Appendix_A_FDOT_Permit_.pdf

PJ Adams Parkway at SR 85 Dual Eastbound Right Turn Lanes

APPENDIX A

FDOT PERMIT NO. 2024-A-390-00065

STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION

DRIVEWAY CONNECTION PERMIT

FOR ALL CATEGORIES

Access Classification:

See following pages for General and Special Provisions

PART 1: PERMIT INFORMATION

APPLICATION NUMBER:

Permit Category:

Project:

Permittee:

Section/Mile Post: State Road:

Section/Mile Post: State Road:

PART 2: PERMITTEE INFORMATION

Permittee Name:

Permittee Mailing Address:

City, State, Zip:

Telephone:

Engineer/Consultant/or Project Manager:

Engineer responsible for construction inspection:

NAME P.E. #

Mailing Address:

City, State, Zip:

Telephone:

PART 3: PERMIT APPROVAL

The above application has been reviewed and is hereby approved subject to all Provisions as attached.

Permit Number:

Department of Transportation

Title:

Special provisions attached

Date of Issuance:

Signature:

Department Representative's Printed Name

Temporary Permit (If temporary, this permit is only valid for 6 months)

If this is a normal (non-temporary) permit it authorizes construction for one year from the date of issuance. This can only be extended by the Department as specified in 14-96.007(6).

SYSTEMS PLANNING - 06/06

850-040-18

NOYES

NOYES

Rule 14-96, F.A.C.

FAX, Mobile Phone, etc.

2024-A-390-00065

RYAN MCGHEE

Ryan McGhee

Okaloosa County PJ Adams intersection improvements.

85398

OPERATIONS PROGRAM ENGINEER

25 W. Cedar Street, Suite 200

2024-A-390-00065

RYAN MCGHEE

Dawne Mckee

Pensacola, Florida 32501

Ryan McGhee

8557050000 / 14.724 to 14.762

Pensacola, Florida 32502

(850) 429-8901 ext. ______

25 West Cedar Street, Suite 200

1/2/2025

J - Government Entity

(850) 429-8901 ext. ______

Fax: / Mobile:

Dawne Mckee

Approved 2024-A-390-00065

Dawne Mckee 1/2/2025

PART 4: GENERAL PROVISIONS

1. Notify the Department of Transportation Maintenance Office at least 48 hours in advance of starting proposed work.

Phone: , Attention:

2. A copy of the approved permit must be displayed in a prominent location in the immediate vicinity of the connection construction.

3.

Comply with Rule 14-96.008(7), F.A.C., on Utility Notification Requirements.4.

Comply with Rule 14-96.008(1), F.A.C., Disruption of Traffic.

5. All work performed in the Department's right of way shall be done in accordance with the most current Department standards, specifications and the permit provisions.

6. The permittee shall not commence use of the connection prior to a final inspection and acceptance by the Department.

7. Comply with Rule 14-96.003(3)(a), F.A.C., Cost of Construction.

8. If a Significant Change of the permittee's land use, as defined in Section 335.182, Florida Statutes, occurs, the Permittee must contact the Department.

9. Medians may be added and median openings may be changed by the Department as part of a Construction Project or Safety Project. The provision for a median might change the operation of the connection to be for right turns only.

10. All conditions in NOTICE OF INTENT WILL APPLY unless specifically changed by the Department.

11. All approved connection(s) and turning movements are subject to the Department's continuing authority to modify such connection(s) or turning movements in order to protect safety and traffic operations on the state highway or State Highway System.

12. Transportation Control Features and Devices in the State Right of Way. Transportation control features and devices in the Department's right of way, including, but not limited to, traffic signals, medians, median openings, or any other transportation control features or devices in the state right of way, are operational and safety characteristics of the State Highway and are not means of access. The Department may install, remove or modify any present or future transportation control feature or device in the state right of way to make changes to promote safety in the right of way or efficient traffic operations on the highway.

13. The Permittee for him/herself, his/her heirs, his/her assigns and successors in interest, binds and is bound and obligated to save and hold the State of Florida, and the Department, its agents and employees harmless from any and all damages, claims, expense, or injuries arising out of any act, neglect, or omission by the applicant, his/her heirs, assigns and successors in interest that may occur by reason of this facility design, construction, maintenance, or continuing existence of the connection facility,except that the applicant shall not be liable under this provision for damages arising from the sole negligence of the Department.

14. The Permittee shall be responsible for determining and notify all other users of the right of way.

15. Starting work on the State Right of Way means that I am accepting all conditions on the Permit.

SYSTEMS PLANNING - 06/06

850-040-18

Rule 14-96, F.A.C.

8508365718 Dawne Mckee

Approved 2024-A-390-00065

NOYES

OTHER SPECIAL PROVISIONS:

PART 5: SPECIAL PROVISIONS

NON-CONFORMING CONNECTIONS:

If this is a non-conforming connection permit, as defined in Rule Chapters 14-96 and 14-97, then the following shall be a part of this permit.

1. The non-conforming connection(s) described in this permit is (are) not permitted for traffic volumes exceeding the Permit Category on page 1 of this permit, or as specified in "Other Special Provisions" below.

2. All non-conforming connections will be subject to closure or relocation when reasonable access becomes available in the future.

PART 6: APPEAL PROCEDURES

You may petition for an administrative hearing pursuant to sections 120.569 and 120.57, Florida Statutes. If you dispute the facts stated in the foregoing Notice of Intended Department Action (hereinafter Notice), you may petition for a formal administrative hearing pursuant to section 120.57 (1), Florida Statutes. If you agree with the facts stated in the Notice, you may petition for an informal administrative hearing pursuant to section 120.57(2), Florida Statutes. You must file the petition with:

Clerk of Agency Proceedings Department of Transportation Haydon Burns Building 605 Suwannee Street, M.S. 58 Tallahassee, Florida 32399-0458

1.

The petition for an administrative hearing must conform to the requirements of Rule 28-106.201(2) or Rule 28-106.301(2), Florida Administrative Code, and be filed with the Clerk of Agency Proceedings by 5:00 p.m. no later than 21 days after you received the Notice. The petition must include a copy of the Notice, be legible, on 8 1/2 by 11 inch white paper, and contain:

2.

3.

4.

5.

6.

If there are disputed issues of material fact a formal hearing will be held, where you may present evidence and argument on all issues involved and conduct cross-examination. If there are no disputed issues of material fact an informal hearing will be held, where you may present evidence or a written statement for consideration by the Department.

Mediation, pursuant to section 120.573, Florida Statutes, may be available if agreed to by all parties, and on such terms as may be agreed upon by all parties. The right to an adminstrative hearing is not affected when mediation does not result in a settlement.

Your petition for an administrative hearing shall be dismissed if it is not in substantial compliance with the above requirements of Rule 28-106.201(2) or Rule 28-106.301(2), Florida Administrative Code. If you fail to timely file your petition in accordance with the above requirements, you will have waived your right to have the intended action reviewed pursuant to chapter 120, Florida Statutes, and the action set forth in the Notice shall be conclusive and final.

Your name, address, telephone number, any Department of Transportation identifying number on the Notice, if known, the name and identification number of each agency affected, if known, and the name, address, and telephone number of your representative, if any, which shall be the address for service purposes during the course of the proceeding.

An explanation of how your substantial interests will be affected by the action described in the Notice;

A statement of when and how you received the Notice;

A statement of all disputed issues of material fact. If there are none, you must so indicate;

A concise statement of the ultimate facts alleged, including the specific facts you contend warrant reversal or modification of the agency's proposed action, as well as an explanation of how the alleged facts relate to the specific rules and statutes you contend require reversal or modification of the agency's proposed action;

A statement of the relief sought, stating precisely the desired action you wish the agency to take in respect to the agency's proposed action.

SYSTEMS PLANNING - 06/06

850-040-18

Rule 14-96, F.A.C.

Special provisions attached.

Approved 2024-A-390-00065

Approved 2024-A-390-00065

The CEI team for the active FDOT project T3752 on SR85 would just ask that all work near the intersection be coordinated with us prior to construction. Per our Contract we have already resurfaced the mainline on SR85 and our construction limits included the radius at PJ Adams, however we can easily delete that from our Project.

Work located inside an active FDOT Roadway project. All work must be coordinated with FDOT Project Managers. Provide a minimum 48-hour prior notice of work starting to FDOT Permits Manager AND Roadway Project Manager.

All lane closures and shoulder closures must be pre-approved to allow time for Public Information Office to send out notifications. Contact Jason Jones at jason.jones@dot.state.fl.us , and copy in jace.albury@dot.state.fl.us, melinda.clumfoot@dot.state.fl.us, and allie.alford@dot.state.fl.us on all emails.

