FDOT_Access_Permit_2025-A-390-00022.pdf

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.

2025-A-390-00022

JOHN FIELDING

John Fielding

Walton CR 83A west Intersection improvements.

79082

OPERATIONS PROGRAM ENGINEER

4277 Lafayette Street

2025-A-390-00022

JOHN FIELDING

Dawne Mckee

Marianna, Florida 32446

John Fielding

2060030000 / 14.496 to 14.625

Marianna, Florida 32446

(850) 819-4207 ext. ______

4277 Lafayette St

5/27/2025

J - Government Entity

(850) 819-4207 ext. ______

Fax: / Mobile:

Dawne Mckee

Approved 2025-A-390-00022

Dawne Mckee 5/27/2025

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 2025-A-390-00022

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.

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 2025-A-390-00022

Approved 2025-A-390-00022

John Fielding

From: Chance Powell <chance.powell@mywaltonfl.gov>

Sent: Thursday, April 10, 2025 2:13 PM

To: melinda.clumfoot@dot.state.fl.us

Cc: John Fielding; Cindy Price; Anna Hudson

Subject: RE: FDOT Permit application 2025-A-390-00022 Completeness Check review comments

Melinda, Anna Hudson is employed with Walton County as a Professional Engineer and has the authorization to conduct business on behalf of Walton County projects that may fall under FDOT jurisdiction. Please let me know if you need any additional information from me.

Thanks

Chance Powell, P.E.

County Engineer

Walton County Engineering

117 Montgomery Circle

DeFuniak Springs, FL 32435

850-892-8108

From: Anna Hudson <anna.hudson@mywaltonfl.gov>

Sent: Thursday, April 10, 2025 12:14 PM

To: Chance Powell <chance.powell@mywaltonfl.gov>

Cc: PE PTOE John Fielding (jfielding@pecscorp.com) <jfielding@pecscorp.com>; Cindy Price

<cindy.price@mywaltonfl.gov>

Subject: FW: FDOT Permit application 2025-A-390-00022 Completeness Check review comments

Chance, Can you please provide an email giving me signature authorization for the West Bay Loop (CR 83A) & SR

20 Intersection Signalization project?

Thank you, Anna Hudson, P.E.

Long Range Infrastructure Program Engineer

Walton County Engineering Department

117 Montgomery Circle

DeFuniak Springs, FL 32435

850-892-8108 www.mywaltonfl.gov

Under Florida law, Florida Statute 119.011, chapter 2006-32, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this en@ty. Instead, contact this office by phone or in wri@ng

From: Clumfoot, Melinda <melinda.clumfoot@dot.state.fl.us>

Sent: Thursday, April 10, 2025 12:11 PM

To: John Fielding <jfielding@pecscorp.com>

Cc: Jones, Jason <Jason.Jones@dot.state.fl.us>; Albury, Jace <Jace.Albury@dot.state.fl.us>; Alford, Allie

<Allie.Alford@dot.state.fl.us>; Anna Hudson <anna.hudson@mywaltonfl.gov>

Subject: RE: FDOT Permit application 2025-A-390-00022 Completeness Check review comments

John, a memo or email from Chance Powell will work. I’m happy to help!

Thanks, Melinda Clumfoot Permits Coordinator, Adopt A Hwy Coordinator, Emergency Operations Liaison(Holmes Co.)

Florida Department of Transportation Ponce De Leon Operations 1723 Sunrise Circle Ponce De Leon, Fl. 32455 850-836-5742 office 850-260-4239 mobile

From: John Fielding <jfielding@pecscorp.com>

Sent: Thursday, April 10, 2025 11:26 AM

To: Clumfoot, Melinda <melinda.clumfoot@dot.state.fl.us>

Cc: Jones, Jason <Jason.Jones@dot.state.fl.us>; Albury, Jace <Jace.Albury@dot.state.fl.us>; Alford, Allie

<Allie.Alford@dot.state.fl.us>; Anna Hudson <anna.hudson@mywaltonfl.gov>

You don't often get email from melinda.clumfoot@dot.state.fl.us. Learn why this is important

Caution: The sender of this email is outside of our organization. Please take care when clicking links or opening attachments. When in doubt, contact our IT Department at 850-

892-5986.

Approved 2025-A-390-00022

Will do! I’ve made the Tab 1 updates and OSP is indicating we need to add a “signature authorization for the responsible representative”. Would this be a memo authorizing Anna to act as the County’s responsible rep? And, if so, is there a particular party this needs to come from?

Thanks for your help in this process, Melinda!

John C. Fielding, P.E., PTOE, RSP2i | Project Manager

PECS | Panhandle Engineering & Construction, Inc.

4277 Lafayette Street, Marianna Fl, 32446

Cell: +1 (850) 819 4207| OCice: +1 (850) 526 2291

Email: jfielding@pecscorp.com Web: www.pecscorp.com

FAA Remote Pilot 4844364

Sent: Thursday, April 10, 2025 11:17 AM

To: John Fielding <jfielding@pecscorp.com>

Cc: Jones, Jason <Jason.Jones@dot.state.fl.us>; Albury, Jace <Jace.Albury@dot.state.fl.us>; Alford, Allie

<Allie.Alford@dot.state.fl.us>

John, I just sent a request for additional information for you to make the changes requested under tab 1. See attached marked-up application tab 1 that shows the changes needed.

Adopt A Hwy Coordinator, Emergency Operations Liaison(Holmes Co.)

Florida Department of Transportation Ponce De Leon Operations 1723 Sunrise Circle Ponce De Leon, Fl. 32455

From: Clumfoot, Melinda

Sent: Friday, April 4, 2025 9:35 AM

To: John Fielding <jfielding@pecscorp.com>

Cc: Jones, Jason <Jason.Jones@dot.state.fl.us>; Albury, Jace <Jace.Albury@dot.state.fl.us>; Alford, Allie

No, I just sent the request for additional information. you should be able to modify the information now.

Adopt A Hwy Coordinator, Approved 2025-A-390-00022

Emergency Operations Liaison(Holmes Co.)

Florida Department of Transportation Ponce De Leon Operations 1723 Sunrise Circle Ponce De Leon, Fl. 32455

From: John Fielding <jfielding@pecscorp.com>

Sent: Friday, April 4, 2025 9:32 AM

To: Clumfoot, Melinda <melinda.clumfoot@dot.state.fl.us>

Cc: Jones, Jason <Jason.Jones@dot.state.fl.us>; Albury, Jace <Jace.Albury@dot.state.fl.us>; Alford, Allie

EXTERNAL SENDER: Use caution with links and attachments.

We’ll address these asap. When I log in to OSP, I’m not currently able to edit tabs 1 or 3. Do I need to hit the

“request a application revision" button?

Thanks!

John C. Fielding, P.E., PTOE, RSP2i | Project Manager

PECS | Panhandle Engineering & Construction, Inc.

