Giddens_RFC_Plans_2025-11-25.pdf

11/25/2025 2:58:23 PM c:\pw_work\american-pw-01\d0987738\KEYSRD01.dwgJacob Barnett

GIDDENS ROAD

SHEET NO. SHEET DESCRIPTION

1 KEY SHEET

2 GENERAL NOTES

3 SUMMARY OF QUANTITIES

4 TYPICAL SECTION

5 PROJECT LAYOUT

6 DRAINAGE MAP

7 ROADWAY PLAN & PROFILE

8 - 9 CROSS SECTIONS

10 SIGNING & PAVEMENT MARKING PLAN

11 - 16 MISCELLANEOUS DETAILS

ENGINEER OF RECORD:

JACOB C. BARNETT

P.E. NO.:101565

CONSOR NORTH AMERICA, INC.

4489 WOODBINE ROAD

PACE, FL 32571

VENDER NO.: 93-0768555001

CHIPLEY

TALLAHASSEE

JACKSONVILLE

ST AUGUSTINE

GAINESVILLE

OCALA

DELAND 4

NEW PORT RICHEY

TAMPA

LAKELAND

MELBOURNE -

COCOA

ORLANDO

BARTOWST PETERSBURG

FT PIERCE

FT MYERS

FT LAUDERDALE

MIAMI

NAPLES

KEY WEST

FORT WALTON

BEACH

PENSACOLA

WEST PALM

BEACH

FLORIDA

TURNPIKE

PANAMA

CITY

LAKE

CITY

DAYTONA

BEACH

SARASOTA -

BRADENTON

BEE LINE

EXPRESSWAY

PROJECT LOCATION

COUNTY OF SANTA ROSA, FLORIDA

PUBLIC WORKS

CONSTRUCTION PLANS

PROJECT NO. 2021-TRN-006-0200

SANTA ROSA COUNTY BOARD OF COMMISSIONERS�

BOBBY BURKETT

DISTRICT 1 COMMISSIONER

KERRY SMITH

DISTRICT 2 COMMISSIONER

RHETT ROWELL

DISTRICT 3 COMMISSIONER

RAY EDDINGTON

VICE CHAIRMAN

DISTRICT 4 COMMISSIONER

COLTEN WRIGHT

CHAIRMAN

DISTRICT 5 COMMISSIONER

N

SECTION 04, 09 TOWNSHIP 1 N RANGE 29 W

R -3

0- W

R -2

9- W

PLANS PREPARED BY:

RELEASED FOR CONSTRUCTION

GOVERNING STANDARD PLANS:

FLORIDA DEPARTMENT OF TRANSPORTATION, FY2026-27 STANDARD PLANS FOR ROAD AND

BRIDGE CONSTRUCTION AND APPLICABLE INTERIM REVISIONS (IRS).

STANDARD PLANS FOR ROAD CONSTRUCTION AND ASSOCIATED IRS ARE AVAILABLE AT THE

FOLLOWING WEBSITE: HTTPS://WWW.FDOT.GOV/DESIGN/STANDARDPLANS/CURRENT

APPLICABLE IRS: N/A

GOVERNING STANDARD SPECIFICATIONS:

FLORIDA DEPARTMENT OF TRANSPORTATION, FY2026-27 STANDARD SPECIFICATIONS FOR

ROAD AND BRIDGE CONSTRUCTION AT THE FOLLOWING WEBSITE:

HTTPS://WWW.FDOT.GOV/PROGRAMMANAGEMENT/IMPLEMENTED/SPECBOOKS

INDEX OF CONTRACT PLANS

SHEET NO.

END CONSTRUCTION

£ SURVEY CHUMUCKLA HWY

STA. 71+10.16

BEGIN PROJECT

BEGIN CONSTRUCTION

£ SURVEY CHUMUCKLA HWY

STA. 69+61.76

T-2-N T-1-N

T-2-N T-1-N

END PROJECT

END CONSTRUCTION

£ SURVEY GIDDENS ROAD

STA. 13+13.54

R -2

9- W

R -2

8- W

Jacob Barnett

GENERAL NOTES�

1. BENCHMARK ELEVATIONS AS IDENTIFIED ON THE SURVEY ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) DERIVED FROM FDOT BENCHMARK 58-22-CO1V HAVING A PUBLISHED ELEVATION OF 72.27'.