Approved 2024-A-390-00065

Dawne Mckee 1/2/2025 mailto:jason.jones@dot.state.fl.us mailto:jace.albury@dot.state.fl.us mailto:melinda.clumfoot@dot.state.fl.us mailto:allie.alford@dot.state.fl.us

Threads:

Submittal Report

Description:

429675-3 PLANS

CONSULTANT

THIRD

Financial Project: Submittal Type:

Submittal Phase: Submittal Staff Type:

Received Date: 6/28/2024 Response Due Date: 8/9/2024

Grace Period: 0 District:

Status: OPEN

Create User Id: PL330TB

Create Date: 6/28/2024

Last Update User Id: PL330TB

Last Update: 6/28/2024

REVISED

100% Plans Update: R/W TRIP with CST TRIP funded in FY 25 PJ Adams Parkway @ SR 85 dual EB RTL's.

Name Assignment Due Date Status Comments

Alicia Brininger REVIEWER 7/19/2024 ACTIVE 0

Name Assignment Due Date Status Comments

Alvin Walker LEAD REVIEWER 7/19/2024 ACTIVE 0

Name Assignment Due Date Status Comments

Amanda Marshall REVIEWER 7/19/2024 ACTIVE 0

Name Assignment Due Date Status Comments

Amy DiRusso LEAD REVIEWER 7/19/2024 ACTIVE 0

Name Assignment Due Date Status Comments

April Williams LEAD REVIEWER 7/19/2024 ACTIVE 0

Name Assignment Due Date Status Comments

Barbie Pettis LEAD REVIEWER 7/19/2024 ACTIVE 0

Name Assignment Due Date Status Comments

Benjamin Smith LEAD REVIEWER 7/19/2024 ACTIVE 0

Name Assignment Due Date Status Comments

Bobby White REVIEWER 7/19/2024 ACTIVE 0*

Name Assignment Due Date Status Comments

Brian Pettis LEAD REVIEWER 7/19/2024 ACTIVE 0

Name Assignment Due Date Status Comments

Chad Williams LEAD REVIEWER 7/19/2024 ACTIVE 0

Name Assignment Due Date Status Comments

David Carbajal LEAD REVIEWER 7/19/2024 ACTIVE 0

Name Assignment Due Date Status Comments

David L. Matthews REVIEWER 7/19/2024 ACTIVE 0

Name Assignment Due Date Status Comments

David Pritchard LEAD REVIEWER 7/19/2024 ACTIVE 0

Name Assignment Due Date Status Comments

Approved 2024-A-390-00065

David Roark LEAD REVIEWER 7/19/2024 ACTIVE 0

Name Assignment Due Date Status Comments

Dennis Thomason LEAD REVIEWER 7/19/2024 ACTIVE 0

Name Assignment Due Date Status Comments

ERIC BENSON LEAD REVIEWER 7/19/2024 ACTIVE 0*

Name Assignment Due Date Status Comments

Eric Bush LEAD REVIEWER 7/19/2024 ACTIVE 0

Name Assignment Due Date Status Comments

Eric Wadsworth LEAD REVIEWER 7/19/2024 ACTIVE 0

Name Assignment Due Date Status Comments

Geoff Hynes LEAD REVIEWER 7/19/2024 ACTIVE 0

Name Assignment Due Date Status Comments

Grant Miles REVIEWER 7/19/2024 ACTIVE 0

Name Assignment Due Date Status Comments

Greer Waddell LEAD REVIEWER 7/19/2024 ACTIVE 0

Name Assignment Due Date Status Comments

Hardy Smith REVIEWER 7/19/2024 ACTIVE 0*

Name Assignment Due Date Status Comments

Heath Riley LEAD REVIEWER 7/19/2024 ACTIVE 0

Name Assignment Due Date Status Comments

Heather Baril LEAD REVIEWER 7/19/2024 ACTIVE 0

Name Assignment Due Date Status Comments

James Barfield LEAD REVIEWER 7/19/2024 ACTIVE 0

Name Assignment Due Date Status Comments

James Smalley LEAD REVIEWER 7/19/2024 ACTIVE 0

Name Assignment Due Date Status Comments

Jared Kirkland LEAD REVIEWER 7/19/2024 ACTIVE 0

Name Assignment Due Date Status Comments

Jason Gentry LEAD REVIEWER 7/19/2024 ACTIVE 0*

Name Assignment Due Date Status Comments

Jessica Woodham LEAD REVIEWER 7/19/2024 ACTIVE 0

Name Assignment Due Date Status Comments

John W. MacDonald LEAD REVIEWER 7/19/2024 ACTIVE 0

Name Assignment Due Date Status Comments

Jonathan Webb LEAD REVIEWER 7/19/2024 ACTIVE 0*

Name Assignment Due Date Status Comments

Joseph Mixon LEAD REVIEWER 7/19/2024 ACTIVE 0

Approved 2024-A-390-00065

Joseph Spivey LEAD REVIEWER 7/19/2024 ACTIVE 2

No Status Current Holder Reference Categories

1 RESPONSE ACCEPTED S-3 SIGNING AND MARKING

Created By Created On Version Delegate For

Joseph Spivey 7/16/2024 1

There should be RPM's placed and labeled between the roadside crosshatching on the WB approach. See Standard Plan Index 706-001 Sheet 2 "RPM Placement at Roadside Crosshatching".

RYAN MCGHEE 8/7/2024 1

Agree. RPS will be added per the Standard Plans Index.

Joseph Spivey 8/7/2024 1

Response Accepted & Comment Closed

No Status Current Holder Reference Categories

2 RESPONSE ACCEPTED S-4 SIGNING AND MARKING

Created By Created On Version Delegate For

Joseph Spivey 7/16/2024 1

The 6" yellow markings that extends beyond the physical nose shown on the NB approach should be "Double Yellow with Y/Y RPM's at 10' C-C".

Need to check and adjust as needed.

RYAN MCGHEE 8/7/2024 1

Agree. The yellow markings will be revised to the double yellow with RPM’s.

Joseph Spivey 8/7/2024 1

Response Accepted & Comment Closed

Name Assignment Due Date Status Comments

Joy Swanson Pleas REVIEWER 7/19/2024 ACTIVE 0

Name Assignment Due Date Status Comments

Justin Strickland LEAD REVIEWER 7/19/2024 ACTIVE 0

Name Assignment Due Date Status Comments

Keith Hinson LEAD REVIEWER 7/19/2024 ACTIVE 0*

Name Assignment Due Date Status Comments

Keith Shores LEAD REVIEWER 7/19/2024 ACTIVE 0

Name Assignment Due Date Status Comments

Meagan Rogers REVIEWER 7/19/2024 ACTIVE 0*

Name Assignment Due Date Status Comments

Michael J. Lewis LEAD REVIEWER 7/19/2024 ACTIVE 0

Name Assignment Due Date Status Comments

MICHAEL SMITH REVIEWER 7/19/2024 ACTIVE 5

No Status Current Holder Reference Categories

4 RESPONSE ACCEPTED ROADWAY

Created By Created On Version Delegate For

MICHAEL SMITH 7/19/2024 1

PJAdamsSR85TLWidening_100%PlansResubmittal Roadway Plans Is the 2021-22 Standard Plans and Specs the correct version?

RYAN MCGHEE 8/7/2024 1

This was the current version when the project was designed but it will be updated to reflect the planned letting date.

MICHAEL SMITH 8/13/2024 1

Approved 2024-A-390-00065

Response Accepted & Comment Closed

No Status Current Holder Reference Categories

5 RESPONSE ACCEPTED ROADWAY

Created By Created On Version Delegate For

MICHAEL SMITH 7/19/2024 1

PJAdamsSR85TLWidening_100%PlansResubmittal General Matchlines are missing

RYAN MCGHEE 8/7/2024 1

Matchlines will be added.

MICHAEL SMITH 8/13/2024 1

Response Accepted & Comment Closed

No Status Current Holder Reference Categories

6 RESPONSE ACCEPTED SIGNALIZATION

Created By Created On Version Delegate For

MICHAEL SMITH 7/19/2024 1

PJAdamsSR85TLWidening_100%PlansResubmittal Signalization Plans General Notes - Missing Legend Interconnect/Communication Plan missing Service Point Details should include:

(1) Panel ratings: voltage, phases, capacity (main lugs or main circuit breaker) and short circuit current rating.

(2) Enclosure type.

(3) Neutral bus and ground bus requirements.

(4) Capacity of the circuit breakers.

(5) Circuit loads.

(6) Total and demand loads.

RYAN MCGHEE 8/8/2024 1

General Notes - Will add the legend.

Interconnect/Communication Plan - The interconnect plan was not in the original contract since this is an intersection improvement project. We will contact the Okaloosa County to confirm the existing FOC-based communication and will restore it at the intersection level. Please note, there is another project under construction connecting PJ Adams to I-10 which includes the interconnect.

