RFB 2025 _ 05 _ Buckhead Crossing Trail Proje.pdf

12453 Highway 92, Woodstock, GA 30188

770-592-6000 ∙ www.woodstockga.gov

REQUEST FOR BIDS

For

Buckhead Crossing Trail Project Contract # 005 – 2024 - 00

RFB NUMBER

2024 – 05

RELEASED:

February 20th, 2025

DUE:

April 8, 2025 10:00 A.M. EST

For all questions about this RFB contact:

Martyn Detz Financial Analyst: Purchasing

770-592-6000 Ext 1205 https://vrapp.vendorregistry.com/Vendor/Register/Index/woodstock-city-ga-vendor-registration

TABLE OF CONTENTS

1.0 PURPOSE OF SOLICITATION

1.1 PURPOSE OF BID

1.2 RFB SUBMISSION

1.3 SCHEDULE OVERVIEW

1.4 PRE-BID / SITE VISIT

1.5 RFB COSTS

1.6 RFB QUESTIONS/COMMUNICATIONS

1.7 RFB AMENDMENTS

1.8 NON-COLLUSION AFFIDAVIT

1.9 COMPLIANCE WITH LAWS

1.10 BID & AWARD BASIS

1.11 REQUIRED BONDS AND INSURANCE

1.12 TIME OF COMPLETION AND LIQUIDATED DAMAGES

1.13 TAXES, FEES, CODE COMPLIANCE AND LICENSING

1.14 REFERENCES AND PROPRIETARY INFORMATION

1.15 ILLEGAL IMMIGRATION REFORM AND ENFORCEMENT ACT OF 2011

1.16 ANTI-BOYCOTT OF ISRAEL

2.0 SCOPE OF WORK

2.1 TYPE OF GOOD/SERVICE AND OBJECTIVES:

2.2 PROJECT GENERAL NOTES

2.3 BRAND NAME

2.4 DELIVERY TIME AND WARRANTY

2.5 AWARD AND PRICING INFORMATION

2.6 PAYMENT TO CONTRACTOR AND RETAINAGE

3.0 BID FORMAT

4.0 OTHER ITEMS

4.1 TERMS AND CONDITIONS

4.2 REJECTION OF BIDS/CANCELLATION OF RFB

4.3 BID WITHDRAWAL

4.4 MISCELLANEOUS

EXHIBIT A CONTRACTOR INFORMATION FORM

EXHIBIT B E-VERIFY AFFIDAVIT WITH INSTRUCTIONS

EXHIBIT C BID PROPOSAL FORM

EXHIBIT D ITEMIZED PRICING SHEET

EXHIBIT E SITE PLANS

EXHIBIT F VENDOR CONFLICT OF INTEREST

EXHIBIT G LEGAL AD

EXHIBIT H NOTICE TO PROCEED

EXHIBIT I SAMPLE CONTRACT

RFB Number 2025 – 05 Page 3

1.0 PURPOSE OF SOLICITATION

1.1 Purpose of Bid

The City of Woodstock, Georgia, herein referred to as the City, is accepting bids from qualified contractors for the purpose of connecting the Towne Lake Pass trail to Towne Lake Pkwy at the Buckhead Crossing intersection. This includes but is not limited to concrete sidewalk, a pedestrian crosswalk, wheelchair ramps, steel handrails, a structural steel bridge install, and guardrails at locations indicated in the plan set, hereinafter referred to as the “Project”.

1.2 RFB Submission

Interested parties must submit proposals electronically through Vendor Registry to the City of Woodstock, Georgia by the due date for their proposals to be considered. Vendor Registry can be found directly at https://vrapp.vendorregistry.com/Vendor/Register/Index/woodstock-city-ga-vendor-registration or by visiting the City of Woodstock’s website.

Fax and e-mail responses are not acceptable.

Responses to this RFB will be accepted until 10:00 a.m. (EST) on April 8, 2025 through Vendor Registry.

The City of Woodstock, Georgia reserves the right to reject any and all responses resulting from this RFB. Late responses will not be accepted. If company response is sent or routed to City offices, the submission requirement has not been met and any such response will not be evaluated and will be disqualified from consideration.

1.3 Schedule Overview

This Request for Bids is scheduled as follows:

February 20, 2025 March 10, 2025, 10:00 A.M.

March 24, 2025, 12:00 P.M.

March 31, 2025, 12:00 P.M.

Release of RFB Pre-bid/ Site Meeting Question Deadline Responses Posted

April 8, 2025, 10:00 A.M. Bids Due Date

April 8, 2025, 10:01 A.M. Public Opening April 2025 RFB and Contract Award

1.4 Pre-Bid / Site Visit

A pre-bid conference / site visit (mandatory) for all bidders will be held near the job site at 1460 Towne Lake Pkwy, Woodstock, GA 30189 on Monday, March 10th at 10 am.

RFB Number 2025 – 05 Page 4

1.5 RFB Costs

All costs incurred in the preparation and presentation of responses to the RFB shall be completely absorbed by the RFB respondent. All documents submitted as part of the RFB will become property of the City. Requests for specific material to be returned will be considered. Any material submitted that is confidential must be clearly marked as such.

1.6 RFB Questions/Communications

All questions about this RFB and submission requirements must be submitted in writing through Vendor Registry. The City’s representative listed in this section will serve as the primary contact for this RFB.

Martyn Detz Financial Analyst: Purchasing 12453 Highway 92 Woodstock, Georgia 30188 770-592-6000 ext. 1205 https://vrapp.vendorregistry.com/Vendor/Register/Index/woodstock-city-ga-vendor-registration

Any unauthorized contact shall not be responded to and may result in the disqualification of the responder’s submittal. Answers to questions submitted via Vendor Registry will be communicated to respondents via Vendor Registry.

Communications by companies, its agents, employees, and/or representatives regarding its bids or intention to submit a bid in response to this RFB with any employee, agent, or representative of the City of Woodstock, other than the representative listed in Section 1.5, may be considered inappropriate communications.

If any such inappropriate communications are deemed to hinder, influence and/or alter the competitive bid process, the City, in an effort to ensure a fair and equitable review and selection process, reserves the right to decline consideration of the offender’s sealed bid.

1.7 RFB Amendments

It is the responsibility of respondents to check Vendor Registry or the Georgia Procurement Registry for RFB information and addendums.

1.8 Non-Collusion Affidavit

By submitting a bid, the respondent represents and warrants that no official or employee of the City has an interest, directly or indirectly, in the bid or in the final contract award. The

RFB Number 2025 – 05 Page 5 respondent further understands bids will be rejected if there is any evidence of collusion with another respondent.

Respondent certifies that this qualification, offer, or bid is made without prior understanding, agreement, or connection with any corporation, firm, or person submitting a qualification, offer, or bid for the same materials, supplies, services, or equipment and is in all respects fair and without collusion or fraud. Respondent understands collusive bidding is a violation of state and federal law and can result in fines, prison sentences, and civil damage awards. Respondent agrees to abide by all conditions of this qualification, offer, or bid.

Furthermore, the respondent certifies that the firm has not divulged to, discussed or compared his bid with other respondents and has not colluded with any other respondent or parties to this bid whatsoever. Also, respondent certifies, and in the case of a joint bid each party thereto certifies as to his/her own organization, that in connection with this bid:

Any prices and/or cost data submitted have been arrived at independently, without consultation, communication, or agreement, for the purpose of restricting competition, as to any matter relating to such prices and or cost data, with any other respondent or with any competitor;

Any prices and/or cost data quoted for this bid have not been knowingly disclosed by the respondent and shall not knowingly be disclosed by the respondent prior to the scheduled opening directly or indirectly to any other respondent or to any competitor;

No attempt has been made or shall be made by the qualifier to induce any other person or firm to submit a bid for the purpose of restricting competition;

The only person or persons interested in this bid, principal/principals is/are named therein and that no person other than therein mentioned has any interest in his bid or in the contract to be entered into; and

No person or agency has employed or retained to solicit or secure this contract upon an agreement or understanding for a commission, percentage, brokerage, or established commercial agencies maintained by the Purchaser for the purpose of doing business

1.9 Compliance with Laws

Respondents agree to be bound by applicable Federal, State and Local laws, regulations and directives.

