STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION

DRIVEWAY CONNECTION PERMIT

FOR ALL CATEGORIES

Access Classification:

See following pages for General and Special Provisions

PART 1: PERMIT INFORMATION

APPLICATION NUMBER:

Permit Category:

Project:

Permittee:

Section/Mile Post: State Road:

Section/Mile Post: State Road:

PART 2: PERMITTEE INFORMATION

Permittee Name:

Permittee Mailing Address:

City, State, Zip:

Telephone:

Engineer/Consultant/or Project Manager:

Engineer responsible for construction inspection:

NAME P.E. #

Mailing Address:

City, State, Zip:

Telephone:

PART 3: PERMIT APPROVAL

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

Permit Number:

Department of Transportation

Title:

Special provisions attached

Date of Issuance:

Signature:

Department Representative's Printed Name

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

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

SYSTEMS PLANNING - 06/06

850-040-18

NOYES

NOYES

Rule 14-96, F.A.C.

FAX, Mobile Phone, etc.

2024-A-297-00070

Tate Madden

SR-15 - Clay County Signalized Directionalized Median (phase 1) @ Radar Rd. (Fleming Island).

MAINTENANCE MANAGER/PERMITS

2024-A-297-00070

Tate Madden

Christopher Pogue

1571020000 / 6.797

Jacksonville, Florida 32258

(904) 504-6970 ext. ______

14775 Old St Augustine Road

7/18/2025

J - Government Entity 3

Fax: / Mobile:

Christopher Pogue

Approved 2024-A-297-00070 Christopher Pogue

7/18/2025

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.

9048255098 Delawrence Mcclure

Approved 2024-A-297-00070

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.

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

Note: Maintenance of Traffic Technician information not completed at the time of application submittal will be required when submitting work initiation.

Approved 2024-A-297-00070

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.

Approved 2024-A-297-00070

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:

May 30, 2025

RE: Proposed Triggers for Radar Road / Pine Forest Drive Connections to US 17

Background:

This memo summarizes requirements associated with FDOT Permit #2024-A-297-00070 regarding future improvements at the Radar Road / Pine Forest Drive connections to US 17.

Future Improvements / Obligations:

• The US 17 and East-West Parkway intersection must have the two northbound left-turn bays constructed.

• A traffic signal warrant analysis must be completed by Clay County and must demonstrate that signalization is warranted.

• The traffic signal may not be constructed until the Florida Department of Transportation (FDOT) has reviewed and approved the warrant analysis.

• Installation of stop bars on US 17, as well as construction of curb ramps and crosswalk pavement markings across US 17, will be deferred until the traffic signal is both warranted and constructed in the future.

• Once signalization is warranted for the intersection, it will be permitted and constructed by Clay

County.

Approved 2024-A-297-00070

F

LO

R

ID

A 'S

N O

T I C

E

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 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

/1

/2

T

\2

\T r a n s p o r ta ti o n \D e s ig n \r o a d w a y \K

E Y

S R

D .d g n

:4

:3

P

M

FT LAUDERDALE

MIAMI

NAPLES

KEY WEST

SHEET DESCRIPTIONSHEET NO.

m a d d e n t

COUNTYCLAYINDEX OF ROADWAY PLANS

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

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

-E

R -2

-E

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

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-A-297-00070

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

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

K

NAM YENDOR .

P

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

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

CLAYJULY 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

\S

IG

N R

D

.D

G N

:4

:4

P

M m a d d e n t

S

IG

N A

T U

R E

S H

E E

T S

F

D O

T M

O D

E L

TATE CABLE MADDEN 96205 2

Approved 2024-A-297-00070

T O

W N

C

E N

T E

R

B

L V

D

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

H I G

H W

A Y

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

T W

B

A S

-5

E

X U

S -1

D T

W

B

A S

-5

E

X

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

CLAYJULY 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

R E

.D G

N

:4

:5

P

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 3

Approved 2024-A-297-00070

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

CLAYJULY 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

:4

:5

P

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-A-297-00070

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")

CRUSHCRETE BASE (8")

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

CLAYJULY 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

:4

:5

P

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 5

Approved 2024-A-297-00070

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")

CRUSHCRETE BASE (8")

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

CLAYJULY 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

:4

:5

P

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 6

Approved 2024-A-297-00070

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

CLAYJULY 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

:4

:0

P

M m a d d e n t

T y p ic a l

M O

D E

L

TATE CABLE MADDEN 96205 7

Approved 2024-A-297-00070

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

CLAYJUNE 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

:4

:0

P

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 8

Approved 2024-A-297-00070

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

CLAYJULY 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

:4

:0

P

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-A-297-00070

� 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. 6' 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

