Approved_Permit_Package_-_FDOT_Drainage.pdf

RULE 14-86.004, F.A.C. STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION

DRAINAGE CONNECTION PERMIT

850-040-06

ROADWAY DESIGN

02/19

To be completed by DOT

Drainage Connection Permit No. Date

Received By Maintenance Unit

State Road No. Work Program Project No.

Section No. Construction Project No.

Milepost Station

Instructions for Drainage Connection Permit

Pursuant to 14-86.004(5), F.A.C. Once approved by the Department, the drainage connection application and supporting documents become the Drainage Connection Permit.”

Each completed Drainage Connection Permit package shall include the following items. If an item does not apply to your project, indicate “Not Applicable” or “N/A.”

Included Part Title Completed by: Special Instructions 1 Permit Information Sheet Applicant 2 Certification by a Licensed

Professional Licensed Professional

Signed and Sealed

3 Certification Applicant Signature 4 Owner’s Authorization of a

Representative Owner Signature

5 Affidavit of Ownership or Control and Statement of Contiguous Interest

Owner Signature

6 Permit General Conditions FDOT 7 Permit Special Conditions FDOT 8 As-Built Certification Licensed

Professional Signed and Sealed – Submit within 15 working days of completion of construction

Attachment Legal Description Attachment Photographs of Existing

Conditions Attachment Location Map Attachment Grading Plan

Licensed Professional

Signed and Sealed Attachment Soil Borings Attachment Water Table / Percolation Attachment Calculations Attachment CD with Electronic Files of all

Submittal Items Scanned Images in pdf format

Note: Different Licensed Professionals may complete parts of the permit package. For example, the Licensed Professional signing and sealing the as-built certification may be different from the Licensed Professional who signed and sealed the calculations for the permit package.

EXCEPTIONS: Activities that qualify for an Exception are listed in Rule 14-86, F.A.C. A permit application to the Department is NOT required. However, if you desire verification whether the work qualifies for an exception, send a completed copy of this permit package with its requested information to the applicable FDOT District Office.

2024-D-297-00031

6.797

8/21/2024

St Augustine MaintenanceOne-Stop Permitting System

Approved 2024-D-297-00031 Christopher Pogue

4/17/2025

850-040-06

ROADWAY DESIGN

02/19

PART 1 – Permit Information Sheet

Select one: Permit Exception

Pursuant to 14-86.002(2), F.A.C. “Applicant means the owner of the adjacent property or the owner’s authorized representative.”

Applicant

Select one: Property Owner Owner’s Representative (Complete Part 4)

Name:

Title and Company:

Address:

City: State: Zip:

Telephone: FAX: Email:

Property Owner (If not applicant)

Name:

Title and Company:

Address:

City: State: Zip:

Telephone: FAX: Email:

Applicant's Licensed Professional

Name: Florida License Number:

Title and Company:

Address:

City: State: Zip:

Telephone: FAX: Email:

Project Information:

Project Name:

Location:

STREET SR. NO. US HWY NO. CITY

COUNTY SECTION(S) TOWNSHIP(S) RANGE(S)

*Geographic Coordinates: Latitude (DMS.SSS): Longitude (DMS.SSS):

Benchmark Horizontal Datum: (/ .)

* State Plane Coordinates: Northing Easting:

Projection Zone: Florida North Florida East Florida West

Coordinate shall be the center of the driveway intersection with FDOT R/W, or, if there is no driveway connection, near the center of the property line nearest the state highway.

*Check with the FDOT Office for requirement.

32258

14775 Old St Augustine Road

Jacksonville

ENGLAND-THIMS & MILLER INC.

-81.7061105702069

32043

SR 15

30.0913515210401

(904) 504-6970 ext. ______

SR-15 - Clay County Signalized Directionalized Median @ Radar Rd. (Fleming Island).

(904) 504-6970 ext. ______

TATE MADDEN

Florida

5 Esplanade Avenue

Florida

Transportation Engineer, England-Thims & Miller Inc.

96205 richard.smith@claycountygov.com

Clay

Director Engineering and Traffic Operations, Clay County

32258

FloridaGreen Cove Springs

Jacksonville maddent@etminc.com

(904) 679-8292 ext. ______

14775 Old St Augustine Road maddent@etminc.com

Richard Smith

Tate Madden

Approved 2024-D-297-00031

RULE 14-86.004, F.A.C.

STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION

850-040-06

ROADWAY DESIGN

02/19

Brief description of facility and proposed connection:

Briefly describe why this activity requires a Drainage Connection Permit (Include where the stormwater will discharge to FDOT right of way):

Minor modifications to the drainage calculations associated with the Grace Anglican church pond which discharges to FDOT Right of Way.

Proposed/future signalized directional median opening on US 17 at the Radar Road/Pine Forest Drive intersection

Approved 2024-D-297-00031

850-040-06

ROADWAY DESIGN

02/19

PART 2 Certification by a Licensed Professional

In accordance with Rule 14-86, Florida Administrative Code (F.A.C.), I hereby certify that the following requirements are and/or will be met.

This project has been designed in compliance with all applicable water quality design standards as required by state or federal governmental entity(ies).

14-86.004(3)(f) (F.A.C.): Certification by a Licensed Professional that the complete set of plans and computations complies with one of the following Rules Sections:

14-86.003(2)(a) (F.A.C.), or 14-86.003(2)(b) (F.A.C). (check one)

I further certify that a National Pollutant Discharge Elimination System (NPDES) permit for stormwater discharges associated with industrial activity from construction sites is required is not required. (check one)

I am aware that there are significant penalties for submitting false information, including the possibility of fines and imprisonment.

This certification shall remain valid for any subsequent revision or submittal of plans, computation or other project documents by me.

Name of Licensed Professional:

Florida License Number:

Company Name (if applicable):

Certificate of Authorization Number (if applicable):

Address:

City: State: Zip:

Telephone: Fax: Email:

Signature of Licensed Professional

Date

(Affix Seal)

96205 maddent@etminc.com

England-Thims & Miller Inc.

Jacksonville 14775 Old St Augustine Road

(904) 504-6970 ext. ______

Florida 32258

Tate Madden

X

X

8/21/2024

Approved 2024-D-297-00031

Approved 2024-D-297-00031

850-040-06

ROADWAY DESIGN

02/19

PART 6 Permit General Conditions

1. This permit is a license for permissive use only and does not convey any property rights either in real estate or material, or any exclusive privilege and it does not authorize any injury to private property or invasion of private rights, or any infringement of Federal, State or local laws, rules or regulations; nor does it obviate the necessity of obtaining any required state or local approvals.

2. The drainage connection as authorized herein shall be constructed and thereafter maintained in accordance with the documents attached hereto and incorporated by reference herein. 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. Such construction shall be subject to the inspection and approval of the Department, and the Department may at any time make such inspections as it deems necessary to assure that the drainage connection is in compliance with this permit.

3. The entire expense of construction within the Department right of way, including replacement of existing pavement or other existing features, shall be borne by the permittee.

4. The permittee shall maintain that portion of the drainage connection authorized herein located on p property in good condition. The Department shall maintain that portion of the drainage connection authorized herein located within its right of way.

5. If the drainage connection is not constructed, operated or maintained in accordance with this permit, the permit may be suspended or revoked. In this event modification or removal of any portion of the drainage connection from the Department's right of way shall be at the permittee's expense.

6. The Department reserves the right to modify or remove the drainage connection to prevent damage or in conjunction with road improvements.

7. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the Department's right, title, and interest in the land to be entered upon and used by the permittee, and the permittee will, at all times, assume all risk of and indemnify, defend and save harmless the Department from and against any and all loss, damage, cost or expense arising in any manner on account of the exercise or attempted exercises by said permittee of these rights and privileges, regardless of the respective degrees of fault of the parties.

8. Utilities, including gas lines, may exist within the right of way. Prior to beginning work the permittee shall contact Sunshine State One Call of Florida, Inc at 811 or 800-432-4770, who will notify all utility owners near the scheduled project. The utility owners have two (2) full business days to provide locations of their respective facilities. The permittee shall be solely responsible for any damage to or conflicts with gas lines, utilities and/or third persons.

9. The permittee shall notify the Department of Transportation Maintenance Office located at Phone 48 hours in advance of starting any work on the drainage connection authorized by this permit and also 24 hours prior to any work within the right of way. Construction of any work on the right of way shall be completed within days after such notification. If such construction is not completed within days after such notification, the permittee shall notify the Department of the anticipated completion date.

