24765_0010 Addendum _2 with attachments.pdf

Z:\24765\24765.0010\Documents\Construction\Bid\Addenda\Addendum #2\24765.0010 Addendum #2.doc

TRADEPORT WEST WAY– ROAD IMPROVEMENTS

PREPARED FOR:

LIBERTY COUNTY DEVELOPMENT AUTHORITY

T&H PROJECT NO.

J–24765.0010

ADDENDUM NO. 2 April 30, 2026

GENERAL

This Addendum has been issued on behalf of Liberty County Development Authority. The following information should be considered by prospective bidders in preparation of their proposals and is hereby incorporated into the Proposal Documents. Bidders shall be responsible for acknowledging receipt of this addendum in the Proposal Form, Document 00313. Failure to do so will result in the proposal being considered non–responsive.

Questions and requests for information must be submitted no later than 12:00 PM, Friday, May 1, 2026.

PART I – QUESTIONS AND CLARIFICATIONS:

A. QUESTIONS:

1. Storm Drainage Section Bid Schedule- 4" subgrade drain is listed as a bid item with no quantity and not shown on construction drawings. Please clarify.

Response: Quantity has been added to the bid form.

2. Retrofit Slotted Board Dam - Retrofits are shown on the construction drawings however not shown on the bid schedule. Can a line item be added to the bid schedule?

Response: This has been updated in the plans to show only one RT-B.

3. Sanitary Sewer - 2" Force Main Tie into new Manhole. Construction drawings do not show this line item. Please clarify the location and if air release valves are required on this new line.

Response: This is shown on the plans see sheet C7.2.

4. Can clearing debris be burned onsite?

Response: No burning on site, chip and haul only.

5. Is the unit of measure correct for the Fine Grading line item on the bid schedule?

Response: The fine grading unit has been revised to SY.

6. SC-7 (c) states that the contract must have Builder’s Risk Insurance (Fire and

Extended Coverage). Will this be required? This is unusual to be required for a roadway project and can add unnecessary cost to the project.

Response: Builder’s Risk Insurance is not required.

7. There are no bid items for the Emergency Spillway, Slotted Board Dam, 40’ of 24”

RCP and (2) 24” FES. Will these be added?

Response: A line item has been added.

Liberty County Development Authority

Tradeport West Way– Road Improvements

Addendum #2

April 30, 2026

8. The ‘4” Subgrade Drain’ has a quantity of 0 in the bid schedule. Can you place a quantity on this item?

Response: See response to question 1.

9. The bid item for ‘2” Force Main Tie into New Manhole’ has a quantity of 13,400

LF? Should this quantity be 34’ instead?

Response: This has been revised to match the correct length.

10. Is there anywhere on site to borrow or waste dirt material as needed?

Response: No

11. Will the Contractor be responsible to pay for all 3rd party testing?

Response: No, the Development Authority will handle this cost.

12. Will the Contractor be responsible for all water quality monitoring, inspections and sampling?

Response: No, the Development Authority will handle this cost.

14. For Fine Grading under the Sitework section, should this be in Square Yards or

Cubic Yards?

Response: Please see response to Question #5.

15. Is this a Buy American project for materials?

17 Is this a Davis Bacon wage rate project?

18. When can we go out and visit the site?

Response: Per Addendum #1, the site was opened on April 30th from 10am-2pm.

19. Based on the pre-proposal conference, this project must be completed by

December. Is December 15 the hard date or is by the end of December?

Response: The project must be completed by December 15, 2026.

29. Can I get the actual bid date? Bonding company needs this to process our bid bond. There were a couple of dates listed.

Response: This project was advertised on Friday, April 10, 2026. The RFP is due on

Monday, May 11, 2026.

Liberty County Development Authority

Tradeport West Way– Road Improvements

Addendum #2

April 30, 2026

PART II – CONTRACT DOCUMENTS AND TECHNICAL SPECIFICATIONS:

The Proposal Documents shall be changed in the following respects:

SECTION 00313 – PROPOSAL FORM

1. Section 00313 has been revised. Delete and replace with the attached Section 00313 –

“Proposal Form”.

2. Bidder must use the enclosed form. NO OTHER FORM SHALL BE ACCEPTED.

PART III – DRAWINGS:

Based on agency comments (GDOT), the drawings have been revised to include revisions to the following plan sheets. Delete and replace with the attached revised:

CO – Cover Sheet

GDOT1.1 – GDOT Plan – Highway 17

GDOT1.2 – GDOT Plan – Highway 17

GDOT 1.3 – GDOT Plan – Highway 17

GDOT 1.4 – GDOT Details

GDOT 1.5 – GDOT Details

All other aspects of the project remain unchanged.

THOMAS & HUTTON

Felipe I. Toledo, PE

Principal / Project Manager

End of ADDENDUM NO. 2

00313 – 1 Revised per Addendum #2 issued April 30, 2026

DOCUMENT 00313

PROPOSAL FORM

REVISED PER ADDENDUM #2

PROJECT IDENTIFICATION: Tradeport West Way Road Improvements

CONTRACT IDENTIFICATION

AND NUMBER: J – 24765.0010

THIS PROPOSAL IS SUBMITTED TO: Liberty County Development Authority

1. The undersigned OFFEROR proposes and agrees, if this Proposal is accepted, to enter into an agreement with OWNER in the form included in the Contract Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the

Proposal Price and within the Proposal Times indicated in this Proposal and in accordance with the other terms and conditions of the Contract Documents.