1.10 Bid & Award Basis

The City reserves the right to accept or reject any and all bids or any or parts of a bid wherein its judgment, it will be in the best interest of the City; waive any technicalities/informalities in the RFB document and bid process; and to qualify and award any or all of this contract in any manner in which the City, acting in the sole and exclusive exercise of its discretion, deems to be

RFB Number 2025 – 05 Page 6 in the City’s best interest. If no acceptable bid is received, the City also reserves the right to re-solicit bids, at its sole discretion.

1.11 Required Bonds and Insurance

No bid may be withdrawn for a period of sixty (60) days after time has been called on the date of opening.

All bids must be accompanied by a certified check or bid bond of a reputable bonding company authorized to do business in the State of Georgia, in an amount equal to at least five percent (5%) of the total amount of the bid.

Upon the award of this RFB, the contractor shall provide the City with:

A 100% project value performance bond and a 110% payment bond pursuant to O.C.G.A. § 36-91-70 and 90 of the contract amount.

Worker’s Compensation – Statutory (for the State of Georgia and the State of domicile of the Contractor).

Manufacturers’ and Contractor’s Liability, covering operations performed by or for the Contractor, with limits of not less than Bodily Injury – $500,000/$1,000,000. Property Damage - $500,000.

Contractor Liability, covering liability of others assumed by the Contractor elsewhere in the contract under “Hold Harmless” Agreements or similar assumptions of liability.

Evidence of required bonds and insurance shall be presented prior to the execution of the Contract. The Bonding Company must be licensed to do business in the State of Georgia, licensed to do business by the Georgia Secretary of State, authorized to do business in Georgia by the Georgia Insurance Department, listed in the Department of the Treasury’s Publication of Companies Holding Certificates of Authority as Acceptable Surety of Federal Bonds and as Acceptable Reinsuring Companies and have an A.M. Best rating of A-, Class VI or Higher.

Insurance policies to be carried under the agreement shall not be changed or canceled without prior written notification to the City of Woodstock, Georgia.

1.12 Time of Completion and Liquidated Damages

Bidder hereby agrees to commence work under this contract on or before a date to be specified in a written "Notice to Proceed" of the City and to fully complete the project within five-hundred forty (540) consecutive calendar days; bidder further agrees to pay as liquidated damages the sum of $250 per each consecutive calendar day that the Contractor shall be in default after the date stipulated in the Contract for completing work.

RFB Number 2025 – 05 Page 7

1.13 Taxes, Fees, Code Compliance and Licensing

The firm shall be responsible for the payment of any required taxes or fees associated with the execution of this contract. The firm shall also be responsible for compliance with all applicable codes and statutes.

1.14 References and Proprietary Information

Submission of a bid authorizes the City to make inquiries concerning the respondent and its officers to any persons or firms deemed appropriate by the City. Any proprietary information that the respondent does not want disclosed to the public shall be so identified on each page in which it is found. Data or information so identified will be used by the City solely for the purpose of evaluation and contract negotiations only.

1.15 Illegal Immigration Reform and Enforcement Act of 2011

By providing a qualification or bid, qualifier/bidder certifies that he/she is in compliance with O.C.G.A. § 13-10-90 and 91, et seq. No qualification or bid will be considered by the City unless it is accompanied with a signed, notarized affidavit (EXHIBIT B) from the qualifier/bidder attesting to the following:

a) The affiant has registered with and is authorized to use and uses the federal work authorization program

b) The user identification number and date of authorization for the affiant; and

c) The affiant will continue to use the federal work authorization program throughout the contract period; and

The affiant will contract for the physical performance of services in satisfaction of such contract only with subcontractors who present an affidavit to the contractor with the same information required in subparagraphs (a), (b) and (c) of this paragraph.

1.16 Anti-Boycott of Israel

By signing and submitting this bid and pursuant to O.C.G.A. § 50-5-85, respondent/bidder certifies that it is not currently engaged in, and agrees that for the duration of this agreement, it will not engage in a boycott of Israel.

2.0 SCOPE OF WORK

2.1 Type of Good/Service and Objectives:

The City of Woodstock, Georgia, herein referred to as the City, is accepting bids from qualified contractors for the purpose of connecting the Towne Lake Pass trail to Towne Lake Pkwy at the Buckhead Crossing intersection. This includes but is not limited to concrete sidewalk, a

RFB Number 2025 – 05 Page 8 pedestrian crosswalk, wheelchair ramps, steel handrails, a structural steel bridge install, and guardrails at locations indicated in the plan set, hereinafter referred to as the “Project”.

The contractor shall be responsible for furnishing all materials, labor, and equipment. For a full list of quantities see the itemized pricing sheet in Exhibit D. For more details see the site plans in Exhibit E.

2.2 Project General Notes

See Exhibit E engineer drawing for full details on the project design and general notes.

2.3 Brand Name

Unless otherwise specified, the items in this bid have been identified, described, and referenced by a brand name or trade name/mark that is intended to be descriptive, but not restrictive, and is used to indicate the quality and characteristics of products that may be offered.

Other products may be considered for award if such products are clearly identified in the bid and are determined by the City to meet its needs in all respects. It shall be the responsibility of the bidder(s), including the bidder whose product is referenced, to indicate the brand name and model or series number of the product offered and to furnish with their bid such specifications, catalog pages, brochures, or other data that will provide an adequate basis for determining the quality and functional capabilities of the product offered.

However, the City may elect to purchase brand name products or services when the goods comprise a major brand system, program, or service previously selected by the City and due to operation effectiveness, future enhancements or additions, or maintenance and storage of spare parts preclude the mixing of brands, manufactures, etc.

Any information provided should be properly labeled. The City reserves the right to request product demonstrations and/or samples from any bidders prior to bid award. Failure to provide the requested data or product demonstrations and/or samples may be considered valid justification for rejection of bid.

2.4 Delivery Time and Warranty

This is a time sensitive project. All work must be completed within 540 days after a notice to proceed has been issued, pending any unnatural weather occurrence.

The contractor shall coordinate construction dates and times with the City of Woodstock, Georgia Parks and Recreation Director.

Available work hours shall be in accordance with City ordinance; Shall conform to federal, state and local requirements and regulations.

A one-year warranty will be included as part of the contractor’s work. The warranty will begin upon satisfactory completion of the project.

RFB Number 2025 – 05 Page 9

2.5 Award and Pricing Information

The City intends to award to a single Contractor. The City may award the entire project or portions of the project to a single Contractor.

Pricing should be itemized for the project. The Bid Proposal Form and Itemized Pricing Sheet in Exhibit D must be completed and returned with bid submittal.

Pricing shall be valid for a period of 60 days after submission date.

The Contract will be awarded to the lowest, responsive, responsible Bidder as determined by the review committee and as approved by City Council.

2.6 Payment to Contractor and Retainage

All work must be approved prior to the release of payment.

The Contractor shall submit a progress payment request after thirty (30) days for the completed work. The City shall make a progress payment to the Contractor on the basis of a duly certified and approved progress payment for the work performed during the thirty (30) days under this contract, but to insure the proper performance of this Contract, the City shall retain five percent (5%) of the amount of each pay app as retainage if such work is satisfactory and completed on schedule as determined with the City.

3.0 BID FORMAT

1. Exhibit A: Contractor Information Sheet - If the firm has branch offices, state the office that will have management responsibility for the work to be carried out.

2. Completed Exhibit B: E-Verify Affidavit with Instructions.

3. Pricing should be itemized as specified on the pricing sheet for the City in Exhibit D. The Bid Proposal Form and Itemized Pricing Sheet must be completed and returned with bid submittal.