This is a new electrical power service, replacing the existing with a new service from power company transformer to the new Meter with 3 service feeder conductors (L-L-N) and then from meter to Service Disconnect with 4 wires L-L-N-G go to the SD, and the with 3-wires (L-N-G) rated 240/120 V to signal cabinet. A one-line diagram will be added to the plans.

This is a new electrical power service, replacing the existing with a new service from power company transformer to the new Meter with 3 service feeder conductors (L-L-N) and then from meter to Service Disconnect with 4 wires L-L-N-G go to the SD, and the with 3-wires (L-N-G) rated 240/120 V to signal cabinet. A one-line diagram will be added to the plans.

The service disconnect will contain a panelboard and will have 100A 2-P MCB and multiple 1-P and 2-P spare BCB. A one-line diagram will be added to the plans.

A one-line diagram will be added to the plans.

A one-line diagram will be added to the plans.

MICHAEL SMITH 8/13/2024 1

Just to clarify:

You state 3-wires (L-N-G) rated 240/120 but to have both 120 and 240 Vac would require 4-wires. 3-wire can provide either 120 Vac or 240 Vac but not both.

No Status Current Holder Reference Categories

7 RESPONSE ACCEPTED SIGNALIZATION

Created By Created On Version Delegate For

MICHAEL SMITH 7/19/2024 1

PJAdamsSR85TLWidening_100%PlansResubmittal Signalization Plans, Note 40 Is AC+ and AC- accurate to define "service" conductors? Service conductors are usually L1, L2, and Neutral. Should NEC be followed for color?

RYAN MCGHEE 8/7/2024 1

A one-line diagram will be added to the plans.

MICHAEL SMITH 8/13/2024 1

Response Accepted & Comment Closed

Approved 2024-A-390-00065

No Status Current Holder Reference Categories

8 RESPONSE ACCEPTED SIGNALIZATION

Created By Created On Version Delegate For

MICHAEL SMITH 7/19/2024 1

PJAdamsSR85TLWidening_100%PlansResubmittal Signalization Plans Note 41: what cable should have the spare conductors? Signal Cable?

RYAN MCGHEE 8/7/2024 1

The conductors will be HV signal, LV for CCTV if applicable, and 1 HV as spare. We will correct the note.

MICHAEL SMITH 8/13/2024 1

Response Accepted & Comment Closed

Name Assignment Due Date Status Comments

Natalie Nelson REVIEWER 7/19/2024 ACTIVE 1

No Status Current Holder Reference Categories

3 RESPONSE ACCEPTED ENVIRONMENTAL PERMITS

Created By Created On Version Delegate For

Natalie Nelson 7/18/2024 1

It was previously anticipated this project would qualify for an FDEP General Environmental Resource Permit and a FDEP State 404 Permit.

Wetland impacts do not appear to have changed since the Phase II review (0.097 acre of wetland impacts and 0.033 acre of other surface water impacts). Is this information correct? Have the permits been issued? Are the impacts permanent impacts? Are there any temporary impacts?

Do the design changes require updating the permit applications or qualify the project for additional permits?

RYAN MCGHEE 8/7/2024 1

The information is correct, and the FDEP permits were issued (State 404 General Permit 0407699-002-SFG and FDEP ERP 0407699-001-EI both issued 5/5/2022). The impacts are permanent, and no temporary impacts were permitted or anticipated. There have been no design changes that require updates or additional permits.

Natalie Nelson 8/7/2024 1

Response Accepted & Comment Closed

Name Assignment Due Date Status Comments

PAM MOORE LEAD REVIEWER 7/19/2024 ACTIVE 2

No Status Current Holder Reference Categories

9 RESPONSE ACCEPTED GEOTECH/MATERIALS

Created By Created On Version Delegate For

PAM MOORE 7/19/2024 1

Have the weighted N-values reported in design parameters table on sheet T-7 been corrected for the use of an automatic hammer? The automatic hammer blow counts should be corrected to equivalent safety hammer, or N(60), design values using the relationship N(60) = N(auto) x 1.24. See SDGs Vol 3, Chapter 13.

RYAN MCGHEE 8/7/2024 1

No change. The weighted N-values reported were already corrected for the use of an automatic hammer during the design phase for this project.

PAM MOORE 8/7/2024 1

Response Accepted & Comment Closed

No Status Current Holder Reference Categories

10 RESPONSE ACCEPTED GEOTECH/MATERIALS

Created By Created On Version Delegate For

PAM MOORE 7/19/2024 1

On sheet T-7, suggest deleting "or clay (cohesive)" from Foundation Note 2 since all soils used in the design are cohesionless.

RYAN MCGHEE 8/7/2024 1

Agree. The note will be revised to only list “sand (cohesionless)”.

PAM MOORE 8/7/2024 1

Response Accepted & Comment Closed

Name Assignment Due Date Status Comments

Approved 2024-A-390-00065

Phillip Griffith LEAD REVIEWER 7/19/2024 ACTIVE 0

Ray Kirkland LEAD REVIEWER 7/19/2024 ACTIVE 0

Name Assignment Due Date Status Comments

Renae Sanders LEAD REVIEWER 7/19/2024 ACTIVE 0

Name Assignment Due Date Status Comments

Richard Yates LEAD REVIEWER 7/19/2024 ACTIVE 0

Name Assignment Due Date Status Comments

Robert Ellis LEAD REVIEWER 7/19/2024 ACTIVE 0

Name Assignment Due Date Status Comments

RYAN MCGHEE CONSULTANT PROJECT MANAGER 8/9/2024 ACTIVE 0

Name Assignment Due Date Status Comments

Sarah Evans REVIEWER 7/19/2024 ACTIVE 0

Name Assignment Due Date Status Comments

Shannon Foor REVIEWER 7/19/2024 ACTIVE 0*

Name Assignment Due Date Status Comments

Steven Fisher LEAD REVIEWER 7/19/2024 ACTIVE 0

Name Assignment Due Date Status Comments

Tammy Melchi LEAD REVIEWER 7/19/2024 ACTIVE 0

Name Assignment Due Date Status Comments

Tanya Branton IN-HOUSE PROJECT MANAGER 7/19/2024 ACTIVE 0

Name Assignment Due Date Status Comments

Teresa Buckbee REVIEWER 7/19/2024 ACTIVE 0

Name Assignment Due Date Status Comments

Terra Free LEAD REVIEWER 7/19/2024 ACTIVE 0

Name Assignment Due Date Status Comments

Tiffany Jones LEAD REVIEWER 7/19/2024 ACTIVE 0*

Name Assignment Due Date Status Comments

Vince Blake LEAD REVIEWER 7/19/2024 ACTIVE 0

Name Assignment Due Date Status Comments

Virginia Carlisle LEAD REVIEWER 7/19/2024 ACTIVE 0

Name Assignment Due Date Status Comments

William Moore LEAD REVIEWER 7/19/2024 ACTIVE 0

Name Assignment Due Date Status Comments

William Reynolds LEAD REVIEWER 7/19/2024 ACTIVE 0

Name Assignment Due Date Status Comments

William T. Spivey REVIEWER 7/19/2024 ACTIVE 0

Name Assignment Due Date Status Comments

Windle Tharp LEAD REVIEWER 7/19/2024 ACTIVE 0*

Name Assignment Due Date Status Comments

Zeke Hayes LEAD REVIEWER 7/19/2024 ACTIVE 0

Name Assignment Due Date Status Comments

Approved 2024-A-390-00065

Zena Riley-Taylor REVIEWER 7/19/2024 ACTIVE 0

2024-A-390-00065

$DATE$ $TIME$ $FILE$

DESCRIPTIONDATE DESCRIPTION

REVISIONS

NO.

SHEET

$USER$

DATE

OKALOOSA COUNTY

Ryan D. McGhee, P.E.

P.E. LICENSE NUMBER 85398

HDR Engineering, Inc.

25 West Cedar Street, Suite 200

Pensacola, FL 32502-5945

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GENERAL NOTES

CONSTRUCTION.

5. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PRESERVE OR RELOCATE ALL BENCHMARKS AS NEEDED DURING

ENGINEER IMMEDIATELY.

IS IN DANGER OF BEING DESTROYED AND HAS NOT BEEN PROPERLY REFERENCED, THE CONTRACTOR SHALL NOTIFY THE PROJECT

4. ANY PUBLIC LAND CORNER/MONUMENTATION WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF A CORNER MONUMENT

CERTIFICATE OF AUTHORIZATION: 31960

NICEVILLE, FLORIDA 32578

312 GOVERNMENT AVE., SUITE 1

SAM SURVEYING & MAPPING, LLC

P.S.M. NO.: 6707

ERIC STUART, P.S.M.

SURVEYOR AND MAPPER OF RECORD IS:

SUPPORTING DATA IN THE PRODUCTION OF DESIGN PLANS AND FOR CONSTRUCTION ON SUBJECT PROJECT. THE PROFESSIONAL

3. ALL SURVEY INFORMATION WAS OBTAINED FROM A LICENSED FLORIDA PROFESSIONAL SURVEYOR AND MAPPER AND UTILIZED AS

NORTH AMERICAN DATUM 1983.