2. HORIZONTAL POSITIONS FOR ALL FEATURES SHOWN ON THE PLANS BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM, FLORIDA NORTH ZONE - NAD 83/2011, BASE BEARING OF S 86°58'25" E ALONG THE NORTH LINE

OF SECTION 9, T-1-N, R-29-W, SANTA ROSA COUNTY, FLORIDA.

3. UTILITY LOCATIONS IF SHOWN HEREON ARE BASED ON COPY OF COUNTY MAPS, FIELD WORK AND EXISTING FIELD MONUMENTATION AND SECTIONAL MONUMENTATION FOR THE NORTH LINE OF SECTION 9, T-1-N, R-29-W, SANTA

ROSA COUNTY, FLORIDA, COPY OF RECORD PLAT FOR FIELDCREST, AS RECORDED IN PLAT BOOK 10, PAGE 66 OF THE PUBLIC RECORDS OF SANTA ROSA COUNTY, FLORIDA. COPY OF FDOT RIGHT-OF-WAY MAP S.R. 197, SECTION

5807, PROJECT 5297 RD. (265), COPY OF PLAT FOR TWIN HILLS ESTATES, PLAT BOOK C, PAGE 187 OF THE PUBLIC RECORDS OF SANTA ROSA COUNTY, FLORIDA.

4. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL PLAN DIMENSIONS AND SITE CONDITIONS, AND IS TO NOTIFY THE COUNTY OF SANTA ROSA AND/OR THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE SITE

CONDITIONS AND INFORMATION SHOWN ON THE PLANS PRIOR TO COMMENCING WORK.

5. THE CONTRACTOR SHALL PROVIDE CONTINUOUS TRAFFIC ACCESS TO ADJOINING PROPERTIES ALONG THE ENTIRE LENGTH OF THE PROJECT.

6. IT IS NOT THE INTENT OF THESE PLANS TO SHOW ALL TEMPORARY EROSION CONTROL, TEMPORARY DRAINAGE, AND INCIDENTAL CONSTRUCTION NECESSARY TO PREVENT EROSION. THE CONTRACTOR IS TO PROVIDE EROSION

CONTROL / SEDIMENTATION BARRIERS (SYNTHETIC BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS AND WATERWAYS. IN ADDITION, THE CONTRACTOR SHALL PLACE

STRAW, MULCH, OR OTHER SUITABLE MATERIAL ON THE GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT SITE. IF IN THE OPINION OF THE ENGINEER AND/OR LOCAL AUTHORITIES, EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF-SITE AND INTO EXISTING STORM DRAINAGE FACILITIES EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO PROVIDE EROSION

CONTROL AND RESTORE THE AREA TO THE SATISFACTION OF THE ENGINEER AND/OR LOCAL AUTHORITIES.

7. THE CONTRACTOR SHALL MAINTAIN THE RIGHT-OF-WAY DURING CONSTRUCTION IN A SATISFACTORY MANNER TO PREVENT THE DEPOSITION OF SAND, ETC. BY WATER OR WIND EROSION ONTO ADJACENT PROPERTIES. EROSION

CONTROL MEASURES SHALL BE IN PLACE PRIOR TO BEGINNING CONSTRUCTION. EROSION CONTROL ITEMS ARE ESTIMATED FOR PREVENTION, CONTROL, ABATEMENT OF EROSION, SEDIMENTATION, AND WATER SOLUTION. THESE

ITEMS ARE TO BE USED AT THE LOCATIONS DESCRIBED IN THE CONTRACTOR'S APPROVED EROSION CONTROL FLOW OR AS DIRECTED BY THE ENGINEER TO COMPLY WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS.

8. CONTRACTOR TO BAHIA SOD OR TURF ALL DISTURBED AREAS EXCEPT WHERE RESIDENTIAL SOD IS DISTURBED. WHERE RESIDENTIAL SOD IS DISTURBED, CONTRACTOR SHALL MATCH EXISTING.

9. CONTRACTOR SHALL EMPLOY CONSTRUCTION METHODS THAT WILL NOT PRODUCE DAMAGING VIBRATIONS, SOIL MOVEMENT, SOIL LOSS, OR INSTABILITY OF ADJACENT EXISTING STRUCTURES. ANY DAMAGE TO ADJACENT

STRUCTURES WITHIN (50 FEET) AS A RESULT OF THE PROPOSED WORK SHALL BE REPAIRED AT NO ADDITIONAL EXPENSE TO THE COUNTY.