4. A copy of the firm’s Public Liability Insurance, Workers’ Compensation and Commercial General Liability Insurance.

5. Annotated list of references (with addresses and telephone numbers).

6. GDOT prequalification

7. Copy of Georgia Business License

8. Bid bonds (5% of total bid amount)

a. 100% project value performance and 110% payment bond (pending contract award)

A clear, concise bid in the specified bid format is requested with all the necessary information included. Responses to this RFB will be accepted until 10:00 a.m. (EST) on April 8, 2025 through Vendor Registry. Bids will be publicly opened and read aloud virtually via GoTo Meetings on April 8, 2025, 10:01 A.M.

RFB Number 2025 – 05 Page 10

4.0 OTHER ITEMS

4.1 Terms and Conditions

1. The City of Woodstock, Georgia hereby requests bids for the goods and services inclusive of the services requested in the RFB.

2. City of Woodstock, Georgia reserves the right to evaluate the firm’s bids. Only those firms who, in the opinion of the City, meet the minimum necessary bids will have their price and contract/agreement evaluated.

3. All bids, fee schedules and other documents furnished to the City of Woodstock, Georgia are subject to the Georgia Open Records Act.

4. Termination: The contract will be subject to the terms and conditions included in the Service Agreement. The City of Woodstock, Georgia reserves the right to cancel the agreement with cause, due to nonperformance and/or violation of contract terms.

5. The City shall be notified of business name change(s) in writing within thirty (30) days of changes.

6. The City shall be notified and approve of key personnel change(s) in writing prior to any changes.

4.2 Rejection of Bids/Cancellation of RFB

The City of Woodstock, Georgia reserves the right to reject any or all bids, to waive any irregularity or informality in a bid, and to accept or reject any item or combination of items, when to do so would be to the advantage of the City.

It is also within the right of the City to reject bids that do not contain all elements and information requested in this document. The City reserves the right to cancel this RFB at any time. The City will not be liable for any cost/losses incurred by the Offerors throughout this process.

4.3 Bid Withdrawal

A submitted bid may be withdrawn prior to the due date by a written request to the City representative listed in Section 1.5. A request to withdraw a bid must be signed by an authorized individual of the submitting company.

RFB Number 2025 – 05 Page 11

4.4 Miscellaneous

This RFB and any agreements related thereto must comply, inter alia, with all City laws and charters and are subject to all requisite City approvals including, but not limited to, City Management and City Council.

The City reserves the right to release modifications to this RFB or supplements to it from time to time. Firms are responsible for periodically checking Vendor Registry or the Georgia Procurement Registry for such modifications or supplements.

This Section Intentionally Left Blank

RFB Number 2025 – 05 Page 12

EXHIBIT A CONTRACTOR INFORMATION FORM

See following page.

City of Woodstock

12453 Hwy 92 • Woodstock, GA • 30188 • 770-592-6000 • www.woodstockga.gov

CONTRACTOR INFORMATION

Firm Name:

Contact Person:

Firm Address:

Phone:

Fax:

Email:

With this packet, please also provide a W-9 and Certificate of Insurance for the company/firm.

Signature – Authorized Officer or Agent Date http://www.woodstockga.gov/

RFB Number 2025 – 05 Page 13

EXHIBIT B E-VERIFY AFFIDAVIT WITH INSTRUCTIONS

See following page(s).

INSTRUCTIONS

CONTRACTOR AFFIDAVIT AND AGREEMENT

By executing this affidavit, the undersigned contractor verifies its compliance with O.C.G.A. § 13- 10-91, stating affirmatively that the individual, firm, or corporation which is contracting with the City of Woodstock, Georgia (the “City”) has registered with and is participating in a federal work authorization program commonly known as E-Verify, or any subsequent replacement program, in accordance with the applicable provisions and deadlines established in O.C.G.A. § 13-10-91.

Furthermore, the undersigned contractor will continue to use the federal work authorization program throughout the contract period and the undersigned contractor will contract for the physical performance of services in satisfaction of such contract only with subcontract who present an affidavit to the contractor with the information required by O.C.G.A. § 13-10-91(b). Contractor hereby attests that its federal work authorization user identification number and date of authorization are as follows:

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 __________________, 201____ in ________________ (city), ______ (state).

Signature of Authorized Officer or Agent

Printed Name and Title of Authorized Officer or Agent

Subscribed and Sworn before me this the________ day of _______________, 201____, Notary Public My Commission Expires INSTRUCTIONS ONLY - C

OM

PLE

TE

FOLLOWING PAGE

E-Verify/Company ID Issued by the E-Verify Program

Date E-Verify/Company ID was issued by E-Verify

Contractor's Company/Firm Name

Name of project or type of service provided

City of Woodstock, Georgia http://www.woodstockga.gov/ welchcl Highlight welchcl Highlight

CONTRACTOR AFFIDAVIT AND AGREEMENT

By executing this affidavit, the undersigned contractor verifies its compliance with O.C.G.A. § 13- 10-91, stating affirmatively that the individual, firm, or corporation which is contracting with the City of Woodstock, Georgia (the “City”) has registered with and is participating in a federal work authorization program commonly known as E-Verify, or any subsequent replacement program, in accordance with the applicable provisions and deadlines established in O.C.G.A. § 13-10-91.

Furthermore, the undersigned contractor will continue to use the federal work authorization program throughout the contract period and the undersigned contractor will contract for the physical performance of services in satisfaction of such contract only with subcontract who present an affidavit to the contractor with the information required by O.C.G.A. § 13-10-91(b). Contractor hereby attests that its federal work authorization user identification number and date of authorization are as follows:

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 _______________, 202____ in ________________ (city), _________ (state).

Signature of Authorized Officer or Agent

Printed Name and Title of Authorized Officer or Agent

Subscribed and Sworn before me this the________ day of _______________, 202____, Notary Public My Commission Expires http://www.woodstockga.gov/

RFB Number 2025 – 05 Page 14

EXHIBIT C BID PROPOSAL FORM

Proposal of_________________________ (hereinafter called "Bidder") a contractor organized and existing under the laws of the State of ______________ , * an individual, a corporation, or a partnership doing business as __________________________.

TO: City of Woodstock, Georgia (Hereinafter referred to as "City")

The Bidder, in compliance with your invitation for bids for the work as described in Section 2.0 of

RFB 2025 – 05

Buckhead Crossing Trail Project having examined the scope of work with related documents and the site of the proposed work, and being familiar with all of the conditions surrounding the scope of work of the proposed Project, including the availability of materials and labor, hereby proposes to furnish all labor, materials, and supplies, and to construct the Project in accordance with the Contract Documents, within the time set forth herein, and at the prices stated in the bid submission. These prices are to cover all expenses incurred in performing the work required under this Contract, of which this bid is a part.

Amount shall be shown in figures. The prices in the bid submittal shall include all labor, materials, removal, overhead, profit, insurance, etc., to cover the finished work of the project as stated in the contract.

Total Price: $ _____________________________

Bidder hereby agrees to commence work under this Contract on or before a date to be specified in a written "Notice to Proceed" of the City and to fully complete the Project within FIVE-HUNDRED FORTY (540) consecutive calendar days; bidder further agrees to pay as liquidated damages the sum of $250 per each consecutive calendar day that the Contractor shall be in default after the date stipulated in the contract for completing the work.

Bidder understands that the City reserves the right to reject any or all bids and to waive any informalities in the bidding.

The Bidder agrees that this bid shall be good and may not be withdrawn for a period of 60 calendar days after the scheduled closing time for receiving bids.

RFB Number 2025 – 05 Page 15

The Bidder declares that he understands that the quantities shown on the bid are subject to adjustment by either increase or decrease, and that should the quantities of any of the items of work be increased, the undersigned proposes to do the additional work at the unit prices stated herein; and should the quantities be decreased, he also understands that payment will be made on actual quantities at the unit price bid and will make no claim for anticipated profits for any decrease in the quantities and that actual quantities will be determined upon completion of work, at which time adjustment will be made to the Contract amount by direct increase or decrease.