10. This permit shall expire if construction on the drainage connection is not begun within one year from the date of approval and if construction on the drainage connection is not completed by (Date) .

11. A permittee may request an extension of the Drainage Connection Permit expiration date by filing a written request for a permit time extension. All requests for time extensions must be received by the Department 15 working days prior to the expiration date.

12. All the provisions of this permit shall be binding on any assignee or successor in interest of the permittee.

(904) 825-5036 ext. ______

St Augustine Maintenace

4/17/2026

Approved 2024-D-297-00031

850-040-06

ROADWAY DESIGN

02/19

PART 7 Permit Special Conditions To be completed by FDOT

The above request has been reviewed and has been found to meet the regulations as prescribed in Rule 14-86, F.A.C., and is hereby approved, subject to the following special conditions:

Department of Transportation:

Signature

Title Date

Christopher Pogue

MAINTENANCE MANAGER/PERMITS 4/17/2025

See Attachment for instructions on how to proceed prior to starting proposed work within FDOT Right of Way. If you are unable to reach the assigned, please contact the St. Augustine Maintenance, Permits Office at 904-825-5036

Approved 2024-D-297-00031

850-040-06

ROADWAY DESIGN

02/19

PART 8 As-Built Certification

Within 15 working days of completion of construction, you must send this certification to the Department office in which you filed your DOT Drainage Permit.

1. STORMWATER FACILITY INFORMATION

Permit No.:

Source (Project) Name:

Source Location: Street

City: County:

Source Owner:

Owner Address:

2. AS-BUILT CERTIFICATION

I hereby certify that this stormwater facility has been built substantially in accordance with the certified design plans, and that any substantial deviations (noted below) will not prevent the facility from functioning in compliance with the requirements of Chapter 14-86 F.A.C. when properly maintained and operated. These determinations have been based upon on-site observation of construction, scheduled and conducted by me or by a project representative under my direct supervision.

Name of Licensed Professional:

Florida License Number:

Company Name (if applicable):

Certificate of Authorization Number (if applicable):

Address:

City: State: Zip:

Telephone: Fax: Email:

Signature of Licensed Professional

Date

(Affix Seal)

Substantial deviations from the approved plans and specifications (attach additional sheets if required).

St. Augustine Maintenance

WWW.FDOT.GOV

All work performed within the department’s right-of-way shall conform to the most current edition of the following publications:

o Standard Specifications for Road and Bridge Construction (English).

o FDOT Standards Index (English) o FDOT Plans Prep Manual o FDOT Flexible Pavement Design Manual for New Construction and

Pavement Rehabilitation

(Should a conflict arise between the details shown in the plans and the

Department of Transportation Standards the Engineer/Applicant shall immediately confer with the Department’s engineer to resolve the discrepancy.)

All disturbed area with the department’s right-of-way will restored to original or better condition by grading and sodding the area disturbed (Bermuda in urban, Bahia in rural).

Per the UAM clearing of trees is not authorized for installation of utilities.

Burning of any material or debris is prohibited in FDOT right-of-way.

All lanes must be opened for traffic during an evacuation notice of a hurricane or other catastrophic event and shall remain open for the duration of the evacuation or event.

Contact Clay County Traffic Division, Jessee Bufford (904)529-3654 for work within/between/near traffic controlled intersections (possible interconnect)

Provide as built plans after permit project completion.

Any disturbed areas will be restored with sod or like material immediately.

Any disturbed sidewalk will be restored to current standards in original or better condition within 24 hours.

No Hay Bales for erosion or sedimentation controls are allowed in the FDOT Right of Way.

This permit covers work within FDOT Right of Way only.

All direction boring will be in accordance with FDOT Specification 555 latest edition.

Complete HDD Bore Log and submit upon completion.

Lane Closure Template:

Any lane closure request may require 2 weeks’ notice for approval and may be restricted to night work only.

Please send the information below to the assigned FDOT Inspector/Coordinator the week prior to the proposed closure for review and approval. All requests need to be submitted by Wednesday at 5:00 the week prior. Late submittals will not be approved. Any questions/concerns, please contact the St. Augustine Permits Office at 904-825-5036.

Permit Number:

County:

Road Name:

Nearest Cross Street:

What Direction:

What lane:

Start Date:

End Date:

Start Time:

End Time:

Reason for closure:

Point of Contact:

Company:

Mobile Number:

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RADAR ROAD IMPROVMENTS

CONTRACT PLANS

COMPONENTS OF CONTRACT PLANS SET

KEY SHEET OF EACH COMPONENT

A DETAILED INDEX APPEARS ON THE

NO.

SHEET

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, June 2024 Standard Specifications

GOVERNING STANDARD PLANS:

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

ENGINEER OF RECORD:

ROADWAY PLANS

N

14775 OLD ST. AUGUSTINE ROAD

JACKSONVILLE, FLORIDA 32258

TATE C. MADDEN, P.E.

P.E. LICENSE NO.: 96205

ENGLAND-THIMS & MILLER, INC.

ROADWAY

R -2

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T-5-S

T-4-S

T-5-S

T-4-S

� CONST. RADAR ROAD

STA. 119+81.25

END PROJECT

� CONST. RADAR ROAD

STA. 100+32.08

BEGIN PROJECT

LOCATION OF PROJECT

SIGNALIZATION PLANT-1 - T-12

SIGNING & PAVEMENT MARKING PLANS 46

UTILITY ADJUSTMENT PLAN 45

SUMMARY OF VERIFIED UTILITIES44

24 - 43 TEMPORARY TRAFFIC CONTROL PLAN

23 TEMPORARY TRAFFIC CONTROL GENERAL NOTES

21 - 22 EROSION CONTROL PLAN

18 - 20 STORMWATER POLLUTION PREVENTION PLAN

ROADWAY SOIL SURVEY 17

CONTROL STRUCTURES 16

POND DESIGN15

ROADWAY CROSS SECTION14

SUMMARY OF DRAINAGE STRUCTURES 13

GEOMETRY DETAIL12

ROADWAY PLAN & PROFILE10 - 11

GENERAL NOTES9

PROJECT LAYOUT8

TYPICAL SECTIONS5 - 7

DRAINAGE MAP 3 - 4

SIGNATURE SHEET2

KEY SHEET1

R -2

-E

R -2

-E

Approved 2024-D-297-00031

STATE OF

No 87860

ESNECIL

CNALBEL ECIRALC NNAIRDA

REENIGNE LANOISSEFORP

STATE OF

No 96205

ESNECIL

NEDDAM ELBAC ETAT

REENIGNE LANOISSEFORP

FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.003, F.A.C.

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

P.E. LICENSE NO. 96205

TATE CABLE MADDEN, P.E.

CA - 00002584 LC - 0000316

TEL: (904) 642-8990

Jacksonville, FL 32258 14775 Old St. Augustine Road

ENGLAND-THIMS & MILLER, INC.

IN THE ELECTRONIC DOCUMENTS.

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 61G15-23.003, F.A.C.

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

SHEET DESCRIPTIONSHEET NO.

P.E. LICENSE NO. 87860

ADRIANN C. LEBLANC, P.E.

CA - 00002584 LC - 0000316

TEL: (904) 642-8990

Jacksonville, FL 32258 14775 Old St. Augustine Road

ENGLAND-THIMS & MILLER, INC.

IN THE ELECTRONIC DOCUMENTS.

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

STATE OF

No 87860

ESNECIL

C N

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NIGNE LANOIS

SEF

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SIGNALIZATION PLANS

SIGNATURE SHEET

STATE OF

No 96205

ESNECIL NE

DDAM ELBAC ET

A T

R E

E

NIGNE LANOIS

SEF

O R

P

ADIROL

F

SHEET DESCRIPTIONSHEET NO.

FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.003, F.A.C.

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

IN THE ELECTRONIC DOCUMENTS.

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

ROADWAY SOIL SURVEY

P.E. LICENSE NO. 41986

P. RODNEY MANK, P.E.

TEL: (904) 519-6990

Jacksonville, FL 32207 3728 Philips Highway, Suite 208

MESKEL & ASSOCIATES ENGINEERING

STATE OF

No 41986

ESNECIL

R E

E

NIGNE LANOIS

SEF

O R

P

ADIROL

F

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NAM YENDOR .