10. ALL NECESSARY PERMITS AND APPROVALS FROM THE AGENCIES GOVERNING THIS WORK SHALL BE SECURED PRIOR TO BEGINNING

CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL PERMITS HAVE BEEN OBTAINED PRIOR TO

CONSTRUCTION COMMENCEMENT.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ANY EXISTING IMPROVEMENTS AND/OR FEATURES, INCLUDING PERMANENT

SURVEY MARKERS AND BENCHMARKS, WHICH ARE NOT DESIGNATED TO BE REMOVED OR ALTERED ON THE PLANS.

12. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING RECORD DRAWINGS DURING CONSTRUCTION WHICH SHOW "AS-BUILT" CONDITIONS OF

ALL WORK.

13. UTILITY/AGENCY OWNERS:

AT&T DISTRIBUTION (TELEPHONE) MEDIACOM SOUTHEAST LLC (CATV)

NAME: STEPHEN KENNINGTON NAME: EDDIE ARNOLD

EMAIL: sk1674@att.com PHONE: (850) 934-2560

CITY OF MILTON (GAS) PACE WATER SYSTEM (SEWER, WATER)

NAME: JOE COOK NAME: DAMON BOUTWELL

PHONE: (850) 983-5434 PHONE: (850) 994-5129

EMAIL: jecook@miltonfl.org EMAIL: dboutwell@pacewater.org

FLORIDA POWER & LIGHT (ELECTRIC)

NAME: USIC DISPATCH CENTER

PHONE: (850) 444-6895

EMAIL: Stephen.Harris@fpl.com

- REINFORCED CONCRETE PIPE

- CORNER

- CONCRETE

- RIGHT-OF-WAY

- TOP ELEVATION

- INVERT ELEVATION

- AVERAGE

- CORRUGATED METAL PIPE

- SECTION

- BENCHMARK

- TEMPORARY BENCHMARK

- DRIVEWAY

- SANTA ROSA COUNTY ENGINEERING

- REFERENCE

- POINT

- MANHOLE

- SANITARY SEWER MANHOLE

- IRON PIPE

- CAPPED IRON PIPE

- CAPPED IRON ROD

- IRON ROD

- CONCRETE MONUMENT

- DEED

- FIELD

- CENTERLINE

- POINT OF CURVATURE

- POINT OF TANGENCY

- LEFT

- RIGHT

- FOUND

- OAK TREE & SIZE

- SIGN (SINGLE SUPPORT)

- FIRE HYDRANT

- WATER VALVE

TE

LEGEND

IE

R/W

CONC.

AVG.

CMP

BT

W

- BURIED TELEPHONE

- BURIED WATER MAIN

- OVERHEAD UTILITY

- BURIED GAS MAIN

- BURIED FORCEMAIN

- POWER POLE

- EXISTING SPOT ELEVATION

- ASPHALT AREA

- CONCRETE FENCE

- EXISTING CONTOUR

- TELEPHONE PEDESTAL

- BURIED FIBER OPTIC SIGN POST

- FENCE LINE

- WATER METER

- GUY ANCHOR

- STREET SIGN

- AT&T PEDESTAL

- ROADSIDE MAILBOX

- SANITARY SEWER MANHOLE

- AT&T BOLLARD

- AT&T M.H.

OHU

XX

G

COR.

RCP

SEC.

BM

TBM

DWY.

SRCE

Ref.

Pt.

M.H.

SSMH

IP

CIP

CIR

IR

CM

(D) (F) C/L

PC

PT

LT.

RT.

FND.

DRAWN BY:

CHECKED BY:

SHEET NO.

PROJECT NO.

APPROVED BY:

JACOB C. BARNETT, P.E.