The Bidder agrees to provide a one-year warranty all on all goods and services provided within this scope upon satisfactory completion of the project.

The full name and residence of persons or parties interested in the foregoing bids, as principals, are named as follows:

The____ day of_______________ , 20____ .

Signature:

Printed:

Title:

RFB Number 2025 – 05 Page 16

EXHIBIT D ITEMIZED PRICING SHEET

Please use ‘Exhibit D’ as provided in a separate document file.

Item Description Unit Qty. Unit Price Amount

150-1000 TRAFFIC CONTROL LS 1 $ -

201-1500 CLEARING & GRUBBING LS 1 $ -

210-0100 GRADING COMPLETE LS 1 $ -

212-1000 GRANULAR EMBANKMET, INCL MATERIAL AND HAUL CY 48 $ -

310-5100

GRADED AGGREGATE BASE COURSE, 10 INCH, INCLUDING

MATERIAL

SY 52 $ -

400-3131

ASPH CONC 12.5 MM SUPERPAVE, GP 2 ONLY, INCL POLYMER-

MODIFIED BITUM MATL & H LIME

TN 3 $ -

413-0750 TACK COAT GL 3 $ -

441-0104 CONC SIDEWALK, 4 IN SY 43 $ -

441-0756 CONCRETE MEDIAN, 8 IN SY 3 $ -

441-7011 CUB CUT WHEELCHAIR RAMP, TYPE A LS 1 $ -

441-7014 CUB CUT WHEELCHAIR RAMP, TYPE D LS 1 $ -

444-1000 SAWED JOINTS IN EXIST PAVEMENTS - PCC LF 145 $ -

500-1011 SUPERSTRUCTURE CONC. Ci.d (62) LS 1 $ -

500-3002 CLASS AA CONC CY 237 $ -

501-2100 STRUCTURAL STEEL, SWAYBRACING LB 794 $ -

501-3000 STRUCTURAL STEEL BRIDGE (74235) LS 1 $ -

511-1000 BAR REINF. STEEL LB 4767 $ -

511-3000 SUPERSTRUCTURE BAR REINF. STEEL (17301) SL 1 $ -

515-2015 SALV STEEL PIPE HANDRAIL LF 300 $ -

520-1147 PILING IN PLACE, STEEL h, HP14X73 LF 710 $ -

520-4147 LOAD TEST, STEEL H, HP 14X73 EA 1 $ -

523-1100 DYNAMIC PILE TEST EA 2 $ -

547-2014 PILE ENCASEMENT, 14 IN. PILE LF 45 $ -

TOTAL $ -

Signature:

Vendor:

RFB 2025 - 05 - Buckhead Crossing Trail

603-2181 STN DUMPED RIP RAP, TP. 3, 18 IN. SY 202 $ -

603-7000 PLASTIC FILTER FABRIC SY 202 $ -

610-1055 REM GUARDRAIL LF 28 $ -

610-1066 REM GUARDRAIL ANCH, TP 1 EA 1 $ -

610-2845 REM CONC PVMT SY 75 $ -

610-9001 REM SIGN EA 1 $ -

627-1000 MSE WALL FACE, 0 - 10 FT HT, WALL NO - 1,2,3,4,5,6,7,8,&9 SF 5034 $ -

627-1010 MSE WALL FACE, 10 - 20 FT HT, WALL NO - 5 SF 1396 $ -

627-1180 ADDITIONAL MSE BACKFILL CY 60 $ -

631-5150 CMS CONTROLLER EA 3 $ -

636-1036 HIGHWAY SIGNS, TP 1 MATL, REFL SHEETING, TP 11 SF 5 $ -

636-2070 GALV STEEL POSTS, TP 7 LF 15 $ -

641-1200 GUARDRAIL, TP W LF 429 $ -

641-5015 GUARDRAIL TERMINAL, TP 12 A EA 1 $ -

643-8405 FENCE, SPECIAL DESIGN LF 2148 $ -

647-1000 TRAFFIC SIGNAL INSTALLATION NO LS 1 $ -

647-6057 PEDESTAL POLE EA 3 $ -

647-6058 PEDESTAL POST EA 1 $ -

653-0120 THERMOPLASTIC PVMT MARKING, ARROW, TP 2 EA 2 $ -

653-1502 THERMOPLASTIC SOLID TRAF STRIPE, 5 IN. YELLOW LF 332 $ -

653-1704 THERMOPLASTIC SOLID TRAF STRIPE, 24 IN. WHITE LF 35 $ -

653-1804 THERMOPLASTIC SOLID TRAF STRIPE, 8 IN. WHITE LF 516 $ -

653-3501 THERMOPLASTIC SKIP TRAF STRIPE, 5 IN. WHITE GLF 156 $ -

682-2150 PULL BOX, TYPE 3 EA 3 $ -

682-6222 CONDUIT, NONMETL, TP 2, 2 IN LF 500 $ -

682-7050 CONDUIT DETECTION WIRE LF 500 $ -

687-1000 TRAFFIC SIGNAL TIMING LS 1 $ -

937-4000 INDUCTANCE LOOP DETECTION SYSTEM, NO - LS 1 $ -

937-4100 PEDESTRIAN DETECTION SYSTEM, NO - LS 1 $ -

999-5200 DETECTABLE WARNING SURFACE SF 240 $ -

Total $ -

RFB Number 2025 – 05 Page 17

EXHIBIT E SITE PLANS

See following page(s).

914.48

909.00

909.00

17+68.62 PC

17+78.19 PT

18+55.00 PC

18+85.00 PT 18+90.00 PC

19+20.00 PT

24+46.17 PC

24+74.83 PT

27+61.38 PC

27+77.08 PT

17+80.00 PC

18+10.00 PT

18+15.00 PC

18+45.00 PT

19+30.00 PC

19+60.00 PT 19+65.00 PC

19+95.00 PT

23+47.50 PC

23+76.17 PT

25+44.83 PC

25+73.50 PT

26+32.93 PC

26+48.45 PT

D.S. 0 mphD.S. mphed 0.0% '1.49E+17E 9.13'R 28.67'L 1.49E+17'T 267°53'56.23"D (LT)180°00'00.0"¬ 3.2808E 3.2808N -1566804069+0149022561165998304.00PI CURVE# __

D.S. 0 mphD.S. mphed 0.0% '3.98E+11E 9.12'R 28.67'L 3.98E+11'T 267°53'56.23"D (LT)180°00'00.0"¬ -3.8525E+11E 1.0372E+11N -315278869+399431958572.15PI CURVE# __

D.S. 0 mphD.S. mphed 0.0%'4.01E 10.00'R 15.52'L 9.81'T 212°57'28.06"D (LT)88°55'43.6"¬ 2,183,071.5855E 1,493,305.2314N 26+42.75PI CURVE# __

D.S. mphed 0.0% '1.49E+17E 9.13'R 28.67'L 1.49E+17'T 267°53'56.23"D (RT)180°00'00.0"¬ 3.2808E 3.2808N -1566804069+0149022561159975328.00PI CURVE# __

D.S. mphed 0.0%'4.13E 10.00'R 15.69'L 9.99'T 212°57'28.06"D (RT)89°55'06.2"¬ 2,182,944.0914E 1,493,342.1414N 27+71.37PI CURVE# __

17+50.8 8STA BEGIN PROJECT

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'7.91E 19.10'R 30.00'L 19.10'T 299°59'59.18"D (LT)90°00'00.0"¬ 2,182,877.5176E 1,492,916.7306N 18+34.10PI CURVE# 3

