REQUEST FOR PROPOSAL

FOR

Brightstar Rd at Brightstar Connector Intersection Improvements

ISSUE DATE: July 16, 2026

DUE DATE: August 17, 2026

RFP 2026-004

I. GENERAL PROJECT INFORMATION AND BACKGROUND: The City of Douglasville (the ‘’City’’ or “Owner”) is seeking to add improvements to the Brightstar Rd at Brightstar Connector intersection. This project will upgrade the traffic signal and upgrade the signing, striping and sidewalks at the Rose Avenue intersection. The traffic signal will include mast arms and video detection with underground connectivity.

II. SCOPE OF SERVICES: The project includes but is not limited to the following:

A. Construction Phase

1. Contractor must attend the Pre-Bid Conference

2. Contractor must maintain the flow of vehicular traffic during intersection improvements

3. Contractor must maintain the flow of pedestrian traffic during intersection improvements

4. Additional and extension of striping, crosswalks, and stop bars surrounding each intersection as outlined in Exhibit B

5. Installation of sidewalks with ADA compliant ramps as designed in Exhibit B

6. Contractor shall provide all labor, materials, equipment, and engineering needed to deliver the reconfigured intersections.

All Local, County, State, and Federal codes and regulations must be followed.

Once a contract is executed between the City of Douglasville and the successful Proposer, the Proposer will be required to deliver the services required by this RFP by the members of the proposed project team. The City of Douglasville must first approve any change in, or substitution of, project team members, including any contractor or, sub-contractor, in writing.

B. Pre-proposal Meeting A MANDATORY pre-proposal Conference will be held July 23, 2026 at 11:00 AM EDT, at Jessie Davis Park, Suite 300, 7775 Jessie Davis Park Drive, Douglasville, GA 30134. All firms intending to respond to this Request for Proposal must attend. Late attendees will not be admitted.

C. Requests for Information All requests for information and clarifications regarding this project shall reference the above invitation name and be submitted via Bidnet Direct at http://www.bidnetdirect.com no later than July 30, 2026, at 4:00 PM EDT. Questions and answers will be issued in the form of an addendum to all interested parties and will be available on Bidnet Direct at https://www.bidnetdirect.com.

Please contact Alyssa Gordon, Procurement Manager at gordona@douglasvillega.gov if further assistance is needed. All firms are responsible for checking Bidnet Direct at https://www.bidnetdirect.com on a regular basis for updates, clarifications, and announcements.

The City of Douglasville reserves the right to communicate via electronic mail with the primary contact listed in the proposer’s response to the RFP.

From the issue date of this RFP solicitation until a successful proposer is selected and announced, proposers are forbidden to communicate about this solicitation or this Project for any reason with any members of the City of Douglasville administration and government, except for submission of questions as instructed in the RFP. For violation of this provision, the City reserves the right to reject the proposal of the offending proposer.

D. Submission of Proposals

Responses to this RFP are due by 4:00 PM EDT on August 17, 2026. All proposals are to be completed and submitted in PDF format to Bidnet.com at https://www.bidnetdirect.com. The entire submittal should be submitted as one (1) PDF file. Please do not submit individual documents or sections separately. Electronic submittals must reference RFP 2026-004 Brightstar Rd at Bright Star Connector Improvements. Submissions must be received no later than August 17, 2026, at 4:00 PM EDT. Any proposal received after that time will not be considered for the award.

It is the sole responsibility of the proposer to ensure delivery by specific deadlines. No submittals will be accepted after the date and time stipulated above. A list of firms submitting responsive proposals will be available on Bidnet Direct after the stated submission deadline.

All expenses for preparing and submitting responses are the sole cost of the party submitting the response. The City is not obligated to any party to reimburse such expenses. All submittals upon receipt become the property of the City. Labeling information provided in submittals “proprietary” or “confidential” or any other designation of restricted use will not protect the information from public view. Subject to the provisions of the Georgia Open Records Act, the details of the proposal documents will remain confidential until the final award.

Every proposal shall include price for all labor and materials, including the cost of payment bond and performance bond, as well as unclassified site work. Proposals shall be accompanied by a bid bond in an amount of 5% of the bid. A performance bond and a payment bond, each in the amount of 100% of the contract sum and for the term of the contract, will be required from the successful proposer. Proposals may not be withdrawn for a period of 60 days after the due date for receipt of proposals.

All proposals must be accompanied by a Certificate of Insurance to include General Liability Insurance with limits of no less than $1 million per occurrence and $2 million aggregate, and a general liability umbrella policy with a limit of no less than $1 million aggregate; Worker’s Compensation coverage as provided by Georgia law; Temporary Facilities and Equipment, and Builder’s Risk Insurance. All bonds and insurance policies shall be written by surety companies with an overall A.M. Best rating of A− (Excellent) or better, and which is listed in the U.S. Treasury Circular 570, and also which are licensed to do business in the State of Georgia. Said policies shall provide for jurisdiction and venue in Douglas County, Georgia, for resolution of any disputes.

Proposals may be withdrawn by written or email request, provided such withdrawals are received prior to the time and date of the bid closing. Prior to Notice to Proceed Contractor shall present a Liability Insurance Certificate naming the City of Douglasville as an Additional Insured. Contractor shall be responsible for all injuries or damages of any kind resulting from work to persons or property.

The City may reject the Bid of any vendor that has previously failed to perform properly or complete on time contracts of a similar nature with the City of Douglasville, or if the proposer has within the last 5 years:

a. Failed to complete on time a similar contract due to delays caused by the proposer or non−conforming work performed by the proposer; or

b. Incurred criminal sanctions against company or any current proposer officer; or

c. Had its bonding company pay a claim against proposer’s payment or performance bond, due to proposer’s failure to perform.