2. BEARINGS AND COORDINATE VALUES SHOWN ARE BASED ON STATE PLAN COORDINATE SYSTEM FOR WEST ZONE OF FLORIDA,

1. VERTICAL CONTROL USED FOR BENCHMARKS IS NORTH AMERICAN VERTICAL DATUM 1988 (NAVD 88)

SURVEY NOTES:

GENERAL NOTES

3. UTILITY/AGENCY OWNERS:

BE VERIFIED FOR ACCURACY, LEVEL "B" UTILITY LINES SHOWN WERE COLLECTED AS PART OF THE PROJECT SURVEY.

2. LEVEL "D" UTILITY LINES HAVE BEEN PLACED ACCORDING TO EXISTING RECORDS PROVIDED BY UTILITY COMPANIES AND SHOULD

ONY AT THE POINTS SHOWN. INTERPOLATIONS BETWEEN THESE POINTS HAVE NOT BEEN VERIFIED.

INVESTIGATIONI TECHNIQUES AND SHOULD BE CONSIDERED APPROXIMATE ONLY. THE VERIFIED LOCATIONS / ELEVATIONS APPLY

1. THE LOCATION(S) OF THE UTILITIES SHOWN IN THE PLANS (INCLUDING THOSE DESIGNATED Vvh) ARE BASED ON LIMITED

UTILITY NOTES:

CONTROL DEVICES.

THE PROJECT SITE. THE CONTRACTOR SHALL INSTALL AND MAINTAIN THE APPROPRIATE MAINTENANCE OF TRAFFIC/TRAFFIC

RELOCATIONS. THE CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION CONTROL DEVICES TO RETAIN SEDIMENT FROM LEAVING

14. UTILITY RELOCATIONS WILL TAKE PLACE DURING THE PRE-PHASE I PHASE. CONTRACTOR MUST CLEAR AND GRUB FOR UTILITY

- SPRING BREAK (MARCH 14 - 30, 2025)

EVENTS, SPECIAL EVENT DAYS FOR THIS PROJECT INCLUDE:

13. PER FDOT SPECIFICATION 8-6.4, SUSPENSION OF CONTRACTOR'S OPERATIONS - HOLIDAYS AND SPECIAL

12. DITCH LINING RIPRAP IS USED FOR ALL RIPRAP LOCATIONS, UNLESS OTHERWISE NOTED.

FLATTER THAN 2% AS ANY SLOPE STEEPER THAN 2% WILL FAIL INSPECTION AND NEED TO BE RECONSTRUCTED.

11. SIDEWALK IS DESIGNED AND SHOWN IN THE PLANS AS 2% CROSS SLOPE. HOWEVER, THE CONTRACTOR SHALL FORM SLIGHTLY

RIGHT-OF-WAY PERMITS AND WHERE FLATTER SLOPES WOULD NOT IMPACT SURROUNDING AREAS.

10. THE SLOPES SHOWN ON TYPICAL SECTION REPRESENT MINIMUM VALUES. FLATTER SLOPES ARE PERMITTED IN LOCATIONS WHERE

EXCAVATED TO A MINIMUM DEPTH OF (3) FEET AND BACK FILLED WITH SUITABLE MATERIAL.

9. WHEN UNSUITABLE MATERIAL IS ENCOUNTERED IN THE AREAS PROPOSED FOR PAVING, UNSUITABLE MATERIAL SHALL BE

8. THE CONTRACTOR IS CAUTIONED TO VISIT THE SITE AND FAMILIARIZE THEMSELF WITH THE PROJECT PRIOR TO BIDDING.

AGREEMENT AS PART OF CLOSURE.

BE PROVIDED TO THE PROJECT ADMINISTRATOR/ENGINEER FOR REVIEW. THE SITE SHALL BE RESTORED AS PER THE

COMPENSATION OR ASSISTANCE FROM THE COUNTY. SUCH STAGING AREAS SHALL HAVE A WRITTEN AGREEMENT. A COPY SHALL

STAGING OR STORAGE TO FACILITATE CONSTRUCTION SHALL BE ACQUIRED BY THE CONTRACTOR WITH NO ADDITIONAL

7. ONLY ACCESS TO THE ROAD R/W AS SHOWN IS GUARANTEED BY THE COUNTY. PRIVATE R/W REQUIRED BY THE CONTRACTOR FOR

THIS EXCLUDES DIVISION 1, SECTIONS 1-8.

"STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" FY 2024-25 EDITION WITH ALL IMPLEMENTED MODIFICATIONS.

6. ALL MATERIALS, TESTING AND CONSTRUCTION METHODS SHALL CONFORM TO THE FLORIDA DEPARTMENT OF TRANSPORTATION

2024-25 EDITION.

5. ALL ROADWAY CONSTRUCTION SHALL COMPLY WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION, "STANDARD PLANS", FY

4. THE CONTRACTOR SHALL MATCH EXISTING CONDITIONS AT BEGINNING AND ENDING OF PROJECT.

3. EXISTING DRAINAGE STRUCTURES WITHIN CONSTRUCTION LIMITS SHALL REAMAIN UNLESS OTHERWISE NOTED.

PRACTICES OR AS INDICATED IN THE PLANS.

FROM INCREASED RUNOFF DURING CONSTRUCTION BY PROVIDING EROSION CONTROL DEVICES AS PART OF BEST MANAGEMENT

2. THE CONTRACTOR SHALL TAKE STEPS NECESSARY TO PREVENT EROSION AND ANY OFFSITE SEDIMENT TRANSPORT RESULTING

1. THE CONTRACTOR SHALL NOTIFY THE PROJECT ADMINISTRATOR/ENGINEER 48 HOURS PRIOR TO CONSTRUCTION.

PROJECT NOTES:

DAVID.C.POOLE@LUMEN.COM

DAVID POOLE - (850) 815-3139; (850) 264-7551

CENTURYLINK / LUMEN

CLEWIS@MYOKALOOSA.COM

CORY LEWIS - (850) 826-3016

OKALOOSA COUNTY WATER AND SEWER

THOMAS.WIND@VERIZON.COM

THOMAS WIND - (850) 480-6642

VERIZON / MCI

SHAWNCROFT@OKALOOSAGAS.COM

SHAWN CROFT - (850) 729-4865

OKALOOSA GAS

JEREMY.COON@FPL.COM

JEREMY COON - (850) 689-4629

FLORIDA POWER & LIGHT (FPL, FORMERLY GULF POWER)

DAVE.ALLYN@COX.COM

DAVE ALLYN - (850) 461-8167

COX COMMUNICATIONS

MGAMBOA@SDT-1.COM

MICHAEL GAMBOA - (818) 859-9747

AT&T TRANSMISSION (SDT SOLUTIONS, LLC.)

TE1810@ATT.COM

TIM EDGAR - (850) 293-3780

AT&T FLORIDA

DSAMBENEDETTO@MYOKALOOSA.COM

DAN SAMBENEDETTO - (850) 651-7570

OKALOOSA COUNTY INFORMATION SYSTEMS

RSHOWERS@MYOKALOOSA.COM

RANDY SHOWERS - (850) 609-6181

OKALOOSA TRAFFIC SIGNALS

KYLELUSK@CITYOFCRESTVIEW.ORG

KYLE LUSK - (850) 682-6132 EXT. 128

MARCBONIFAY@CITYOFCRESTVIEW.ORG

MARC BONIFAY - (850) 682-6132 EXT. 109

CITY OF CRESTVIEW

DRAINAGE DITCH (NOT SEDIMENT BUILD-UP) TO ENSURE POSITIVE STORMWATER FLOW.

IT IS THE CONTRACTOR'S RESPONSIBILITY TO PLACE SIDE DRAIN PIPES AT PROPER ELEVATIONS TO MATCH THE FLOWLINE OF THE 9.

AT (850) 836-5790 OR (850) 836-5742.

STARTING. ALLOW UP TO 2 WEEKS FOR LANE CLOSURE APPROVAL PROCESS. CONTACT LOCAL PERMITS OFFICE FOR MORE DETAILS

ALL LANE AND SHOULDER CLOSURES MUST BE REQUESTED IN WRITING AND APPROVED A MINIMUM OF 48 HOURS PRIOR TO WORK 8.

TO 0.12 INCH OR 120 MILS WHEN MEASURED ABOVE THE PAVEMENT SURFACE.