CONST. 5' SIDEWALK

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

CLAYJULY 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

:4

:0

P

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 10

Approved 2024-A-297-00070

.2

.8

.2

.3

(+)0.400%

.0

.0

.1

.2

.3

.4

.4

V P

I

.3

E L

.4

PGL EXIST. GROUND

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

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

CLAYJULY 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

:4

:1

P

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 11

Approved 2024-A-297-00070

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

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

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

CLAYJULY 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

E T

A

IL

S .D

G N

:4

:1

P

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 12

Approved 2024-A-297-00070

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

CLAYJULY 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

\S U

M D

R D

.D G

N

:4

:1

P

M m a d d e n t

S U

M D

R A

IN

A

G E

S T

R U

C T

S H

E E

T S

M O

D E

L

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 12.00 N 15.55 W 15.55 E

S-2B Type C DBI, No Pvt. 106+09.00 95.90' LT 20.94 11.80 NE 11.80 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 16.90 S

S-15 YARD DRAIN 105+00.00 48.96' RT 20.13 18.50 E

S-16 YARD DRAIN 105+88.11 48.57' RT 20.08 18.30 E 18.30 W

S-17 YARD DRAIN 107+86.16 50.84' RT 20.18 17.90 E 17.90 W

S-18 Type C DBI, No Pvt. 109+93.71 30.88' RT 20.00 17.50 N 17.50 W SLOT ELEV: 18.75 (S)

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 14.50 S

MES_8 Mitered End Section 106+19.17 405.61' LT MES 14.50 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-A-297-00070

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

IS

T

IN

G

E A

S E

M E

N T

E X

IS

T

IN

G

E A

S E

M E

N T

P R

O P

O S

E D

R /W

L

IN

E

E L

.0

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

O F

F

.0

O F

F

.0

E X

IS

T

IN

G

E A

S E

M E

N T

E X

IS

T

IN

G

E A

S E

M E

N T

P R

O P

O S

E D

R /W

L

IN

E

118+00.00STA.

1" = 10' Vertical1" = 20' HorizontalSCALE

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

20 20

30 30

E X

IS

T

IN

G

R /W

L

IN

E

2.00% 1.67% 1.67%

2.00% 1.50% 1.50% 1:4

O F

F

.0

O F

F

.0

E L

.2

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

CLAYJULY 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

\R D

X S

R D

.D

G N

:4

:2

P

M m a d d e n t

C L

.0

S h e e t]

M O

D E

L

TATE CABLE MADDEN 96205 14

Approved 2024-A-297-00070

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

CLAYJULY 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 \D

R A

IN

A

G E

\P D

P L R

D .D

G N

:4

:3

P

M m a d d e n t

P o n d d e s ig n -2

S h e e t]

M O

D E

L

TATE CABLE MADDEN 96205 15

Approved 2024-A-297-00070

(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

6'-8"

7'-8"

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

8" 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

6'-8"

7'-8"

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

8" 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

3.38" ORIFICE

INV. EL. = 17.85

3.38"

ORIFICE EL. = 17.85

SIDE VIEWFRONT VIEW

TOP EL. = 19.50 TOP EL. = 19.50

6'-8"

7'-8"

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

8" 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

3.21" ORIFICE

INV. EL. = 14.87

3.21"

ORIFICE EL. = 14.87

3' 3'

3'3' 3'3'

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

CLAYJULY 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

D T

R D

.D

G N

:4

:3

P

M m a d d e n t

S P

E C

IA

L

D E

T A

IL

S

H E

E T

S M

O D

E L

TATE CABLE MADDEN 96205 16

Approved 2024-A-297-00070

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

391717

Approved 2024-A-297-00070

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 OF

CONTROLS BUT BEFORE BEGINNING OTHER WORK FOR THE CONSTRUCTION PHASE. REMOVE PERIMETER CONTROLS ONLY AFTER ALL UPSTREAM

AREAS ARE STABILIZED.

1. CLEARING AND GRUBBING, EARTHWORK, AND STORM DRAIN CONSTRUCTION FOR THE OUTFALL FROM THE PONDS.

2. CLEARING AND GRUBBING, EARTHWORK FOR POND CONSTRUCTION.

3. STORM DRAIN AND ROADWAY UNDERDRAIN CONSTRUCTION. CONSTRUCT THE STORM DRAIN PIPE IN THE UPSTREAM DIRECTION.

4. EARTHWORK ASSOCIATED WITH THE CONSTRUCTION OF ROADWAY, GRAVITY WALL, CURB, SUBGRADE, BASE, PAVEMENT, AND SIDEWALK.

1.C. AREA ESTIMATES:

TOTAL SITE AREA: 14.51 ACRES

TOTAL AREA TO BE DISTURBED: 6.37 ACRES

TOTAL AREA OF WETLAND IMPACTS: 0.03 ACRES

1.D. RUNOFF DATA:

RUNOFF COEFFIECIENTS:

SEE DRAINAGE CALCULATIONS

SOILS DATA: THE RESULTS OF THE SOIL BORINGS ALONG THE ROADWAY ARE SHOWN IN THE ROADWAY SOIL SURVEY SHEET(S). THE

RESULTS OF SOIL BORINGS DONE IN THE PONDS ARE SHOWN ON THE POND DETAIL SHEETS. THE NUMBERS FOR THESE ARE IDENTIFIED ON

THE KEY SHEET OF THESE CONSTRUCTION PLANS. IN GENERAL, THE SOILS ARE CLAYEY SANDS.