E. RFP Timeline

RFP ESTIMATED TIMELINE

Owner issues public advertisement of RFP July 16, 2026 Mandatory Pre-proposal Meeting July 23, 2026 at 11:00 AM EDT Deadline for written questions/requests for clarification July 30, 2026 at 4:00 PM EDT Deadline for submission of Proposals August 17, 2026 at 4:00 PM EDT Interviews by Selection Committee (If Required) TBD Selection recommendation to City Council for approval TBD

F. Qualifications Information

1. Proposer’s Information

a. Firm name, address, and telephone number

b. Primary local contact person(s) and telephone number(s)

c. Total number of firm's local full−time employees

d. Year firm established

e. Listing and description of all current litigation involving the firm

f. Listing and description of all litigation history for the local firm since and including 2018

g. Letter of commitment from Surety or sureties regarding bonding capacity and availability

h. If the proposer is an entity, Articles of Organization (for LLC or LP) or Articles of Incorporation (for Corporations), PLUS proof of current annual registration, from the Georgia Secretary of State.

2. Experience:

a. Over five years of business operation is required.

b. Provide a list of projects over $70,000 completed in the last 2 years. Include with list: size, cost including change orders, total fee, time to complete, description, and images.

c. Provide examples of your experience as a prime contractor in handling projects similar in scope (OR other public and private projects that indicate similar experience). For each of these projects:

1) Provide photographs.

2) Provide an owner reference familiar with your performance on the project. It is the Proposer’s responsibility to ensure that the listed contact and phone number are current.

3) Provide at least 3 client references and contact information.

4) List the individual who served as the Project Executive/Director, Project Manager, Superintendent, and Cost Estimator. Please note whether this individual is still employed with your firm.

3. Statement of Firm's capability to absorb additional workload, availability of personnel, and commitment to provide services on a timely basis.

4. Staffing Management

1. Provide a proposed Organizational Chart which identifies individual names and areas of responsibility.

2. Please designate the specific individuals to fill the following key roles on your team:

a) Project Executive

b) Project Manager

c) Superintendent

d) Cost Estimator

e) Other (please describe, if applicable.)

3. Please provide for each of the above personnel:

a) Current resumes listing relevant project experience.

b) Percent of time to be committed to this Project.

4. Please identify the individual who, from project start to finish, will be the leader of your construction team and the principal point of contact between your firm and the City and City’s Representative and other consultants. This individual’s competence, leadership, and ability to achieve customer satisfaction will be heavily considered in the selection of the contractor.

F. Evaluation of proposals and presentation

The evaluation by the Selection Committee will be based on the Selection Criteria listed below.

The City will appoint a committee of key staff members (Selection Committee) to review each response to this RFP and provide a rank list of all the proposers.

1. Experience/Performance − Review of past performance on City of Douglasville projects or other projects of similar nature and complexity as the proposed project; evaluation of client references whether included in the proposal response or not; overall responsiveness to Owner’s needs. Points: 35

2. Approach − Evaluation of the overall understanding of the scope of the proposed project;

completeness, adequacy, and responsiveness to the required information of the request for proposals. This should include a preliminary Project schedule by task and milestones that will be used to procure the Project. Provide in detail the services your firm will be providing.

Points: 40

3. Fee Proposal− Outlined project cost Points:25

The selection committee members will each review the responses to the RFP’s and provide a score for each based on the selection criteria above. The selection committee will convene and summarize the points earned by each proposer, then establish a list of proposers found by the selection committee to have submitted proposals reasonably susceptible of being selected for award. As needed, the selection committee shall select proposers to be invited to provide a presentation of their proposal(s) to the selection committee.

G. General Conditions

Upon submission of a bid, the bidder hereby certifies on behalf of his or her company or organization that:

1. This proposal is genuine and not made in the interest of, or on behalf of, an undisclosed person, firm, or corporation.

2. This proposal is not submitted in conformity with any agreement or rules of any group, association, organization, or corporation.

3. The proposer has not directly or indirectly induced or solicited any other proposer to submit a false or sham bid.

4. The proposer has not solicited or induced any person, firm, or corporation to refrain from proposing.

5. The proposer has not sought by collusion to obtain for itself any advantages over any other bidder or over the City of Douglasville.

3. EXHIBITS

a) Exhibit “A” – Fee Proposal & Schedule of Unit Price

b) Exhibit “B” – Construction Plans of Proposed Intersection Improvement

c) Exhibit “C” − Bond Attachment

d) Exhibit ‘’D’’ − Disclosure Statement

e) Exhibit “E” − Certification Form

f) Exhibit “F” − Contractor’s Oath

g) Exhibit “G” − Contractors and Subcontractors affidavits of compliance with the

Georgia Security and Immigration Act

h) Exhibit “H” − Attach Corporate of Existence

i) Exhibit “I” – List of Similar projects

Exhibit A: Fee Proposal

ROSE AVENUE INTERSECTION IMPROVEMENT COST ESTIMATE

ROADWAY/SIGNING AND MARKING

PAY ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL COST

636-1033 HIGHWAY SIGNS, TP 2 MATL, REFL SHEETING, TP 11 SF 51 $ $

639-1230 5"-2' DASH-6' SKIP WHITE, PAVEMENT MARKING LF 275 $ $

639-1235 12"-SOLID WHITE, PAVEMENT MARKING LF 400 $ $

639-1240 24" - SOLID WHITE, PAVEMENT MARKING LF 110 $ $

639-1245 5"-SOLID WHITE, PAVEMENT MARKING LF 3470 $ $

639-1600 5"-DOUBLE-YELLOW, PAVEMENT MARKING LF 700 $ $

639-2001 ARROW, TP 1, PAVEMENT MARKING EA 3 $ $

639-2001 ARROW, TP 2, PAVEMENT MARKING EA 8 $ $

639-2001 ARROW, TP 3, PAVEMENT MARKING EA 4 $ $

639-3004 STEEL STRAIN POLE, TP IV w/ 55 FT & 65 FT MAST ARMS w/ 10'

LUMINAIRE ARM

EA 2 $ $

639-4014 STEEL STRAIN POLE, TP IV w/ 65 FT MAST ARM w/ 10'

LUMINAIRE ARM

EA 1 $ $

639-5000 PRESTRESSED CONCRETE STRAIN POLE, TP IV EA 2 $ $

647-1000 TRAFFIC SIGNAL INSTALLATION NO. 1 LS 1 $ $

682-2170 PULLBOX, TP 7 EA 1 $ $

680-5260 LUMINAIRE BRACKET ARM, 10 FT ARM EA 3 $ $

680-6130 LUMINAIRE, TP 3, 40 W, LED EA 3 $ $

682-6110 CONDUIT, RIGID, 2 IN (FOR POWER SERVICE) LF 40 $ $

682-6233 CONDUIT, NONMETAL, TP 3, 2 IN LF 1725 $ $

939-5010 ELECTRICAL POWER SERVICE ASSEMBLY (AERIAL SERVICE

POINT)

EA 1 $ $

682-9950 DIRECTIONAL BORE, 3 IN LF 1370 $ $

682-9950 DIRECTIONAL BORE, 5 IN LF 150 $ $

682-9950 DIRECTIONAL BORE, 7 IN LF 230 $ $

682-9950 DIRECTIONAL BORE, 9 IN LF 100 $ $

682-9950 TRENCH LF 70 $ $

SUBTOTAL $

SUBTOTAL $

ALLOWANCE ‐% OF TOTAL CONSTRUCTION

CONTINGENCY 10% $

TOTAL $

NOTE: Quantities shown are for estimation purposes only.