SURFACE. MARKINGS OTHER THAN LONGITUDINAL LINES, WHEREVER LOCATED, WILL HAVE A THICKNESS OF 0.09 INCH OR 90 MILS

0.10 INCH OR 100 MILS AND A MAXIMUM THICKNESS OF 0.15 INCH OR 150 MILS WHEN MEASURED ABOVE THE PAVEMENT

APPLY OR RECAP STANDARD THERMOPLASTIC PAVEMENT MARKINGS FOR LONGITUDINAL LINES TO ATTAIN A MINIMUM THICKNESS OF

PAVEMENT MARKINGS DURING THE INTERIM PERIOD PRIOR TO OPENING THE ROAD TO TRAFFIC.

MANUFACTURER'S RECOMMENDATIONS FOR SURFACE PREPARATION FOR THERMOPLASTIC ON CONCRETE. PROVIDE TEMPORARY

PAVEMENT MARKINGS. INSTALLATION OF THERMOPLASTIC ON CONCRETE REQUIRES A CLEAN, DRY SURFACE. FOLLOW THE

711-4.1 STATES; WAIT AT LEAST 14 DAYS AFTER CONSTRUCTING THE FINAL ASPHALT SURFACE COURSE TO PLACE THERMOPLASTIC

AND SECTION 711 OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD & BRIDGE CONSRUCTION. STANDARD SPECIFICATION

ALL STRIPING WITHIN FDOT RIGHT-OF-WAY SHALL BE THERMOPLASTIC AND ADHERE TO FDOT STANDARD PLANS INDEX 711-001 7.

SPECIFICATIONS FOR ROAD & BRIDGE CONSTRUCTION.

SEEDING OR HYDRO-SEEDING. SEE FDOT STANDARD PLANS INDEX 570-010 AND SECTION 570 OF THE FDOT STANDARD

SOD AREAS WITHIN 32" OF EDGE OF PAVEMENT & SLOPES GREATER THAN 1:3. OTHER DISTRUBED AREAS MAY BE REPAIRED BY 6.

TEST RESULTS SHALL BE PROVIDED TO FDOT AS SOON AS PRACTICAL.

MEETING. QUALITY CONTROL TESTING SHALL BE PERFORMED BY FDOT CERTIFIED TECHNICIANS AND TESTING LABORATORY. ALL

CONTRACTOR MUST SUBMIT A QUALITY CONTROL PLAN FOR FDOT REVIEW AND APPROVAL BEFORE OR AT THE REQUIRED PRE-WORK 5.

SUBMITTED FOR APPROVAL PRIOR TO OR AT THE PRE-PAVING MEETING.

PAVING CONTRACTOR SHALL SCHEDULE A PRE-PAVING MEETING WITH FDOT. PROPOSED ASPHALT MIX DESIGNS SHALL BE 4.

FDOT, QUALITY CONTROL TESTING LABORATORY, PRIME CONTRACTOR, AND ANY OTHER INTERESTED PARTY PRESENT.

ENGINEER SHALL SCHEDULE AND HAVE AN ON-SITE PRE-WORK MEETING WITH REPRESENTATIVES FROM THE ENGINEERING FIRM, 3.

THE PERMITS MANAGER.

ANY OTHER CATASTROPHIC EVENT AND SHALL REMAIN OPEN FOR THE DURATION OF THE EVACUATION OR EVENT AS DIRECTED BY

ALL LANES MUST BE OPENED TO TRAFFIC WITHIN 12 HOURS AFTER RECEIVING NOTIFICATION OF A HURRICANE EVACUATION OR 2.

FLORIDA GREENBOOK, AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).

FOR ROADWAY CONSTRUCTION, FDOT STANDARD SPECIFICATIONS FOR ROAD & BRIDGE CONSTRUCTION, FLORIDA DESIGN MANUAL, ALL WORK IN THE RIGHT-OF-WAY SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF THE FDOT STANDARD PLANS 1.

FDOT NOTES:

Approved 2024-A-390-00065

PW:\LGUO 11/1/2024 9:36:03 AM Default

SHEET

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BEACH

PANAMA

CITY

CHIPLEY

TALLAHASSEE

JACKSONVILLE

ST AUGUSTINE

GAINESVILLE

OCALA DAYTONA BEACH

DELAND

NEW PORT RICHEY

TAMPA

LAKELAND

MELBOURNE -

COCOA

ORLANDO

BARTOWST PETERSBURG

SARASOTA -

BRADENTON

FT PIERCE

FT MYERS

WEST PALM

BEACH

FT LAUDERDALE

MIAMI

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KEY WEST

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SHEET DESCRIPTIONSHEET NO.

OKALOOSA COUNTY, FLORIDA

DISTRICT ONE

PUBLIC WORKS DIRECTOR:

DISTRICT TWO

DISTRICT THREE

DISTRICT FIVE

DISTRICT FOUR

COMMISSIONERS

COUNTY ADMINISTRATOR

CAROLYN KETCHEL

NATHAN BOYLES

TREY GOODWIN

JOHN HOFSTAD

JASON AUTREY, P.E.

43868

ENGINEER OF RECORD:

PREPARED BY:

(850) 429-8900 www.hdrinc.com

Pensacola, Florida 32502

25 West Cedar Street, Suite 200

HDR Engineering, Inc.

OKALOOSA COUNTY PROJECT MANAGER: SCOTT BITTERMAN, P.E.

LOCATION OF PROJECT

DUAL EASTBOUND RIGHT TURN LANES

PJ ADAMS PARKWAY AT SR 85

https://goo.gl/maps/8nENsyxxebgDED7C6

SIGNALIZATION PLANS

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GOVERNING STANDARD SPECIFICATIONS:

GOVERNING STANDARD PLANS:

PAUL MIXON

MEL PONDER

Component

Standard Plans for Bridge Construction are included in the Structures Plans

APPLICABLE IRs:

following website: http://www.fdot.gov/design/standardplans

Standard Plans for Road Construction and associated IRs are available at the

Bridge Construction and applicable Interim Revisions (IRs).

Florida Department of Transportation, FY 2024-25 Standard Plans for Road and http://www.fdot.gov/programmanagement/Implemented/SpecBooks

Road and Bridge Construction, Divisions II and III only, at the following website:

Florida Department of Transportation, FY 2024-25 Standard Specifications for

BIJAN BEHZADI, P.E.

REPORT OF CORE BORINGST-22

MAST ARM DATA TABLET-21

ELECTRICAL ONE-LINE DIAGRAMT-20

CCTV CAMERA AND MOUNTING DETAILST-19

UNINTERRUPTIBLE POWER SUPPLY CABINET DETAILST-18

UNINTERRUPTIBLE POWER SUPPLY DETAILST-17

CONCRETE APRON AND PULL BOX DETAILST-16

PEDESTRIAN SIGNAL AND CABINET BASE DETAILST-15

VIDEO VEHICLE DETECTION FOR ATSPMT-14

CROSS SECTIONST-11 - T-13

MAST ARM TABULATIONT-10

GUIDE SIGN WORKSHEETT-9

SIGNALIZATION PLANT-6 - T-8

GENERAL NOTEST-4 - T-5

TABULATION OF QUANTITIEST-3

SIGNATURE SHEETT-2

KEY SHEETT-1

Approved 2024-A-390-00065

11/1/2024 9:36:22 AM PW:\

LGUO

OKALOOSA COUNTY

BIJAN BEHZADI, P.E.

P.E. LICENSE NUMBER 43868

HDR Engineering, Inc.

25 West Cedar Street, Suite 200

Pensacola, FL 32502-5945

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ON ANY ELECTRONIC COPIES.

AND THE SIGNATURE MUST BE VERIFIED

NOT CONSIDERED SIGNED AND SEALED

PRINTED COPIES OF THIS DOCUMENT ARE

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY

SHEET NO. SHEET DESCRIPTION

FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

SHEET NO. SHEET DESCRIPTION

T-21

T-2

T-2

SIGNATURE SHEET

ELECTRICAL ONE-LINE DIAGRAM

CCTV CAMERA AND MOUNTING DETAILS

UNINTERRUPTIBLE POWER SUPPLY CABINET DETAILS

UNINTERRUPTIBLE POWER SUPPLY DETAILS

CONCRETE APRON AND PULL BOX DETAILS

PEDESTRIAN SIGNAL AND CABINET BASE DETAILS

VIDEO VEHICLE DETECTION FOR ATSPM

CROSS SECTIONS

MAST ARM TABULATION

GUIDE SIGN WORKSHEET

SIGNALIZATION PLAN

GENERAL NOTES

TABULATION OF QUANTITIES

SIGNATURE SHEET

KEY SHEET

T-20

T-19

T-18

T-17

T-16

T-15

T-14

T-11 - T-13

T-10

T-9

T-6 - T-8

T-4 - T-5

T-3

T-2

T-1

STATE OF

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No 43868

BIJAN BEHZADI, P.E. NO. 43868

PENSACOLA, FL 32502

25 WEST CEDAR ST., SUITE 200

HDR ENGINEERING, INC.

ON ANY ELECTRONIC COPIES.