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SHEET DESCRIPTIONSHEET NO.

SIGNING & PAVEMENT MARKING PLANS 46

UTILITY ADJUSTMENT PLAN 45

SUMMARY OF VERIFIED UTILITIES44

24 - 43 TEMPORARY TRAFFIC CONTROL PLAN

23 TEMPORARY TRAFFIC CONTROL GENERAL NOTES

21 - 22 EROSION CONTROL PLAN

18 - 20 STORMWATER POLLUTION PREVENTION PLAN

CONTROL STRUCTURES 16

POND DESIGN15

ROADWAY CROSS SECTION14

SUMMARY OF DRAINAGE STRUCTURES 13

GEOMETRY DETAIL12

ROADWAY PLAN & PROFILE10 - 11

GENERAL NOTES9

PROJECT LAYOUT8

TYPICAL SECTIONS5 - 7

DRAINAGE MAP 3 - 4

SIGNATURE SHEET2

KEY SHEET1

FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.003, F.A.C.

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

SHEET DESCRIPTIONSHEET NO.

P.E. LICENSE NO. 44068

EDUARDO J. MORALES JR, P.E.

TEL: (904) 434-4366

Jacksonville, FL 32217 3832-010 Baymeadows Rd. Suite 132

MORALES CONSULTING ENGINEERS, INC.

IN THE ELECTRONIC DOCUMENTS.

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

T-11

STRAIN POLE SCHEDULE

SIGNATURE SHEET

FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.003, F.A.C.

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

SHEET DESCRIPTIONSHEET NO.

P.E. LICENSE NO. 74679

BRETT H. HARBISON, P.E.

TEL: (904) 519-6990

Jacksonville, FL 32203 3728 Phillips Highway, Suite 208

MESKEL & ASSOCIATES ENGINEERING

IN THE ELECTRONIC DOCUMENTS.

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

T-12

REPORT OF CORE BORINGS

SIGNATURE SHEET

STATE OF

No 74679

ESNECIL NOS

IB

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NIGNE LANOIS

SEF

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STATE OF

No 44068

ESNECIL SE

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SEF

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License No.

Registry - 2584 LC - 0000316

SIGNATURE SHEET

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEET

14775 Old St. Augustine Road Jacksonville, FL 32258

TEL: (904) 642-8990

FAX: (904) 646-9485 DATE PROJECT NO.COUNTY

CLAY COUNTY

CLAYFEB 2025 22-358

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TATE CABLE MADDEN 96205

Approved 2024-D-297-00031

T O

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T E

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L V

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PUBLIC LIBRARY

FLEMING ISLAND

DHW (Mean) EL. = 19.62

DHW (25 yr) EL. = 20.51

BOT. EL. = 12.95

NWL EL. = 17.95

TOB EL. = 20.95

*SMF LIBRARY POND

PARK

THUNDERBOLT

DHW (Mean) EL. = 17.11

DHW (25 yr) EL. = 18.46

BOT. EL. = 9.95

NWL EL. = 14.95

TOB EL. = 19.45

**SMF CHURCH POND

GRACE_CHURCH_BAS_S-9_EXRADAR ROAD

CHURCH

GRACE ANGLICAN

Feet

0 50

N

FROM NGVD29 VALUES IN PERMIT.

ELEVATIONS ADJUSTED TO NAVD88 DATUM BY SUBTRACTING 1.05'

*STAGES FOR THE LIBRARY POND ARE FROM PERMIT #17081-66.

ELEVATIONS ADJUSTED TO NAVD88 DATUM BY SUBTRACTING 1.05' FROM NGVD29 VALUES IN PERMIT.

**STAGES FOR THE CHURCH POND ARE FROM #110308-1.

U S

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PARK_WEST_BAS_EX PARK_EAST_BAS_EX

PARK_MID_BAS_EX

RRE_DE_DT_BAS_1385-1650_EX RRE_DE_DT_BAS_1100-1385_EX

RRE_DE_DT_BAS_0875-1100_EX

RRE_DE_DT_BAS_0750-0875_EX

RRE_DE_DT_BAS_0250-0700_EX

RRE_DE_DT_BAS_0000-0200_EX

GRACE_CHURCH_BAS_S-9_EX GRACE_CHURCH_BAS_S-14_EX GRACE_CHURCH_BAS_S-15_EX

U S

-1 D

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License No.

Registry - 2584 LC - 0000316

PRE-DEVELOPED DRAINAGE MAP

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEET

14775 Old St. Augustine Road

Jacksonville, FL 32258

TEL: (904) 642-8990

FAX: (904) 646-9485

DATE PROJECT NO.COUNTY

CLAY COUNTY

CLAYMARCH 2025 22-358

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.D G

N

:5

:2

A

M m a d d e n t

U n n a m e d P la n

P la n

S h e e t]

M O

D E

L

TATE CABLE MADDEN 96205

Approved 2024-D-297-00031

U S

H I G

H W

A Y

DHW (Mean) EL. = 19.73

DHW (5 yr) EL. = 19.96

DHW (25 yr) EL. = 20.46

BOT. EL. = 9.95

NWL EL. = 17.95

TOB EL. = 20.95

SMF LIBRARY POND

DHW (Mean) EL. = 16.97

DHW (5 yr) EL. = 17.32

DHW (25 yr) EL. = 18.30

BOT. EL. = 9.95

NWL EL. = 14.95

TOB EL. = 19.50

SMF CHURCH POND

PUBLIC LIBRARY

FLEMING ISLAND

PARK

THUNDERBOLT

T O

W N

C

E N

T E

R

B

L V

D

N

Feet

0 50

PARK WEST BAS PR

PARK MID BAS PR

PARK EAST BAS PR

_1385-1650_PR

RRE_DE_DT_BAS

_1100-1385_PR

RRE_DE_DT_BAS

_0875-1100_PR

RRE_DE_DT_BAS

0875_PR

_BAS_0750-

RRE_DE_DT RRE_DE_DT_BAS_0250-0700_PR

0200_PR

BAS_0000-

RRE_DE_DT_

GRACE CHURCH BASIN EXISTING

S-1

S-2

S-3

S-4

S-5

S-6

S-7

S-8

S-9

S-10

S-11

S-12

License No.

Registry - 2584 LC - 0000316

POST-DEVELOPED DRAINAGE MAP

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEET

14775 Old St. Augustine Road

Jacksonville, FL 32258

TEL: (904) 642-8990

FAX: (904) 646-9485

DATE PROJECT NO.COUNTY

CLAY COUNTY

CLAYMARCH 2025 22-358

T H

E O

F F

I C

I A

L R

E C

O R

D O

F T

H I S

S H

E E

T I

S T

H E

E L

E C

T R

O N

I C

F I L

E D

I G

I T

A L

L Y

S I G

N E

D A

N D

S E

A L

E D

U N

D E

R R

U L

E

G

.0

F

.A .C

RADAR ROAD IMPROVEMENTS

/1

/2

T

\2

-3

\T

R A

N S

P O

R T

A T

IO

N

\D E

S

IG

N \D

R A

IN

A

G E

\D R

M P

R D

P

O S

T .D

G N

:5

:3

A

M m a d d e n t

D r a in a g e M a p P o s t

M O

D E

L

TATE CABLE MADDEN 96205

CHURCH

GRACE ANGLICAN

RADAR ROAD

Approved 2024-D-297-00031

PROP. R/W LINE

EXIST. PROPERTY LINE /

30'

CEC EASEMENT

10'

0.015

12' 12'5'

0.015

3' 5'

3'

VAR.

VAR. VAR. (25' MIN.)

REGRADE EXIST. DITCH

PROP. R/W LINE

VAR.

T.C.E

VAR.

GUTTER (TYP)

TYPE F CURB &

12" TYPE B STABILIZATION

CONC.

SHARED

USE

PATH

CONC.

WALK

0.02 0.02

¡ CONST.

2'

(W/O PARKING)

RADAR ROAD

TYPICAL SECTION

TRAVEL LANES

AND FRICTION COURSE FC-12.5 (TRAFFIC C) (1 ½")

TYPE SP STRUCTURAL COURSE (TRAFFIC C) (1 ½")

OPTIONAL BASE GROUP 6

TYPE B STABILIZATION (LBR 40) DESIGN SPEED: 30 MPH

POSTED SPEED: 25 MPH

20'

40' DRAINAGE &

UTILITY EASEMENT

1:4 T

YP

1:2 M

AX

License No.