Contractor shall field verify prior to ordering materials.

Exhibit B: Construction Plans of Proposed Intersection Improvement

Exhibit C: Bond Attachment

Exhibit D: Disclosure Statement

BIDDER hereby submits this Bid as set forth above:

Bidder:

(typed or printed name of organization)

By:

(individual’s signature) Name:

(typed or printed) Title:

(typed or printed)

Date:

(typed or printed)

If Bidder is a corporation, a partnership, or a joint venture, attach evidence of authority to sign.

Attest:

(individual’s signature)

Name:

(typed or printed)

Title:

(typed or printed)

Date:

(typed or printed)

Address for giving notices:

Bidder’s Contact:

Name:

(typed or printed)

Title:

(typed or printed)

Phone:

Email:

Address:

Bidder’s Contractor License Number:

BIDDERS’ DISCLOSURE STATEMENT

All bidders should be aware that the Project is a public project, and the City is a public agency.

Pursuant to the laws, rules and Executive Orders of the State of Georgia, the City of Douglasville shall make every effort to avoid even the appearance of a conflict of interest or any impropriety in both the selection process for this project and the negotiation and performance of any resulting contract. As part of any submittal you intend to make for this project, you must include a Disclosure Statement with your submittal which answers the following specific questions:

1. Describe any business transactions occurring within the prior two years between your firm and the City of Douglasville.

<Insert Response Here>

2. Describe any gift, hospitality, or benefit of any sort that your firm has provided to the City of Douglasville, within the prior one-year period.

3. A conflict of interest or potential conflict of interest is defined as any action, decision, or recommendation by a person acting in a capacity as a public official, the effect of which is or could be to the private monetary or financial benefit or detriment of the person, the person’s relative, or any business with which the person or a relative of the person is associated. The potential conflict of interest is viewed from the perspective of a reasonable person who has knowledge of the relevant facts. Based upon this definition, describe any conflict of interest or potential conflict of interest that your firm has with the City of Douglasville.

This Disclosure Statement should be dated and signed by an authorized signer for the bidder and submitted with the Bidder’s submittal.

Name of Firm

Authorized Signature Date

Printed Name and Title of Authorized Agent

Exhibit E: Certification Form

CERTIFICATION FORM

I, , being duly sworn, state that I am (title) of (firm) and hereby duly certify that I have read and understand the information presented in the attached bid and any enclosure and exhibits thereto.

I further certify that to the best of my knowledge the information given in response to the request for bids is full, complete and truthful.

I further certify that the bidder and any principal employee of the bidder have not, in the immediately preceding five years, been convicted of any crime of moral turpitude or any felony offense, nor has had their professional license suspended, revoked or been subjected to disciplinary proceedings.

I further certify that the bidder has not, in the immediately preceding five years, been suspended or debarred from contracting with any federal, state or local government agency, and further, that the bidder is not now under consideration for suspension or debarment from any such agency.

I further certify that the bidder has not in the immediately preceding five years been defaulted in any federal, state or local government agency contract, and further, that the bidder is not now under any notice of intent to default on any such contract.

I acknowledge, agree and authorize, and certify that the bidder acknowledges, agrees and authorizes, that the City of Douglasville may, by means that the City of Douglasville deems appropriate, determine the accuracy and truth of the information provided by the bidder and that the City of Douglasville or their agents may contact any individual or entity named in the RFP for the purpose of verifying the information supplied therein.

I acknowledge and agree that all the information contained in the RFP is submitted for the express purpose of inducing the City to award a contract.

A materially false statement or omission made in conjunction with this bid is sufficient cause for suspension or debarment from further contracts, or denial of rescission of any contract entered into based upon this bid thereby precluding the firm from doing business with, or performing work for, the State of Georgia. In addition, such false statement or omission may subject the person and entity making the bid to criminal prosecution under the laws of the State of Georgia of the United States, including but not limited to O.C.G.A. §16-10-20, 18 U.S.C. §§1001 or 1341.

Signature

SWORN AND SUBSCRIBED BEFORE ME

This (day) of (month), 20 (year)

NOTARY PUBLIC SIGNATURE

My Commission Expires:

NOTARY SEAL

Exhibit G: Contractors and Subcontractors Affidavits of Compliance

CONTRACTOR AFFIDAVIT AND AGREEMENT REGARDING GEORGIA SECURITY

AND IMMIGRATION COMPLIANCE.

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 Douglasville has registered with and is participating in a federal work authorization program* [any of the electronic verification of work authorization programs operated by the United States Department of Homeland Security or any equivalent federal work authorization program operated by the United States Department of Homeland Security to verify information of newly hired employees, pursuant to the Immigration Reform and Control Act of 1986 (IRCA), P.L. 99-603], in accordance with the applicability provisions and deadlines established in O.C.G.A. 13-10-91.

The undersigned further agrees that, should it employ or contract with any subcontractor(s) in connection with the physical performance of services pursuant to this contract with the City of Douglasville, contractor will secure from such subcontractor(s) similar verification of compliance with O.C.G.A. 13-10- 91 on the Subcontractor Affidavit provided in Rule 300-10-01-.08 or a substantially similar form.

Contractor further agrees to maintain records of such compliance and provide a copy of each such verification to the City of Douglasville at the time the subcontractor(s) is retained to perform such service.