2. OFFEROR accepts all of the terms and conditions of the Advertisement or Notice of

Proposal and Instructions to Offerors, including without limitation those dealing with the disposition of Proposal security. This Proposal will remain subject to acceptance for 60 days after the day of Proposal opening, or for such longer period of time that OFFEROR may agree to in writing upon request of OWNER.

3. In submitting this Proposal, OFFEROR represents, as more fully set forth in the Agreement, that:

(a) OFFEROR has examined and carefully studied the Plans and Specifications for the work and contractual documents relative thereto, and has read all Technical

Provisions, Supplementary Conditions, and General Conditions, furnished prior to the opening of Proposals; that OFFEROR has satisfied himself relative to the work to be performed.

(b) OFFEROR further acknowledges hereby receipt of the following Addenda:

ADDENDUM NO. DATE

(c) OFFEROR has visited the site and become familiar with and is satisfied as to the general, local and site conditions that may affect cost, progress, performance and furnishing of the Work.

(d) OFFEROR is familiar with and is satisfied as to all federal, state and local Laws and

Regulations that may affect cost, progress, performance and furnishing of the

Work.

(e) OFFEROR has carefully studied all reports of explorations and tests of subsurface conditions at or contiguous to the site and all drawings of physical conditions in or

00313 – 2 relating to existing surface or subsurface structure at or contiguous to the site

(except underground Facilities) have been identified in the Supplementary

Conditions. OFFEROR acknowledges that such reports and drawings are not

Contract Documents and may not be complete for OFFEROR’s purposes.

OFFEROR acknowledges that OWNER and Engineer do not assume responsibility for the accuracy or completeness of information and data shown or indicated in the Proposal Documents with respect to Underground Facilities at or contiguous to the site. OFFEROR has obtained and carefully studied (or assumes responsibility for having done so) all such additional or supplementary examinations, investigations, explorations, tests, studies and data concerning conditions

(surface, subsurface and Underground Facilities) at or contiguous to the site or otherwise which may affect cost progress, performance or furnishing of the work or which relate to any aspect of the means, methods, techniques, sequences and procedures of construction to be employed by OFFEROR and safety precautions and programs incident thereto. OFFEROR does not consider that any additional examinations, investigations, explorations, tests, studies or data are necessary for the determination of this Proposal for performance and furnishing of the Work in accordance with the times, price and other terms and conditions of the Proposal Documents.

(f) OFFEROR is aware of the general nature of Work to be performed by Owner and others at the site that relates to Work for which this Proposal is submitted as indicated in the Proposal Documents.

(g) OFFEROR has correlated the information known to OFFEROR, information and observations obtained from visits to the site, reports and drawings identified in the

Proposal Documents and all additional examinations, investigations, explorations, tests, studies and data with the Proposal Documents.

(h) OFFEROR has given ENGINEER written notice of all conflicts, errors, ambiguities or discrepancies that OFFEROR has discovered in the Proposal Documents and the written resolution thereof by ENGINEER is acceptable to OFFEROR. The Proposal

Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work for which this

Proposal is submitted.

(i) This proposal is genuine and not made in the interest of or on behalf of any undisclosed person, firm or corporation and is not submitted in conformity with any agreement or rules of any group, association, organization or corporation;

OFFEROR has not directly or indirectly induced or solicited any other Offeror to submit a false or sham Proposal; OFFEROR has not solicited or induced any person, firm or corporation to refrain from proposal; and OFFEROR has not sought by collusion to obtain for itself any advantage over any other Offeror or over

OWNER.

4. OFFEROR will complete the Work in accordance with the Contract Documents for those prices shown on the attached Addendum entitled Schedule of Prices (which must be completed and returned with this Proposal Form).

TOTAL PROPOSAL FOR ALL ESTIMATED PRICES – BASE PROPOSAL

(use words) (figures)

00313 – 3

Unit Prices have been computed in accordance with paragraph 11.03.B of the General

Conditions.