4277 Lafayette Street, Marianna Fl, 32446

Cell: +1 (850) 819 4207| OCice: +1 (850) 526 2291

Email: jfielding@pecscorp.com Web: www.pecscorp.com

FAA Remote Pilot 4844364

Sent: Friday, April 4, 2025 9:27 AM

To: John Fielding <jfielding@pecscorp.com>

Cc: Jones, Jason <Jason.Jones@dot.state.fl.us>; Albury, Jace <Jace.Albury@dot.state.fl.us>; Alford, Allie

Subject: FDOT Permit application 2025-A-390-00022 Completeness Check review comments

John, please see comments below;

1. Provide a notarized letter of authorization- the one provided is not notarized.

2. Under tab 1- Applicant Detail- Select box for “is there a responsible representative for the project?”, Another question will appear, “are you the responsible representative?”, don’t select this box. Add Anna

Hudson’s information for the responsible representative.

3. See attached marked-up tab 3 and make the requested changes.

This is completeness check comments from the review of the application only. Technical review comments with be provided after the completeness check items have been addressed. I am attaching this email to a request for additional information through OSP.

Permits Coordinator, Adopt A Hwy Coordinator, Emergency Operations Liaison(Holmes Co.)

Florida Department of Transportation Ponce De Leon Operations 1723 Sunrise Circle Ponce De Leon, Fl. 32455

Digitally signed by: Kimberly J Toole DN: CN = Kimberly J Toole C = US O =

FLORIDA DEPARTMENT OF

TRANSPORTATION

Date: 2025.05.27 08:19:56 -05'00'

Kimberly J Toole

Digitally signed by: Adam J.

Scurlock, P.E.

DN: CN = Adam J. Scurlock, P.E.

email = Adam.Scurlock@dot.

state.fl.us C = AD Date: 2025.05.27 12:43:27 -05'00'

Adam J.

Scurlock, P.E.

Approved 2025-A-390-00022

Date 3/4/2025

14.625

21,200

1 Left

Through 508

Right 123

1 Left 181

Through 409

Right

Route Name(s)60030

Two-way Stop-ControlExisting Control Type

Rural Principal Arterial - OtherPrimary Functional Classification

Secondary Functional Classification (if app.)

Direction

Sidewalks along:

Crosswalk on Approach?

On-Street Bike Facilities?

Multi-Use Path?

Scheduled Bus Service?

Bus Stop on Approach?

Direction

SR20

District 3

Project Type Safety Improvement Project

10,900Existing AADT

No Left-Through-Right Through 426

Sidewalks along:

Crosswalk on Approach?

On-Street Bike Facilities?

Multi-Use Path?

Scheduled Bus Service?

Bus Stop on Approach?

No Through-Right Right

Right-Turn

Intersection Control Evaluation Form 750-010-30Florida Department of Transportation

Intersection Control Evaluation (ICE) Form

PECS

Multimodal Context

(Describe the pedestrian, bicycle, and transit activity in the area and the potential for activity based on surrounding land uses and development patterns )

Daily Truck % 7.5%

Email County

C2 - RuralIntersection Type FDOT Context ClassificationAt-Grade Intersection

Agency/CompanyJohn Fielding

FDOT Project # N/ASR20 at CR83A (W Bay Loop) Intersection Improvements jfielding@pecscorp.com

Number of Lanes Study Period #1 Traffic

VolumesNeither side of the approach Left-Turn

Westbound

Eastbound

Through-Right

Daily Truck %No

No Left-Through

No

Neither side of the approach

Number of Lanes Study Period #1 Traffic

Volumes

Left-Through Weekday AM Peak

No Through Left

No Left-Through-Right

No

Weekday AM Peak

Study Period #2 Traffic

Volumes

Weekday PM Peak

No Right-Turn

A pp ro ac h #2

Through LeftNo 133

Weekday PM Peak

Right 31

A pp ro ac h #1

Stage 1: Screening

Project Name

Submitted By

Left-Turn

Major Street Information

Roadway ID

To fulfill the requirements of Stage 1 (Screening) of FDOT's ICE procedures, complete the following form and append all supporting documentation. Completed forms are to be submitted to the District Traffic Operations Engineer (DTOE) and District Design Engineer (DDE) for the project's approval.

Project Locality (City/Town/Village )

Project Purpose

(What is the catalyst for this project and why is it being undertaken? )

Study Period #2 Traffic

Volumes

Design Speed (mph)

The area is rural developing into suburban. SR 20 is a two-lane, two-way roadway with open drainage. W Bay Loop is a collector facility connected to large residential areas.

There is a multi-use trail along the east side of W Bay Loop Rd that is well used. There are no bike/ped features on SR20 but the shoulder area is used by occasional cyclists.

FDOT completed a signal warrant analysis for the subject intersection recommending signalization. Walton County has assumed the design and construction of the project in order to expedite installation.

Florida Interstate Semitrailer (WB-62FL)Florida Interstate Semitrailer (WB-62FL)

Project Setting Description

(Describe the area surrounding the intersection )

Walton

Target Speed (mph) [if app.]

Design Vehicle

Design Year AADT

Control Vehicle

FDOT District

Milepoint

7.5%

Through

Approved 2025-A-390-00022

FDOT ICE: Stage 1

N/A

4,100

Left 51

Through 124

Right

Left

Through

Right

Left

Through

Right

On-Street Bike Facilities?

Multi-Use Path?

Scheduled Bus Service?

Bus Stop on Approach?

Direction

Sidewalks along:

Scheduled Bus Service?

Bus Stop on Approach?

Two-way Stop-ControlExisting Control Type

Rural Minor CollectorPrimary Functional Classification

Secondary Functional Classification (if app.)

Direction

Sidewalks along:

Crosswalk on Approach?

Left

Left-Through

Multi-Use Path?

Daily Truck %

Right-Turn Daily Truck %

Left-Through-Right

Study Period #2 Traffic

Volumes

Crosswalk on Approach?

On-Street Bike Facilities?

Multi-Use Path?

Scheduled Bus Service?

Bus Stop on Approach?

Direction

Sidewalks along:

Crosswalk on Approach?

On-Street Bike Facilities?

Weekday PM Peak

Through

Milepoint (if app.)N/A Route Name(s)

Daily Truck %

Roadway ID

Through

Study Period #1 Traffic

Volumes

Left-Through Weekday PM Peak

Number of Lanes

Right

Weekday AM Peak

Through Left

Through-Right

Target Speed (mph) [if app.]

A pp ro ac h #2

Right-Turn

Number of Lanes Study Period #1 Traffic

Volumes

Left-Through-Right Through

Through-Right Right

Left-Turn

Weekday AM Peak

A pp ro ac h #3

Study Period #2 Traffic

VolumesLeft-Turn

Yes Left-Through-Right

Through Left

Study Period #2 Traffic

VolumesNeither side of the approach Left-Turn

Minor Street Information

No Left-Through Weekday AM Peak

CR83A (W Bay Loop)

Weekday PM Peak

No

Design Speed (mph)

Through 232

Design Year AADT

Design Vehicle Single Unit Truck (SU) Control Vehicle Florida Interstate Semitrailer (WB-62FL)

A pp ro ac h #1

Northbound Number of Lanes Study Period #1 Traffic

Volumes

17.5%

No Through-Right Right

No Right-Turn

Existing AADT 4,100

Crash History (Existing Intersections Only)

Since January 1, 2020, there have been 16 collisions at the intersection resulting in 3 injuries and 1 serious injury. Six of the collisions are correctable by a traffic signal.