'7.91E 19.10'R 30.00'L 19.10'T 299°59'59.18"D (LT)90°00'00.0"¬ 2,182,960.9414E 1,492,894.2702N 19+84.10PI CURVE# 6

'1.27E 10.00'R 9.57'L 5.19'T 212°57'28.06"D (RT)54°49'44.8"¬ 2,182,842.5910E 1,492,953.1629N 17+73.80PI CURVE# 1

'7.91E 19.10'R 30.00'L 19.10'T 299°59'59.18"D (RT)90°00'00.0"¬ 2,182,890.0477E 1,492,963.2705N 18+74.10PI CURVE# 4

'7.91E 19.10'R 30.00'L 19.10'T 299°59'59.18"D (RT)90°00'00.0"¬ 2,182,931.7596E 1,492,952.0403N 19+09.10PI CURVE# 5

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'4.01E 10.00'R 15.52'L 9.81'T 212°57'28.06"D (LT)88°55'43.6"¬ 2,183,071.5855E 1,493,305.2314N 26+42.75PI CURVE# 11

9.13'R 28.67'L 267°53'56.23"D (RT)180°00'00.0"¬ CURVE# 9

'4.13E 10.00'R 15.69'L 9.99'T 212°57'28.06"D (RT)89°55'06.2"¬ 2,182,944.0914E 1,493,342.1414N 27+71.37PI CURVE# 12

PI 26+08.50

PI 23+12.50

TOP BANK

TP

TP

TP

TP

12"

10" 10"

6"9"

VAULT

WATER

CHILI'S

SIGN

B R

IC

K

S

IG

N

REGULATORY FLOODWAY

REGULATORY FLOODWAY

100 YEAR FLOOD

0 Y

EAR

FL

OOD

BOREHOLE

(TYP.

BOREHOLE

(TYP.

BOREHOLE

(TYP.

BOREHOLE

(TYP.

Q T

S I G

N

L.L

L.L

25' STATE BUFFER

50' UNDISTURBED BUFFER

75' IMPERVIOUS SETBACK

25' STATE BUFFER

50' UNDISTURBED BUFFER

75' IMPERVIOUS SETBACK

TOP B

ANK

PL

TP

TP

WV

WV

TR

WM

WM

W M

W M W

M

W M

PL

PL

PL

PL

PL

PL

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

S73°04'09.5"ES73°04'09.5"E

N '5

.5

E

LOCATION

PROJECT

DATE

PLANS COMPLETED

REVISIONS

CONTRACT # 005-2024-00

BUCKHEAD CROSSING TRAIL PROJECT

SUBMISSION BY:

RECOMMENDED FOR

CHIEF ENGINEER

CITY OF WOODSTOCK

SPECIFICALLY DIRECTED TO SUBSECTIONS 102.04, 102.05, AND 104.03 OF THE SPECIFICATIONS.

BIND THE DEPARTMENT OF TRANSPORTATION IN ANY WAY. THE ATTENTION OF BIDDER IS

HOWEVER, THE SAME ARE SHOWN AS INFORMATION ONLY, ARE NOT GUARANTEED, AND DO NOT

UPON FIELD INVESTIGATIONS AND ARE BELIEVED TO BE INDICATIVE OF ACTUAL CONDITIONS.

INDICATED THEREBY, WHETHER BY DRAWINGS OR NOTES, OR IN ANY OTHER MANNER, ARE BASED

THE DATA, TOGETHER WITH ALL OTHER INFORMATION SHOWN ON THESE PLANS OR IN ANYWAY

THE DEPARTMENT OF TRANSPORTATION.

HIGHWAY DEPARTMENT OF GEORGIA, AND SHALL BE DEEMED TO MEAN

" DEPARTMENT " WHEN THE CONTEXT THEREOF MEANS THE STATE

STATE HIGHWAY DEPARTMENT ", " HIGHWAY DEPARTMENT ", OR

DEPARTMENT OF GEORGIA ", " STATE HIGHWAY DEPARTMENT ", " GEORGIA

USED IN CONNECTION WITH THIS DOCUMENT, TO " STATE HIGHWAY

WRITINGS, DOCUMENTS, DRAWINGS, OR PHOTOGRAPHS USED, OR TO BE

ALL REFERENCES IN THIS DOCUMENT, WHICH INCLUDES ALL PAPERS,

NOTE :

APPROVAL DATE:

LOCATION & DESIGN

FUNCTIONAL CLASS: URBAN

CHEROKEE COUNTY.

THIS PROJECT IS 100% IN

OF 1988.

AMERICAN VERTICAL DATUM (NAVD)

1983)/94 WEST ZONE, AND THE NORTH

COORDINATE SYSTEM OF 1984 (NAD

USING THE HORIZONTAL GEORGIA

THIS PROJECT HAS BEEN PREPARED

BY:

PLANS PREPARED

ACCEPTANCE BY:

RECOMMENDED FOR

AXIS INFRASTRUCTURE

DIRECTOR OF TRANSPORTATION

CHEROKEE COUNTY

cherokee county

DEPARTMENT OF TRANSPORTATION

01-0001

LOCATION SKETCH

STANDARDS AND DETAILS BOOK WHICH THEY REVISE OR IN WHICH THERE IS A CONFLICT.

ANY REVISIONS CONTAINED WITHIN THIS PLAN SET SUPERSEDE THE 2023 CONSTRUCTION

http://mydocs.dot.ga.gov/info/gdotpubs/ConstructionStandardsAndDetails/Forms/AllItems.aspx

CONSTRUCTION STANDARDS AND DETAILS BOOK IS AVAILABLE AT:

STANDARDS AND DETAILS BOOK AND ATTACHED APPLICABLE REVISIONS. THE 2024

THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH THE 2024 CONSTRUCTION

EXISTING R/W

EXISTING R/W

EXISTING R/W

EXISTING R/W

E X

I S

T I N

G R

/W

E X

I S

T I N

G R

/W

E X

I S

T I N

G R

/W

LIMITS OF CONSTRUCTION

LIMITS OF CONSTRUCTION

LIMITS OF CONSTRUCTION

LIMITS OF CONSTRUCTION

TOWNE LAKE PARKWAY

B U

C K

H E

A D

C R

O S

S

IN

G

APPROXIMATE RADIUS = 38' MATCH EXISTING

REPAIR DETAIL THIS SHEET.

REPAIR PER TYPICAL STREET CUT

SEE CHEROKEE COUNTY STANDARD 213

REMOVE EXISTING MEDIAN

AT STA. 401+89.83.

NEW CONCRETE BULLNOSE WITH 2' RADIUS

CUT REPAIR DETAIL THIS SHEET. INSTALL

REPAIR PAVEMENT PER TYPICAL STREET

SEE CHEROKEE COUNTY STANDARD 213

REMOVE EXISTING MEDIAN

REFER TO SHEET 13-003, STA. 27+98.30 FOR TRAIL DESIGN.

140 280

SCALE IN FEET

0 70

11/05/2020

Clyde Sanders

11/15/2024 GPLOT-ORD

gplotborder-ORD-PO.tbl

2400128_01-0001.dgn

CONCOV

P.I. No.

DRAWING No.