Registry - 2584 LC - 0000316

TYPICAL SECTIONS

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEET

14775 Old St. Augustine Road

Jacksonville, FL 32258

TEL: (904) 642-8990

FAX: (904) 646-9485

DATE PROJECT NO.COUNTY

CLAY COUNTY

CLAYMARCH 2025 22-358

T H

E O

F F

I C

I A

L R

E C

O R

D O

F T

H I S

S H

E E

T I

S T

H E

E L

E C

T R

O N

I C

F I L

E D

I G

I T

A L

L Y

S I G

N E

D A

N D

S E

A L

E D

U N

D E

R R

U L

E

G

.0

F

.A .C

RADAR ROAD IMPROVEMENTS

/1

/2

T

\2

-3

\T

R A

N S

P O

R T

A T

IO

N

\D E

S

IG

N \R

O A

D W

A Y

\T Y

P S

R D

.D G

N

:5

:3

A

M m a d d e n t

T y p ic a l1

S h e e t]

M O

D E

L

TATE CABLE MADDEN 96205

Approved 2024-D-297-00031

PROP. R/W LINE

EXIST. PROPERTY LINE /

0.015 0.015

REGRADE EXIST. DITCH

PROP. R/W LINE

4'

T.C.E

VAR.

12" TYPE B STABILIZATION

CONC.

SHARED

USE

PATH

CONC.

WALK

0.02 0.02

¡ CONST.

2'

(W/PARKING)

RADAR ROAD

TYPICAL SECTION

TRAVEL LANES AND PARKING

AND FRICTION COURSE FC-12.5 (TRAFFIC C) (1 ½")

TYPE SP STRUCTURAL COURSE (TRAFFIC C) (1 ½")

OPTIONAL BASE GROUP 6

TYPE B STABILIZATION (LBR 40) DESIGN SPEED: 30 MPH

POSTED SPEED: 25 MPH

17' 12'12' 17'

3'

2'2'

GUTTER (TYP)

TYPE F CURB &

VAR. (93' MIN.)

1:4 T

YP

1:2 M

AX

1:4 TYP1:2 MAX

VAR. (49' MIN) VAR. (44' MIN.)

DROP CURB (TYP)

40' DRAINAGE &

UTILITY EASEMENT

0.02 0.02

License No.

Registry - 2584 LC - 0000316

TYPICAL SECTIONS

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEET

14775 Old St. Augustine Road

Jacksonville, FL 32258

TEL: (904) 642-8990

FAX: (904) 646-9485

DATE PROJECT NO.COUNTY

CLAY COUNTY

CLAYMARCH 2025 22-358

T H

E O

F F

I C

I A

L R

E C

O R

D O

F T

H I S

S H

E E

T I

S T

H E

E L

E C

T R

O N

I C

F I L

E D

I G

I T

A L

L Y

S I G

N E

D A

N D

S E

A L

E D

U N

D E

R R

U L

E

G

.0

F

.A .C

RADAR ROAD IMPROVEMENTS

/1

/2

T

\2

-3

\T

R A

N S

P O

R T

A T

IO

N

\D E

S

IG

N \R

O A

D W

A Y

\T Y

P S

R D

.D G

N

:5

:3

A

M m a d d e n t

T y p ic a l s e c ti o n

S h e e t]

M O

D E

L

TATE CABLE MADDEN 96205

Approved 2024-D-297-00031

100' 100'

200'

VARIES (TYPICAL 38') 5'± 12'±

5'6'

12'

4' 7'

TURN LANE WIDENING

FRICTION COURSE FC-5 (PG76-22) (Ƃ")

TYPE SP STRUCTURAL COURSE (TRAFFIC C) (PG 76-22) (4 Ƃ")

OPTIONAL BASE GROUP 9 WITH

POSTED SPEED = 55 MPH

DESIGN SPEED = 55 MPH

FOR TRAVEL LANES

MILLING & RESURFACING

FRICTION COURSE FC-5 (PG76-22) (¾")

MILL ¾" FOR DEPTH

ADDITIONAL COMPENSATION.

BASE WIDENING STRIP MAY BE CONSTUCTED AT NO

TO ACTUAL EXISTING PAVEMENT WIDTH. A UNIFORM

ACTUAL WIDTH OF BASE WIDENING MAY WARY DUE

APPROVED BY THE ENGINEER.

TO THE STATIC MODE ONLY, UNLESS OTHERWISE

LIMIT ALL COMPACTION FOR ANY MATERIAL

NOTES:

MEDIAN WIDENING

TYPE SP STRUCTURAL COURSE (TRAFFIC C) (PG 76-22) (4 ¾")

OPTIONAL BASE GROUP 9 WITH

FOR MEDIAN

MILLING & RESURFACING

TYPE SP STRUCTURAL COURSE (TRAFFIC C) (PG 76-22) (1 ƀ") MILL 1 ƀ" FOR DEPTH

� US 17

VARIES (TYPICAL 38')

12'± 12'± 12'±

5'±

MILLING & RESURFACING MILLING & RESURFACING

12'±12'±12'±

TYPICAL SECTION

US 17

TYPE B STABILIZATION

TURN LANE WIDENING MILLING AND RESURFACING FOR MEDIAN

6'±

12"

MATCH EXISTINGMATCH EXISTING

MATCH

EXISTING

EXIST. R/W EXIST. R/W

TRAFFIC SEPARATOR TYPE 1 (4')

TRAFFIC SEPARATOR TYPE 1 (3')

23' MEDIAN

License No.

Registry - 2584 LC - 0000316

TYPICAL SECTIONS

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEET

14775 Old St. Augustine Road Jacksonville, FL 32258

TEL: (904) 642-8990

FAX: (904) 646-9485 DATE PROJECT NO.COUNTY

CLAY COUNTY

CLAYMARCH 2025 22-358

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

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

G

-2

.0

F

.A .C

RADAR ROAD IMPROVEMENTS

/1

/2

T \2

-3

\T

R A

N S

P O

R T

A T

IO

N

\D E

S

IG

N \R

O A

D W

A Y

\T Y

P S

R D

.D

G N

:5

:3

A

M m a d d e n t

T y p ic a l

M O

D E

L

TATE CABLE MADDEN 96205

Approved 2024-D-297-00031

N

CURVE DATA - A

PI STA. = 105+00.78

¬ = 22°53'59" (RT)

D = 06°44'26"

T = 172.16

L = 339.72

R = 850.00

PC STA. = 103+28.62

PT STA. = 106+68.34

e = 0.020

CURVE DATA - B

PI STA. = 108+25.50

¬ = 08°59'11" (LT)

D = 02°51'53"

T = 157.16

L = 313.68

R = 2,000.00

PC STA. = 106+68.34

PT STA. = 109+82.02

e = 0.020

CURVE DATA - C

PI STA. = 116+07.19

¬ = 11°49'58" (RT)

D = 09°32'57"

T = 62.18

L = 123.91

R = 600.00

PC STA. = 115+45.01

PT STA. = 116+68.93

e = 0.020

CURVE A

U S

105 106 107 108 109 110 111 112 113 114 115 116 117

110 115

120100

120100 P C

S

T A

.6

P R

C

S

T A

.3

P T

S

T A

.0

P C

S

T A

.0

P T

S

T A

.9

P I

S

T A

.7

P I

S

T A

.1

P I

S

T A

.5

N75 °38 '2"E

N89°32'51"E

S78°37'11"E

.62

562.99

474.72

N °5

'2

"E

,0

.2

CURVE B

CURVE A

STA. 100+32.08

BEGIN PROJECT

T O

W N

C

E N

T E

R

B

L V

D

STA. 119+74.95

END PROJECT

U S

� RADAR ROAD

CURVE C

� U.S. 17

License No.

Registry - 2584 LC - 0000316

PROJECT LAYOUT

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEET

14775 Old St. Augustine Road Jacksonville, FL 32258

TEL: (904) 642-8990

FAX: (904) 646-9485 DATE PROJECT NO.COUNTY

CLAY COUNTY

CLAYMARCH 2025 22-358

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

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

G

-2

.0

F

.A .C

RADAR ROAD IMPROVEMENTS

/1

/2

T

\2

-3

\T

R A

N S

P O

R T

A T

IO

N

\D E

S

IG

N \R

O A

D W

A Y

\P L

A Y

R D

F

D O

T .D

G N

:3

:4

A M m a d d e n t

P ro je c t

L a y o u t

[S h e e t] M

O D

E L

TATE CABLE MADDEN 96205

Approved 2024-D-297-00031

License No.