There are no noted safety trends or issues identified.

Append the most recent five-years of crash data for the intersection from the CAR System. If the crash data evidences any issues relating to safety performance, discuss briefly here:

Approved 2025-A-390-00022

2.55 4.10 2

4.85 5.00 1

2.13 1.50

V/C Ratio

Ped

Accom.

Score

0.41 0.47 1

Signal warrant analysis performed by FDOT indicates signalization as the preferred control strategy.

Strategy to be

Advanced?

Crash

Prediction

Rank

SPICE Outputs

Justification

Recommendation A single control strategy is recommended

Bike

Accom.

Score

Weekday

PM Peak

Weekday

AM Peak

CAP-X Outputs

Existing intersection performance unacceptable.

Control Strategy

Two-Way Stop-

Control

Signalized

Control

No

Yes

SSI

Rank

Control Strategy Evaluation

Provide a brief justification as to why each of the following control strategies should be advanced or not. Justification should consider potential environmental impacts.

Approved 2025-A-390-00022

Date

Date

DTOE

Comments

Reject RecommendationAccept Recommendation

Signature

Resolution

To be filled out by FDOT District Traffic Operations Engineer and District Design Engineer

DDE Comments

Kimberly Toole, P.E.DTOE Name Signature

DDE Name Adam Scurlock, P.E.

Approved 2025-A-390-00022

S

Number of Configurations

Location Freeport, FL < 0.750 0.750 - 0.875 0.875 - 1.00 > 1.00

Date AM Peak 1 0 0 1

2.13

4-phase signal Suggested = 1700 1700

Capacity Analysis for Planning of Junctions Summary Report - Page 2 of 2

Critical Lane Volume

Threshold

2-phase signal Suggested = 1800 1800

3-phase signal Suggested = 1750 1750

Truck to PCE Factor Suggested = 2.00 2.00

FDOT Context Zone C2-Rural

Suggested 0.80 0.95 0.85

Adjustment

Factor

0.80 0.95 0.85

0.00%

Northbound 0 139 0 232 17.50% 0.00%

Southbound 0 0 0 0 2.00%

Capacity Analysis for Planning of Junctions Summary Report - Page 1 of 2

Heavy Vehicles Volume Growth

Traffic Volume Demand

Volume (Veh/hr) Percent (%)

U-Turn Left Thru Right

Project Name SR20 at CR83A Intersection Estimated Volume-to-Capacity Ratio

Project Number TWO 24-08

Number of Intersection

Legs

Which leg is the minor street?

0.00%

Westbound 0 133 426 0 7.50% 0.00%

Eastbound 0 0 363 31 7.50%

V/C

Ranking

Traffic Signal

Two-Way Stop Control E-W

Overall V/C

Ratio

TYPE OF INTERSECTION

0.41

Pedestrian

Accommodation

Score

4.85

Bicycle

Accommodation

Score

5.00

2.55 4.10

Analysis Type At-Grade Intersections Only

Approved 2025-A-390-00022

S

Number of Configurations

Location Freeport, FL < 0.750 0.750 - 0.875 0.875 - 1.00 > 1.00

Date PM Peak 1 0 0 1

1.50

4-phase signal Suggested = 1700 1700

Capacity Analysis for Planning of Junctions Summary Report - Page 2 of 2

Critical Lane Volume

Threshold

2-phase signal Suggested = 1800 1800

3-phase signal Suggested = 1750 1750

Truck to PCE Factor Suggested = 2.00 2.00

FDOT Context Zone C2-Rural

Suggested 0.80 0.95 0.85

Adjustment

Factor

0.80 0.95 0.85

0.00%

Northbound 0 51 0 124 17.50% 0.00%

Southbound 0 0 0 0 2.00%

Capacity Analysis for Planning of Junctions Summary Report - Page 1 of 2

Heavy Vehicles Volume Growth

Traffic Volume Demand

Volume (Veh/hr) Percent (%)

U-Turn Left Thru Right

Project Name SR20 at CR83A Intersection Estimated Volume-to-Capacity Ratio

Project Number TWO 24-08

Number of Intersection

Legs

Which leg is the minor street?

0.00%

Westbound 0 181 409 0 7.50% 0.00%

Eastbound 0 0 508 123 7.50%

V/C

Ranking

Traffic Signal

Two-Way Stop Control E-W

Overall V/C

Ratio

TYPE OF INTERSECTION

0.47

Pedestrian

Accommodation

Score

4.85

Bicycle

Accommodation

Score

5.00

2.55 4.10

Analysis Type At-Grade Intersections Only

Approved 2025-A-390-00022

Project Name:

Intersection:

Agency:

Project Reference:

City:

State:

Date:

Analyst:

Opening Year Design Year

Total 1.81 -- --

Fatal & Injury 0.67 -- --

Total 2.91 -- --

Fatal & Injury 1.21 -- --

45720

John Fielding

Intersection Type:

Opening Year:

Design Year:

Facility Type:

Number of Legs:

1-Way/2-Way?:

# of Major Street Lanes (both directions):

Major Street Approach Speed:

Control Strategy

Traffic Signal

Minor Road Stop 2

Crash Type Opening Year Design Year

YesYes

Florida Department of Transportation

Safety Performance for Intersection Control Evaluation Tool

Results Summary of crash prediction results for each alternative

Project Information

At-Grade Intersection

SSI Score

Opening Year Design Year SSI Rank

Crash Prediction Summary

Yes

SR20 at CR83A Intersection

SR20 at CR83A Intersection

Source of Prediction

96 #VALUE!Uncalibrated SPF

Yes 94

Total Project Life Cycle Crash Prediction

Rank

2#VALUE!Calibrated SPF

On Rural Two Lane Highway

3-leg

AADT Within SPF Prediction Range?

Walton County

TWO 24-08

Freeport

FL

Approved 2025-A-390-00022

LIGHTING

SIGNALIZATION

SIGNING & PAVEMENT MARKING

ROADWAY

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KEY WEST

SHEET DESCRIPTIONSHEET NO.

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INDEX OF ROADWAY PLANS

STATE ROAD 20 AT CR 83A (W BAY LOOP) INTERSECTION IMPROVEMENTS BEE LINE

EXPRESSWAY

T U

R N P

IK

E

PENSACOLA FORT WALTON

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

DEPARTMENT OF PUBLIC WORKS

CONTRACT PLANS

CONTRACT PLANS COMPONENTS

CONTRACT NO.

CONSTRUCTION

TBD

NO.

SHEET

YEAR

FISCAL

CITY

LAKE

GOVERNING STANDARD SPECIFICATIONS:

http://www.fdot.gov/programmanagement/Implemented/SpecBooks for Road and Bridge Construction at the following website:

Florida Department of Transportation, FY 2024-25 Standard Specifications

GOVERNING STANDARD PLANS:

APPLICABLE IRs: IR - -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, FY2024-25 Standard Plans for Road and

(850) 892-8108

ANNA HUDSON, P.E.