Item Quantity Unit Price / Unit Price

General

Mobilization 1 LS $ -

Survey and Layout 1 LS $ -

Traffic Control 1 LS $ -

Total $ -

Sitework and Erosion Control

Clearing & Grubbing 19 AC $ -

Stripping/Respread/Export of 8" of

Topsoil

1 LS $ -

Insitu Excavation/Fill 46,700 CY $ -

Fine Grading 90,000 SY $ -

Silt Fence 12,150 LF $ -

Rip-Rap with Filter Fabric 100 SY $ -

Ditch Check Dam 20 EA $ -

Construction Entrance 1 EA $ -

Temporary Cover 19 AC $ -

Permanent Cover 12 AC $ -

Cover Fertilizer 19 AC $ -

Selective Watering 19 AC $ -

Concrete Washout 1 EA $ -

Temporary Sediment Basin 9 EA $ –

Outfall Structure Retrofit 1 EA

Total $ -

Storm Drainage

Storm Manhole 2 EA $ -

Storm Pipe - 30" RCP Class III 180 LF $ -

Storm Pipe - 36" RCP Class III 360 LF $ -

30" Flared End Section 4 EA $ -

36" Flared End Section 4 EA $ -

Concrete Flumes 2 EA $ -

4” Subgrade Drain 13500 LF $ -

Total $ -

Sanitary Sewer

Sanitary Sewer Manhole (4' Dia.) 3 EA $ -

Sanitary Sewer Pipe - 12" PVC SDR-26 1,100 LF $ -

2” Force main Demo 1,210 LF $ -

2” Force main 36 LF $ -

2” Force main Tie into New Manhole 1 EA $ -

Total $ -

Water Distribution

Water Main Pipe - 12" PVC C900 300 LF $ -

Water Main Pipe - 6" DIP CL250 18 LF $ -

12" x 12" Tapping Sleeve 2 EA $ -

Water Main Tees, Fittings & Restraints 1 LS $ -

Fire Hydrant Assembly 2 EA $ -

12" Gate Valve and Box 1 EA $ -

Total $ -

Parkway Signage, Striping and Paving

Item Quantity Unit Price / Unit Price

2" Asphalt Surface Course - 12.5MM

SuperPave (Type G)

24,000 SY $ -

4" Asphalt Intermediate Course - 19

MM SuperPave (Type G)

24,000 SY $ -

12.5 MM Super Pave 165 LB/S (1.5”) 1,000 SY $ -

19MM Super Pave 220 LB/S (2”) 1,000 SY $ -

25 MM Super Pave 550 LB/S (5”) 1,000 SY $

10" Aggregate Base Course 1,000 SY $

8" Aggregate Base Course 24,000 SY $ -

4" Aggregate Base Course 700 SY $ -

Tack Coating 31,250 SY $ -

Prime Coating 31,250 SY $ -

30" Curb & Gutter 780 LF $ -

6" Concrete for Parkway Islands and

Medians

200 SY $ -

8" Concrete Pavement - 4000 PSI w/Dowel Baskets

700 SY $ -

Proof Roll 1 LS $ -

6" White Solid Lines (Pvt. Edge Lines)

Thermo

15,450 LF $ -

6" Double Yellow Solid Lines (Pvt. Edge

Lines) Thermo

14,350 LF $ -

6" White Skip Lines (Gaps Excl.)

Thermoplastic

1,210 LF $ -

10" White Solid Lines (Pvt. Edge Lines)

Thermo

515 LF $ -

10" Yellow Solid Lines (Pvt. Edge Lines)

Thermo

850 LF $ -

12" White Solid Lines (DIAG/CHEV

Lines)- Thermo

725 LF $ -

24" White Solid Lines (STOP Lines)-

Thermo

36 LF $ -

24" Yellow Solid Lines (DIAG/CHEV

Lines)- Thermo

1,400 LF $ -

White Single Arrows (LT, STRGHT, RT)

Thermo.

16 EA $ -

Permanent Traffic Signage 1 LS $ -

Miscellaneous

2” Mill and Over-layment of Existing

Asphalt Pavement to Proposed Grade for Speedway Driveway

4,600 SY $ -

Sawcut Existing Driveway Pavement

Edge for Speedway Driveway

2,380 LF $ -

Demolish and Replace Existing Curb and Gutter to Proposed Grade

190 LF $ -

Total Cost

OFFEROR acknowledges that estimated quantities are not guaranteed and are solely for the purpose of comparing Proposals, and final payment for all Unit Price Proposal items will be based on actual quantities determined as provided in the Contract Documents.

5. COMPLETION

5.1 Tradeport West Way Road Improvements must be completed by December 15, 2026.

6. OFFEROR accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work within the times specified in the Agreement.

7. The following documents are attached to and made a condition of this Proposal:

(a) Required Proposal Security in the form of l0% of the Proposal Total Price.

(b) The Addendum attached hereto and entitled Addendum to Proposal Form –

Additional Evaluation Factors, and all data, materials and information supporting the same.

(c) That document entitled Minority Employment Provisions and all schedules, lists, certifications, forms and documents made a part thereof, as well as all data, materials and information supporting the same.

(d) All other forms, documents, materials, and other information required to be made a part of this Proposal Form, as indicated herein or in the Instructions to Offerors.

8. The undersigned further agrees that in case of failure on his part to execute the said contract and the Bond within fifteen (15) consecutive calendar days after written notice being given of the award of the contract, the check or proposal bond accompanying this proposal, and the monies payable thereon shall be paid into the funds of the Owner as liquidated damages for such failure, otherwise, the check or proposal bond accompanying this proposal shall be returned to the undersigned.

9. Communications concerning this Proposal shall be addressed to:

Thomas & Hutton

50 Park of Commerce Way

Savannah, GA 31405

Attn: Felipe Toledo, PE toledo.f@tandh.com mailto:toledo.f@tandh.com

00313 – 2

Terms used in this Proposal which are defined in the General Conditions or Instructions will have the meanings indicated in the General Conditions or Instructions.

SUBMITTED on , 2026.