Company ID Number: EEV/Basic Pilot Program* Authorization Date

Name of Contractor Name of Project

Name of Public Employer

Signature by Authorized Officer or Agent Date

Printed Name of Authorized Officer/Agent of Contractor

Title of Authorized Officer/Agent of Contractor

SUBSCRIBED AND SWORN BEFORE ME ON THIS

THE ___ DAY OF ______________________, 20____

Notary Public My Commission Expires: ________________

* As of the effective date of O.C.G.A. 13-10-91, the applicable federal work authorization program is the “EEV / Basic Pilot Program” operated by the U. S. Citizenship and Immigration

SUBCONTRACTOR AFFIDAVIT FOR GEORGIA SECURITY AND

IMMIGRATION COMPLIANCE.

By executing this affidavit, the undersigned subcontractor verifies its compliance with O.C.G.A. 13-10- 91, stating affirmatively that the individual, firm or corporation which is engaged in the physical performance of services under a contract with (name of contractor)| on behalf of the City of Douglasville has registered with and is participating in a federal work authorization program* [any of the electronic verification of work authorization programs operated by the United States Department of Homeland Security or any equivalent federal work authorization program operated by the United States Department of Homeland Security to verify information of newly hired employees, pursuant to the Immigration Reform and Control Act of 1986 (IRCA), P.L. 99-603], in accordance with the applicability provisions and deadlines established in O.C.G.A. 13-10-91.

Company ID Number: EEV/Basic Pilot Program* Authorization Date

Name of Subcontractor Name of Project

Name of Public Employer

Signature by Authorized Officer or Agent Date

Printed Name of Authorized Officer/Agent of Subcontractor

Title of Authorized Officer/Agent of Subcontractor

SUBSCRIBED AND SWORN BEFORE ME ON THIS

THE ___ DAY OF ______________________, 20____

Notary Public My Commission Expires: ________________

* As of the effective date of O.C.G.A. 13-10-91, the applicable federal work authorization program is the “EEV / Basic Pilot Program” operated by the U. S. Citizenship and Immigration Services Bureau of the U.S. Department of Homeland Security, in conjunction with the Social Security Administration (SSA).

Georgia Security and Immigration Compliance.

Compliance with the requirements of O.C.G.A. 13-10-91 and Georgia Department of Labor Rule 300-10- 1-.02 are conditions of this contract. Contractor certifies that it has the following number of employees (check one appropriate box):

_____500 or more employees, or

_____100 or more employees, or

_____fewer than 100 employees, as identified in O.C.G.A. 13-10-91. In the event the Contractor employs or contracts with any subcontractor(s) in connection with this contract, the Contractor will secure from the subcontractor(s) such subcontractor(s’) indication of the employee-number category applicable to the subcontractor. The contractor’s compliance with the requirements of O.C.G.A. 13-10-91 and Rule 300-10-1-.02 is attested by the execution of the contractor affidavit as shown in Rule 300-10-1-.07, or a substantially similar contractor affidavit, which document is attached to this Contract, and is a part of this Contract.

In the event the Contractor employs or contracts with any subcontractor(s) in connection with this contract, the Contractor will secure from such subcontractor(s) attestation of the subcontractor’s compliance with O.C.G.A. 13-10-91 and Rule 300-10-1-.02 by the subcontractor’s execution of the subcontractor affidavit shown in Rule 300-10-1-.08 or a substantially similar subcontractor affidavit, and maintain records of such attestation for inspection by the City at any time. Such subcontractor affidavit shall become a part of any contractor/subcontractor agreement.

Exhibit H: Certificate of Existence with Georgia Secretary of State

Exhibit I: List of Similar Projects

List of Similar Projects:

1. Project Name: _________________________________________________ Project Location: __________________________________________________ Project Owner: ___________________________________________________ Owner Contact (Name and Phone): ___________________________________ Project Contract Amount: ___________________________________________ Description of Project: ______________________________________________

2. Project Name: _________________________________________________ Project Location: __________________________________________________ Project Owner: ___________________________________________________ Owner Contact (Name and Phone): ___________________________________ Project Contract Amount: ___________________________________________ Description of Project: ______________________________________________

3. Project Name: _________________________________________________ Project Location: __________________________________________________ Project Owner: ___________________________________________________ Owner Contact (Name and Phone): ___________________________________ Project Contract Amount: ___________________________________________ Description of Project: ______________________________________________

8. WHEN REMOVED, EXISTING EQUIPMENT SHALL BE DISPOSED OF.

DOUGLASVILLE CITY ENGINEER PRIOR TO FINAL ACCEPTANCE.

COUNTYT TRAFFIC OPERATIONS DIVISION MANAGER AND

7. INSTALLATION IS TO BE CHECKED AND ACCEPTED BY THE DOUGLAS

BY THE ENGINEER.

INTERCONNECT CABLE TO THE POLES UNLESS OTHERWISE DIRECTED

EXISTING UTILITY TIMBER POLES WHEN ATTACHING SPAN WIRE OR

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

CAUSE ANY PART OF THE SIGNAL OPERATION TO BE INOPERABLE.

OF NEW SIGNAL EQUIPMENT. AT NO TIME SHALL THE CONTRACTOR

THE PROJECT DURING THE INTERIM PERIOD THROUGH INSTALLATION

INCLUDING TEMPORARY SUPPORT POLE LOCATION(S) REQUIRED BY

FOR ALL TRAFFIC SIGNAL AND/OR CONTROL SYSTEM ADJUSTMENTS,

5. THE CONTRACTOR SHALL BE RESPONSIBLE

OFFICE OF UTILITIES FOR ALL "MAKE READY" WORK.

ON THE PLANS. THE CONTRACTOR SHALL COORDINATE WITH THE

PLACEMENT OF THE SIGNAL HEADS SHALL BE RETAINED AS SHOWN

CLEARANCES FROM EDGE OF PAVEMENT SHALL BE MAINTAINED.

ACCEPTABLE TO AVOID UNDERGROUND UTILITIES. MINIMUM

MAXIMUM OF 5 FEET), IN LOCATION OF NEW SIGNAL POLES, ARE

AT THE DISCRETION OF THE ENGINEER, MINOR SHIFTS, (UP TO A

VICINITY OF NEW TRAFFIC SIGNAL POLES PRIOR TO ORDERING.