WALTON COUNTY PROJECT MANAGER:

ENGINEER OF RECORD:

ROADWAY PLANS

C

F D

O T

C o n n e c t1

.1

\W o r k s p a c e s \F

D O

T \W o r k S e ts

\2 W a lt o n N o r th

E n d T r a il s \R o a d w a y \K

E Y

S R

D th

P h I .d g n

4277 LAFAYETTE STREET

MARIANNA, FLORIDA 32446

WALTON COUNTY TASK ORDER 24-08

JOHN C. FIELDING, P.E., PTOE

P.E. LICENSE NUMBER 79082

PANHANDLE ENGINEERING & CONST.

VENDOR NO.: 45-2846275

(850)526-2291

SAPM PLANS-1 to S-3

UTILITY PLAN35 - 37

TEMPORARY TRAFFIC CONTROL PLAN34

STORMWATER POLLUTION PREVENTION PLAN32 - 33

CROSS SECTIONS17 - 31

ROADWAY SOIL SURVEY16

PROJECT DETAILS14 - 15

DRAINAGE PROFILES12 - 13

DRAINAGE STRUCTURES11

ROADWAY PLAN8 - 10

GENERAL NOTES7

PROJECT LAYOUT6

TYPICAL SECTIONS4-5

DRAINAGE MAP3

SIGNATURE SHEET 2

KEY SHEET 1

LOCATION OF PROJECTWALTON COUNTY

NOT FOR CONSTRUCTION

PERMIT PLANS - MAY 2025

FL DEFENSE INFRASTRUCTURE GRANT S0238

� SR 20

STA. D 1405+61.87

BEGIN PROJECT

� SR 20

STA. D 1414+28.27

END PROJECT

WALTON COUNTY

MILEPOST: 14.625

FDOT SECTION NO. 60030

SR 20 AT CR 83A INTERSECTION

Approved 2025-A-390-00022

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETWALTON COUNTY

BOARD OF COUNTY COMMISSIONERS

ROAD NO. FINANCIAL PROJECT IDCOUNTY

TWO 24-08

WALTON

SR 2032446 FL, MARIANNA

4277 LAFAYETTE STREET

PANHANDLE ENGINEERING & CONST.

79082LICENSE NUMBER:

JOHN C. FIELDING, P.E.

T H

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ENGINEER OF RECORD

SIGNATURE SHEET

SIGNATURESHEETS : P:\PECS Engineering\Worksets\FDOT\22-018-02 SR20 at W Bay Loop - WalCo\Roadway\SIGNRD01.dgn

4:08:57 PM5/15/2025jfielding

STATE OF

No 79082

ESNECIL

GNI

DLEIF .C NHOJ

R E

E

NIGNE LANOIS

SEF

O R

P

ADIROL

F

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 DESCRIPTIONSHEET NO.

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

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

JOHN C. FIELDING, P.E. NO. 79082

MARIANNA, FL 32446

4277 LAFAYETTE STREET

PANHANDLE ENGINEERING & CONSTRUCTION, INC.

SAPM PLANS-1 to S-3

UTILITY PLAN35 - 37

TEMPORARY TRAFFIC CONTROL PLAN34

STORMWATER POLLUTION PREVENTION PLAN32 - 33

CROSS SECTIONS17 - 31

PROJECT DETAILS14 - 15

ROADWAY PLAN8 - 10

GENERAL NOTES7

PROJECT LAYOUT6

TYPICAL SECTIONS4-5

SIGNATURE SHEET 2

KEY SHEET 1

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 DESCRIPTIONSHEET NO.

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

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

CRAIG E. DUNKLEBERGER, P.E. NO. 49932

TALLAHASSEE, FL 32303

3676 HARTSFIELD ROAD

EGS, INC.

ROADWAY SOIL SURVEY16

SIGNATURE SHEET 2

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 DESCRIPTIONSHEET NO.

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

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

ERIC K. NELSON, JR., P.E. NO. 79361

WESLEY CHAPEL, FL 33544

2818 CYPRESS RIDGE BLVD, SUITE 200

CONSOR NORTH AMERICA, INC

DRAINAGE PROFILES12 - 13

DRAINAGE STRUCTURES11

DRAINAGE MAP3

SIGNATURE SHEET 2

STATE OF

No 49932

ESNECIL

R E

GREBEL

KNUD .E GI

A R

C

R E

E

NIGNE LANOIS

SEF

O R

P

ADIROL

F

STATE OF

No 79361

ESNECIL .

RJ

NOSLEN .K CIRE

R E

E

NIGNE LANOIS

SEF

O R

P

ADIROL

F

Approved 2025-A-390-00022

S68°40'59"E

N °2

'4

"E

N

BEGIN PROJECT

BEGIN CONSTRUCTION

STA. D 1405+61.87

END PROJECT

END CONSTRUCTION

STA. D 1414+28.27

BEGIN CONSTRUCTION

STA. 101+50.00

END CONSTRUCTION

STA. 105+84.63

C R

A

(W

B

A Y

L

O O

P

SR 20

� SR 20

� CR 83A

B E

N K

IN

G R

O A

D

S FL 64.98

N FL 64.09

18" CMP

SIDE DRAIN

W FL 60.37

E FL 60.83

12" X 16" CMP

SIDE DRAIN

W FL BURIED

E FL 63. 07

18" RCP

SIDE DRAIN (TO BE REMOVED)S FL 64.28

N FL 63.93

18" HDPE

SIDE DRAIN

S-01 S-03

S-02

P-01

STA. 1412+43.71 � SR 20 =

STA. 106+02.81 � CR 83A

P-02

4.87 AC

1400 1405 1410 1415 1420 1425

0.79 AC

0.33 AC

DRAINAGE MAP

DRAINAGE MAP - 200 [SHEET] : c:\pw_work\american-pw-01\d0948507\DRMPRD01.dgn

4:09:44 PM5/15/2025jfielding

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETWALTON COUNTY

BOARD OF COUNTY COMMISSIONERS

SR 2033544 FL, WESLEY CHAPEL

2818 CYPRESS RIDGE BLVD, SUITE 200

CONSOR NORTH AMERICA, INC.

79361LICENSE NUMBER:

ERIC K. NELSON, JR., P.E.

T H

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DATE DESCRIPTION

NO.

SHEETWALTON COUNTY

BOARD OF COUNTY COMMISSIONERS

PANHANDLE ENGINEERING & CONST.

79082LICENSE NUMBER:

JOHN C. FIELDING, P.E.

T H

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TYPICAL SECTIONS

TYPICALSHEETS : P:\PECS Engineering\Worksets\FDOT\22-018-02 SR20 at W Bay Loop - WalCo\Roadway\TYPSRD01.dgn

4:09:46 PM5/15/2025jfielding

SHOULDER & ASPHALT APRON PAVEMENTTRAFFIC DATA

4"

SHOULDER PAVEMENT DETAIL

1:4

FRICTION COURSE FC-9.5 (TRAFFIC C) (PG 76-22) (1")

OPTIONAL BASE GROUP 1 LBR 40

STABILILZATION

TYPE B

0.06

10'

PAVEMENT

SHOULDER

5'

OPTIONAL BASE

AT NO ADDITIONAL COMPENSATION

OF OPTIONAL BASE MATERIAL (GRANULAR ONLY)

THIS AREA MAY BE CONSTRUCTED

Natural Ground

THAN 1:3

SOD SLOPES STEEPER

TURF

STANDARD CLEARING AND GRUBBING

R/W VARIES (47' MIN.)