OFFEROR’S NAME

BY: ________

NAME: _____________________________

TITLE: _____________________________

ADDRESS:

GA Contractor License No. ___

_____________________________ GA Utility Contractor License No. __

Telephone: ____________________

Facsimile: _____________________

Email: _______________________

00313 – 3

ADDITIONAL EVALUATION FACTORS

PROJECT IDENTIFICATION: Tradeport West Way Road Improvements

CONTRACT IDENTIFICATION

AND NUMBER: J – 24765.0010

THIS PROPOSAL IS SUBMITTED TO: Liberty County Development Authority

All Offerors are required to provide written statements in response to each of the following areas of inquiry. Offerors are encouraged to provide as much information as will allow Owner to make an informed decision in evaluating each such evaluation factor. Points will be awarded to each response provided as indicated in the Instructions to Offerors. Responses are not limited to the space furnished, but may be supplemented by additional response pages, information and materials. Any and all such additional pages, information and materials should be attached to and otherwise made a part of this form.

A. RELATED EXPERIENCE (up to 30 points) (please identify previous projects comparable in scope, nature, and complexity, as well as whether such projects were timely and successfully completed, including reference contact information; also identify projects undertaken for governmental agencies within the last three (3) years):

B. CONSTRUCTION MANAGEMENT CAPABILITY (up to 35 points) (please describe management efforts proposed to be undertaken so as to ensure efficient, cost–effective, safe and timeliness, to include, without limitation, analysis of personnel/trade/contractor/material availability in the market, quality control process, method of supervision, and warranty; please describe, without limitation, your present workload and what resources are to be made available or additional efforts undertaken to ensure such timely delivery, to include, without limitation, measures which may minimize dispute or aid in dispute resolution):

C. CONTRACT PRICE PROVISIONS (up to 95 points)

D. OPERATIONAL CAPABILITY (up to 25 points) (please describe your current financial capacity and resources; Offeror should be prepared to furnish materials in support of the same upon request

(e.g. certificates of accountants or bankers, financial statements, etc.):

E. ADEQUACY AND ABILITY OF PROFESSIONAL PERSONNEL (up to 15 points) (please describe your current key personnel (and in particular those key personnel assigned to the Project) and any and all appropriate data regarding the same (e.g. education, certifications, professional licenses, experience, etc.) and well as any organizational qualifications which may be relevant.

00313 – 4

F. MINORITY EMPLOYMENT PROVISIONS (up to 40 points) (please provide evidence regarding minority and female business participation goals; NOTE: Section 00900 regarding Minority

Employment Provisions and all certifications and forms made a part of said document must be completed and submitted as a part of the sealed proposal.

G. LOCAL PREFERENCE (up to 10 points) (for qualifications and evaluation criteria see Form G) Documentation must be submitted.

TOTAL POINTS

NOTE: The spaces provided above are not intended to limit the offeror’s response, and attachments for the purpose of providing a more detailed response are welcomed.

AUTHORIZATION TO INVESTIGATE: Offeror consents to and authorizes the full investigation of the information given herein or in such other forms completed in connection with this proposal and consents to representatives of Liberty County, Georgia contacting the named references, named financial institutions, and such other persons as may be needed to confirm such information, and waives any right offeror may have for such information to remain confidential.

The furnishing of false or misleading information or the intentional withholding of material facts

(as determined by the Authority in its sole discretion), shall be a reason for rejection of the proposal.

Elimination of Offerors Not Responsible. The Offeror is/is not (circle one) “responsible” as such term is defined in O.C.G.A. § 36–91–2(11). Without limiting the foregoing, the offeror shall not be deemed “responsible” if an aggregate score of at least 645 under the above “Evaluation

Factors” is not assigned. If not “responsible,” indicate reasons for such determination (which need not be inclusive or exhaustive):

Adjustments Following Negotiations. In the event negotiations are undertaken with responsive and responsible offerors, please indicate the adjustment, if any, to the Total Points assigned to the Proposal and a brief explanation of the same. The Proposal is hereby adjusted by increasing/decreasing (circle one) the Total Points assigned to the Proposal by Points.

The reason for such adjustment is as follows:

© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS

© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS

REV. NO. REVISION

REVISION HISTORY

BY DATE

A PER AGENCY COMMENTS MWE 02.13.2026

B PER AGENCY COMMENTS LOC 03.19.2026

C PER AGENCY COMMENTS LOC 04.14.2026

D PER AGENCY COMMENTS LOC 04.28.2026

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TRADEPORT WEST WAY - PHASE 1

LIBERTY COUNTY, GEORGIA

PREPARED FOR:

LIBERTY COUNTY DEVELOPMENT

AUTHORITY

425 W OGLETHORPE HIGHWAY

HINESVILLE, GEORGIA 31313

DECEMBER 12, 2025

LATEST REVISION DATE : 04.28.2026

TM# 214-008, 216-001

J-24765.0010

VICINITY MAP

SCALE: 1" = 4000'

PREPARED BY:

50 Park of Commerce Way Savannah, GA 31405 p.912.234.5300 www.thomasandhutton.com

SITE

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EXIT 76

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before you dig.Call

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SHEET LIST TABLE

SHEET NUMBER SHEET TITLE

CO COVER SHEET

G0.1 GENERAL NOTES

EX1.0 OVERALL EXISTING CONDITIONS & DEMOLITION PLAN

EX1.1 - EX1.5 EXISTING CONDITIONS & DEMOLITION PLAN

C1.0 OVERALL LAYOUT, SIGNAGE, AND STRIPING PLAN

C1.1 - C1.4 LAYOUT, SIGNAGE, AND STRIPING PLAN

C2.0 OVERALL PLAN & PROFILE

C2.1 - C2.9 PLAN & PROFILE

C3.1 - C3.2 HIGHWAY 17 CROSS SECTIONS

C4.1 - C4.13 TRADEPORT WEST WAY CROSS SECTIONS

C5.1 DRAINAGE PROFILES

C6.1 - C6.2 SITE DETAILS

C7.0 OVERALL WATER & SEWER PLAN

C7.1 - C7.4 WATER & SEWER PLAN

C7.5 SEWER PROFILE

C8.1 - C8.2 WATER DETAILS

GDOT1.0 OVERALL GDOT PLAN - HIGHWAY 17

GDOT1.1 - GDOT1.3 GDOT PLAN - HIGHWAY 17

GDOT1.4 - GDOT1.5 GDOT DETAILS

EC0.1 - EC0.4 EROSION CONTROL NOTES

EC1.0 OVERALL EROSION CONTROL PLAN - INITIAL

EC1.1 - EC1.5 EROSION CONTROL PLAN - INITIAL

EC2.0 OVERALL EROSION CONTROL PLAN - INTERMEDIATE

EC2.1 -EC2.5 EROSION CONTROL PLAN - INTERMEDIATE

EC3.0 OVERALL EROSION CONTROL PLAN - FINAL

EC3.1 - EC3.5 EROSION CONTROL PLAN - FINAL

EC4.1 - EC4.3 EROSION CONTROL DETAILS

http://www.thomasandhutton.com

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UGG UGG UGG UGG UGG UGG UGG UGG UGG UGG UGG UGG UGG UGG UGG UGG UGG UGG UGG UGG UGG UGG UGG UGG UGG

N/F

WORKMAN, CHARLES L

PIN: 187D-032

US HIGHWAY 17 (SOUTH COASTAL HIGHWAY)

POSTED SPEED LIMIT: 55 MPH

130' RIGHT OF WAY

EXISTING

OVERHEAD

POWER

EXISTING

UNDERGROUND

GAS LINE

EXISTING OVERHEAD POWER

EXISTING POWER POLE

EXISTING WATER LINE

N/F

LIBERTY COUNTY INDUSTRIAL AUTHORITY

PIN: 214-008

N/F

TZEN, JOHN

PIN: 187D-035

N/F

BROWN, SAMUEL

PIN: 187D-034

THERMOPLASTIC PAVEMENT

MARKING ARROW

TYPE 2 WHITE (TYP.)

PER GDOT DETAIL T-12A

THERMOPLASTIC PAVEMENT

MARKING ARROW

TYPE 2 WHITE (TYP.)

PER GDOT DETAIL T-12A

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1+

2+

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12'

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6" SOLID DOUBLE YELLOW

(GDOT DETAIL T-14)

6" SOLID DOUBLE YELLOW

(GDOT DETAIL T-14)

24" SOLID YELLOW

(GDOT DETAIL T-14)

6" SKIP WHITE

(2' SEGMENT, 6' GAP)

PER GDOT DETAIL T-11A

6" SOLID WHITE

PER GDOT DETAIL T-11A

6" SOLID WHITE

PER GDOT DETAIL T-11A

130'

BEGIN GDOT

ROAD WIDENING

100' TAPER

PLEASE SEE SHEET C2.0 - C2.8

AND C3.1 - C3.2 FOR PROPOSED

GRADING / CROSS SECTIONS

OF HIGHWAY 17

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DESIGNED:

SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

BY

GDOT PLAN - HIGHWAY 17

GDOT1.1

24765.0010

NAD83 NAVD88

LIBERTY COUNTY DEVELOPMENT AUTHORITY

12.12.2025

JAB

MWE

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A 02.13.2026

Savannah, GA 31405 • 912.234.5300 www.thomasandhutton.com

PER AGENCY COMMENTS MWE

GRAPHIC SCALE:

1 INCH =

20 FEET

20 10 20

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PAVEMENT LEGEND

RAISED CONCRETE ISLAND

HEAVY DUTY CONCRETE - (8" CONCRETE / 4" GAB)

2" MILL AND INLAY

GDOT PAVEMENT SECTION (HIGHWAY 17)

1. ASPHALTIC CONCRETE AND BASE COURSE MATERIALS SHOULD CONFORM TO GDOT MATERIAL SPECIFICATIONS.

** SECTION 815 FOR GRADED AGGREGATE

** SECTION 828 FOR HOT MIX ASPHALTIC CONCRETE MIXTURE.

** SURFACE COURSE MAY USE 12.5 MM SUPERPAVE FOR SMOOTH SURFACE. 1

** 19 MM AND/OR 25 MM SUPERPAVE RECOMMENDED FOR THE INTERMEDIATE COURSE.

HEAVY DUTY ASPHALT - (2" SURFACE / 4" INTERMEDIATE / 8" GAB)