CONCOV-CE

CHEROKEE COUNTY

2400128

QUIKTRIP CORPORATION

STOCKGEORGE LLC

MP THE PALMER LLC

CHEROKEE COUNTY

41-0001 TO 41-0002 GEORGIA STANDARDS

40-0001 TO 40-0010 CONSTRUCTION DETAILS

35-0001 TO 35-0003 BRIDGE PLANS

31-0001 TO 31-0005 RETAINING WALL ENVELOPES

SIGNAL PLANS 27-0001

SIGNING AND MARKING PLANS AND DETAILS 26-0001

23-0001 TO 23-0002 CROSS-SECTIONS

15-0001 TO 15-0002 MAINLINE ROADWAY PROFILE DRAWING

13-0001 TO 13-0004 MAINLINE ROADWAY PLAN DRAWING

08-0001 QUANTITIES REQUIRED ON CONSTRUCTION DRAWING

07-0001 QUANTITIES REQUIRED BY AMENDMENT DRAWING

SUMMARY QUANTITIES 06-0001

05-0001 TO 05-0002 TYPICAL SECTIONS

04-0001 TO 04-0004 GENERAL NOTES

03-0001 REVISION SUMMARY DRAWING

02-0001 INDEX DRAWING

01-0001 COVER DRAWING

INDEX

41-0001 TO 41-000X GEORGIA STANDARDS

40-0001 TO 40-000X CONSTRUCTION DETAILS

35-0001 TO 35-000X BRIDGE PLANS

32-0001 TO 32-000X RETAINING WALL PLANS

27-0001 TO 27-000X SIGNAL PLANS

26-0001 TO 26-000X SIGNING AND MARKING PLANS AND DETAILS

23-0001 TO 23-000X CROSS-SECTIONS

15-0001 TO 15-000X MAINLINE ROADWAY PROFILE DRAWING

13-0001 TO 13-000X MAINLINE ROADWAY PLAN DRAWING

08-0001 QUANTITIES REQUIRED ON CONSTRUCTION DRAWING

07-0001 QUANTITIES REQUIRED BY AMENDMENT DRAWING

06-0001 TO 06-000X SUMMARY QUANTITIES

05-0001 TO 05-000X TYPICAL SECTIONS

04-0001 TO 04-000X GENERAL NOTES

03-0001 REVISION SUMMARY DRAWING

02-0001 INDEX DRAWING

01-0001 COVER DRAWING

INDEX

INDEX DRAWING

SHEET NO. TOTAL SHEETS

REVISION DATES

8/19/2024

Clyde Sanders

GPLOT-ORD

gplotborder-ORD-PO.tbl

2400128_02-0001.dgn

4:16:48 PM

GPLN10/23/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

2400128

CHEROKEE COUNTY

P.I. No.

CHEROKEE COUNTY

BUCKHEAD CROSSING

-0001 02

DATE DRAWING NO. REVISION DATE DRAWING NO. REVISION

REVISION SUMMARY DRAWING

REVISION DATES

8/19/2024

Clyde Sanders

GPLOT-ORD

2400128_03-0001.dgn

Design File and Plot Substitution information

4:18:19 PM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

Proj. No.

2400128

CHEROKEE COUNTY

P.I. No.

CHEROKEE COUNTY

-0001 03

INFORMATION.

STANDARD SPECIFICATION AND SUPPLEMENTS THERETO FOR ADDITIONAL

LANDFILL, OR IN AN ENGINEERED FILL. SEE SECTION 201 OF THE

PERMITTED SOLID WASTE FACILITY, A PERMITTED INERT WASTE

OUTSIDE THE PROJECT RIGHT OF WAY SHALL BE PLACED IN EITHER A

OCCURRING IN THEM. ALL COMMON FILL OR EXCESS MATERIAL DISPOSED

ENVIRONMENTALLY APPROVED PRIOR TO CONSTRUCTION ACTIVITIES

2. ALL BORROW AND WASTE SITES FOR THIS PROJECT SHALL BE

IS NOT REQUIRED FOR THIS PROJECT.1. AN N.O.I.

(SURFACE COURSE FROM THE MAINLINE)

(SURFACE COURSE FROM THE MAINLINE)

(URBAN SHOULDER) CONC VALLEY GUTTER, 8 IN.

CONCRETE - DRIVEWAY CONCRETE, 8 IN THICK

GRADED AGGREGATE BASE, 6".

INCL BITUM MATL & H LIME

220 LB/SY RECYCLED ASPHALT CONC, 19 MM SUPERPAVE, GP 1 OR 2,

, ASPHALT -

COMMERCIAL:

(URBAN SHOULDER) CONC VALLEY GUTTER, 6 IN.

CONCRETE - DRIVEWAY CONCRETE, 6 IN THICK,

GRADED AGGREGATE BASE, 6".

, ASPHALT -

RESIDENTIAL:

DRIVES TO BE CONSTRUCTED. DRIVES SHALL BE CONSTRUCTED USING:

PRIOR TO MAKING ANY REVISIONS TO LOCATION, WIDTH, AND/OR NUMBER OF

APPLICABLE. THE CONTRACTOR SHALL OBTAIN THE APPROVAL FROM THE ENGINEER

TO MATCH THE LOCATION OF EXISTING DRIVEWAYS AT THE TIE IN POINT, IF

FROM THE BEST AVAILABLE DATA; THE CONTRACTOR SHALL CONSTRUCT DRIVEWAYS

NOTED OTHERWISE IN THE PLANS. EXISTING DRIVEWAY LOCATIONS ARE SHOWN

OTHERWISE IN THE PLANS. COMMERCIAL DRIVES SHALL BE 24 FEET WIDE UNLESS

RESIDENTIAL DRIVES SHALL BE 14 FEET WIDE AT THE THROAT UNLESS NOTED

CONCRETE FOR CONCRETE AND ASPHALT FOR EARTH / GRAVEL DRIVES.

OTHER DRIVEWAYS SHALL BE REPLACED AS FOLLOWS: ASPHALT FOR ASPHALT,

SHALL BE PAVED WITH CONCRETE UNLESSOTHERWISE NOTED IN THE PLANS. ALL

NOTED OTHERWISE NOTED IN THE PLANS. ALL DRIVEWAYS OVER 11% IN GRADE

TIE IN POINT OR REQUIRED RIGHT OF WAY, WHICHEVER IS GREATER UNLESS

3. ALL DRIVEWAYS THAT ARE TO BE RECONSTRUCTED WILL BE PAVED BACK TO THE

THE COST FOR ADA RAMPS SHALL BE INCLUDED IN THE PRICE BID FOR 8 INCH CONCRETE SIDEWALK

4. ALL ADA RAMPS AND SIDEWALKS WITHIN RADII ARE TO BE CONSTRUCTED WITH 6 INCH WITH A DROP DOWN SLAB OF 8 INCH AT ENDS.

WAS

8. THE METHOD OF UTILITY LOCATION ON THIS PROJECT

SUE INVESTIGATION

(678) 614-3093SEWERCITY OF WOODSTOCK WATER AND SEWER

(678) 614-3093WATERCITY OF WOODSTOCK WATER AND SEWER

(800) 624-9675TELECOMMUNICATIONVERIZON BUSINESS

(404) 506-6539ELECTRICGEORGIA POWER

(678) 355-3406ELECTRICCOBB EMC

(678) 708-7112TELECOMMUNICATIONCOMCAST

(770) 479-1813 EXT 1181SEWERCHEROKEE COUNTY WATER AND SEWER

(770) 479-1813 EXT 1181WATERCHEROKEE COUNTY WATER AND SEWER

(800) 778-9140TELECOMMUNICATIONCHARTER COMMUNICATIONS

(305) 409-1542TELECOMMUNICATIONATT

(470) 248-6482GASATLANTA GAS LIGHT CHEROKEE

PHONESERVICEUTILITY OWNER

GENERAL NOTES

GENERAL NOTES

REQUIRES DESIGNER INPUT

REVISION DATES

11/15/2024

Clyde Sanders

GPLOT-ORD

2400128_04-0001.dgn

10:37:04 AM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

Proj. No.

2400128

CHEROKEE COUNTY

P.I. No.

CHEROKEE COUNTY

-0001 04

21. ALL CCTV CAMERAS SHALL BE INSTALLED ON FRONT OF POLE FACING THE ROADWAY, IF APPLICABLE.

SHALL BE INSTALLED AS FAR FROM THE EXISTING GUARDRAIL AS POSSIBLE.

ACHIEVED, CABLE

OF 5' BEHIND THE FACE OF THE GUARDRAIL WHERE RIGHT-OF-WAY ALLOWS. WHERE 5' CANNOT BE

20. CABLE TO BE INSTALLED OR REPLACED BEHIND EXISTING GUARDRAIL IS TO BE PLACED A MINIMUM

OF THE ITEM. TESTING AND BURN-IN PERIODS ARE PART OF THE CONTRACT TIME.

19. TESTING FOR ITEMS COVERED UNDER THE 935 & 936 SPECIFICATIONS ARE INCLUDED IN THE COST

BEGINS.