R/W LINE

R/W VARIES (47' MIN.)

(± 0'-17')

MILLING AND RESURFACING VARIES

EXISTING RIGHT TURN LANE

LANE

TRAVEL

± 12'

(MIN)

SHLDR

6'

4"

LBR 40

12" TYPE B STABILIZATION

(INDEX 105)

TREATMENT I

2'-6" SOD

� SR 20

1:4

(MIN.)

SHLDR

6'

R/W LINE

LIMITS OF CONSTRUCTION

EXIST. EXIST.

PAVT.

SHLDR

5'

LANE

TRAVEL

± 12'

(0'-17')

PAVT WIDENING

0.06

*EXIST.

8' (AUX. LANE)

18' (TRAVEL LANE)

CLEAR ZONE

APPLICABLE

1:3

IN WIDENING AREAS

SAWCUT AT EDGE OF TRAVEL

Natural Ground

EXIST.

MATCH

TYPICAL SECTION

SR 20

STA. D 1405+61.87 TO STA. D 1414+28.27

STA. D 1413+16.71 TO STA. D 1414+28.27

EXIST.

MATCH

PAVEMENT WIDENING

FRICTION COURSE FC-9.5 (TRAFFIC C) (PG 76-22) (1")

TYPE SP STRUCTURAL COURSE (TRAFFIC C) (PG 76-22) (2")

OPTIONAL BASE GROUP 9

MILLING & RESURFACING

FRICTION COURSE FC-9.5 (TRAFFIC C) (PG 76-22) (1")

MILL EXISTING ASPHALT PAVEMENT (1" AVG DEPTH)

DESIGN SPEED = 55 MPH

DESIGN HOUR T = 7.5%

K = 9.5% D = 60.4% T = 7.5% (24 HOUR)

ESTIMATED DESIGN YEAR = 2046 AADT = 21,200

ESTIMATED OPENING YEAR = 2026 AADT = 11,700

CURRENT YEAR = 2023 AADT = 10,900

OPTIONAL BASE

TYPE B STABILIZATION

OPTIONAL BASE

ASPH. APRON

5'

0.06

4"

ASPHALT APRON DETAIL

AT NO ADDITIONAL COMPENSATION.

OPTIONAL BASE MATERIAL (GRANULAR ONLY)

THIS AREA MAY BE CONSTRUCTED OF

0.02

STA. D 1406+06.80 TO STA. D 1407+91.24

EXIST. DRIVEWAY

AT APRON EDGE

MATCH EXIST. EL.

0.02 FT/FT MINIMUM.

MUST EQUAL OR EXCEED ADJACENET TRAVEL LANE SLOPE,

SEE CROSS SECTIONS FOR REQUIRED SLOPES. CROSS SLOPE *

ASPHALT PAVEMENT TIE-IN DETAIL

± 6"

PROPOSED FRICTION COURSE

PROPOSED STRUCTURAL COURSE

PROPOSED OPTIONAL BASE

PROPOSED STABILIZATION

EXIST. BASE MATERIAL

EXIST. PAVEMENT

SAWCUT

CONSTRUCTION FRICTION COURSE LIFT OVER MILLED KEY-IN AND PAVEMENT WIDENING.5.

LINE, TO A DEPTH FLUSH WITH THE TOP OF WIDENING STRUCTURAL COURSE.

MILL EXISTING FRICTION COURSE ±6 INCHES, INCLUDING FULL WIDTH OF EXISTING WHITE EDGE 4.

CONSTRUCT PROPOSED PAVEMENT WIDENING TO TOP OF STRUCTURAL COURSE.3.

SAWCUT PAVEMENT FOR WIDENING AND LEAVE EXISTING WHITE EDGE LINE.2.

KEY IN FRICTION COURSE TO PREVENT LATERAL PAVEMENT SHIFTING.1.

NOTES:

Approved 2025-A-390-00022

DATE DESCRIPTION

NO.

SHEETWALTON COUNTY

BOARD OF COUNTY COMMISSIONERS

CR 83A32446 FL, MARIANNA

PANHANDLE ENGINEERING & CONST.

79082LICENSE NUMBER:

JOHN C. FIELDING, P.E.

T H

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F F

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TYPICAL SECTIONS

TYPICALSHEETS 2 : C:\FDOTConnect10.12\Workspaces\FDOT\WorkSets\22-018-02 SR20 at W Bay Loop - WalCo\Roadway\TYPSRD01.dgn

4:09:46 PM5/15/2025jfielding

SHARED USE PATH

PAVEMENT WIDENING

FRICTION COURSE FC-9.5 (TRAFFIC C) (PG 76-22) (1")

TYPE SP STRUCTURAL COURSE (TRAFFIC C) (PG 76-22) (2")

OPTIONAL BASE GROUP 9

")2

TYPE SP STRUCTURAL COURSE (TRAFFIC C) (1

OPTIONAL BASE GROUP 1

Natural Ground

STANDARD CLEARING AND GRUBBING

R/W VARIES (47' MIN.)

R/W LINE

R/W VARIES (47' MIN.)

VARIES (± 0'-24')

MILLING & RESURFACING

LANE

TRAVEL

± 11'

(MIN)

SHLDR

6'

4"

LBR 40

12" TYPE B STABILIZATION

� CR 83A

(TYP.)

SHLDR

6'

R/W LINE

LIMITS OF CONSTRUCTION

EXIST.

MATCH

EXIST.

MATCH

LANE

TRAVEL

± 11'

(0'-13' TYP.)

PAVT WIDENING

0.02

8' (AUX. LANE)

CLEAR ZONE

APPLICABLE

1:3

Natural Ground

TYPICAL SECTION

CR 83A

STA. 101+50.00 TO STA. 105+16.71

4"

2' SOD

PATH

USE

SHARED

8'

0.02 0.02 0.02

SOD

SOD

MILLING & RESURFACING

FRICTION COURSE FC-9.5 (TRAFFIC C) (PG 76-22) (1")

MILL EXISTING ASPHALT PAVEMENT (1" AVG DEPTH)

TYPE I, OPTION II

4' CONC. TRAFFIC SEPARATOR

LANE

TURN

± 11'

Approved 2025-A-390-00022

U

U

U

U

GAS

WATER

U

U U

WATER

WATER

U

C

WATER

WATERWATER

WATER

WATER

WATER

C

U

WATER

C

C

WATERWATER

WATER

GAS

U

U

U

WATER

WATER

U

U U

WATER

WATER

U

U

BEGIN PROJECT

BEGIN CONSTRUCTION

STA. D 1405+61.87

N °2

'4

"E

S68°40'59"E

BEGIN CONSTRUCTION

STA. 101+50.00

END PROJECT

END CONSTRUCTION

STA. D 1414+28.27

5/8" IRC SSMC TRAV

STA. 1406+85.53

OFF. = 33.15' LT.

X = 1442415.45'

Y = 552991.02'

EL. = 66.47'

5/8" IRC SSMC TRAV

STA. 1412+26.54

OFF. = 27.08' LT.

X = 1442917.23'

Y = 552788.69'

EL. = 66.21'

5/8" IRC SSMC TRAV

STA. 1417+26.65

OFF. = 27.78' LT.