4. THE CONTRACTOR SHALL LOCATE UNDERGROUND UTILITIES IN

TO THE CONTROL CABINET.

THE DETAIL SHEET, DETECTORS SHALL HAVE SEPARATE LEAD-INS

3. SHIELDED CABLE WILL BE USED FOR DETECTOR RUNS AS SHOWN ON

MEASURED HORIZONTALLY BETWEEN CENTERS OF SIGNAL FACES.

HEADS TO TOP OF ROAD SURFACE AND A MINIMUM OF 8 FEET

BUT NO MORE THAN 19 FEET CLEARANCE FROM BOTTOM OF SIGNAL

2. SIGNAL HEADS SHALL BE ERECTED TO PROVIDE AT LEAST 17 FEET

DEVICES, CURRENT EDITION.

APPROPRIATE PARTS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL

1. THE COMPLETE SIGNAL INSTALLATION SHALL CONFORM TO ALL

SHALL COMPLY WITH THE CURRENT GDOT SPECIFICATIONS.

ON THE PLANS, AT NO ADDITIONAL COST TO THE DEPARTMENT. RE-INSTALLATION

18. THE CONTRACTOR SHALL RELOCATE ANY EXISTING EQUIPMENT NOT NOTED

REPLACED SHALL BE PAID FOR IN THE TRAFFIC CONTROL LUMP SUM ITEM.

17. ALL TRAFFIC MARKING, SYMBOLS OR STRIPING TO BE REMOVED AND/OR

SHALL BE MADE TO THE CONTRACTOR FOR EROSION CONTROL.

BE INCLUDED IN THE OVERALL BID PRICE. NO ADDITIONAL PAYMENTS

AND GUIDELINES. THE COST SHALL BE CONSIDERED INCIDENTAL AND

MEASURES TO ENSURE COMPLIANCE TO ALL STATE AND FEDERAL LAWS

16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EROSION CONTROL

REMOVED, DAMAGED OR DESTROYED, DUE TO CONTRACTOR'S ACTIVITY.

LINES, STORM DRAIN PIPES, MASONRY WALLS AND PAVING THAT IS

SIGNS, GUARDRAILS, LANDSCAPING, GRASSINGS, UTILITY SERVICE

DITCH PAVING, CURBING, SIDEWALK, GUTTER, SLOPE PAVEMENT,

SEPARATE EXPENSE TO THE COUNTY, ANY BARRIER WALL, FENCE,

15. THE CONTRACTOR SHALL REPLACE IN KIND AND SIZE, AT NO

RAMPS SHALL BE INCLUDED IN THE SIDEWALK PAY ITEM.

14. SAWCUTS AND REMOVAL OF ALL CONCRETE ASSOCIATED WITH CURB CUT

FROM EXISTING UTILITIES.

PROVIDE REQUIRED SIGNAL HEAD MOUNTING HEIGHTS AND CLEARANCE

ATTACHMENT HEIGHTS SHALL BE FIELD DETERMINED BY INSTALLER TO

PROVIDED AS GENERAL GUIDELINES TO INSTALLER, ACTUAL

13. PROPOSED SIGNAL SUPPORT WIRE ATTACHMENT HEIGHTS ON POLES ARE

WITH CURRENT GDOT STANDARDS.

ARE NOT REMOVED OR RELOCATED SHALL BE REPLACED IN ACCORDANCE

12. ALL EXISTING STOP BARS, WORDS, ARROWS AND CROSSWALKS THAT

REQUIRED BY THE CONTRACTOR, NOTED PRIOR TO FINAL ACCEPTANCE.

DEMONSTRATION OF NETWORK CAPABILITIES ON COUNTY NETWORK IS

BY DOUGLAS COUNTY, OR VIA FIBER, PER THE GDOT STANDARDS.

ETHERNET NETWORKS FROM EXISTING CELLULAR MODEMS, PROVIDED

11. THE INSTALLATIONS SHALL BE CAPABLE OF MONITORING OVER

PROCEDURES OUTLINED IN THE GDOT SPECIFICATION.

SIGNAL INSTALLATION WORK. THE CONTRACTOR SHALL FOLLOW

10. MATERIAL CERTIFICATION IS REQUIRED PRIOR TO BEGINNING ANY

STRAIN POLE AND MAST ARM POLE FOUNDATION SHEET.

9. FOR STRAIN POLE FOUNDATION SIZE AND REINFORCEMENT, SEE

GENERAL NOTES - TRAFFIC SIGNALS

RESPONSIBILITY OF THE CONTRACTOR.

OF THE LOOPS DAMAGED DURING CONSTRUCTION SHALL BE THE

WITH COUNTY APPROVAL. ALL COSTS ASSOCIATED WITH THE REPLACEMENT

VIDEO, MAY TEMPORARILY BE USED (WITHIN THE SAME TIME FRAMES),

IF NOT FEASIBLE, OTHER FORMS OF DETECTION, SUCH AS RADAR OR

LOW 28 DAYS 28 DAYS 28 DAYS

MEDIUM 14 DAYS 14 DAYS 28 DAYS

CRITICAL / HIGH 5 DAYS 5 DAYS 28 DAYS

RATING DETECTION DETECTION DETECTION

PRIORITIZATION LEFT-TURN STREET PRESENCE SET-BACK

STATE ROUTE MAINLINE / SIDE-

FOLLOWING ROUTE PRIORITIZATION RATING:

OPERATION WITHIN THE FOLLOWING TIME FRAMES, BASED ON THE

MAINTENANCE PROJECT SHALL BE REPLACED AND RETURNED TO FULL

OR DESTROYED AS PART OF A CONSTRUCTION, REHABILITATION, OR

THE DURATION OF THE PROJECT. EXISTING LOOPS THAT ARE REMOVED

21. THE CONTRACTOR SHALL MAINTAIN EXISTING DETECTION THROUGHOUT

THE CITY OF DOUGLASVILLE.

THE CONTRACTOR WILL COMPLETE A TRANSFER OF UTILITY COST TO

OPERATION, FOR 30 DAYS. UPON COMPLETION OF THE TEST PERIOD,

HAS SATISFACTORILY COMPLETED A TEST PERIOD OF UNINTERRUPTED

SUPPORT DEVICES, UNTIL THE NEW TRAFFIC SIGNAL INSTALLATION

COMMUNICATION SERVICE TO THE TRAFFIC SIGNAL INSTALLATION AND

20. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL MONTHLY POWER AND

RESPECTIVE UTILITY REQUIRES PAYMENT FOR INSTALLATION.