AND THE SIGNATURE MUST BE VERIFIED

NOT CONSIDERED SIGNED AND SEALED

PRINTED COPIES OF THIS DOCUMENT ARE

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY

FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

SHEET NO. SHEET DESCRIPTION

REPORT OF CORE BORINGS

SIGNATURE SHEET

STATE OF

No 51033

R E

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SARAH J. SANCHEZ, P.E. NO. 51033

PENSACOLA, FL 32502

1300 WEST MAIN STREET

TIERRA, INC.

ON ANY ELECTRONIC COPIES.

AND THE SIGNATURE MUST BE VERIFIED

NOT CONSIDERED SIGNED AND SEALED

PRINTED COPIES OF THIS DOCUMENT ARE

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY

FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

STATE OF

R E

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No 70756

CHESTER A. SMITH, P.E. NO. 70756

PENSACOLA, FL 32502

25 WEST CEDAR ST., SUITE 200

HDR ENGINEERING, INC.

MAST ARM DATA TABLE

SIGNATURE SHEET

Approved 2024-A-390-00065

11/1/2024 9:37:02 AM PW:\

OKALOOSA COUNTY

BIJAN BEHZADI, P.E.

P.E. LICENSE NUMBER 43868

HDR Engineering, Inc.

25 West Cedar Street, Suite 200

Pensacola, FL 32502-5945

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PAY ITEM NOTES

INDUCTIVE LOOP DETECTION INSTALLATION REQUIREMENTS

T-4

GENERAL NOTES (1)

19. HAND-DIG THE FIRST 4 FEET OF POLE FOUNDATIONS.

SHALL BE AT NO COST TO THE DEPARTMENT, AND SHALL INCLUDE FIELD GALVANIZING OF THE EFFECTED AREAS.

18. THE REPAIR TO POLES/MAST ARMS AS A RESULT OF DAMAGE OR EFFECTS OF FIELD CUTTING OR DRILLING OPERATIONS, TO A PULL BOX SHOWN ON THE PLANS IN CLOSE PROXIMITY TO THE UTILITY POLE.

ACCOMPLISHED BY THE POWER COMPANY INVOLVES DESCENT OF THEIR POLE WITH CONDUIT AND SERVICE CONDUCTORS UNDERGROUND UTILITY ADJUSTMENT WORK THAT MAY BE ASSESSED BY THE POWER COMPANY. THE WORK TO BE

17. THE PAY ITEM FOR UNDERGROUND ELECTRICAL POWER SERVICE SHALL INCLUDE ANY COST FOR THE OVERHEAD-TO-

THIS APPLIES TO OVERHEAD AND UNDERGROUND SERVICES.

CONNECTION FEES THAT MAY BE ASSESSED BY THE POWER COMPANY OR LOCAL GOVERNMENT, WHENEVER APPLICABLE.

16. THE PAY ITEM FOR ELECTRICAL POWER SERVICE SHALL INCLUDE THE COST OF ANY PERMITS AND INITIAL

15. ELECTRIC SERVICE WIRE SHALL BE PAID FOR COMPLETE WIRE RUN, NOT PER EACH CONDUCTOR.

14. PULL BOXES SHALL BE INSTALLED A MINIMUM OF 8’ FROM THE EDGE OF PAVEMENT.

HANGERS FOR SPAN-WIRE INSTALLATIONS.

SPLICE CABLE ONLY IN THE SIGNAL HEADS OR STRUCTURE HAND HOLES FOR MAST ARM INSTALLATIONS, OR DISCONNECT

13. INSTALL SIGNAL CABLE ONLY IN CONTINUOUS LENGTHS BETWEEN THE OVERHEAD AND THE CONTROLLER CABINET.

12. VERIFY COLOR CODES FOR THE SIGNAL AND INTERCONNECT CABLE WITH OKALOOSA COUNTY PRIOR TO ORDERING MATERIAL.

ELECTRICAL POWER AND TELEPHONE SERVICE DUCTS, WHICH SHALL BE A MINIMUM OF ONE INCH (25MM) IN DIAMETER.

MEETING NEC REQUIREMENTS. USE CONDUIT THAT IS AT LEAST TWO INCHES (50MM) IN DIAMETER, EXCEPT FOR

11. USE CONDUITS OF SUFFICIENT SIZE TO ALLOW THE CONDUCTORS TO BE INSTALLED WITHOUT ANY DAMAGE AND

ASSOCIATED PAY ITEM FOR ALL COMPONENTS OF THE SIGNAL TO UNDERGO TESTING.

INCLUDING A BUCKET TRUCK. COMPENSATION FOR THIS EQUIPMENT AND ASSISTANCE SHALL BE INCLUDED IN THE

10. FURNISH ALL TEST EQUIPMENT NECESSARY TO CONDUCT THE FIELD TESTS AT THE TIME OF THE INSPECTION, NEUTRAL CONDUCTORS.

9. VEHICULAR AND PEDESTRIAN SIGNALS LOCATED ON THE SAME CORNER OF THE INTERSECTION SHALL HAVE SEPARATE

8. MOUNT ALL SIGNALS HORIZONTALLY ON MAST ARMS

USED AS FLASHING BEACONS.

7. ALL SECTIONS OF VEHICULAR AND PEDESTRIAN SIGNAL HEADS SHALL BE LED-TYPE, INCLUDING SINGLE SECTION HEADS

TO OBTAIN THE SOP OPERATION AS PRESCRIBED IN THE PLANS.

6. WIRE EACH TRAFFIC MOVEMENT SEPARATELY, AND THEN COMBINE AT THE FIELD TERMINALS IN THE CONTROLLER CABINET

ALL TIMES THE TRAFFIC SIGNALIZATION WORK IS IN PROGRESS.

A TECHNICIAN CERTIFIED AS AN I.M.S.A. LEVEL I TRAFFIC SIGNAL TECHNICIAN SHALL BE PRESENT ON THE JOB SITE AT NOTIFICATION TO THE WORK SITE SUPERVISOR TO CORRECT ANY PROBLEM OR EMERGENCY THAT MAY ARISE. IN ADDITION, A LEVEL II, TRAFFIC SIGNALS TECHNICIAN. THE TECHNICIAN SHALL REPORT TO THE JOB SITE WITHIN FOUR HOURS OF UNDER THE SUPERVISION OF A TECHNICIAN CERTIFIED BY THE INTERNATIONAL MUNICIPAL SIGNAL ASSOCIATION (IMSA) AS

5. WHEN ENGAGED IN INSTALLING OR MAINTAINING TRAFFIC SIGNALS WITHIN DISTRICT THREE, WORK PERFORMED SHALL BE

COMPUTERIZED TRAFFIC SIGNAL SYSTEM.

OPERABLE WITH THAT EQUIPMENT CURRENTLY INSTALLED AND OPERATIONAL AS PART OF THE OKALOOSA COUNTY EQUIPMENT AND MATERIALS WITHIN THE LIMITS OF OKALOOSA COUNTY THAT IS FULLY COMPATIBLE AND INTER-

4. OKALOOSA COUNTY COMPUTERIZED TRAFFIC SIGNAL SYSTEM: PROVIDE NEW TRAFFIC SIGNAL SYSTEM

TO AVOID ANY POSSIBLE CONFLICTS WITH UNDERGROUND UTILITIES.

3. AS DIRECTED BY THE PROJECT ADMINISTRATOR, THE CONTRACTOR SHALL ADJUST CONDUIT AND PULL BOXES IN ORDER

VEHICLE DETECTION.

LOOPS ARE RENDERED INOPERATIVE THROUGH THE USE OF TEMPORARY LOOPS, PERMANENT LOOPS, OR OTHER MEANS OF

2. TRAFFIC SIGNALS SHALL BE OPERATED BY TRAFFIC ACTUATION WITHIN 24 HOURS AFTER INITIAL

OTHERWISE STAND ALONE TIMINGS WILL BE REQUIRED.

SYSTEM. EXISTING INTERSECTION UPDATES SHALL USE EXISTING TIMINGS IF NO CHANGES ARE MADE TO THE OPERATION IF THE SIGNAL IS IN A COORDINATED SYSTEM THEN OKALOOSA COUNTY SHOULD PROVIDE THE COORDINATED TIMINGS FOR THE

1. THE PROJECT ENGINEER IS RESPONSIBLE FOR DEVELOPING A STANDALONE TIMING PLAN FOR NEW SIGNALIZED INTERSECTIONS.

GENERAL NOTES:

THE PLANS.