X = 1443383.38'

Y = 552607.54'

EL. = 63.65'

MAG NL WITH DISK

STA. 100+31.27

OFF. = 21.04' RT.

X = 1442742.96'

Y = 552214.44'

EL. = 67.64'

8 9

STATION EQUATION

STA. 1412+43.71 � SR 20 =

STA. 106+02.86 � CR 83A

1405 1410 14151410

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETWALTON COUNTY

BOARD OF COUNTY COMMISSIONERS

PANHANDLE ENGINEERING & CONST.

79082LICENSE NUMBER:

JOHN C. FIELDING, P.E.

T H

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PROJECT LAYOUT

AL-SR20 - PLAYOUT [SHEET] : P:\PECS Engineering\Worksets\FDOT\22-018-02 SR20 at W Bay Loop - WalCo\Roadway\PLAYRD01.dgn

4:09:51 PM5/15/2025jfielding

Approved 2025-A-390-00022

DATE DESCRIPTION

NO.

SHEETWALTON COUNTY

BOARD OF COUNTY COMMISSIONERS

PANHANDLE ENGINEERING & CONST.

79082LICENSE NUMBER:

JOHN C. FIELDING, P.E.

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

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T R

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IC

F

IL

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GENERAL NOTES

GENERALNOTES : P:\PECS Engineering\Worksets\FDOT\22-018-02 SR20 at W Bay Loop - WalCo\Roadway\GNNTRD01.dgn

4:09:57 PM5/15/2025jfielding

772-643-5001SHELBY FERGUSONFLOCK SAFETY

850-878-8595, ext. 528COLLIN JOHNSONLUMEN

251-214-7059CHARLIE CROFTUNITI FIBER

50-729-47008SHAWN CROFTOKALOOSA GAS DISTRICT

800-624-9675, ext. 2MCI UO1MCI

850-880-6553LARRY TUGGLECITY OF FREEPORT

850-599-1444BILL MCCLOUDCENTURYLINK

850-307-1199DERRICK MARSHALLCHELCO, INC.

PHONECONTACTCOMPANY

UTILITY OWNERS:

4770 SO THE UTILITY OWNERS CAN SPOT VERIFY AND/OR EXPOSE UTILITIES.

NOTIFY ALL UTILITY OWNERS AT LEAST 48 HOURS PRIOR TO ANY CONSTRUCTION BY CALLING SUNSHINE ONE CALL 811 OR 800-432-15.

STRUCTURES.

VERIFY AND FIELD STAKE THE LOCATION OF THE LIMITS OF CONSTRUCTION AND FRONT SLOPE PRIOR TO PLACING DRAINAGE 14.

REPLACE EXISTING MAILBOXES DAMAGED BY CONSTRUCTION.13.

RESTORE VEGETATION ON R/W AND EASEMENTS VIA SOD STRIPS UNLESS OTHERWISE NOTED IN THE PLANS.12.

CLOSURES.

MAINTAIN ONE LANE OF TRAVEL AT ALL TIMES. OBTAIN THE APPROVAL OF THE PROJECT ADMINISTRATOR PRIOR TO ANY LANE 11.

ROUTING. REPLACE ANY SIGNS DAMAGED BY CONSTRUCTION OPERATIONS.

MAINTAIN THE VISIBILITY OF STREET NAME SIGNS DURING CONSTRUCTION TO FACILITATE EMERGENCY VEHICLE ACCESS AND 10.

MAINTAIN ACCESS TO SIDE STREETS AND DRIVEWAYS DURING CONSTRUCTION.9.

EXERCISE CAUTION WHEN WORKING WITHIN THE VICINITY OF OVERHEAD TRANSMISSION LINES OR UNDERGROUND UTILITIES.8.

EXISTING DRAINAGE FEATURES SHALL REMAIN UNLESS OTHERWISE NOTED.7.

REFERENCED, NOTIFY THE ENGINEER AND COUNTY SURVEYOR IMMEDIATELY.

PROJECT LIMITS SHALL BE PROTECTED. IF A CORNER MONUMENT IS IN DANGER OF BEING DESTROYED AND HAS NOT BEEN PROPERLY

PRESERVE OR RELOCATE ALL BENCHMARKS AS NEEDED DURING CONSTRUCTION. ANY PUBLIC LAND CORNER MONUMENTS WITHIN THE 6.

THE COUNTY PRIOR TO CONSTRUCTION.

OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. ANY REQUIRED WETLAND OR STORMWATER PERMITS WILL BE OBTAINED BY 5.

ASSOCIATED DISTURBED SOIL AREAS ARE STABILIZED UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

SEDIMENT CONTROL INSPECTORS MANUAL, LATEST EDITION. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL

DURING CONSTRUCTION BY PROVIDING SILT FENCE AND/OR STAKED HAY BALES AS REQUIRED BY THE FLORIDA STORMWATER, EROSION, AND

TAKE ALL STEPS NECESSARY TO PREVENT EROSION AND ANY OFFSITE SEDIMENT TRANSPORT RESULTING FROM INCREASED RUNOFF 4.

PATCH OR RECONSTRUCT ALL ROADS DAMAGED BY CONSTRUCTION.3.

POINTS SHOWN. INTERPOLATIONS BETWEEN THESE POINTS HAVE NOT BEEN VERIFIED.

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

THE LOCATIONS OF THE UTILITIES SHOWN IN THE PLANS (INCLUDING THOSE DESIGNATED Vv, Vh, AND Vvh) ARE BASED ON LIMITED I2.

NOTIFY THE PROJECT ADMINISTRATOR OR DESIGNER 48 HOURS PRIOR TO CONSTRUCTION.1.

PROJECT NOTES:

(850) 638-0790

CHIPLEY, FL 32428

1130 US HWY 90

SOUTHEASTERN SURVEYING AND MAPPING CORPORATION (SSMC)

P.S.M. NO. LS6746

LEE ANDERSON, P.S.M.

AND MAPPER OF RECORD IS:

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

ALL SURVEY INFORMATION WAS OBTAINED FROM A LICENSE FLORIDA PROFESSIONAL SURVEYOR AND MAPPER AND UTILIZED AS 1.

SURVEY NOTES:

OF THE 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 10.

MORE DETAILS AT 850- 836-5790 OR 850-836-5742.

WORK STARTING. ALLOW UP TO 2 WEEKS FOR LANE CLOSURE APPROVAL PROCESS.”CONTACT LOCAL PERMIT’S OFFICE FOR ALL LANE AND SHOULDER CLOSURES MUST BE REQUESTED IN WRITING AND APPROVED A MINIMUM OF 48 HOURS PRIOR TO 9.

INCH OR 90 MILS TO 0.12 INCH OR 120 MILS WHEN MEASURED ABOVE THE PAVEMENT SURFACE.

PAVEMENT SURFACE. MARKINGS OTHER THAN LONGITUDINAL LINES, WHEREVER LOCATED, WILL HAVE A THICKNESS OF 0.09 THICKNESS OF 0.10 INCH OR 100 MILS AND A MAXIMUM THICKNESS 0.15 INCH OR 150 MILS WHEN MEASURED ABOVE THE APPLY OR RECAP STANDARD THERMOPLASTIC PAVEMENT MARKINGS FOR LONGITUDINAL LINES TO ATTAIN A MINIMUM 8.