THEIR BID PRICE, FOR THAT TRAFFIC SIGNAL INSTALLATION IF THE

THE RESPONSIBLITY OF THE CONTRACTOR TO INCLUDE AS PART OF

TRANSFORMER IS REQUIRED FOR TRAFFIC SIGNAL EQUIPMENT, IT IS

SYSTEMS AND/OR CCTV CAMERAS ON THIS PROJECT. IF A UTILITY

COMMUNICATIONS SERVICES FOR TRAFFIC SIGNAL, VIDEO DETECTION

WITH MODIFYING EXISTING AND ESTABLISHING NEW POWER AND

19. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL FEES ASSOCIATED

27-0000

PROPOSED TRAFFIC SIGNAL

BRIGHT STAR ROAD @ BRIGHT STAR CONNECTOR

SIGNAL PLANS

0015145

- NO SCALE -

TRAFFIC OPERATIONS

OFFICE OF

REVISION DATES

12/17/2025

DanielJean

GPLOT-ORD

gplotborder-ORD-PO.tbl

0000000_27-0002_GENERAL NOTES.dgn

3:26:47 PM

GPLN10/23/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

SIGNAL HEAD

PROPOSED

SIGNAL HEAD

EXISTING

SIGNAL HEAD

RELOCATED

SIGNAL HEAD

PEDESTRIAN

(CLUSTER) SIGNAL HEAD

PROPOSED 5-SECTION

SIGNAL HEAD

PROPOSED 4-SECTION

SIGNAL LEGEND DETECTION LEGEND

PROPOSED MAGNETOMETER PROPOSED RADAR

PROPOSED VIRTUAL DETECTION ZONE

PROPOSED INDUCTIVE LOOP

PROPOSED VIDEO DETECTION CAMERA

RETROREFLECTIVE TAPE ON BACKPLATES

LED SIGNAL HEADS W/

BRIGHT STAR ROAD @ BRIGHT STAR CONNECTOR

TRAFFIC SIGNAL PLAN

DOUGLAS COUNTY

PHASING DIAGRAM

01/ 02/ 03/ 04/

05/ 06/ 07/ 08/

W W

W W

W

W

W

W

OMITOMITOMIT

BrightStarConn

BrightStarConn

12"

12"

12"

12"

12"

12"

12"

12"

BrightStarRd

SIGNAL PLANS

R

G

Y Y

R

G

G

Y

GPLN

30 120

SCALE IN FEET

0 60 27-0002

0015145

REVISION DATES

2/26/2026

DanielJean

GPLOT-ORD

SG002_Bright_Star_Sheet.dgn

11:28:23 AM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

DATE SUBMITTED: 2/26/2026

Marietta, GA 30060 27 N Fairground St. NE www.lumin8.com

Phone: 678.423.0050

OVERHEAD STREET NAME SIGNS

2,3,4,6

P2,P3,P4,P6

D3-1(1)

D3-1(3)

D3-1(2)

REGULATORY SIGNS

24" X 30"

R560-5 30" X 36"

R12-5A

W3-3

36" X 36"

POST-MOUNTED SIGNS

D3-1(1)

84" X 18"

D3-1(3)

120" X 18"

D3-1(2)

120" X 18"

- PULL BOX (1), TP 2

- SINGLE PUSH BUTTON STATION AND SIGN, R10-3E

- SINGLE PED HEAD CONFIGURATION, P3

- PEDESTRIAN POLE

INSTALL:

- CONDUIT, TP2 (2) 2" (20 GLF)

- TRENCH,(10LF)

- PULL BOX (1), TP 2

- SINGLE PUSH BUTTON STATION AND SIGN, R10-3E

- SINGLE PED HEAD CONFIGURATION, P2

- PEDESTRIAN POLE

INSTALL:

UTILITY POLE

EXISTING

R560-5

INSTALL

TO BE REMOVED

R1-2

EXIST.

FROM PROPOSED STOP BAR

@ 350' UPSTREAM

W3-3

INSTALL

R560-5

INSTALL R560-5

R560-5

INSTALL

FROM PROPOSED STOP BAR

@ 350' UPSTREAM

W3-3

INSTALL

FROM PROPOSED STOP BAR

@ 350' UPSTREAM

W3-3

INSTALL

R560-5

INSTALL

- CONDUIT, NM, TP 2, 2-1"

- DIRECTIONAL BORE 5", 10 LF

- DUAL PUSH BUTTON STATION AND SIGNS, R10-3E

- DUAL PED HEAD CONFIGURATION, P4 & P6

- PEDESTRIAN POLE

INSTALL:

- CONDUIT, GRS,2", (1), (100 GLF)

- CONDUIT, TP 3, (3) 2" (300 GLF)

- DIRECTIONAL BORE 9", 100 LF

INSTALL:

- CONDUIT, GRS, 2", (1)

- CONDUIT, NM, TP 2, 2-1"

- CONDUIT, NM, TP 2, 3-2"

-TREMCH, 10 LF

- PULLBOX (1),TP3

- POWER SERVICE DISCONNECT

- 10' LUMINAIRE W/ LUMINAIRE (2 EA)

- W/55'AND 65' MAST ARMS

- TP IV STEEL STRAIN POLE,

INSTALL:

- CONDUIT,TP 3,(3) 2"(390 GLF)

- DIRECTIONAL BORE 7",130 LF

INSTALL:

- CONDUIT, GRS, 2" (1), (100 GLF)

- CONDUIT, TP 3, (2) 2" (200 GLF)

- DIRECTIONAL BORE 6", 100 LF

INSTALL:

- CONDUIT, NM, TP 2, 2-1"

- CONDUIT, NM, TP 2, 3-2"

- POWER SERVICE DISCONNECT

- 10' LUMINAIRE W/ LUMINAIRE (1 EA)

- W/55'AND 65' MAST ARMS

- TP IV STEEL STRAIN POLE,

INSTALL:

- PULLBOX, TP 3

- POWER SERVICE DISCONNECT

- WIRELESS COMMUNICATION MODEM

CABLES, & PROCESSORS (ETHERNET CAPABLE) CONECTION CARD

- INTERSECTION VIDEO DETECTION SYSTEM, CAMERAS (4 EA),

- MODEL SAFETRAN COBALT RACK MOUNT CONTROLLER

- MODEL HYBRID 332 CABINET & BASE W/ BATTERY BACKUP SYSTEM

INSTALL:

VDS 2

VDS 4

- CONDUIT, NM, TP 2, 2-1"

- TRENCH, 5 LF

- DUAL PUSH BUTTON STATION AND SIGNS, R10-3E

- DUAL PED HEAD CONFIGURATION, P4 & P2

- PEDESTRIAN POLE

INSTALL:

VDS 1

- CONDUIT, TP2 (2) 2" (30 GLF)

- DIRECTIONAL BORE, 5" (15 LF)

- PULL BOX (1), TP 2

- SINGLE PUSH BUTTON STATION AND SIGN, R10-3E

- SINGLE PED HEAD CONFIGURATION, P6

- PEDESTRIAN POLE

INSTALL:

TO CROSS

PUSH BUTTON

START CROSSING

DON'T START

FINISH CROSSING

IF STARTEDFLASHING

STEADY

VEHICLES

WATCH FOR

DON'T CROSS

R10-3E(L)

TO CROSS

PUSH BUTTON

START CROSSING

STEADY

VEHICLES

WATCH FOR

DON'T CROSS

R10-3E(R)

TIMER

TO FINISH CROSSING

DON'T START

FINISH CROSSING

IF STARTEDFLASHING

TIMER

TO FINISH CROSSING

TIME REMAINING TIME REMAINING0808

9" X 15"9" X 15"

PUSHBUTTON SIGNS

PEDESTRIAN

- CONDUIT, TP2 (2) 2" (20 GLF)

- TRENCH, (10LF)

- PULL BOX (1), TP 3

- SINGLE PUSH BUTTON STATION AND SIGN, R10-3E

- SINGLE PED HEAD CONFIGURATION, P3

- PEDESTRIAN POLE

INSTALL:

FOR POWER FROM UTILITY POLE TO 4' PEDESTAL

- CONDUIT, GRS, 2" (10 LF)

- TRENCH,(10 LF)

- PULLBOX (1), TP 2

- PEDESTAL POLE, 4' (FOR POWER METER)

INSTALL:

- CONDUIT, TP 2, (1) 2" (125 GLF)

FOR POWER SERVICE TO CABINET

- CONDUIT, GRS, 2" (125 GLF)

- DIRECTIONAL BORE 5", 125 LF

INSTALL:

- CONDUIT, GRS, 2" (1), (30 GLF)

- CONDUIT, TP2 (2) 2" (60 GLF)

- TRENCH,(30 LF)

INSTALL:

VDS 3

D3-1(1)

(PER GDOT DETAIL A-3)

WITH RED TRUNCATED DOMES

ADA RAMP TYPE B

RED TRUNCATED DOMES AS DETECTABLE WARNING SURFACES.

- ALL ADA RAMPS SHALL BE TYPE B AND SHALL HAVE

- THE UPS BATTERY BACKUP SYSTEM SHALL BE MULTILINK.

- ALL VIDEO DETECTION CAMERAS SHALL BE ITERIS.

SHALL BE IN COLOR BLACK.

- ALL SIGNAL MAST-ARM (ARMS & POLES), PED POLES, PED HEADS, AND PED BUTTON BRACKETS

NOTE:

R12-5A

3A,4A1

6P

6P

2P

4P

3P

3P

3A

4A

2P

4P

EXIST R/W

EXIST R/W

R

IP

RA

P

T

YP

E

PR

O

P

GD

O T

H

Y D

W M

B F

P

BB

L

(40 MPH) L1

BRIGHT STAR ROAD

L2

L

B R

IG

H

T S

T A

R C

O N

N E

C T

O R

BRIGHT STAR ROAD

(40 MPH)

(4 M

P H

L6

REQUIRED R/W

EXISTING R/W

EXISTING R/W

REQUIRED R/W

EXISTING R/W

EXISTING R/W

REQUIRED R/W

EXISTING R/W

FUTURE R/W

H

Y D

W M

B F

P

F H

F H

W V

W V

PROP R/W

PROP R/W

EXIST R/W

EXIST R/W

R

IP

RA

P

T

YP

E

PR

O

P

GD

O T

OVERHEAD STREET NAME SIGN PANEL DETAILS

WITH WHITE REFLECTORIZED LEGENDS, BORDERS AND ARROWS.

3. SIGNS SHALL HAVE STANDARD REFLECTORIZED INTERSTATE GREEN BACKGROUND

2. EACH SIGN SHALL BE MADE OF ONE CONTINUOUS PIECE OF ALUMINUM.

1. EACH SIGN SHALL CONTAIN A MINIMUM OF TWO (2) HANGERS OR BRACKETS.

OVERHEAD STREET NAME SIGN GENERAL NOTES:

27-0002A

TRAFFIC SIGNAL PLANS

OVERHEAD SIGN DETAILS

BRIGHT STAR ROAD @ BRIGHT STAR CONNECTOR

DOUGLAS COUNTY

STREET NAME SIGN (D3-1) PANEL #3

BrightStarRd

3 34 4 23 4 13 3

STREET NAME SIGN (D3-1) PANEL #1

STREET NAME SIGN (D3-1) PANEL #2

D3-1(1)

D3-1(3)

18 X 84

18 X 120

21.00

51.00

15.001

CODE SQUARE FEET

SIGNS - TYPE 2 MAT'L, REFL SHEETING TYPE 11

QUANTITYSIZE (INCHES)

SUMMARY OF QUANTITIES FOR OVERHEAD STREET NAME SIGN SHEETING

LOCATION:

TOTAL

WB & EB

NB

SB D3-1(2) 18 X 120 1 15.00

StarBright Conn

4 14

5 34 4 24 4 27 4

4 3

- NO SCALE -

ConnBrightStar

4 34 5 24 4 27

4 14 4

3 4

0015145

REVISION DATES

12/27/2025

DanielJean

GPLOT-ORD

0000000_27-0003_OVERHEAD SIGN DETAILS.dgn

12:21:09 PM

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

P.I. No.