LIC. No. 101565

NO. DESCRIPTION

REVISIONS

C:\pw_work\american-pw-01\d0987738\GNNTRD01.dwg Nov 25, 2025 - 2:58pm

S

AN

TA

R

OS

A

C

OU

N

TY

P U B

LI

C W

OR

K S

O

LD

B

AG

D

AD

H

IG

H W

AY

S

TE

M

IL

TO

N F

LO

R

ID

A

DESIGNED BY:

G I D D E N S R

O A D

P R E P

AR

E D B

Y:

W O

O

DB

IN

E

RO

AD

PA

CE

, F

LO

RI

DA

PH

O N

E:

(8

) 2

-1

G E N E R A L N

O T E S

2021-TRN-006-0200

DRAWN BY:

CHECKED BY:

SHEET NO.

PROJECT NO.

APPROVED BY:

JACOB C. BARNETT, P.E.

LIC. No. 101565

NO. DESCRIPTION

REVISIONS

C:\pw_work\american-pw-01\d0987738\SUMQRD01.dwg Nov 25, 2025 - 2:58pm

S

AN

TA

R

OS

A

C

OU

N

TY

P U B

LI

C W

OR

K S

O

LD

B

AG

D

AD

H

IG

H W

AY

S

TE

M

IL

TO

N F

LO

R

ID

A

DESIGNED BY:

G I D D E N S R

O A D

P R E P

AR

E D B

Y:

W O

O

DB

IN

E

RO

AD

PA

CE

, F

LO

RI

DA

PH

O N

E:

(8

) 2

-1

S U M M A R Y O

F Q U A N T I T I E S

2021-TRN-006-0200

ITEM NO� DESCRIPTION UNIT 4UANTITY

1 MOBILIZATION LS 1

2 MAINTENANCE OF TRAFFIC LS 1

3 CLEARING & GRUBBING AC 0.16

4 TREE REMOVAL EA 5

5 PIPE REMOVAL, 30" AND LARGER LF 89

6 REMOVAL OF EXISTING ASPHALT SY 98

7 REMOVAL OF DITCH BOTTOM INLET EA 1

8 REMOVAL OF MITERED END SECTION EA 1

9 REGULAR EXCAVATION CY 56.6

10 EMBANKMENT CY 76.1

11 TYPE B STABILIZATION SY 543

12 OPTIONAL BASE, BASE GROUP 14 SY 410

13 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 1389

14 SUPERPAVE ASPHALTIC CONC, TRAFFIC C, (3") TN 67.7

15 FRICTION COURSE FC-12.5 (TRAFFIC C) (1.5") TN 148.5

16 PERFORMANCE TURF, SOD SY 347

17 INLETS, DT BOT, TYPE C,<10' EA 1

18 MANHOLE, TYPE P-7, <10' EA 2

19 PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 18" SD LF 15

20 PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 24" SD LF 243

21 PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 30" SD LF 4

22 MITERED END SECTION, OPTIONAL ROUND, 24" SD EA 1

23 CONCRETE JACKET EA 2

24 SINGLE POST SIGN, RELOCATE EA 1

25 SINGLE POST SIGN, REMOVE EA 1

26 SINGLE COLUMN GROUND SIGN ASSEMBLY, F&I, GROUND MOUNT, LESS THAN 12SF EA 4

27 OBJECT MARKER, TYPE 1 EA 3

28 RAISED PAVEMENT MARKER, TYPE B (WHITE/RED) EA 17

29 RAISED PAVEMENT MARKER, TYPE B (YELLOW) EA 20

30 PAINTED PAVEMENT MARKINGS, FINAL SURFACE LS 1

31 THERMOPLASTIC, STANDARD, WHITE, SOLID, 18" FOR DIAGONALS AND CHEVRONS LF 21

32 THERMOPLASTIC, STANDARD WHITE, SOLID, 24" FOR STOP LINE AND CROSSWALK LF 31

33 THERMOPLASTIC, STANDARD YELLOW, SOLID, 18" FOR DIAGONALS AND CHEVRONS LF 16

34 THERMOPLASTIC, STANDARD, WHITE, ARROW EA 7

35 THERMOPLASTIC, STANDARD, WHITE, MESSAGE OR SYMBOL EA 3

36 THERMOPLASTIC, STANDARD-OTHER SURFACES, WHITE, SOLID, 8" GM 0.010

37 THERMOPLASTIC, STANDARD-OTHER SURFACES, WHITE, SOLID, 6" GM 0.169

38 THERMOPLASTIC, STANDARD-OTHER SURFACES, YELLOW, SOLID, 6" GM 0.134

TYPICAL SECTION

GIDDENS ROAD

STA� 10�1��01 TO STA� 12��1��1

PAVEMENT WIDENING

OPTIONAL BASE GROUP 14 TYP B 12.5 WITH

TYP SP STRUCTURAL COURSE (TRAFFIC C) (3.00")