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

FOLLOW THE MANUFACTURER’S RECOMMENDATIONS FOR SURFACE PREPARATION FOR THERMOPLASTIC ON CONCRETE.

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

711-4.1 STATES; “WAIT AT LEAST 14 DAYS AFTER CONSTRUCTING THE FINAL ASPHALT SURFACE COURSE TO PLACE 001 AND SECTION 711 OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD & BRIDGE CONSTRUCTION”. STANDARD SPEC ALL STRIPING WITHIN FDOT RIGHT OF WAY SHALL BE THERMOPLASTIC AND ADHERE TO FDOT STANDARD PLANS INDEX 711-7.

STANDARD SPECIFICATIONS FOR ROAD & BRIDGE CONSTRUCTION.

REPAIRED BY SEEDING OR HYDRO-SEEDING. SEE FDOT STANDARD PLANS INDEX 570-010 AND SECTION 570 OF THE FDOT SOD AREAS WITHIN 32” OF EDGE OF PAVEMENT & SLOPES GREATER THAN 1:3. OTHER DISTURBED AREAS MAY BE 6.

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

WORK MEETING. QUALITY CONTROL TESTING SHALL BE PERFORMED BY FDOT CERTIFIED TECHNICIANS AND TESTING CONTRACTOR MUST SUBMIT A QUALITY CONTROL PLAN FOR FDOT REVIEW AND APPROVAL BEFORE OR AT THE REQUIRED PRE-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.

FIRM, 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 3.

DIRECTED BY THE PERMITS MANAGER.

OR ANY OTHER CATASTROPHIC EVENT AND SHALL REMAIN OPEN FOR THE DURATION OF THE EVACUATION OR EVENT AS ALL LANES MUST BE OPENED TO TRAFFIC WITHIN 12 HOURS AFTER RECEIVING NOTIFICATION OF A HURRICANE EVACUATION 2.

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

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

FDOT NOTES:

Approved 2025-A-390-00022

C

WATER

WATER

N 10 40

Feet

� SR 20

EXIST. R/W

EXIST. R/W

LEGEND

PAVEMENT WIDENING

MILLING & RESURFACING

FOR RIGHT TURN LANE

PAVEMENT WIDENING

+97.35

15.89' RT.

+97.20

31.64' RT.

+61.87

10.90' RT.

+61.87

27.90' RT.

SHOULDER

WIDENING. REMOVE EXIST. PAVED

TRAVEL FOR LANE PAVEMENT

SAWCUT PAVEMENT AT EDGE OF

& RESURFACING

LIMITS OF MILLING

SAWCUT FOR PAVEMENT WIDENING

FREEPORT RECYCLE

VOLTAGE: <50 kV

EXIST. O.E. (CHELCO)

VOLTAGE: <50 kV

EXIST. O.E. (CHELCO)

BEGIN PROJECT

BEGIN CONSTRUCTION

STA. D 1405+61.87

SR 20

55 MPH

5' ASPHALT APRON FOR DRIVEWAY

1406 1407 1408 1409 1410 1411

S68°40'59"E

14101410

+91.24

29.87' RT.

+86.20

34.83' RT.

LIMITS OF CONSTRUCTION

NOTE: SAWCUT PAVEMENT AT EDGE OF TRAVEL LANES AND ENSURE EXISTING WHITE

EDGE LANE REMAINS DURING CONSTRUCTION. REMOVE EXISTING PAVED SHOULDER

AND BASE MATERIAL FOR PAVEMENT WIDENING. MILL AND RESURFACE WHITE EDGE

LINE DURING FRICTION COURSE TIE-IN.

LINE

FLOW

DITCH

+06.80

28.28' RT.

+11.76

33.33' RT.

DRIVEWAY (TO REMAIN)

FREEPORT RECYCLE

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETWALTON COUNTY

BOARD OF COUNTY COMMISSIONERS

PANHANDLE ENGINEERING & CONST.

79082LICENSE NUMBER:

JOHN C. FIELDING, P.E.

T H

E O

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ROADWAY PLAN

SR20 - 1 [SHEET] : P:\PECS Engineering\Worksets\FDOT\22-018-02 SR20 at W Bay Loop - WalCo\Roadway\PLANRD01.dgn

4:10:06 PM5/15/2025jfielding

Approved 2025-A-390-00022

WATERWATER

GAS

U

U

U

WATER

WATER

U

U U

N 10 40

Feet

N °2

'4

"E

S68°40'59"E

VOLTAGE: <50 kV

EXIST. O.E. (CHELCO)

VOLTAGE: <50 kV

EXIST. O.E. (CHELCO)

+89.08

34.97' RT.

+33.04

79.28' RT.

+69.57

59.50' RT.

+09.56

18.92' RT.

RW: +94.95

47.00' RT.

RW: +94.95

47.00' RT.

RW: +23.76

47.00' RT.

RW: +16.06

50.00' RT.

+28.27

18.92' RT.

+83.66

65.70' RT.

.0

R

.0

.0

49.21' 50.78'

8' SHARED USE PATH

(SEE PROJECT DETAILS)

6" THK CONC. LANDING

(SEE PROJECT DETAILS)

6" THK CONC. LANDING

(SEE PROJECT DETAILS)

6" THK CONC. LANDING

& RESURFACING

LIMITS OF MILLING

& RESURFACING

LIMITS OF MILLING

5' PVD SHLDR

ACCELERATION TAPER

SAWCUT & REMOVE

(REMOVE)

EXIST. 18" PIPE

� SR 20

� CR 83A

END PROJECT

END CONSTRUCTION

STA. D 1414+28.27

STA. 1412+43.71 � SR 20 =

STA. 106+02.81 � CR 83A

LEGEND

PAVEMENT WIDENING

MILLING & RESURFACING

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

FOR RIGHT TURN LANE

PAVEMENT WIDENING

SHARED USE PATH

VACANT PARCEL

VACANT PARCEL

VACANT PARCEL

MATCH LINE - SHEET 10

SR 20

55 MPH

C R

A

(W

B

A Y

L

O O

P

M

P H

+57.56

18.36' RT.

+57.08

68.29' RT.

SAWCUT FOR WIDENING

(TO REMAIN)

EXIST. 18" PIPE

.0

R 40.00'

R

+47.52

56.17' RT.

+43.52

56.23' RT.

4' CONC. TRAF SEP

1412 1413 1414 1415 1416 14171415

TCE: +94.95

53.00' RT.

TCE: +23.76

53.00' RT.

LIMITS OF CONSTRUCTION

DITCH FLOW LINE

DRAINAGE INFORMATION.

DRAINAGE PROFILE SHEETS FOR

SEE DRAINAGE STRUCTURES AND

DRIVEWAY (TO REMAIN)

VACANT PARCEL

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETWALTON COUNTY

BOARD OF COUNTY COMMISSIONERS

PANHANDLE ENGINEERING & CONST.

79082LICENSE NUMBER:

JOHN C. FIELDING, P.E.