COUNTY OF ANY EXISTING CONDUIT THAT IS FOUND TO BE UNUSABLE WITHIN 30 DAYS OF THE DATE WORK

18. IN LOCATIONS WHERE EXISTING CONDUIT IS BEING UTILIZED, THE CONTRACTOR SHALL NOTIFY THE

MORE THAN 24 HOURS.

BE DOWN FOR

PRIOR TO DISCONNECTING ANY EXISTING WIRE, CABLE, OR EQUIPMENT. THE COMMUNICATIONS SHALL NOT

PREPARATIONS HAVE BEEN MADE. THE CONTRACTOR SHALL CONTACT CHEROKEE COUNTY ONE (1) WEEK

SHALL BE DISCONNECTED UNTIL PROPER REPLACEMENTS ARE AVAILABLE AND ALL NECESSARY

PREPARATORY WORK SHALL BE COMPLETED BEFORE REPLACEMENT OR DISTURBANCE IS MADE. NO EQUIPMENT

17. WHERE EXISTING WIRE, CABLE, OR EQUIPMENT IS BEING REPLACED OR DISTURBED, ALL

MATERIALS SHALL BE EXECUTED WITHIN THE EXISTING RIGHT-OF-WAY.

ALL CONSTRUCTION ASSOCIATED WITH THE INSTALLATION OF ALL NEW DEVICES, EQUIPMENT, AND

THE EXISTING RIGHT-OF-WAY.

WITHIN

16. ALL DEVICES, EQUIPMENT, AND MATERIAL INSTALLED UNDER THIS PROJECT SHALL BE INSTALLED

TO THE COUNTY.

15. UPON COMPLETION OF CONSTRUCTION ACTIVITIES THE CONTRACTOR SHALL PROVIDE AS-BUILT PLANS

SPECIFIED.

MATERIAL. THE COST OF THIS WORK SHALL BE INCLUDED INTO EXISTING PAY ITEMS UNLESS OTHERWISE

14. ALL MANHOLES AFFECTED BY THE WORK SHALL BE RAISED TO GRADE AND CLEAR OF PAVING

OF THEIR BID PRICE, FOR THAT TRAFFIC SIGNAL INSTALLATION.

SIGNAL EQUIPMENT, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INCLUDE THE COST, AS PART

AND/OR CCTV CAMERAS ON THIS PROJECT. IF A UTILITY TRANSFORMER IS REQUIRED FOR TRAFFIC

ESTABLISHING NEW POWER AND COMMUNICATION SERVICES FOR TRAFFIC SIGNALS, DETECTION SYSTEMS,

12. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL FEES ASSOCIATED WITH MODIFYING AND

INSTALLED BY DIRECTIONAL BORING, UNLESS NOTED OTHERWISE ON THE PLANS.

11. CONDUIT TO BE INSTALLED BENEATH ANY EXISTING CONCRETE/ASPHALT SURFACES SHALL BE

9. A NOTICE OF INTENT IS NOT REQUIRED FOR THIS PROJECT.

SERVICE POINTS AND THE AND THE EQUIPMENT CABINETS.

INCLUDES ALL MATERIALS, LABOR, AND TYPE 2 PULL BOXES TO PROVIDE A CONNECTION BETWEEN THE

IF NEW LOCATION IS PROPOSED. PAYMENT FOR TYPE 2 CONDUIT FOR ELECTRICAL POWER SERVICE

ASSEMBLY POINTS SHALL BE LOCATED AS SHOWN ON PLANS OR AT THE BACK OF THE RIGHT-OF-WAY LINE, ELECTRICAL UTILITY COMPANIES TO PROVIDE POWER TO THE SERVICE RISER POINTS. POWER SERVICE

IN DETERMINING POWER ROUTING TO EACH DEVICE. THE CONTRACTOR SHALL COORDINATE WITH THE LOCAL

8. THE ELECTRICAL POWER SERVICE ASSEMBLY POINTS SHOWN ON PLANS ARE FOR THE CONTRACTOR'S USE

CONDUIT DUCT BANK OR CONDUIT.

INSTALLED. PAVEMENT REMOVAL AND PAVEMENT INLAY SHALL BE INCLUDED IN THE BID PRICE FOR

INSTALLED, THE CONTRACTOR SHALL INLAY TO MATCH EXISTING SURFACE TYPE AFTER CONDUIT IS

7. THE CONTRACTOR SHALL REMOVE PAVEMENT BY SAW CUT TO PROVIDE A NEAT LINE. WHERE CONDUIT IS

CONDUIT LOCATIONS.

6. FIBERGLASS OR RIGID STEEL CONDUIT SHALL BE USED (AS SHOWN ON PLANS) AT ALL EXPOSED

SECTION 702.3.07 OF THE GEORGIA SPECIFICATIONS.

NEGLIGENCE. THE CONTRACTOR WILL NOT BE REQUIRED TO MAINTAIN LANDSCAPING AS SPECIFIED IN

OR DESTROYED BY ANY WORK PERFORMED AS PART OF THIS PROJECT BECAUSE OF CONTRACTOR

LINES, STORM DRAIN PIPES, RUMBLE STRIPS, ROADWAY, AND ANY RETAINING WALLS THAT ARE DAMAGED

702), GRASSING (IN ACCORDANCE WITH GEORGIA SPECIFICATIONS SECTION 700). UTILITY SERVICE

PAVEMENT, SIGNS, GUARDRAIL, LANDSCAPING (IN ACCORDANCE WITH GEORGIA SPECIFICATIONS SECTION

ANY PAVEMENT MARKINGS, BARRIER WALL, FENCE, DITCH PAVING, CURBING, SIDEWALK, GUTTER, SLOPE

5. THE CONTRACTOR SHALL REPLACE IN LIKE KIND AND SIZE, AT NO ADDITIONAL COST TO THE COUNTY, COST TO THE COUNTY.

OR PIPE THAT IS DAMAGED BY ANY WORK PERFORMED AS PART OF THIS PROJECT AT NO ADDITIONAL

4. THE CONTRACTOR SHALL REPAIR ANY EXISTING ITS DEVICE, CABINET, STRUCTURE, CONDUIT, CABLE, EXISTING INDUCTIVE LOOPS SHOWN ON THE PLANS ARE FOR INFORMATION ONLY.

SHALL BE REPLACED ENTIRELY WITHIN TWO WEEKS AT NO ADDITIONAL COST TO THE COUNTY. ANY

BE REPAIRED BY SPLICING. ALL LOOPS OR LEAD-IN WIRES THAT ARE CUT, DAMAGED, OR DESTROYED

2. EXISTING INDUCTIVE LOOPS OR LEAD-IN WIRES THAT ARE CUT, DAMAGED, OR DESTROYED SHALL NOT

1. THE CONTRACTOR SHALL LOCATE ALL UTILITIES BEFORE DIGGING TO ELIMINATE ANY CONFLICTS.

ITS GENERAL NOTES

SEPTEMBER 2021 REVISION

REVISION DATES

11/15/2024

Clyde Sanders

GPLOT-ORD

10:38:06 AM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

Proj. No.

2400128

CHEROKEE COUNTY

P.I. No.

CHEROKEE COUNTY

0002-04

ITS GENERAL NOTES

IN THE CENTER OF THE SIGN AND FLUSH WITH THE BACK OF THE SIGN.

½ INCH x (WIDTH OF SIGN) ALUMINUM OR GALVANIZED STEEL STRAP LOCATED

6. EACH 42 OR 48 INCH WIDE x 18 OR 24 INCH HIGH SIGN REQUIRES ONE 2 INCH x

INCH DIAMETER, DRILLED OR PUNCHED, AS SHOWN ON THE SIGN PLATE DETAILS.