Registry - 2584 LC - 0000316

GENERAL NOTES

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEET

14775 Old St. Augustine Road

Jacksonville, FL 32258

TEL: (904) 642-8990

FAX: (904) 646-9485

DATE PROJECT NO.COUNTY

CLAY COUNTY

CLAYMARCH 2025 22-358

T H

E O

F F

I C

I A

L R

E C

O R

D O

F T

H I S

S H

E E

T I

S T

H E

E L

E C

T R

O N

I C

F I L

E D

I G

I T

A L

L Y

S I G

N E

D A

N D

S E

A L

E D

U N

D E

R R

U L

E

G

.0

F

.A .C

RADAR ROAD IMPROVEMENTS

/1

/2

T

\2

-3

\T

R A

N S

P O

R T

A T

IO

N

\D E

S

IG

N \R

O A

D W

A Y

\G N

N T

R D

.D G

N

:5

:4

A

M m a d d e n t

G E

N E

R A

L N

O T

E S

M O

D E

L

TATE CABLE MADDEN 96205

LIAM MCKENNA(904) 380-7574COMCAST CABLE

P.K. PATEL(904) 699-4976AT&T DISTRIBUTION

JOSHUA T. SEVEARANCE(352) 473-8000 EXT. 8222CLAY ELETRIC COOPERATIVE, INC.

CHRISTINA COTROMANO(904) 445-7410TECO PEOPLES GAS

PAUL STEINBRECHER(904) 213-2408CLAY COUNTY UTILITY AUTHORITY

CONTACT PERSONTELEPHONE NOS.UTILITY OWNERS

GENERAL NOTES:

19. CONTRACTOR RESPONSIBLE FOR UNSUITABLE MATERIAL.

18. REINFORCED CONCRETE PIPE OR HDPE PIPE MAY BE UTILIZED FOR ALL DRAINAGE PIPES IN THE PLANS.

17. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC UNLESS OTHERWISE NOTED IN THE PLANS.

DESIGN STANDARDS.

M.U.T.C.D. STANDARDS FOR HEIGHT AND OFFSET. ALL SIGNS ARE TO MEET THE POST AND FOUNDATION REQUIREMENTS IN THE FDOT

16. ANY EXISTING SIGNS TO REMAIN THAT ARE DISTURBED DURING CONSTRUCTION OR RELOCATED SHALL BE RESET TO CURRENT

EXPENSE.

IF THE SIGNS ARE DAMAGED BEYOND USE, AS DETERMINED BY THE ENGINEER, SIGNS SHALL BE REPLACED BY THE CONTRACTOR AT HIS

15. CAUTION SHOULD BE EXERCISED WHILE RELOCATING EXISTING SIGNS SO AS TO PREVENT UNNECESSARY DAMAGE TO THE SIGNS.

ENGINEER.

14. CONTRACTOR SHALL RELOCATE ALL EXISTING SIGNS IN CONFLICT WITH THE PROPOSED IMPROVEMENTS AS DIRECTED BY THE

CALL 800-432-4770.

13. ALL UTILITY OWNERS TO BE GIVEN 2 FULL BUSINESS DAYS NOTICE BEFORE ANY WORK IS DONE. CALL SUNSHINE STATE ONE

FACILITATE EMERGENCY VEHICLE TRAFFIC.

12. THE CONTRACTOR SHALL KEEP STREET NAME AND IDENTIFICATION VISIBLE DURING CONSTRUCTION OPERATIONS, SO THAT TO

ENTERING THE DRAINAGE SYSTEM.

11. THE CONTRACTOR SHALL MAINTAIN EXISTING FLOW PATTERNS FOR DRAINAGE DITCHES AND PROHIBIT CONSTRUCTION MATERIALS FROM

10. EXISTING DRAINAGE STRUCTURES AND PIPES WITHIN CONSTRUCTION LIMITS SHALL REMAIN UNLESS OTHERWISE NOTED.

OF JOINTS WILL BE REQUIRED PRIOR TO PLACING THE NEW PAVEMENT MATERIALS.

9. WHERE THE NEW PAVEMENT MEETS THE EDGE OF THE EXISTING ASPHALT PAVEMENT AND IS UNEVEN OR RAGGED, MECHANICAL CUTTING

AT THE CONTRACTOR'S EXPENSE.

8. ANY AREAS THAT ARE DISTURBED OUTSIDE THE LIMITS OF CONSTRUCTION SHALL BE REDRESSED AND SODDED OR SEEDED & MULCHED

SHALL MATCH THE EXISTING SOD TYPE.

7. STANDARD SOD AND SEED & MULCH TYPE IS BAHIA. AT LOCATIONS WHERE THE EXISTING SOD TYPE IS NOT BAHIA, THE CONTRACTOR

6. THE PROJECT SHALL BE PROPERLY STAKED FOR EROSION, SILT, AND SEDIMENT CONTROL.

CONTRACTOR SHALL INFORM THE COUNTY'S INSPECTOR AND ASK THE ENGINEER HOW TO PROCEED.

HOURS PRIOR TO CONSTRUCTION WITHIN THE EASEMENT. IF THE OWNER REFUSES TO ALLOW CONSTRUCTION ON THEIR PROPERTY, THE

5. FOR TEMPORARY CONSTRUCTION EASEMENTS SHOWN ON THE PLANS, CONTRACTOR SHALL CONTACT PROPERTY OWNER A MINIMUM OF 48

CONSTRUCTION AT THE PROPERTY OWNERS EXPENSE.

OWNERS REQUEST, THE CONTRACTOR MAY RELOCATE ANY EXISTING LANDSCAPE TO AN AGREED UPON LOCATION OUTSIDE THE LIMITS OF

ANY EXISTING FENCES, SIGNS, ADJUSTING SPRINKLER SYSTEMS, REPLACING MAILBOXES OR ANY LANDSCAPING. UPON THE PROPERTY

4. THE CONTRACTOR SHALL CONTACT INDIVIDUAL PROPERTY OWNERS 48 HOURS PRIOR TO CLEARING AND GRUBBING AND/OR REMOVING

COUNTY ENGINEERING DEPARTMENT SHOULD BE CONTACTED BY PHONE AT (904) 284-6301.

3. ANY PUBLIC LAND CORNER OR MONUMENT IS TO BE PROTECTED. IF A MONUMENT IS IN DANGER OF BEING DISTURBED, THE CLAY

2. BENCH MARK DATA IS NATIONAL GEODETIC VERTICAL DATUM OF 1988 (NGVD-'88).

1. GRADES SHOWN ARE FINISHED GRADES.

Approved 2024-D-297-00031

� RADAR ROAD

STA. 119+81.25

END PROJECT

� US 17

EXIST. R/W

EXIST. R/W

EXIST. PAVEMENT

EXIST. DITCH BOTTOM

EXIST. DITCH BOTTOM

EXIST. DITCH BOTTOM

EXIST. PAVEMENT

CONST. 5' SIDEWALK

EXIST. PAVEMENT

TYPE F

CONST. CURB AND GUTTER

� RADAR ROAD

EXIST. PAVEMENT

CONST. 5' SIDEWALK

GRACE ANGILICAN CHURCH

SEPARATOR TYPE IV

CONST. 6' TRAF.

TYPE I

CONST. TRAF. SEPARATOR

TYPE I

CONST. TRAF. SEPARATOR

CONST. 6' SIDEWALK

TYPE I

CONST. TRAF. SEPARATOR

CONST. 5' PAVED SHOULDER

CONST. 5' PAVED SHOULDER

PROP. R/W

EXIST. DITCH BOTTOM

STA. 119+37.32

BEGIN CONSTRUCTION

STA. 118+58.12

END CONSTRUCTION

LEGEND

TURN LANE WIDENING

MILLING & RESURFACING FOR TRAVEL LANES

15'R

2'R

2'R

MILLING & RESURFACING FOR MEDIAN

TYPE I UNDERDRAIN

CONST. 143 LF OF

TYPE I UNDERDRAIN

CONST. 152 LF OF

'R

'R

45'R

OF (2) 24" X 38" PIPE

CONST. 75 LF

STEEL GRATE FOR ADA ACCESSIBILITY

ADJUST TO PROPOSED GRADE WITH

MEDIAN WIDENING

'R50'R

'R

'R

MES-10

2'R

2'R

S °3

'1

"E

.7

222 223 224 225 226 227 228225

U

WATER

WATER

WATER

MATCHLINE - STA. 117+40.00

1"=40'N

M A

T C

H L

IN

E

S T

A

.0

M

A T

C H

L

IN

E

- S

T A

. 2

.0

License No.