AND FRICTION COURSE FC-12.5 (TRAFFIC C) (1.5")

MILLING AND RESURFACING

MILL EXISTING ASPHALT 1.5" FOR DEPTH

FRICTION COURSE FC-12.5 (TRAFFIC C) (1.5")

11'11'

£ SURVEY GIDDENS ROAD

EXIST. R/W 25' EXIST. R/W 25'

Exist. R/WExist. R/W

TYPE B 12" STABILIZATION

LBR 40

Natural Ground Natural Ground

SAWCUT

2.00% 2.00% 2.00%

PAVEMENT

WIDENING

(11' TYP.)

MILLING AND RESURFACING

EXIST. TRAVEL LANES

(22' TYP.)

4'

SHLDR

0.061:41:3

4'

DITCH

BOTTOM

DEPTH

(0.5' TYP.)

SOD

STANDARD CLEARING AND GRUBBING

NOTE:

FOR IMPROVEMENTS TO ALL COUNTY ROADWAYS, IT IS

THE CONTRACTORS RESPONSIBILITY TO INSTALL ALL

NECESSARY LEVELING COURSES TO PROVIDE A PROPER

ROADWAY CROSS-SECTION. CROSS SECTIONS SHALL

HAVE A 2% CROWNED ROADWAY WITH MIN 4'

STABILIZED SHOULDER @ 6% SLOPE. ALL WORK SHALL

BE DONE TO FDOT SPECIFICATIONS.

DRAWN BY:

CHECKED BY:

SHEET NO.

PROJECT NO.

APPROVED BY:

JACOB C. BARNETT, P.E.

LIC. No. 101565

NO. DESCRIPTION

REVISIONS

C:\pw_work\american-pw-01\d0987738\TYPSRD01.dwg Nov 25, 2025 - 2:58pm

S

AN

TA

R

OS

A

C

OU

N

TY

P U B

LI

C W

OR

K S

O

LD

B

AG

D

AD

H

IG

H W

AY

S

TE

M

IL

TO

N F

LO

R

ID

A

DESIGNED BY:

G I D D E N S R

O A D

P R E P

AR

E D B

Y:

W O

O

DB

IN

E

RO

AD

PA

CE

, F

LO

RI

DA

PH

O N

E:

(8

) 2

-1

T Y P I C A L

S E C T I O N

RED CIRCLE

NAIL/DISK

4"X4" CM

LEGEND

TBM 136/18B

TBM 136/18C

TBM 136/18D

TBM 136/19A

BM 136/19C

TBM 136/19B

80 90

BEGIN £ SURVEY

CHUMUCKLA HIGHWAY

STA. 60+20.00

NORTHING: 597407.71

EASTING: 1131461.52

END £ SURVEY CHUMUCKLA HIGHWAY

STA. 143+27.38

NORTHING: 604551.13

EASTING: 1127772.43

PC STA. 69+72.50

PT STA. 89+39.59

BEGIN £ SURVEY GIDDENS ROAD

STA. 10+00.00

NORTHING: 598434.13

EASTING: 1131514.43

END £ SURVEY GIDDENS ROAD

STA. 49+65.16

NORTHING: 598224.78

EASTING: 1135474.05

PI STA. 23+10.29

PI STA. 49+31.08

CURVE DATA CHUMUCKLA HWY (1)

PI STA. = 79+96.45

DELTA = 39° 16' 16"

D = 1° 59' 47" T = 1023.95 L = 1967.09 R = 2869.94

PC STA. = 69+72.50

PT STA. = 89+39.59

N

1" = 1000'