2. REFER TO TERRACON GEOTECHNICAL ENGINEERING REPORT.

** TERRACON PROJECT NO.

** PROVIDED BY TERRACON CONSULTANTS, INC.

1,2

3. PER GDOT PAVING SPECS ON D.O.T. R/W - PROVIDED BY GDOT - SEE GDOT PAVING SPECS LEGEND

PAVING SPECS ON D.O.T. RIGHT OF WAY

1.50"

2.00"

5.00"

10.00"

ASPHALTIC CONCRETE DOT TYPE

12.5 MM SUPERPAVE 165 LBS/SY

ASPHALTIC CONCRETE DOT TYPE

19 MM SUPERPAVE 220 LBS/SY

ASPHALTIC CONCRETE DOT TYPE

25 MM SUPERPAVE 550 LBS/SY

GDOT PAVEMENT SECTION

GRADED AGGREGATE BASE

A

OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP

OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP

UGG UGG UGG UGG UGG UGG UGG UGG UGG UGG UGG UGG UGG UGG UGG UGG UGG UGG UGG UGG UGG UGG UGG UGG UGG UGG UGG UGG UGG UGG UGG

W W

W W

2''FM2''FM2''FM2''FM

2''FM

SS SS

SS

SS

8''W 8''W

8''W 8''W

8''W

EXISTING POWER POLE

EXISTING POWER POLE

N/F

LIBERTY COUNTY INDUSTRIAL AUTHORITY

PIN: 214-008

LIBERTY COUNTY EMS STATION #2

N/F

LIBERTY COUNTY INDUSTRIAL AUTHORITY

PIN: 214-008

N/F

LECONTE, ANGELA

PIN: 187B-019

PROPOSED DRIVEWAY CENTERLINE

STA: 104+58.32

N: 651,851.65 E: 883,914.75

100'R

2'R 3'

R

2'R

3'R 2'R

APPROXIMATELY 0.7 MILES FROM

HIGHWAY 84 (OGLETHORPE HIGHWAY)

APPROXIMATELY 0.5 MILES

FROM BACONTOWN ROAD

THERMOPLASTIC PAVEMENT MARKING ARROW

TYPE 2 WHITE (TYP.) - PER GDOT DETAIL T-12A

THERMOPLASTIC PAVEMENT

MARKING ARROW

TYPE 2 WHITE (TYP.)

PER GDOT DETAIL T-12A

THERMOPLASTIC PAVEMENT

MARKING ARROW

TYPE 2 WHITE (TYP.)

PER GDOT DETAIL T-12A

THERMOPLASTIC PAVEMENT MARKING ARROW

TYPE 2 WHITE (TYP.) - PER GDOT DETAIL T-12A

THERMOPLASTIC PAVEMENT MARKING ARROW

TYPE 2 WHITE (TYP.) - PER GDOT DETAIL T-12A

THERMOPLASTIC PAVEMENT MARKING ARROW

TYPE 2 WHITE (TYP.) - PER GDOT DETAIL T-12A

THERMOPLASTIC PAVEMENT MARKING ARROW

TYPE 1 WHITE (TYP.) - PER GDOT DETAIL T-12A

THERMOPLASTIC PAVEMENT MARKING ARROW

TYPE 1 WHITE (TYP.) - PER GDOT DETAIL T-12A

THERMOPLASTIC PAVEMENT

MARKING ARROW

TYPE 2 WHITE (TYP.)

PER GDOT DETAIL T-12A

THERMOPLASTIC PAVEMENT

MARKING ARROW

TYPE 2 WHITE (TYP.)

PER GDOT DETAIL T-12A

2+

3+

4+

5+

6+

7+

12' 14' 12' 12' 16.41'

310' FULL WIDTH STORAGE

12' 12'

12'

12' 12'

12'

12' 12'

12'

12' 12'

12'

2' PA

V

ED

SHO

ULD

ER

2' PA

V

ED

SHO

ULD

ER

250' FULL WIDTH STORAGE

2' PA

V

ED

SHO

ULD

ER

2' PA

V

ED

SHO

ULD

ER

2' PA

V

ED

SHO

ULD

ER

2' PA

V

ED

SHO

ULD

ER

2' PA

V

ED

SHO

ULD

ER

10'

4' 4'

4'

10'

4'

RAISED

CONCRETE

ISLAND

RAISED

CONCRETE

ISLAND

24" SOLID YELLOW

(GDOT DETAIL T-14)

10" SOLID YELLOW

(GDOT DETAIL T-14)

24" SOLID YELLOW

(GDOT DETAIL T-14)

10" SOLID YELLOW

(GDOT DETAIL T-14)

10" SOLID WHITE (TYP.)

12" SOLID WHITE

(GDOT DETAIL T-14)

24" THERMOPLASTIC

STOP BAR

6" SOLID DOUBLE YELLOW

(GDOT DETAIL T-14)

6" SOLID DOUBLE YELLOW

(GDOT DETAIL T-14)

24" SOLID YELLOW

(GDOT DETAIL T-14)

6" SOLID WHITE

PER GDOT DETAIL T-11A

6" SOLID WHITE

PER GDOT DETAIL T-11A

6" SOLID WHITE

PER GDOT DETAIL T-11A

10" SOLID WHITE (TYP.)

10" SOLID WHITE (TYP.)