Registry - 2584 LC - 0000316

ROADWAY PLAN

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEET

14775 Old St. Augustine Road Jacksonville, FL 32258

TEL: (904) 642-8990

FAX: (904) 646-9485 DATE PROJECT NO.COUNTY

CLAY COUNTY

CLAYMARCH 2025 22-358

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

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

G

-2

.0

F

.A .C

RADAR ROAD IMPROVEMENTS

/1

/2

T \2

-3

\T

R A

N S

P O

R T

A T

IO

N

\D E

S

IG

N \R

O A

D W

A Y

\P L A

N R

D .D

G N

:5

:0

A

M m a d d e n t

U S

P la n

S h e e t]

M O

D E

L

TATE CABLE MADDEN 96205

Approved 2024-D-297-00031

1" = 4' Vertical

1" = 40' Horizontal

SCALE

118 119 120 121

4 4

8 8

12 12

16 16

20 20

24 24

28 28

32 32

36 36

.2

.8

.2

.3

(+)0.400%

.0

.0

.1

.2

.3

.4

.4

V P

I

.3

E L

.4

PGL EXIST. GROUND

License No.

Registry - 2584 LC - 0000316

PROFILE SHEETS

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEET

14775 Old St. Augustine Road

Jacksonville, FL 32258

TEL: (904) 642-8990

FAX: (904) 646-9485

DATE PROJECT NO.COUNTY

CLAY COUNTY

CLAYMARCH 2025 22-358

T H

E O

F F

I C

I A

L R

E C

O R

D O

F T

H I S

S H

E E

T I

S T

H E

E L

E C

T R

O N

I C

F I L

E D

I G

I T

A L

L Y

S I G

N E

D A

N D

S E

A L

E D

U N

D E

R R

U L

E

G

.0

F

.A .C

RADAR ROAD IMPROVEMENTS

/1

/2

T

\2

-3

\T

R A

N S

P O

R T

A T

IO

N

\D E

S

IG

N \R

O A

D W

A Y

\P R

O F

R D

.D

G N

:5

:0

A

M m a d d e n t

C L

R a d a r R o a d

P r o f il e

S h e e t]

M O

D E

L

TATE CABLE MADDEN 96205

Approved 2024-D-297-00031

STA. 119+81.25

END PROJECT

� US 17

� RADAR ROAD

GRACE ANGILICAN CHURCH

STA. 119+37.32

BEGIN CONSTRUCTION

STA. 118+58.12

END CONSTRUCTION

LEGEND

TURN LANE WIDENING

MILLING & RESURFACING FOR TRAVEL LANES

2'R

MILLING & RESURFACING FOR MEDIAN

R

'R

MEDIAN WIDENING

+71.84

27.00' (RT)

+98.33

35.62' (RT)

+09.38

38.33' (RT)

+12.42

37.88' (RT)

+10.86

85.02' (RT)

+07.68

127.75' (RT)

+62.20

107.08' (LT)

+82.06

110.07' (LT)

+95.50

74.57' (LT)

+24.60

3.00' (LT)

+24.60

3.00' (RT)

+17.29

3.00' (RT)

+07.17

3.00' (RT)

+22.07

76.44' (LT)

+18.84

97.89' (LT)

+62.65

70.58' (RT)

+11.88

19.00' (RT)

+84.57

9.38' (LT)

+84.56

6.38' (LT)

+88.37

8.62' (RT)

+85.29

9.69' (RT)

+83.87

8.24' (LT)

+86.95

9.31' (LT)+87.67

6.75' (RT)

+87.66

9.75' (RT)

+40.67

6.72' (RT)

+12.65

9.13' (LT)

+59.58

9.51' (RT)

+72.63

19.00' (LT)

+58.58

9.64' (RT)

+58.58

5.64' (RT)

+13.65

9.26' (LT)

+13.65

5.26' (LT)

MES-10

EL. 21.68

EL. 22.15±

EL. 21.31±

EL. 21.39±

EL. 22.08±

EL. 21.40±

EL. 22.22±

EL. 22.30±

EL. 22.56

EL. 21.62±

+63.15

152.32' (LT)

22.22'

6.34' (LT)

+34.54

EL. 22.20±

EL. 21.47±

S °3

'1

"E

.7

222 223 224 225 226 227 228225

U

WATER

WATER

WATER

MATCHLINE - STA. 117+40.00

1"=40'N

M A

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. 2

.0

License No.

Registry - 2584 LC - 0000316

GEOMETRY DETAIL

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEET

14775 Old St. Augustine Road Jacksonville, FL 32258

TEL: (904) 642-8990

FAX: (904) 646-9485 DATE PROJECT NO.COUNTY

CLAY COUNTY

CLAYMARCH 2025 22-358

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TATE CABLE MADDEN 96205

Approved 2024-D-297-00031

License No.