PROPERTY OWNER� MOORE ALAN L & SMITH SANDRA A

MAILING ADDRESS� 4900 FOREST CREEK DR PACE 32571

PARCEL NUMBER� 05-1N-29-5802-00J00-0010

PROPERTY OWNER� CAMPBELL GARY M & DALE S

MAILING ADDRESS� 4938 CHUMUCKLA HWY PACE 32571

PARCEL NUMBER� 09-1N-29-0000-00204-0000

PROPERTY OWNER� FORTUNE ASSET LIMITED PARTNERSHIP

MAILING ADDRESS� 4971 CHUMUCKLA HWY PACE 32571

PARCEL NUMBER� 09-1N-29-0000-02803-0000

PROPERTY OWNER� CAMPBELL GARY M

MAILING ADDRESS� 4938 CHUMUCKLA HWY PACE 32571

PARCEL NUMBER� 09-1N-29-0000-00206-0000

PROPERTY OWNER� FORTUNE EDMOND M TRTEE ET AL

MAILING ADDRESS� 4971 CHUMUCKLA HWY PACE 32571

PARCEL NUMBER� 09-1N-29-0000-02801-0000

PROPERTY OWNER� CAMPBELL MAHLON C & MARY B

MAILING ADDRESS� 3915 GIDDENS RD PACE 32571

PARCEL NUMBER� 09-1N-29-0000-00202-0000

PROPERTY OWNER� PONDER LOUISE ET AL

MAILING ADDRESS� 5017 CHUMUCKLA HWY PACE 32571

PARCEL NUMBER� 04-1N-29-0000-01000-0000

PROPERTY OWNER� GULF BEACH CONSTRUCTION INC

MAILING ADDRESS� 1308 UPLAND CREST CT GULF BREEZE 32563

PARCEL NUMBER� 04-1N-29-0000-02613-0000

PROPERTY OWNER� GULF BEACH CONSTRUCTION INC

MAILING ADDRESS� 1308 UPLAND CREST CT GULF BREEZE 32563

PARCEL NUMBER� 04-1N-29-0000-02676-0000

PROPERTY OWNER� GUY FREDDIE MICHAEL

MAILING ADDRESS� 5847 TWIN OAKS DR PACE 32571

PARCEL NUMBER� 04-1N-29-0000-02646-0000

PROPERTY OWNER� CARROLL SHANNAN

SITE ADDRESS� 5007 SERRY LN MILTON 32571

PARCEL NUMBER� 04-1N-29-0000-02605-0000

PROPERTY OWNER� CANTRELL JOSEPH HENRY SR

MAILING ADDRESS� 5032 CHUMUCKLA HWY PACE 32571

PARCEL NUMBER� 04-1N-29-0000-02608-0000

PROPERTY OWNER� FORTUNE EDMOND M TRTEE ET AL

MAILING ADDRESS� 4971 CHUMUCKLA HWY PACE 32571

PARCEL NUMBER� 04-1N-29-0000-00400-0000

PROPERTY OWNER� YOUNG ROBERT & KAREN

MAILING ADDRESS� 5051 CHUMUCKLA HWY PACE 32571

PARCEL NUMBER� 04-1N-29-0000-00402-0000

PROPERTY OWNER� FOWLER SAMUEL JR & CHERYL

MAILING ADDRESS� 5052 CHUMUCKLA HWY PACE 32571

PARCEL NUMBER� 04-1N-29-0000-02630-0000

PROPERTY OWNER� MURPHY ROBERT H JR

MAILING ADDRESS� 4964 HIGHWAY 90 STE A PACE 32571

PARCEL NUMBER� 04-1N-29-0000-00201-0000

PROPERTY OWNER� LAYTON BRUCE W

MAILING ADDRESS� 5072 CHUMUCKLA HWY PACE 32571

PARCEL NUMBER� 04-1N-29-0000-00100-0000

PROPERTY OWNER� SCHLEGEL CALEB A

MAILING ADDRESS� 5101 CHUMUCKLA HWY PACE 32571

PARCEL NUMBER� 04-1N-29-0000-00203-0000

PROPERTY OWNER� BELL JUNE E & PERRITT JENNIFER D

MAILING ADDRESS� 5094 CHUMUCKLA HWY PACE 32571

PARCEL NUMBER� 04-1N-29-0000-00300-0000

PROPERTY OWNER� JACKSON JAMES C & DEANNA

MAILING ADDRESS� 5110 CHUMUCKLA HWY PACE 32571

PARCEL NUMBER� 04-1N-29-0000-04101-0000

PROPERTY OWNER� KING TYLER J & SARA E

MAILING ADDRESS� 5115 CHUMUCKLA HWY PACE 32571

PARCEL NUMBER� 04-1N-29-0000-03204-0000

PROPERTY OWNER� SUMLIN PAMELA KAY (POWELL)