12" SOLID WHITE

(GDOT DETAIL T-14)

6" SOLID WHITE

PER GDOT DETAIL T-11A

6" SOLID WHITE

PER GDOT DETAIL T-11A

6" SOLID DOUBLE YELLOW

(GDOT DETAIL T-14)

6" SOLID WHITE

PER GDOT DETAIL T-11A

6" SKIP WHITE

(2' SEGMENT, 6' GAP)

PER GDOT DETAIL T-11A

6" SKIP WHITE

(2' SEGMENT, 6' GAP)

PER GDOT DETAIL T-11A

LEFT

TIE EQUALITY

STA:104+58.32 (HYW 17)

STA:100+00 (TPW)

20'

24" THERMOPLASTIC

STOP BAR

10" SOLID YELLOW

(GDOT DETAIL T-14)

6" SKIP WHITE

(2' SEGMENT, 6' GAP)

PER GDOT DETAIL T-11A

10" SOLID YELLOW

(GDOT DETAIL T-14)

6" SKIP WHITE

(2' SEGMENT, 6' GAP)

PER GDOT DETAIL T-11A

US HIGHWAY 17 (SOUTH COASTAL HIGHWAY)

POSTED SPEED LIMIT: 55 MPH

130' RIGHT OF WAY

76 LF OF EXISTING

30" RCP @ 0.7 %

75 LF OF EXISTING

30" RCP @ 0.4 %

INVERT: 4.25

INVERT: 4.40

151 LF OF EXISTING

30" RCP @ 0.2 %

158 LF OF EXISTING

30" RCP @ 0.2 %

INVERT: 3.55

PLEASE SEE SHEET C2.0 - C2.8

AND C3.1 - C3.2 FOR PROPOSED

GRADING / CROSS SECTIONS

OF HIGHWAY 17

275'R

50'R

100'R

'R

1" = 20'

Z:

\2

\2

.0

0\

EN

G

IN

EE

RI

N

G \D

RA

W

IN

G

S\ C

O N

ST

RU

C

TIO

N P

LA

N

S\

5.

G

D O

T-

PL

-P R.

D W

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A pr

8,

- 8

:5

A M

DESIGNED:

SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

BY

GDOT PLAN - HIGHWAY 17

GDOT1.2

NAD83 NAVD88

LIBERTY COUNTY DEVELOPMENT AUTHORITY

MWE

EMD

FIT

A 02.13.2026

B 03.19.2026

D 04.28.2026

PER AGENCY COMMENTS

PER AGENCY COMMENTS

PER AGENCY COMMENTS MWE

LOC

LOC

20 FEET

20 10 20

M A

TC

H

LI

N

E

- S

EE

S

HE

ET

G

DO

T1 .1

M A

TC

H

LI

N

E

- S

EE

S

HE

ET

G

DO

T1 .3

PAVEMENT LEGEND

RAISED CONCRETE ISLAND

HEAVY DUTY CONCRETE - (8" CONCRETE / 4" GAB)

2" MILL AND INLAY

GDOT PAVEMENT SECTION (HIGHWAY 17)

1. ASPHALTIC CONCRETE AND BASE COURSE MATERIALS SHOULD CONFORM TO GDOT MATERIAL SPECIFICATIONS.

** SECTION 815 FOR GRADED AGGREGATE

** SECTION 828 FOR HOT MIX ASPHALTIC CONCRETE MIXTURE.

** SURFACE COURSE MAY USE 12.5 MM SUPERPAVE FOR SMOOTH SURFACE. 1

** 19 MM AND/OR 25 MM SUPERPAVE RECOMMENDED FOR THE INTERMEDIATE COURSE.

HEAVY DUTY ASPHALT - (2" SURFACE / 4" INTERMEDIATE / 8" GAB)

2. REFER TO TERRACON GEOTECHNICAL ENGINEERING REPORT.

** TERRACON PROJECT NO.

** PROVIDED BY TERRACON CONSULTANTS, INC.

1,2

3. PER GDOT PAVING SPECS ON D.O.T. R/W - PROVIDED BY GDOT - SEE GDOT PAVING SPECS LEGEND

PAVING SPECS ON D.O.T. RIGHT OF WAY

1.50"

2.00"

5.00"

10.00"

ASPHALTIC CONCRETE DOT TYPE

12.5 MM SUPERPAVE 165 LBS/SY

ASPHALTIC CONCRETE DOT TYPE

19 MM SUPERPAVE 220 LBS/SY

ASPHALTIC CONCRETE DOT TYPE

25 MM SUPERPAVE 550 LBS/SY

GDOT PAVEMENT SECTION

GRADED AGGREGATE BASE

D

OHP OHP OHP OHP OHP OHP OHP

OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP

US HIGHWAY 17 (SOUTH COASTAL HIGHWAY)

POSTED SPEED LIMIT: 55 MPH

130' RIGHT OF WAY

N/F

LIBERTY COUNTY INDUSTRIAL AUTHORITY

PIN: 214-008

N/F

LIBERTY COUNTY INDUSTRIAL AUTHORITY

PIN: 214-008

N/F

FELDER, HAROLD C & FELDER, TINA MARIE

PIN: 214-005

THERMOPLASTIC PAVEMENT

MARKING ARROW

TYPE 2 WHITE (TYP.)