WIDTH FROM THE EDGE OF THE SIGN. SIGN PLATE BOLT HOLES SHALL BE ⅜

THE SIGN. THE CENTERLINE OF EACH POST SHALL BE INSET 1/6TH OF THE SIGN

WITH THE BACK OF THE SIGN WITH ONE EACH ACROSS THE TOP AND BOTTOM OF

SIGN) ALUMINUM OR GALVANIZED STEEL STRAPS. THE STRAPS SHALL BE FLUSH

SHALL BE MOUNTED ON TWO POSTS WITH 2 EACH 2 INCH x ½ INCH x (WIDTH OF

5. SINGLE PLATE, HORIZONTAL RECTANGULAR SIGNS OVER 48 INCHES IN WIDTH

UNSTIPULATED DISTANCE BEHIND GUARDRAIL.

4c. WHEN GUARDRAIL IS PRESENT OR BEING PROPOSED, SIGNS SHALL BE POSTED AN

BE AT LEAST 2 FEET FROM THE CURB FACE TO THE NEARER EDGE OF THE SIGN(S).

GREATER. THE HORIZONTAL CLEARANCE IN NON-MOUNTABLE CURB SECTIONS SHALL

NORMAL EDGE OF PAVEMENT TO THE NEARER EDGE OF THE SIGN(S), WHICHEVER IS

SHALL BE 6 FEET FROM THE EDGE OF THE PAVED SHOULDER OR 12 FEET FROM THE

4b. HORIZONTAL CLEARANCE FOR STANDARD HIGHWAY SIGNS ON ALL OTHER ROADWAYS

NORMAL EDGE OF PAVED SHOULDER, OR EDGE OF GRADED SHOULDER WHEN PRESENT.

CLEARANCE FOR STANDARD HIGHWAY SIGNS ON RAMPS SHALL BE 2 FEET FROM THE

THE SIGN(S), UNLESS SPECIFIED OTHERWISE IN THE PLANS. HORIZONTAL

SHALL BE 32 FEET FROM THE NORMAL EDGE OF PAVEMENT TO THE NEARER EDGE OF

4a. HORIZONTAL CLEARANCE FOR STANDARD HIGHWAY SIGNS ON INTERSTATE HIGHWAYS

OF 7 FEET ABOVE THE SIDEWALK.

SIDEWALK IS PROPOSED OR EXISTING, THE SIGNS SHALL BE ERECTED AT A HEIGHT

THE NORMAL EDGE OF PAVEMENT TO THE BOTTOM OF THE SIGN OR ASSEMBLY. IF

3. ALL STANDARD HIGHWAY SIGNS SHALL BE ERECTED AT A HEIGHT OF 7 FEET ABOVE

OPERATIONS.

PROJECT ENGINEER WITHOUT PRIOR APPROVAL FROM THE OFFICE OF TRAFFIC

EDITION. NO SIGN LOCATION SHALL BE CHANGED BY THE CONTRACTOR OR BY THE

SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, CURRENT

FIELD CONDITIONS WHERE NECESSARY, BUT SHALL BE WITHIN THE LIMITATIONS

2. SIGN ERECTION STATIONS ARE APPROXIMATE AND MAY BE ADJUSTED TO MEET

SUPPLEMENTAL SPECIFICATIONS, AND/OR SPECIAL PROVISIONS.

TRAFFIC CONTROL DEVICES, CURRENT EDITION, AND THE GEORGIA SPECIFICATIONS,

ACCORDANCE WITH THE DETAILS SHOWN IN THE PLANS, THE MANUAL ON UNIFORM

1. ALL STANDARD HIGHWAY SIGNS SHALL BE FABRICATED AND ERECTED IN

EXISTING SIGNS THAT ARE DUPLICATED OR ARE CONTRARY TO THESE SIGN PLANS.

17. THE CONTRACTOR WILL, AS REQUESTED BY THE COUNTY, BE REQUIRED TO REMOVE ANY

BE SHOWN ON ALL R552-1 (LIMITED ACCESS) SIGNS IN THIS PROJECT, IF ANY.

16. REFER TO PLAN SHEETS FOR LOCATION OF THE DISTRICT ENGINEERS OFFICE TO

MISCELLANEOUS SIGNS.

15. FOR DETAILS OF SPECIAL DESIGN HIGHWAY SIGNS, SEE DETAILS OF

UNIFORM TRAFFIC CONTROL DEVICES, CURRENT EDITION, FOR DETAILS.

OR SPUR SHALL USE 4 INCH SERIES "D" LETTERS. REFER TO THE MANUAL ON

14. ALL INTERSTATE, U.S., AND GEORGIA SHIELDS REQUIRING ALT, BUS, CONN, LOOP,

PUNCHED, SHALL BE REQUIRED TO PROPERLY MOUNT THE ASSEMBLY.

ON THE POST(S), ADDITIONAL⅜INCH DIAMETER HOLE(S), DRILLED OR

13. WHERE SIGNS WITHIN AN ASSEMBLY EXTEND BELOW THE STANDARD MOUNTING HOLES

WITHIN AN ASSEMBLY.

12. A ½ INCH MINIMUM AIR SPACE SHALL BE REQUIRED BETWEEN ALL SIGN PLATES

SIGNING SHALL HAVE TYPE 9 (VERY HIGH INTENSITY) REFLECTIVE SHEETING.

PORTION OF THE S5-1) SIGNS. ALL REGULATORY SIGNS WITHIN THE SCHOOL ZONE

SHALL BE USED FOR SCHOOL ZONE (S1-1, S2-1, S3-1, S4-3, AND THE TOP

11. TYPE 11 (VERY HIGH INTENSITY) FLUORESCENT YELLOW GREEN REFLECTIVE SHEETING

BE USED FOR ALL WARNING SIGNS.

10. TYPE 11 (VERY HIGH INTENSITY) FLUORESCENT YELLOW REFLECTIVE SHEETING SHALL

RED SERIES SIGNS (R1-1, R1-2, R1-3P, R5-1, R5-1A, R5-1B).

9. TYPE 11 (VERY HIGH INTENSITY) REFLECTIVE SHEETING SHALL BE USED FOR ALL

OR CLASS 2 ADHESIVE BACKING IS PERMISSIBLE.

AS SPECIFIED BELOW OR SPECIFIED OTHERWISE IN THE PLANS. EITHER CLASS 1

ALL STANDARD HIGHWAY SIGNS REQUIRING REFLECTORIZED BACKGROUNDS EXCEPT

8. TYPE 9 (VERY HIGH INTENSITY) REFLECTIVE SHEETING SHALL BE USED FOR

TYPICAL FRAMING DETAILS.

FRAMES. FOR DETAILS AND STRAP SPECIFICATIONS REFER TO SIGN ASSEMBLY-

7. SIGN ASSEMBLIES SHALL BE MOUNTED ON ALUMINUM OR GALVANIZED STEEL STRAP

GENERAL NOTES - STANDARD SIGNS

REVISION DATES

11/15/2024

Clyde Sanders

GPLOT-ORD

10:39:15 AM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

Proj. No.

2400128

CHEROKEE COUNTY

P.I. No.

CHEROKEE COUNTY

0003-04

CABLE TO THE POLES UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

UTILITY TIMBER POLES WHEN ATTACHING SPAN WIRE OR INTERCONNECT

6. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL NEW GUYS ON EXISTING

SIGNAL OPERATION TO BE INOPERABLE.

EQUIPMENT. AT NO TIME SHALL THE CONTRACTOR CAUSE ANY PART OF THE

DURING THE INTERIM PERIOD THROUGH INSTALLATION OF NEW SIGNAL

TEMPORARY SUPPORT POLE LOCATIONS(S) REQUIRED BY THE PROJECT

TRAFFIC SIGNAL AND/OR CONTROL SYSTEM ADJUSTMENTS, INCLUDING

CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL

5. THE CONTRACTOR SHALL MAINTAIN EXISTING TRAFFIC SIGNALS DURING

SHOWN ON THE PLANS.

MAINTAINED. PLACEMENT OF THE SIGNAL HEADS SHALL BE RETAINED AS

UTILITIES. MINIMUM CLEARANCES FROM EDGE OF PAVEMENT SHALL BE

LOCATION OF NEW SIGNAL POLES, ARE ACCEPTABLE TO AVOID UNDERGROUND

OF THE…