MAILING ADDRESS� 5123 CHUMUCKLA HWY PACE 32571

PARCEL NUMBER� 04-1N-29-0000-03200-0000

PROPERTY OWNER� DOWLER BEVERLY

MAILING ADDRESS� 5751 WHISPERING WOODS DR PACE 32571

PARCEL NUMBER� 04-1N-29-0000-04100-0000

PROPERTY OWNER� JOSEPH BLAINE S & HEATHER L

MAILING ADDRESS� 5131 CHUMUCKLA HWY PACE 32571

PARCEL NUMBER� 04-1N-29-0000-03205-0000

PROPERTY OWNER� CORNELISON LAURA A

MAILING ADDRESS� 5593 MADELINES WAY PACE 32571

PARCEL NUMBER� 04-1N-29-0000-03800-0000

PROPERTY OWNER� DANNELLY RHONDA MARIE

MAILING ADDRESS� 5157 CHUMUCKLA HWY PACE 32571

PARCEL NUMBER� 04-1N-29-0000-03700-0000

BENCHMARK DATA

POINT # DESCRIPTION ELEVATION NORTHING EASTING

TBM 136/18B RED CIRCLE 105.49' 597419.59 1131487.73

TBM 136/18C RED CIRCLE 122.76' 598425.75 1131482.57

TBM 136/18D NAIL DISK 120.55' 598381.19 1132077.82

TBM 136/19A RED CIRCLE 127.57' 599420.89 1131390.68

TBM 136/19B RED CIRCLE 130.51' 600122.35 1131040.83

BM 136/19C 4"X4" CM 131.02' 600380.81 1130895.05

19 20

CURVE DATA CHUMUCKLA HWY (1)

£ SURVEY CHUMUCKLA HIGHWAY

£ SURVEY GIDDENS ROAD

BEGIN PROJECT

BEGIN CONSTRUCTION

STA. 69+61.76

END CONSTRUCTION

STA. 71+10.16

END PROJECT

END CONSTRUCTION

STA. 13+13.54

N 36° 15' 56

" W

S

' 2 5" E

S 86° 58' 25" E

N 03° 00' 20" E

S 86° 58' 33" E

DRAWN BY:

CHECKED BY:

SHEET NO.

PROJECT NO.

APPROVED BY:

JACOB C. BARNETT, P.E.

LIC. No. 101565

NO. DESCRIPTION

REVISIONS

C:\pw_work\american-pw-01\d0987738\PLAYRD01.dwg Nov 25, 2025 - 2:59pm

S

AN

TA

R

OS

A

C

OU

N

TY

P U B

LI

C W

OR

K S

O

LD

B

AG

D

AD

H

IG

H W

AY

S

TE

M

IL

TO

N F

LO

R

ID

A

DESIGNED BY:

G I D D E N S R

O A D

P R E P

AR

E D B

Y:

W O

O

DB

IN

E

RO

AD

PA

CE

, F

LO

RI

DA

PH

O N

E:

(8

) 2

-1

P R O J E C T L

A Y O U T

90 90

10010

120 120

92 92

122122

122122

124124

EX-01

EX-02

EX-11

EX-06

EX-10

EX-09

EX-07

EX-08

EX-04

EX-03

EX-12

EX-13

EX-14

EX-15

EX-18

EX-19

EX-17*

EX-05

EX-16*

EX-01

MES

FL 100.78 (36")

FL 100.71 (36")

EX-02

MES

FL 104.43 (36")

FL 104.47 (36")

EX-03

PIPE

FL 107.43 (24")

EX-04

PIPE

FL 107.73 (24")

EX-05

PIPE

FL 119.07 (18")

EX-06

GRATE INLET

TOP EL 120.50

FL 116.57

EX-07

CONC. STRUCTURE

TOP EL 122.45

FL UNKNOWN (36")

EX-08

MES

FL UNKNOWN (36")

EX-09

BURIED JUNCTION

FL UNKNOWN (30")

FL UNKNOWN (36")

EX-10

BURIED JUNCTION

FL UNKNOWN (24")

FL UNKNOWN (36")

EX-11

MES

FL 115.82 (36")