Registry - 2584 LC - 0000316

STRUCTURES

SUMMARY OF DRAINAGE

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEET

14775 Old St. Augustine Road

Jacksonville, FL 32258

TEL: (904) 642-8990

FAX: (904) 646-9485

DATE PROJECT NO.COUNTY

CLAY COUNTY

CLAYMARCH 2025 22-358

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TATE CABLE MADDEN 96205

SUMMARY OF DRAINAGE STRUCTURES

ID Type Station Offset Elevation Invert Notes

S-1 Curb Inlet Type 6 103+52.00 12.00' LT 20.97 16.50 S 16.00 E

S-2 Curb Inlet Type 6 103+52.00 14.53' RT 20.94 16.70 N

S-2A Curb Inlet Type 5 106+16.00 12.00' LT 21.53 15.55 N 15.55 W 15.55 E

S-2B Type C DBI, No Pvt. 106+09.00 95.90' LT 20.94 15.2 NE 15.20 S

S-3 Curb Inlet Type 6 107+67.00 12.00' LT 20.93 16.00 W 16.50 S

S-4 Inlet Gutter Type V 107+67.00 13.17' RT 20.93 16.70 N

S-5 Curb Inlet Type 5 111+32.00 12.00' LT 21.13 16.90 S

S-6 Inlet Gutter Type V 111+32.00 13.25' RT 21.13 16.90 N

S-7 Inlet Gutter Type V 113+24.00 13.17' LT 20.30 16.10 S

S-8 Curb Inlet Type 5 113+26.00 12.00' RT 20.30 16.10 N

S-9 Inlet Gutter Type V 114+70.00 13.17' LT 19.68 15.73 S

S-10 Curb Inlet Type 6 114+70.00 12.00' RT 19.68 15.23 N

S-11 Curb Inlet Type 5 116+60.00 16.50' LT 20.35 16.00 S

S-12 Curb Inlet Type 5 116+60.00 18.94' RT 20.30 16.00 N

S-13 Type H DBI 106+68.00 55.95' LT 21.25 17.15 W 17.15 E 17.15 N

S-14 Type D DBI, No Pvt. 109+94.00 62.29' LT 19.47 16.90 E 16.90 NW

MES-1 Mitered End Section 104+11.00 53.75' LT MES 17.35 E

MES-2 Mitered End Section 107+55.00 66.96' LT MES 17.09 W

MES-3 Mitered End Section 109+20.00 78.64' LT MES 16.96 E

MES-4 Mitered End Section 110+12.00 62.50' LT MES 16.89 W

MES-5 Mitered End Section 110+33.00 62.50' LT MES 16.87 E

MES-6 Mitered End Section 111+16.00 62.50' LT MES 16.81 W

MES-7 Mitered End Section 106+51.00 196.47' LT MES 14.60 S

MES_8 Mitered End Section 106+19.17 405.61' LT MES 14.60 E

MES-9 Mitered End Section 105+31.00 393.07' LT MES 15.40 SE

MES-10 Mitered End Section 118+34.00 123.86' RT MES 15.92 W

MES-11 Mitered End Section 117+99.85 359.80' RT MES 10.95 SE

OUT-1 Mitered End Section 106+40.97 189.67' LT MES 11.50 SW

OUT-2 Mitered End Section 117+39.28 69.61' RT MES 11.00 N

MH-1 Manhole 111+32.00 00.08' RT 21.37 16.80 N 16.80 S 14.90 E

MH-2 Manhole 112+11.00 1.10' RT 21.01 14.69 W 13.69 E 14.16 S

MH-3 Manhole 113+26.00 1.07' RT 20.51 16.00 N/S 13.47 W/E

MH-4 Manhole 114+70.00 1.00' RT 19.90 13.19 W 12.65 E 15.19 S 15.69 N

MH-5 Manhole 116+60.00 0.74' RT 20.68 12.32 E/W 15.90 N/S

MH-6 Manhole 117+25.00 8.94' LT 20.61 12.21 W 12.08 S

MH-7 Manhole 105+27.00 407.42 LT 20.31 15.57 E 15.66 SW

EX-CS-1 Type E DBI 106+16.00 410.40' LT SEE CONTROL STRUCTURE DETAILS

CS-2 Type E DBI 106+54.00 166.49' LT SEE CONTROL STRUCTURE DETAILS

EX-CS-3 Type E DBI 118+05.00 365.06 RT SEE CONTROL STRUCTURE DETAILS

CD-1 Mitered End Section 102+51.00 84.25' LT MES 17.47 S

CD-2 Type C DBI, No Pvt. 102+15.00 55.42' RT 20.33 17.76 N SLOT ELEV: 19.83

Approved 2024-D-297-00031

P R

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L

IN

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117+00.00STA.

1" = 10' Vertical1" = 20' HorizontalSCALE

140 120 100 80 60 40 20 0 20 40 60 80 100 120 140

10 10

20 20

30 30

2.00%1:

1.50% 1.50% 2.00% 1.50%

E X

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117+50.00STA.

1" = 10' Vertical1" = 20' HorizontalSCALE

140 120 100 80 60 40 20 0 20 40 60 80 100 120 140

10 10

20 20

30 30

1:

1.50% 1.50% 2.00%

1.67%1.67% 2.00% 1.50% 1:3

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1" = 10' Vertical1" = 20' HorizontalSCALE

140 120 100 80 60 40 20 0 20 40 60 80 100 120 140

20 20

30 30

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2.00% 1.67% 1.67%

2.00% 1.50% 1.50% 1:4

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License No.

Registry - 2584 LC - 0000316

CROSS SECTIONS

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEET

14775 Old St. Augustine Road

Jacksonville, FL 32258

TEL: (904) 642-8990

FAX: (904) 646-9485

DATE PROJECT NO.COUNTY

CLAY COUNTY

CLAYMARCH 2025 22-358

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TATE CABLE MADDEN 96205

Approved 2024-D-297-00031

ELEV. = 12.95 NWL=14.95

TOB

EL.=19.50

TOB

EL.=19.50

BOTTOM EL. = 9.95

1:4 M

AX

1:4 MAX

1:

M

AX

1:2 M

AX

SMF CHURCH POND TYPICAL SECTION

NOT TO SCALE

NWL

GRACE ANGLICAN CHURCH

PC STA. +45.01

PT STA. +6

8.93

116+07.19

STRUCTURE DETAIL SHEET

SEE CONTROL

26.2' 10'26.2'10'

TOB

TOB

10'

5'

'R

'R

'R 3

'R

'R

'R

'R

'R

BREAK

BOT

CS-3

CONNECT TO EXISTING PIPE

MES-11

30" PIPE

CONST 75 LF OF

24" PIPE

CONST 25 LF OF

OUT-2

B A

C K

FLO

W

B A

C K

FLO

W

W

ATER

1"=40'

N

License No.

Registry - 2584 LC - 0000316

POND DESIGN

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEET

14775 Old St. Augustine Road Jacksonville, FL 32258

TEL: (904) 642-8990

FAX: (904) 646-9485 DATE PROJECT NO.COUNTY

CLAY COUNTY

CLAYMARCH 2025 22-358

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TATE CABLE MADDEN 96205

Approved 2024-D-297-00031

(NOT TO SCALE)

CONTROL STRUCTURE DETAIL "CS-1"

(NOT TO SCALE)

CONTROL STRUCTURE DETAIL "CS-3"

(NOT TO SCALE)

CONTROL STRUCTURE DETAIL "CS-2"

CONTROL STRUCTURE CS-2

SIDE VIEWFRONT VIEW

TOP EL. = 20.95

TO S-13

19" X 30" RCP

TOP EL. = 20.95

INV. EL. = 17.22

3'-1"

4'-1"

4'-1"

5'-1"

INV. EL. = 14.60

6"

BOT EL. = 13.60

6"

WEIR EL. = 19.40

6" 6"

RCP

19"X30"

BOT EL. = 13.60

P.S.F.

CAPACITY 2000

MINIMUM BEARING

6" CONC. WEIR

2'-9"

TO POND

24" RCP

INV. EL. = 14.60RCP

24"

INV. EL. = 17.22

SIDE VIEWFRONT VIEW

TOP EL. = 20.95 TOP EL. = 20.95

3'-1"

4'-1"

4'-1"

5'-1"

INV. EL. = 14.60

6"

BOT EL. = 13.60

6"

WEIR EL. = 19.40

6" 6"

BOT EL. = 13.60

P.S.F.

CAPACITY 2000

MINIMUM BEARING

6" CONC. WEIR

2'-9"

TO POND

24" RCP

INV. EL. = 14.60RCP

24"

INV. EL. = 17.70

RCP

24"

TO OUTFALL

24" RCP

INV. EL. = 17.61

CONTROL STRUCTURE CS-1

FROM POND

2.75" ORIFACE

INV. EL. = 17.99

3.38"

ORIFACE EL. = 17.91

SIDE VIEWFRONT VIEW

TOP EL. = 19.50 TOP EL. = 19.50

3'-1"

4'-1"

4'-1"

5'-1"

INV. EL. = 11.95

6"

BOT EL. = 10.95

6"

WEIR EL. = 16.30

6" 6"

BOT EL. = 10.95

CAPACITY 2000 P.S.F.

MINIMUM BEARING

6" CONC. WEIR

2'-10"

TO POND

24" RCP

INV. EL. = 11.95RCP

24"

INV. EL. = 14.86

RCP

24"

TO OUTFALL

24" RCP

INV. EL. = 14.86

CONTROL STRUCTURE CS-3

FROM POND

2.75" ORIFACE

INV. EL. = 14.82

3.21"

ORIFACE EL. = 14.89

License No.

Registry - 2584 LC - 0000316

CONTROL STRUCTURES

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEET

14775 Old St. Augustine Road

Jacksonville, FL 32258

TEL: (904) 642-8990

FAX: (904) 646-9485

DATE PROJECT NO.COUNTY

CLAY COUNTY

CLAYMARCH 2025 22-358

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TATE CABLE MADDEN 96205

Approved 2024-D-297-00031

0:

C, "'"' w�

.... w uiO � w � C, DATE OF SURVEY: 8/7/2023 - 8/10/2023 ENGLAND, TH/MS & MILLER, INC.

SURVEY MADE BY: MESKEL & ASSOCIATES

ENGINEERING, PLLC

14775 OLD ST. AUGUSTINE ROAD JACKSONVILLE, FL 32258

PROJECT NAME: RADAR ROAD IMPROVEMENTS

SUBMITTED BY: P. RODNEY MANK, P.E.

CROSS SECTION SOIL SURVEY FOR THE DESIGN OF ROAD

SURVEY BEGINS STA : _N�IA�- -- SURVEY ENDS STA. : _N�IA�- - -

REFERENCE : NIA

REPORT OF TESTS

ORGANIC /1/0ISTURE SIEVE ANALYSIS RESULTS

CONTENT CONTENT % PASS ATTERBERG LI/I/ITS (%) L.B.R. TEST

STRATUM NO. OF PERCENT NO. OF MOISTURE NO. OF 4 10 40 60 100 200 NO. OF LIQUID

NO. TESTS ORGANICS TESTS CONTENT TESTS MESH MESH MESH MESH MESH MESH TESTS LIMIT

1 1 3.6 3 20-27 3 100 100 98-100 94-99 64-85 9 0

2 0 0 3 17-25 3 99-100 98-100 95-100 88-98 39-68 12-14 0

3 0 0 7 17-26 7 99-100 99-100 99-100 97-100 75-94 17-27 0

4 1 5.6 1 25 1 100 100 99 98 72 10 0 s 0 0 3 21-28 3 100 100 100 98-99 73-80 15-33 0

6 0 0 0 0 0 0 0 0 0 0 0 0

7 0 0 0 0 0 0 0 0 0 0 0 0

8 0 0 0 0 0 0 0 0 0 0 0 0

NOTES:

1. Stratum boundaries are approximate and represent soil strata at each boring location only. Any stratum connecting fines shown are for estimating earthwork only and do not indicate actual stratum limits.