CONTROLLER AS SOP 10 WITH PEDESTRIAN MOVEMENTS, BUT WIRED TO OPERATE ACCORDING TO THE SEQUENCE SHOWN IN

28. CONTROLLER CABINETS SHALL BE FULLY WIRED AND FURNISHED WITH ALL EQUIPMENT NECESSARY TO RUN THE

27. INSTALL CONDUIT PER FDOT STANDARD PLANS, INDEX 630-001.

26. USE 2-INCH CONDUIT PLACED UNDER PAVEMENT FOR LOOP WINDOWS (THE TWISTED-PAIRS OF LOOP LEAD-INS).

PER CHANNEL ON TWO LANE APPROACHES, OR THREE LOOPS PER CHANNEL ON THREE LANE APPROACHES.

25. INSTALL EACH LOOP ON A SEPARATE CHANNEL, EXCEPT ADVANCE LOOPS WHICH MAY HAVE A MAXIMUM OF TWO LOOPS

24. SPLICE LOOP ASSEMBLIES TO THE LEAD-IN WIRES AT THE NEAREST PULL BOX.

23. PLACE AND SEAL LOOP AND LEAD-IN WIRES IMMEDIATELY AFTER SAWING.

22. CLEAN SAWCUTS OF DEBRIS PRIOR TO PLACING LOOP WIRES IN THEM.

21. CONSTRUCT ALL TYPE-A LOOP ASSEMBLY WITH THREE TURNS AND TYPE B LOOP ASSEMBLIES WITH FOUR TURNS.

BAR AND THE SECOND SET OF LOOPS SHALL BE 132' FROM THE FIRST SET, AS SHOWN IN THE PLANS.

ASSEMBLIES TO THE DIMENSIONS OF SIX-BY-SIX FEET. THE FIRST SET OF TYPE -B LOOPS SHALL BE 166' FROM THE STOP AND EXTEND 4' IN FRONT OF THE STOP BAR. ALL DILEMMA ZONE LOOPS SHALL BE TYPE-B. SAW CUT ALL TYPE-B LOOP

20. ALL STOP BAR LOOPS SHALL BE TYPE –A. SAWCUT ALL TYPE-A LOOP ASSEMBLIES TO THE DIMENSIONS OF SIX-BY-FIFTY FEET

CELL: 850-826-0029

84 READY AVE NW, FT WALTON BEACH, FL 32548

OKALOOSA COUNTY BCC

TRAFFIC COUNTY BCC

JONATHAN WARD

REPRESENTATIVE TO CHALK THE LOOPS AND OBSERVE THEIR INSTALLATION AT THEIR OPTION.

38. NOTIFY OKALOOSA COUNTY ENGINEERING DEPARTMENT AT LEAST 48 HOURS IN ADVANCE OF LOOP INSTALLATION. PERMIT OKALOOSA COUNTY

NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR ERRORS OF ANY SORT ON THE SUBMITTAL DATA.

AND INSTALLATIONS DETAILS TO EFFICIENTLY PERFORM THE REQUIREMENTS AND INTENT OF THE CONTRACT. SUCH ACCEPTANCE SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PLACING SAME AND PROPER DIMENSIONS, CAPACITIES, SIZES, QUANTIT THE ACCEPTANCE OF ANY SUBMITTED DATA FOR MATERIALS, EQUIPMENT, APPARATUS, DEVICES, ARRANGEMENTS AND/OR LAYOUTS SHALL

OF RECORD.

SHALL FURNISH COPIES OF ALL DRAWINGS, SCHEDULES AND COMPLETE DESCRIPTIVE AND TECHNICAL DATA ON ALL ITEMS TO THE ENGINEER

37. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW FOR ALL EQUIPMENT AND MATERIALS FURNISHED AND INSTALLED. THE CONTRACTOR

ELECTRONIC FORMAT.

36. CONTRACTOR SHALL PROVIDE AS BUILT PLANS SHOWING DEPTH AND OFFSET FROM EDGE OF PAVEMENT FOR ALL CONDUIT IN

INTALLED.

35. ALL RACEWAYS SHALL BE GLUED AND FREE OF OBSTRUCTIONS. ALL SPARE CONDUIT SHALL BE CAPPED AND HAVE PULL STRING

BOXES AND IN THE CONTROLLER CABINET.

GREEN INSULATION FOR THE ENTIRE LENGTH OF THE WIRE. THE WIRES SHALL BE IDENTIFIED BY COLOR CODE IN ALL SERVICE BOXES, PULL INSULATION, ONE WHITE INSULATION AND ONE GREEN INSULATION FOR THE ENTIRE LENGTH OF THE WIRE. ALL GROUNDING WIRE SHALL HAVE THE 120V, SINGLE PHASE ELECTRICAL CONDUCTORS FROM THE MAIN DISCONNECT TO THE CONTROLLER CABINET SHALL HAVE ONE BLACK DISCONNECT) SHALL HAVE ONE BLACK INSULATION, ONE RED INSULATION AND ONE WHITE INSULATION FOR THE ENTIRE LENGTH OF THE WIRE.

34. THE 120/240V, SINGLE PHASE ELECTRICAL SERVICE CONDUCTORS FROM THE UTILITY POINT OF SERVICE TO THE POINT OF SERVICE (METER/

33. OKALOOSA COUNTY IS THE MAINTAINING AGENCY AND SHALL ASSUME RESPONSIBILITY FOR THE POWER BILL.

INCLUDED IN THE RELATED PAY ITEM NUMBER.

AND THE ELECTRICAL OVERHEAD FACILITY). ANY COST ASSOCIATED WITH THE TYPE OF EQUIPMENT REQUIRED FOR THIS INSTALLATION IS B) CONTRACTOR SHALL MEET ALL APPLICABLE OSHA REQUIREMENTS (10’ MINIMUM DISTANCE MAINTAINED BETWEEN THE EQUIPMENT

A) OVERHEAD LINES SHALL STAY IN PLACE BOTH VERTICALLY AND HORIZONTALLY.

THE MOVEMENT/INSTALLATION OF STRAIN POLES SHALL MEET THE FOLLOWING REQUIREMENTS.

32. THE TYPE OF EQUIPMENT USED IN THE INSTALLATION OF MAST ARMS/FOUNDATIONS, OVERHEAD/CANTILEVER SIGNS/FOUNDATIONS, AND

SIGNAL HEAD DISPLAYS SHALL BE MAINTAINED FOR EACH MOVEMENT.

31. SIGNAL HEADS SHALL BE LOCATED AS SHOWN IN THE PLANS. A MINIMUM OF 8 FEET OF HORIZONTAL SEPARATION BETWEEN SAME COLOR

DETECTOR SLOTS SHALL BE FROM LEFT-TO-RIGHT AS FOLLOWS: 122344566788 OR 123456782468.

DETECTION AND CONSECUTIVELY LABELED ACCORDING TO NEMA PHASE ASSOCIATIONS. ACCEPTABLE WIRING SCHEMES FOR THE TWELVE

30. THE DETECTOR RACK WITH ASSOCIATED FIELD HOOK-UP PANEL(S) SHALL BE FULLY WIRED AND CAPABLE OF 24 CHANNELS OF

TSII SPECIFICATION.

EXTERNAL SHELF-MOUNTED POWER SUPPLY. THE POWER SUPPLY CONNECTOR SHALL BE PIN-FOR-PIN COMPATIBLE WITH THE NEMA

29. THE PAY ITEM FOR NEMA CONTROLLER CABINETS SHALL INCLUDE APPROVED RACK MOUNTED DETECTOR ASSEMBLIES WITH

-PEDESTRIAN ISOLATION UNIT WITH TOGGLE SWITCH FOR PHASES 1-8

-10 POSITION SDLC BUS INTERFACE

-POLICE PANEL AUTO/MANUAL, AUTO/FLASH, AND MANUAL JACK

-EMERGENCY PREEMPTION/OPTICOM RACK

-LOAD BAY 16 POSITION

-DETECTOR RACKS (2) 8 POSITION 16 CHANNEL (32 CHANNELS TOTAL)

-67.88"H X 44"W X 26.5"D WITH FRONT AND REAR DOORS

STRETCHED CABINET IS USED FOR THIS PROJECT WITH THE FOLLOWING REQUIRED DIMENSIONS AND STANDARD COMPONENTS:

THE CONTROLLER CABINET OF THE NATIONAL ELECTRIC MANUFACTURERS ASSOCIATION (NEMA) TS2 - TYPE 1, SIZE 6

670-5-111:

CONTINUOUS FROM CONTROLLER CABINET TO PEDESTAL BASE HAND HOLE.

EACH ONE (1) WAY PEDESTRIAN SIGNAL HEAD PEDESTAL SHALL HAVE A MINIMUM SEVEN (7) CONDUCTOR SIGNAL CABLE INSTALLED

SIGNAL HEAD TERMINATION BLOCK TO PEDESTAL BASE HAND HOLE.

ALL PEDESTRIAN SIGNAL HEADS SHALL HAVE A MINIMUM FIVE (5) CONDUCTOR SIGNAL CABLE INSTALLED CONTINUOUS FROM PEDESTRIAN

646-1-11, 653-1-11 AND 653-1-12:

SEE PULL BOX LAYOUT DETAILS SHEET FOR MORE INFORMATION.