PER GDOT DETAIL T-12A

7+

8+

9+

0+

1+

1+

.8

100' BAY TAPER

330' APPROACH & DEPARTURE TAPER

310' FULL WIDTH STORAGE

12'

12' 12'

12'

12'

12' 12'

2' PA

V

ED

SHO

ULD

ER

2' PA

V

ED

SHO

ULD

ER

2' PA

V

ED

SHO

ULD

ER

2' PA

V

ED

SHO

ULD

ER

2' PA

V

ED

SHO

ULD

ER

2' PA

V

ED

SHO

ULD

ER

6" SOLID WHITE

PER GDOT DETAIL T-11A

6" SOLID DOUBLE YELLOW

(GDOT DETAIL T-14)

6" SOLID WHITE

PER GDOT DETAIL T-11A 6" SOLID DOUBLE YELLOW

(GDOT DETAIL T-14)

6" SOLID DOUBLE YELLOW

(GDOT DETAIL T-14)

6" SKIP WHITE

(2' SEGMENT, 6' GAP)

PER GDOT DETAIL T-11A 24" SOLID YELLOW

(GDOT DETAIL T-14)

6" SOLID WHITE

PER GDOT DETAIL T-11A

6" SOLID WHITE

PER GDOT DETAIL T-11A

130'

PLEASE SEE SHEET C2.0 - C2.8

AND C3.1 - C3.2 FOR PROPOSED

GRADING / CROSS SECTIONS

OF HIGHWAY 17

1" = 20'

Z:

\2

\2

.0

0\

EN

G

IN

EE

RI

N

G \D

RA

W

IN

G

S\ C

O N

ST

RU

C

TIO

N P

LA

N

S\

5.

G

D O

T-

PL

-P R.

D W

G

A pr

8,

- 8

:5

A M

DESIGNED:

SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

BY

GDOT PLAN - HIGHWAY 17

GDOT1.3

NAD83 NAVD88

LIBERTY COUNTY DEVELOPMENT AUTHORITY

MWE

EMD

A 02.13.2026

PER AGENCY COMMENTS MWE

20 FEET

20 10 20

M A

TC

H

LI

N

E

- S

EE

S

HE

ET

G

DO

T1 .2

PAVEMENT LEGEND

RAISED CONCRETE ISLAND

HEAVY DUTY CONCRETE - (8" CONCRETE / 4" GAB)

2" MILL AND INLAY

GDOT PAVEMENT SECTION (HIGHWAY 17)

1. ASPHALTIC CONCRETE AND BASE COURSE MATERIALS SHOULD CONFORM TO GDOT MATERIAL SPECIFICATIONS.

** SECTION 815 FOR GRADED AGGREGATE

** SECTION 828 FOR HOT MIX ASPHALTIC CONCRETE MIXTURE.

** SURFACE COURSE MAY USE 12.5 MM SUPERPAVE FOR SMOOTH SURFACE. 1

** 19 MM AND/OR 25 MM SUPERPAVE RECOMMENDED FOR THE INTERMEDIATE COURSE.

HEAVY DUTY ASPHALT - (2" SURFACE / 4" INTERMEDIATE / 8" GAB)

2. REFER TO TERRACON GEOTECHNICAL ENGINEERING REPORT.

** TERRACON PROJECT NO.

** PROVIDED BY TERRACON CONSULTANTS, INC.

1,2

3. PER GDOT PAVING SPECS ON D.O.T. R/W - PROVIDED BY GDOT - SEE GDOT PAVING SPECS LEGEND

PAVING SPECS ON D.O.T. RIGHT OF WAY

1.50"

2.00"

5.00"

10.00"

ASPHALTIC CONCRETE DOT TYPE

12.5 MM SUPERPAVE 165 LBS/SY

ASPHALTIC CONCRETE DOT TYPE

19 MM SUPERPAVE 220 LBS/SY

ASPHALTIC CONCRETE DOT TYPE

25 MM SUPERPAVE 550 LBS/SY

GDOT PAVEMENT SECTION

GRADED AGGREGATE BASE

A

N.T.S

Z:

\2

\2

.0

0\

EN

G

IN

EE

RI

N

G \D

RA

W

IN

G

S\ C

O N

ST

RU

C

TIO

N P

LA

N

S\

5.

G

D O

T- D

T.

D

W G

A pr

8,

- 8 :5

A

M

DESIGNED:

SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

BY

GDOT DETAILS

GDOT1.4

NAD83 NAVD88

LIBERTY COUNTY DEVELOPMENT AUTHORITY

MWE

EMD

D 04.28.2026

PER AGENCY COMMENTS LOC

D

1" = 1'

Z:

\2

\2

.0

0\

EN

G

IN

EE

RI

N

G \D

RA

W

IN

G

S\ C

O N

ST

RU

C

TIO

N P

LA

N

S\

5.

G

D O

T- D

T.

D

W G

A pr

8,

- 8 :5

A

M

DESIGNED:

SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

BY

GDOT DETAILS

GDOT1.5

NAD83 NAVD88

LIBERTY COUNTY DEVELOPMENT AUTHORITY

MWE

EMD