DATE SUBMITTED: 12/27/2025

Marietta, GA 30060 27 N Fairground St. NE www.lumin8.com

Phone: 678.423.0050

02-26-2026

UNIT QUANTITY

A. CONTROLLER UNIT, MODEL SAFETRAN COBALT "MODEL C" - RACK MOUNT EA 1

F. SWITCH PACK (Load Switch) EA 13

G. DC ISOLATOR EA 2

H. VIDEO DETECTOR, 2 CHANNEL EA 10

L. 2010 SIGNAL MONITOR, TYPE A (Ethernet) EA 1

BATTERY BACKUP SYSTEM (BBS) - EXTERNAL MOUNTED, CABINET (PER GDOT SPEC) MULTILINK EA 1

MODEL 332 "HYBRID CABINET" w/ PREFABRICATED CONTROLLER CABINET BASE & BBS EXTENSION EA 1

PED LEAD-IN WIRE (SHIELDED, TWISTED/1000 FT): REEL 3

No. 18 AWG, 3-PAIR, PER. GDOT SPEC.

SIGNAL CABLE (STRANDED/1000 FT): REEL 3

No. 14 AWG, 7-CONDUCTOR, PER. GDOT SPEC.

ONE WAY, 3-SECTION, 12 IN LED SIGNAL HEAD, PLATIC, w/ INCANDESCENT MODULES (YELLOW HOUSING W/ BLACK FRONT) EA 4

ONE WAY, 4-SECTION, 12 IN LED SIGNAL HEAD (T-SHAPED), PLATIC, w/ INCANDESCENT MODULES (YELLOW HOUSING W/ BLACK FRONT) EA 3

BACK PLATE FOR ONE-WAY, 3-SECTION, 12 IN SIGNAL HEAD, ABS PLASTIC, BLACK w/ 2 IN TP IX RETROREFLECTIVE STRIP EA 6

BACK PLATE FOR ONE-WAY, 4-SECTION (T-SHAPED), 12 IN SIGNAL HEAD, ABS PLASTIC, BLACK w/ 2 IN TP IX RETROREFLECTIVE STRIP EA 3

HARDWARE FOR MAST ARM MOUNTING EA 7

1-SECTION, 16" x18" LED COUNTDOWN PEDESTRIAN SIGNAL HEAD, FULL HAND/MAN OVERLAP EA 8

9" HIGH Numbers & 12" HIGH Symbols

PEDESTRIAN PUSH BUTTON STATION, ONE-WAY BRACKET ASSEMBLY: EA 4

9" x 15", w/ Single Push Button Station Adapter for 4" Dia Pedestrian Pole, Adjustable

PEDESTRIAN PUSH BUTTON STATION, TWO-WAY BRACKET ASSEMBLY: EA 2

9" x 15", w/ Double Push Button Station Adapter for 4" Dia Pedestrian Pole, Adjustable

PEDESTRIAN PUSH BUTTON & ADA COMPLIANT SIGN: EA 8

9" x 15", R10-3e, (L)eft or (R)ight Countdown & Bulldog Type Push Buttons EA 8

HARDWARE FOR PEDESTAL POLE, TOP POST MOUNTING, ONE-WAY BRACKET ASSEMBLY EA 4

HARDWARE FOR PEDESTAL POLE, TOP POST MOUNTING, TWO-WAY BRACKET ASSEMBLY EA 2

PEDESTAL POLE 10' & BASE EA 6

PEDESTAL POLE 4' & BASE (FOR UTILITY POWER) EA 1

PULLBOX, TP 2 EA 3

PULLBOX, TP 3 EA 4

IP ADDRESSABLE VIDEO CAMERA DETECTION EA 4

CONDUIT, NONMETAL, TP 2, 1 IN LF 445

CONDUIT, NONMETAL, TP 2, 2 IN LF 1245

RIGID RISER W/ WEATHERHEAD, 2 IN (30 FT) EA 2

R3-4 SIGN EA 1

36" x 36", "No U-Turn" Sign w/ Span Wire Mounting Bracket

R560-5 SIGN EA 5

R12-5A SIGN EA 1

30" x 36", "Left Turn Yield On Flashing Yellow w/ Mast-arm Mounting Bracket

ADVANCE SIGNAL HEAD (W3-3) SIGN EA 4

ITEM NO. ADDITIONAL PAY ITEMS & DECRIPTION UNIT QUANTITY

636-1033 HIGHWAY SIGNS, TP 2 MATL, REFL SHEETING, TP 11 SF 51

639-3004 STEEL STRAIN POLE, TP IV w/ 55 FT & 65 FT MAST ARMS w/ 10' LUMINAIRE ARM EA 2

647-1000 TRAFFIC SIGNAL INSTALLATION NO. 1 LS 1

680-5260 LUMINAIRE BRACKET ARM, 10 FT ARM EA 3

680-6130 LUMINAIRE, TP 3, 40 W, LED EA 3

682-6110 CONDUIT, RIGID, 2 IN (FOR POWER SERVICE) LF 40

939-5010 ELECTRICAL POWER SERVICE ASSEMBLY (AERIAL SERVICE POINT) EA 1

682-9950 DIRECTIONAL BORE, 5 IN LF 150

682-9950 DIRECTIONAL BORE, 7 IN LF 230

DIRECTIONAL BORE, 9 IN LF 100

682-9950 TRENCH LF 70

WIRE

TRAFFIC SIGNAL CABINET ASSEMBLIES, PER GDOT SPEC.

LIST OF MATERIALS PAID FOR AS PART OF 647-1000 LUMP SUM PAY ITEM

PULLBOXES

CONDUIT

REGULATORY SIGNS

MISCELLANEOUS

VEHICLE DETECTION

SIGNAL HEADS

PEDESTRIAN SIGNALS

FOR INFORMATION PURPOSES ONLY (REVISED 10/22/13)

TRAFFIC SIGNAL INSTALLATION

LOCATION: DUGLAS COUNTY - BRIGHT STAR RD @ BRIGHT STAR CONNECTOR

LIST OF MATERIALS

PROJECT NUMBER: 25-20-2165

Bright_Star_Rd @ Bright_Star_Connector_SGL_Plans