IN STAMPED EMBOSSED LETTERS.

LETTERS. ALL PULL BOX LIDS FOR ELECTRICAL POWER SERVICE PULL BOXES USED FOR SIGNALIZATION SHALL DISPLAY THE TEXT "ELECTRICAL"

ALL PULL BOX LIDS FOR PULL BOXES USED FOR SIGNALIZATION SHALL DISPLAY THE TEXT "TRAFFIC SIGNAL" IN STAMPED EMBOSSED

A. ELECTRICAL 13" X 24" X 12" B. TRAFFIC SIGNAL 17" X 30" X 12"

MINIMUM PULL BOX SIZE SHALL BE AS FOLLOWS:

635-2-11 AND 635-2-14:

BOXES. PROVIDE 3 SPARE CONDUCTORS (2 HIGH VOLTAGE AND 1 LOW VOLTAGE) WIRED FROM THE CONTROLLER CABINET TO EACH MAST ARM.

ONE NEUTRAL PER APPROACH. WIRE ALL PEDESTRIAN DETECTORS USING SEPARATE CABLE UTILIZING LOW VOLTAGE CONDUIT AND PULL

OKALOOSA COUNTY TRAFFIC SIGNAL SUPERVISOR BEFORE ORDERING. WIRE THE SIGNAL IN ACCORDANCE WITH THAT COLOR CODE. INCLUDE

HAS CONDUCTORS AVAILABLE FOR EITHER PROTECTED OR PERMISSIVE MOVEMENTS. VERIFY COLOR CODES FOR SIGNAL CABLE WITH THE

SPLICE KITS WITH OKALOOSA COUNTY AND INSTALL IN THE BASE OF THE SIGNAL POLE. THIS INCLUDES THE LEFT TURN MOVEMENT THAT

WIRE EACH PHASE/MOVEMENT FROM THE SIGNAL DISPLAY TO THE CONTROLLER AS A SEPARATE PHASE/MOVEMENT, COORDINATE APPROVED

632-7-1:

Approved 2024-A-390-00065

L-12

¡ CONST. PJ ADAMS

PROP. R/W

EXIST. R/W

EXIST. POWER SERVICE SOURCE

TO BE RELOCATED

POWER POLE

PROP. OE

EXIST. R/W

11/1/2024 10:11:54 AM PW:\

OKALOOSA COUNTY

BIJAN BEHZADI, P.E.

P.E. LICENSE NUMBER 43868

HDR Engineering, Inc.

25 West Cedar Street, Suite 200

Pensacola, FL 32502-5945

T

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

L

UOC

AKO

COMM

120 121 P O

T

S

T A

.7

U U

U

WATER

WATER

U

U

U

U

U

U

U

U

BACK FLOW

WATER

U

U

U

U

L

L-8

L-7

L

L-6

L-5

L

L

L

L

L

L

L

L

T-6

SIGNALIZATION PLAN (1)

N

646-1-11

665-1-11

641-2-12

639-1-122

639-2-1

660-1-108

632-7-1

670-5-110

649-21-3

649-21-26

3-SECT., 1-WAY

6 AS

R Y G

650-1-14

PED. SIGNAL

COUNT-DOWN

1-SECT., 1-WAY

2 AS

653-1-11

3-SECT., 1-WAY

3 AS

R Y G

650-1-14

8 7

5-SECT., 1-WAY

3 AS

G GYR Y

650-1-18

3-SECT., 1-WAY

2 AS

R Y G

650-1-14

OR

P6

P6

P6

P6

PHASE Ø1 = 1 + 5

CONTROLLER

PHASE Ø2 = 2 + 5

CONTROLLER

PHASE Ø2 = 1 + 6

CONTROLLER

PHASE Ø3 = 2 + 6

CONTROLLER

PHASE Ø4 = 4 + 7

CONTROLLER

PHASE Ø5 = 3 + 8

CONTROLLER

641-2-12

639-3-11

SIGNAL HEAD DETAILS PEDESTRIAN SIGNAL HEAD AND SIGN DETAILS

Vehicles

Watch For

START CROSSING

If Started

Finish Crossing

DON'T START

To Finish Crossing

TIME REMAINING

DON'T CROSS

STEADY

TIMER

FLASHING

PJ ADAMS PKWY

TO CROSS

PUSH BUTTON

COUNT-DOWN

PED. SIGNAL

1-SECT., 2-WAY

1 AS

653-1-12

P6 P6 P6

SIGNAL OPERATION PLAN 9

166'

132'

166'

132'

700-3-201 700-3-201

U-TURN

YIELD TO

MUST

ON RED

RIGHT TURN

700-3-202 700-3-202

A B

C D

MAST ARM MOUNTED SIGN DETAILS

1 EA

1 EA

1 PI

1 AS

1 EA

OLA

OLA

OLA 7

OLA

TABLE OF MAST ARM POLES

POLE #

MAST ARM

STATION OFFSET BASELINE

72.0' LT.

FDN. ELEV.

TOP OF

CROWN ELEV.

ROADWAY

ELEVATION

GROUND

1 EA

1 EA

9" X 18"

FTP-68B-06

REFLECTORIZED (TYPE III REFLECTIVITY) OUTER EDGE BORDER.

USE LOUVERED ALUMINUM SIGNAL HEAD BACK PLATES WITH A 2" YELLOW

IN THE PLANS.

5. WIRE THE CONTROLLER AND CABINET FOR SOP 10, BUT INITIALLY OPERATE AS SOP 9 WITH AN OVERLAP AS SHOWN

4. INHIBIT OLA WHEN P6 IS ACTIVATED.

FLASH RED.

3. WHEN SIGNALS ARE IN FLASHING MODE, MOVEMENTS 2 AND 6 SHALL FLASH YELLOW WHILE ALL OTHER MOVEMENTS

2. OLA = EASTBOUND RIGHT TURN MOVEMENT

(MOVEMENTS 3, 4, 7, 8 AND OLA).

1. THE MAJOR STREET IS SR 85 (S FERDON BLVD) (MOVEMENTS 1, 2, 5 AND 6) AND MINOR STREET IS PJ ADAMS PKWY

CONTROLLER OPERATIONS:

1 EA

36" X 36"

R3-4

1 EA

30" X 36"

R10-30

2 EA

96" X 24"

SIGN A

2 EA

84" X 24"

SIGN B

1 EA 635-2-14

8 AS (TYP.)

630-2-11140 LF

660-2-102

660-2-10112 AS (TYP.)

1 EA 635-2-14

630-2-11175 LF

35 MPH

PJ ADAMS PKWY

646-1-11

665-1-11

630-2-12

1 EA

1 EA

1 EA

40 LF

70 LF

1 AS

1 EA

5 EA

649-21-21

646-1-11

665-1-11

660-4-121 EA

1 EA

1 EA

1 EA

660-4-111 EA

ARM NO. 1

A

M

685-1-141 EA

1 EA

140 LF

1 EA

125 LF

630-2-11

635-2-14

630-2-11

635-2-14

10 LF630-2-11

OLA

OLA

B

B

A

A

C

D

1 EA

684-6-40 1 EA

682-1-113

OLA

QUANTITYPAY ITEM UNIT

632-7-6

639-1-610

670-5-600

PI

AS

AS

SIGNALIZATION REMOVAL PAY ITEMS

641-2-80 EA

ARM

℄ CONST. PJ

44.0' RT. £ SURVEY SR 85

107.6' LT. 100.06'

120+19.0

791+07.0

789+87.9

91.68'

95.25'

96.52'£ SURVEY SR 85

94.06' 93.43'

96.62' 97.50'

98.00'

P6

P6

P6

P6

100.40'

P

RING 1

RING 2

RING SEQUENCE

BARRIER BARRIER

EXIST. FDOT R/W

£ SURVEY SR 85

EXIST. R/W

EXIST. FDOT R/W

B L

V D

M P

H

S R

(S

F

E R

D O

N

SIGNAL CABINET

REMOVE EXISTING

CAMERA

CCTV

CAMERA

360°

MINOR STREETMAJOR STREET

SW CORNER

CONCRETE POLE IN

ACCESS POINT FROM

RELOCATE WIRELESS

SIGNAL STRAIN POLE

REMOVE EXISTING

SIGNAL STRAIN POLES

REMOVE EXISTING

Approved 2024-A-390-00065

11/1/2024 3:08:00 PM PW:\

SMORENCY

OKALOOSA COUNTY

BIJAN BEHZADI, P.E.

P.E. LICENSE NUMBER 43868

HDR Engineering, Inc.

25 West Cedar Street, Suite 200

Pensacola, FL 32502-5945

T

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

L

UOC

AKO

T-7

SIGNALIZATION PLAN (2)

YELLOW CLEARANCE

PED.…