T H

E O

F F

IC

IA

L R

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O R

D O

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SR21 - 1 [SHEET] : P:\PECS Engineering\Worksets\FDOT\22-018-02 SR20 at W Bay Loop - WalCo\Roadway\PLANRD01.dgn

4:10:13 PM5/15/2025jfielding

Approved 2025-A-390-00022

M A

T C

H

L I N

E

S

H E

E T

EXIST. R/W

EXIST. R/W

& RESURFACING

LIMITS OF MILLING

PAVEMENT WIDENING FOR RIGHT TURN LANE

8' SHARED USE PATH

100 101 102 103 104

N20°29'46"E

100100100

BEGIN CONSTRUCTION

BEGIN MILLING & RESURFACING

BEGIN PAVEMENT WIDENING

STA. 101+50.00

+50.00

26.19' RT. +90.00

39.00' RT.

+90.00

25.00' RT.

VOLTAGE: <50 kV

EXIST. O.E. (CHELCO)

LEGEND

PAVEMENT WIDENING

MILLING & RESURFACING

SHARED USE PATH

EXIST. ASPH SHARED USE PATH

CR 83A (W BAY LOOP)

45 MPH

VACANT PARCEL

TRAILER PARK

.5

.4

(TO REMAIN)

EXIST. 18" PIPE

N

10 40

Feet

+00.00

1.00' LT.

+00.00

3.00' RT.

4' CONC TRAF. SEP

DITCH FLOW LINE

LIMITS OF CONSTRUCTION

DRIVEWAY (TO REMAIN)

TRAILER PARK

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETWALTON COUNTY

BOARD OF COUNTY COMMISSIONERS

PANHANDLE ENGINEERING & CONST.

79082LICENSE NUMBER:

JOHN C. FIELDING, P.E.

T H

E O

F F

IC

IA

L R

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CR83A [SHEET] : P:\PECS Engineering\Worksets\FDOT\22-018-02 SR20 at W Bay Loop - WalCo\Roadway\PLANRD01.dgn

4:10:15 PM5/15/2025jfielding

Approved 2025-A-390-00022

GAS

U

U

U

WATER

WATER

U

U U

R

1411 1412 1413 1414

S68°40'59"E

S-01

S-02 S-03P-

N

� SR 20

� CR 83A

N °2

'4

"E

Node-7

Node-6 Node-5

Node-4

Node-1

Node-2

Node-3

P-02

1" = 4' Vertical

1" = 40' Horizontal

SCALE

60 60

64 64

68 68

0 1

DIRECTLY ABOVE PIPE

EXISTING GROUND

DIRECTLY ABOVE PIPE

FINISHED GRADE

S-03

S-02

S-01

P-01 P-02

BFOC

Node-1

BFOC

Node-2

BFOC

Node-3 WM

Node-4

BFOC

Node-5

4" GM

Node-6

WM

Node-7

DATE DESCRIPTION

NO.

SHEETWALTON COUNTY

BOARD OF COUNTY COMMISSIONERS

CONSOR NORTH AMERICA, INC.

79361LICENSE NUMBER:

ERIC K. NELSON, JR., P.E.

T H

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DRAINAGE STRUCTURES

DRAINAGE STRUCTURES [SHEET] : c:\pw_work\american-pw-01\d0948507\DRXSRD01.dgn

4:10:18 PM5/15/2025jfielding

(Out) P-02

(In) P-01

63.1266.213.5' DIA.MANHOLE TYPE 718.67105+77AL-CR83AS-02

(Out) P-01

63.2365.18SLOT WITH CONCRETE APRON

TRAVERSABLE INLET WITHOUT DBI TYPE C-40.59105+49AL-CR83AS-01

Label -Pipe-

(ft) Invert)

(Structure Elevation

Sump

(ft) Elevation

Point Reference

Remarksseries) Notes FDOT Standard Plans (400 index

Dimensions Bottom Structure Type

(ft) Offset

Baseline

(ft) Station

Baseline

Feature Baseline Label

Structure Data

63.07CD MES 1:450.07105+64AL-CR83AS-03

Remarks series) Notes

Plans (400 index FDOT Standard

(ft) (Invert)

Elevation Structure Type

(ft) Offset

Baseline

(ft) Station

Baseline

Feature Baseline Label

Endwall and MES Data

ERCP, CLASS II63.07S-0363.12S-0214x23 inch291P-02

ERCP, CLASS II63.12S-0263.23S-0114x23 inch631P-01

Optional Pipe (ft)

Invert Stop

(Lower) Node Stop

(ft) Invert Start

(Upper) Node Start

Size (ft)

(Construction) Length

B a rr e ls

Label

Pipe Data

552705.851442958.4048.47105+64.98AL-CR83AS-03WMNode-7

552712.161442951.3239.63105+68.42AL-CR83AP-024" GMNode-6

552723.801442893.27-18.83105+59.00AL-CR83AP-01BFOCNode-5

552723.441442888.69-22.99105+57.05AL-CR83AP-01WMNode-4

552721.861442869.09-40.79105+48.71AL-CR83AS-01BFOCNode-3

552721.831442868.79-41.07105+48.58AL-CR83AS-01BFOCNode-2

552723.941442867.48-43.03105+50.10AL-CR83AS-01BFOCNode-1

Notes(ft) Y

(ft) X

(ft) Offset

Baseline

(ft) Station

Baseline

Feature Baseline ConflicterConflicteeLabel

Utilities In Close Proximity To Drainage Features

Approved 2025-A-390-00022

1" = 4' Vertical

1" = 40' Horizontal

SCALE

56 56

60 60

64 64

68 68

72 72

1407 1408 1409 1410 1411 1412

(-)0.134% (-)0.302%

(-)1.273%

BEGIN DITCH PROFILE RT

STA. 1408+06.98

EL. 67.20'

END DITCH PROFILE RT

STA. 1412+03.91

EL. 65.18'

DITCH VPI RT

STA. 1411+00.19

EL. 66.50'

DITCH VPI RT

STA. 1409+15.30

EL. 67.06'

PROPOSED DITCH RT @ � SR 20

EXISTING GROUND @ � SR 20

1" = 4' Vertical

1" = 40' Horizontal

SCALE

56 56

60 60

64 64

68 68

72 72

1413 1414 1415 1416 1417

(-)0.052%

BEGIN DITCH PROFILE RT

STA. 1412+93.68

EL. 63.07'

END DITCH PROFILE RT

STA. 1414+28.27

EL. 63.00'

PROPOSED DITCH RT @ � SR 20

EXISTING GROUND @ � SR 20

DRAINAGE PROFILES

DRAINAGE PROFILE - SR 20 [SHEET] : c:\pw_work\american-pw-01\d0948507\PROFRD01.dgn

4:10:22 PM5/15/2025jfielding

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETWALTON COUNTY

BOARD OF COUNTY COMMISSIONERS

CONSOR NORTH AMERICA, INC.

79361LICENSE NUMBER:

ERIC K. NELSON, JR., P.E.

T H

E O

F F

IC

IA

L R

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O R

D O

F T

H

IS

S H

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T I

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-2

.0

F

.A .C

1" = 4' Vertical

1" = 40' Horizontal

SCALE

48 48

52 52

56 56

60 60

64 64

68 68

72 72

76 76

80 80

101 102 103 104 105 106

BEGIN DITCH…