OUTFALL INFORMATION:

THERE ARE 2 OUTFALLS ON THE PROJECT.

#1 DESCRIPTION: LIBRARY POND. THIS DISCHARGES TO THE ADJACENT WETLAND.

LOCATION: LATITIUDE 30°05’36”N, LONGITUDE, 81°42’36”W.

EST. DRAINAGE AREA SIZE: 5.97 ACRES

RECEIVING WATER NAME: ADJACENT WETLAND

#2 DESCRIPTION: CHURCH POND. THIS DISCHARGES TO THE ROADWAY DITCH ALONG U.S. 17.

LOCATION: LATITIUDE 30°05’28”N, LONGITUDE, 81°42’23”W.

EST. DRAINAGE AREA SIZE: 8.54 ACRES

RECEIVING WATER NAME: U.S. 17 DITCH

1.E. SITE MAP:

THE CONSTRUCTION PLANS ARE BEING USED AS THE SITE MAPS. THE LOCATION OF THE REQUIRED INFORMATION IS DESCRIBED BELOW. THE SHEET NUMBERS FOR THE PLAN SHEETS REFERENCED ARE IDENTIFIED ON THE KEY SHEET OF THESE

CONSTRUCTION PLANS.

* DRAINAGE PATTERNS: THE DRAINAGE BASIN DIVIDES AND FLOW DIRECTIONS ARE SHOWN ON THE DRAINAGE MAPS. THE BACK OF SIDEWALK PROFILE SHEETS SHOW OVERLAND FLOW DIRECTION AT THE RIGHT OF WAY LINE. THE ARROWS ABOVE AND BELOW THE PROFILE REPRESENT THE FLOW DIRECTION AT THE LEFT AND RIGHT PROPERTY LINE, RESPECTIVELY. ARROWS POINTING TO THE PROFILE INDICATE RUNOFF COMING TO THE SITE. POINTING AWAY FROM THE SITE INDICATE RUNOFF

LEAVING THE SITE.

*APPROXIMATE SLOPES: THE SLOPES OF THE SITE CAN BE SEEN IN THE CROSS SECTION SHEETS AND THE PLAN-PROFILE

SHEETS. THERE ARE POND CROSS SECTIONS LOCATED WITH THE POND DETAIL SHEETS.

*AREAS OF SOIL DISTURBANCE: THE AREAS TO BE DISTURBED ARE INDICATED ON THE PLAN-PROFILE SHEETS, THE CROSS SECTION SHEETS, AND THE POND DETAIL SHEETS. ANY AREAS WHERE PERMANENT FEATURES ARE SHOWN TO BE CONSTRUCTED

ABOVE OR BELOW GROUND WILL BE DISTURBED.

*AREAS NOT TO BE DISTURBED: ESSENTIALLY THE WHOLE PROJECT WILL BE DISTURBED DURING CONSTRUCTION.

*LOCATIONS OF TEMPORARY CONTROLS: THESE ARE SHOWN ON THE EROSION CONTROL SHEETS EXCEPT FOR THE CONTROLS ASSOCIATED WITH THE BOX CULVERT REPLACEMENT WHICH ARE SHOWN ON THE BOX CULVERT CONSTRUCTION DETAIL SHEET.

TABLES PROVIDING SUMMARIES OF TEMPORARY EROSION AND SEDIMENT CONTROL ITEMS ARE PROVIDED IN THE SUMMARY OF

QUANTITY SHEETS.

* LOCATIONS OF PERMANENT CONTROLS: THE STORMWATER PONDS ARE THE PRIMARY PERMANENT STORMWATER MANAGEMENT

CONTROLS. THESE ARE SHOWN ON THE POND DETAIL SHEETS.

* AREAS TO BE STABILIZED: TEMPORARY STABILIZATION PRACTICES ARE SHOWN IN THE SAME LOCATION AS THE TEMPORARY CONTROLS MENTIONED ABOVE. PERMANENT STABILIZATION IS SHOWN ON THE TYPICAL SECTION SHEETS, THE PLAN-PROFILE

SHEETS AND THE POND DETAIL SHEETS.

1.F. RECEIVING WATERS:

SEE ITEM 1.D. FOR THE OUTFALL LOCATIONS AND RECEIVING WATER NAMES. THERE ARE NO WETLAND AREAS ON THE PROJECT

SITE.

License No.

Registry - 2584 LC - 0000316

PREVENTION PLAN

STORM WATER POLLUTION

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

CLAYJULY 2025 22-358

T H

E O

F F

IC

IA

L R

E C

O R