2. The symbol "-" represents an unmeasured soil parameter.

3. Removal of Plastic material occurring within the proposed roadway shall be accomplished in accordance with FOOT Standard Specifications, Latest Edition, unless otherwise shown on the plans. The material used in embankment construction shall be in accordance with FOOT Standard Specifications, Latest Edition.

4. The materials from Strata Nos. 1, 2, 3 may be considered suitable for use as fill and backfill materials in accordance with FOOT Standard Specifications. Latest Edition. However, certain types of A-2-4 material are likely to retain excess moisture and may be difficult to dry and compact. They should be used in the embankment above the water table existing at time of construction. We recommend that A-2-4 material placed in the subgrade portion of the roadbed and below the existing water level should be nonplastic and contain less than 15% passing the No. 200 U.S. Standard sieve.

5. The material from Strata No. 4 shall be treated as unsuitable material due to organic content and shall be removed in accordance with the latest version of the FOOT Standard Index No. 120-002 of the FOOT Standard Plans.

6. The materials from Strata Nos. 5 shall be treated as unsuitable material due to plasticity in accordance with FOOT Standard Specifications, Latest Edition.

7. The material from Stratum Number 6 is Topsoil and shall be removed in accordance with Section 102 of the City Standard Specifications, Latest Edition.

8. The material from Stratum Number 7 is Asphalt.

9. The material from Stratum Number 8 is Limerock.

PLASTIC

INDEX

NO. OF

TESTS ---

AASHTO L.8.R. DESCRIPTION

RANGE GROUP

- A-3 VERY DARK BROWN, DARK GRAYISH BROWN, DARK BROWN,

DARK GRAY, LIGHT BROWNISH GRAY, LIGHT GRAY, LIGHT BROWN,

PALE BROWN, BROWN, GRAY, FINE SAND TO FINE SAND WITH

SILT, WITH OCCASIONALLY TRACE TO LITTLE ORGANIC FINES,

TRACE ROOT FRAGMENTS, AND TRACE GRAVEL (ROCK FRAGMENTS).

- A-2-4 GRAYISH BROWN, GREENISH GRAY, DARK GRAY, GRAY,

YELLOW, SILTY FINE SAND, WITH OCCASIONALLY

TRACE ORGANIC FINES.

- A-2-4 DARK GRAYISH BROWN, DARK GRAY, DARK BROWN,

GREENISH GRAY, GRAYISH BROWN, BROWN, GRAY,

SILTY FINE SAND, WITH OCCASIONALLY TRACE ORGANIC FINES.

- A-2-4 VERY DARK GRAY, SILTY FINE SAND, WITH OCCASIONALLY

LITTLE ORGANIC FINES.

- A-2-6 DARK GRAY, BROWNISH YELLOW, GRAY, YELLOW,

CLAYEY FINE SAND.

- - TOPSOIL

- - LIMEROCK

- - ASPHALT

EMBANKMENT AND SUBGRADE MATERIAL

STRATA BOUNDARIES ARE APPROXIMATE.

FINAL CHECK AFTER GRADING.

'5j_ - WATER TABLE ENCOUNTERED AT TIME OF DRILLING

:J: - ESTIMATED SEASONAL HIGH GROUNDWATER LEVEL

(A-3) A.A.S.H.T.0. SOIL CLASSIFICATION GROUP SYMBOL AS DETERMINED

BY LABORATORY TESTING AND/OR VISUAL EXAMINATION

A-#, MB-# AUGER BORING LOCATION

8-# SPT BORING LOCATION

BT BORING TERMINATION DEPTH

GNE GROUNDWATER NOT ENCOUNTERED

NOTE: LATITUDE AND LONGITUDE WERE OBTAINED USING GARMIN

GPSMAP 78 HAND-HELD GPS RECEIVER AT THE TIME OF DRILLING.

STATION AND OFFSET WERE OBTAINED FROM 459BASE DESIGN FILE

DATED AUGUST 2023 AND SHOULD BE CONSIDERED APPROXIMATE.

NO. OF

TESTS pH

DISTRICT: �T�W�O�---

ROAD NO.: -

COUNTY: CLAY COUNTY

CORROSION DAT A

RES I STIV /TY

ohm-cm

CHLORIDES SULFATES

ppm ppm

SUBSTRUCTURE

ENVIRON/I/ENT AL

CLASSIF !CATION

STEEL CONCRETE

91------------------------------------------------,----------------------r---------------------------r--------------------------------r-------t S 1--���-------����-----R_E_V_IS�I _O_N_S_�------�==��--------+-----P _R_O _F _ E _S_S_l_O _N _A _L_T _Y _P _E ____ --l STATE OF FLORIDA

" DATE DESCRIPTION DATE DESCRIPTION DEPARTMENT OF TRANSPORTATION .,,�

,-=��+-------�====�-------+-=��+-------��=�=�---------1 P. RODNEY MANK, P.E.

LICENSE NU/I/BER: P.E. N O.: 41986

/1/ESKEL & ASS OCIATES ENGINE ERING

;,, 3728 PHILI PS HIGHWAY, SUITE 208

0 JACKS ONVILLE, FL ORIDA 32207

ROAD NO. COUNTY FINANCIAL PROJECT ID

SHEET

NO.

ROADYWAY SOffL SURVEY

343817

Approved 2024-D-297-00031

THE FOLLOWING NARRATIVE OF THE STORMWATER POLLUTION PREVENTION PLAN CONTAINS REFERENCES TO THE STANDARD SPECIFICATIONS

FOR ROAD AND BRIDGE CONSTRUCTION, THE STANDARD PLANS, AND OTHER SHEETS OF THESE CONSTRUCTION PLANS. THE FIRST SHEET OF

THE CONSTRUCTION PLANS (CALLED THE KEY SHEET) CONTAINS AN INDEX TO THE OTHER SHEETS. THE COMPLETE STORMWATER POLLUTION

PREVENTION PLAN INCLUDES SEVERAL ITEMS: THIS NARRATIVE DESCRIPTION, THE DOCUMENTS REFERENCED IN THIS NARRATIVE, THE

CONTRACTOR'S APPROVED EROSION CONTROL PLAN REQUIRED BY SPECIFICATION SECTION 104, AND REPORTS OF INSPECTIONS MADE

DURING CONSTRUCTION.

1.0 SITE DESCRIPTION:

1.A. NATURE OF CONSTRUCTION ACTIVITY:

THE PROJECT IS THE CONSTRUCTION / RE-CONSRUCTION OF RADAR ROAD, A 2-LANE URBAN ROADWAY. THIS INVOLVES CONSTRUCTING

ROADWAY SURFACE, CURB AND GUTTER, SIDEWALK, UNDERGROUND STORM DRAIN SYSTEMS, AND MODIFICATIONS TO EXISTING STORMWATER

MANAGEMENT FACILITIES. THE PROJECT EXTENDS FROM TOWN CENTER BOULEVARD TO U.S. 17, A DISTANCE OF APPROXIMATELY 0.37

MILES.

1.B. SEQUENCE OF MAJOR SOIL DISTURBING ACTIVITIES:

IN THE SEDIMENT AND EROSION CONTROL PLAN, PROVIDE A DETAILED SEQUENCE OF CONSTRUCTION FOR ALL CONSTRUCTION ACTIVITIES.

FOLLOW THE SEQUENCE OF MAJOR ACTIVITIES DESCRIBED BELOW, UNLESS A SEQUENCE IS PROPOSED THAT IS EQUAL OR BETTER AT

CONTROLLING EROSION AND TRAPPING SEDIMENT AND IS APPROVED BY THE ENGINEER.

FOR EACH CONSTRUCTION PHASE, INSTALL PERIMETER CONTROLS AFTER CLEARING AND GRUBBING NECESSARY FOR INSTALLATION…