORM

TYPE 3 OBJECT MARKER SIGN OM3-L; 12"X36"; 3 SF

W\ 3 REFLECTORS MOUNTED ON POST

PAY ITEM 636-1020 SEE SHEET C14

GALV STEEL POST, TP 7 (10 LF)

PAY ITEM 636-2070

EXIST. 6" WATER

EXIST. STORM

BRUCES B

RANCH

W W

6" C I

6" HDPE

8-IN

-S

8-IN

-S

8-IN

-S

8-IN

-S

8-IN

-S

8-IN

-S

8-IN

-S

8-IN

-S

8-IN

-S

8-IN

-S

8-IN

-S

8-IN

-S

8-IN

-S

8-IN

-S

8-IN

-S

8-IN

-S

8-IN

-S

8-IN

-S

8-IN

-S

8-IN

-S

8-IN

-S

8-IN

-S

8-IN

-S

8-IN

-S

8-IN

-S

8-IN

-S

8-IN

-S

8-IN

-S

8-IN

-S

8-IN

-S

8-IN

-S

8-IN

-S

8-IN

-S

18-IN-S

24-IN-S

GAS

E W

ALCOTT ST

DRAWING NO. OF 14

CHECKED:

SCALE:

DRAWN:

DATE:

CITY OF THOMASVILLE

ENGINEERING

DEPARTMENT

P. O. BOX 1540

THOMASVILLE, GA

31799-1540

PH: (229)227-7009

FAX: (229)227-3268

LEVEL II DESIGN GSWCC No. 78012

NO. PE 031625

PROFESSIONAL

LLEDOT

POWD

B R

B O

X C

. E R

O N

C O

O L

W A

O X

C U

21'

Know what's below.

before you dig.Call

3-20-26

AutoCAD SHX Text 3/20/26

AutoCAD SHX Text C10

AutoCAD SHX Text

1 INCH = FT.

AutoCAD SHX Text

PHOTO NO. 1 CAIRO ROAD BOX CULVERT

UPSTREAM LOOKING NORTH EAST

PHOTO NO. 2 CAIRO ROAD BOX CULVERT

UPSTREAM LOOKING SOUTH EAST

PHOTO NO. 3 CAIRO ROAD BOX CULVERT

UPSTREAM LOOKING WEST

PHOTO NO. 4 MARTIN LUTHER KING AT FELIX ST.

UPSTREAM SIDE LOOKING EAST

DRAWING NO. OF 14

CHECKED:

SCALE:

DRAWN:

DATE:

CITY OF THOMASVILLE

ENGINEERING

DEPARTMENT

P. O. BOX 1540

THOMASVILLE, GA

31799-1540

PH: (229)227-7009

FAX: (229)227-3268

LEVEL II DESIGN GSWCC No. 78012

NO. PE 031625

PROFESSIONAL

LLEDOT

POWD

B R

B O

X C

. E R

O N

C O

O L

C A

R D

Know what's below.

before you dig.Call

3-20-26

AutoCAD SHX Text 3/20/26

AutoCAD SHX Text C11

PHOTO NO. 5 EAST CLAY ST. UPSTREAM SIDE LOOKING SOUTH WSST PHOTO NO. 6 EAST CLAY ST. UPSTREAM SIDE LOOKING SOUTH EAST

PHOTO NO. 7 SOUTH PINETREE DITCH

DRAWING NO. OF 14

CHECKED:

SCALE:

DRAWN:

DATE:

CITY OF THOMASVILLE

ENGINEERING

DEPARTMENT

P. O. BOX 1540

THOMASVILLE, GA

31799-1540

PH: (229)227-7009

FAX: (229)227-3268

LEVEL II DESIGN GSWCC No. 78012

NO. PE 031625

PROFESSIONAL

LLEDOT

POWD

B R

B O

X C

. E R

O N

C O

O L

S T.

Know what's below.

before you dig.Call

3-20-26

AutoCAD SHX Text 3/20/26

AutoCAD SHX Text C12

REMOVE TREES & ROOTS

& SPRAY STUMPS TO

PREVENT REGROWTH

PAY ITEM 210-0100

ADD SAND CEMENT BAGS,

STAGGERED,

TO PREVENT ABUTMENT EROSION

PAY ITEM 603-6008

PILE CAP TREE AND ROOT REMOVALS

BENEATH ABUTMENT NO. 1

DRAWING NO. OF 14

CHECKED:

SCALE:

DRAWN:

DATE:

CITY OF THOMASVILLE

ENGINEERING

DEPARTMENT

P. O. BOX 1540

THOMASVILLE, GA

31799-1540

PH: (229)227-7009

FAX: (229)227-3268

LEVEL II DESIGN GSWCC No. 78012

NO. PE 031625

PROFESSIONAL

LLEDOT

POWD

B R

B O

X C

. E R

O N

C O

O L

C R

O N

B Y

C R

O N

B Y

C R

O N

B Y

R O

C R

O N

B Y

Know what's below.

before you dig.Call

3-20-26

AutoCAD SHX Text 3/20/26

AutoCAD SHX Text C13

AutoCAD SHX Text

MTP

AutoCAD SHX Text

AutoCAD SHX Text 2-23-22

NOTE ADDITION

TYPE 3 OBJECT MARKERSTYPE 3 OBJECT MARKERS

DRAWING NO. OF 14

CHECKED:

SCALE:

DRAWN:

DATE:

CITY OF THOMASVILLE

ENGINEERING

DEPARTMENT

P. O. BOX 1540

THOMASVILLE, GA

31799-1540

PH: (229)227-7009

FAX: (229)227-3268

LEVEL II DESIGN GSWCC No. 78012

NO. PE 031625

PROFESSIONAL

LLEDOT

POWD

B R

B O

X C

. E R

O N

C O

O L

3-20-26

AutoCAD SHX Text 3/20/26

AutoCAD SHX Text C14

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 Mar 30, 2026.