EX-12

MES

FL 116.98 (24")

EX-13

MES

FL 117.53 (24")

EX-14

MES

FL 119.55 (18")

EX-15

MES

FL 119.95 (18")

EX-16*

GRATE INLET

TOP EL 121.69

FL 117.90 (18")

FL 117.79 (30")

EX-17*

MES

FL 118.39 (30")

EX-18

MES

FL 120.15 (30")

EX-19

MES

FL 120.89 (30")

BEG. PROJECT

STA. 69+61.76 END PROJECT

STA. 13+13.54

*STRUCTURES TO BE REMOVED

BASIN 8

16.26 AC

BASIN 6

19.49 AC

BASIN 9

3.37 AC

BASIN 7

2.80 AC

BASIN 5

1.38 AC

BASIN 4

0.11 AC

BASIN 3

0.20 AC

BASIN 2

0.43 AC

BASIN 1

0.08 AC

N

1"

GIDDENS ROAD

S E R R Y

LA

N E

H

AM

IL

TO

N

LA

NE

CH

UM

UCKLA H

IGH

W

AY

FOREST CREEK D

RIVE

CHARLES CIRCLE

WINDSOR LANE

WILEY PENTON ROAD

S-1 S-4

S-2 S-3

DRAWN BY:

CHECKED BY:

SHEET NO.

PROJECT NO.

APPROVED BY:

JACOB C. BARNETT, P.E.

LIC. No. 101565

NO. DESCRIPTION

REVISIONS

C:\pw_work\american-pw-01\d0987738\DRMPRD01.dwg Nov 25, 2025 - 2:59pm

S

AN

TA

R

OS

A

C

OU

N

TY

P U B

LI

C W

OR

K S

O

LD

B

AG

D

AD

H

IG

H W

AY

S

TE

M

IL

TO

N F

LO

R

ID

A

DESIGNED BY:

G I D D E N S R

O A D

P R E P

AR

E D B

Y:

W O

O

DB

IN

E

RO

AD

PA

CE

, F

LO

RI

DA

PH

O N

E:

(8

) 2

-1

D R A I N A G E M

A P

10+00 11+00 12+00 13+00 14+00

BEG. STA. 10+00.00 £ SURVEY GIDDENS ROAD =

STA. 70+47.79 £ SURVEY CHUMUCKLA HIGHWAY

PC STA. 69+72.50

£ SURVEY GIDDENS ROAD S 86° 58' 25" E

N

3°

0'

0" E

S U R V E Y

C H U M U C K L A

H

IG

H W A Y

50' 50'

10 40

Feet

N

50' 50'

LEGEND

PAVEMENT WIDENING

MILLING & RESURFACINGBEGIN PROJECT

BEGIN CONSTRUCTION

BEGIN MILLING AND RESURFACING

STA. 69+61.76

END CONSTRUCTION

END MILLING AND RESURFACING

STA. 71+10.16

END PROJECT

END CONSTRUCTION

STA. 13+13.54

+91.51

11.00 LT.

+73.58

11.00 LT.

+10.16

21.00 RT.

+10.16

19.00 RT.

END PAVEMENT WIDENING

END MILLING AND RESURFACING

STA. 12+91.51

BEGIN PAVEMENT WIDENING

STA. 10+19.01

R 55'

LIMITS OF MILLING AND RESURFACING

LIMITS OF MILLING AND RESURFACING

LIMITS OF MILLING AND RESURFACING Exist. R/W

Exist. R/W

Exist. R/W

Exist. R/W

Exist. R/W Exist. R/W

SAWCUT FOR PAVEMENT WIDENING

SAWCUT

Exist. Pavement (TO BE REMOVED)

Exist. Ditch Flow Line

DITCH FLOW LINE

CONC. JACKET

CONC. JACKET

CONST. 4' OF 30" PIPE

CONST. 195' OF 24" PIPE

CONST. 4' OF 18" PIPE

S-1

S-4

SAWCUT FOR PAVEMENT WIDENING

S-1

CONST. MANHOLE TYPE P-7

FDOT INDEX NO. 425-001, 425-010

TOP EL 123.11

STA. 10+51.65, 10.92 LT.

FL 117.79, 24" PIPE, E

FL 117.79, 30" PIPE, W

FL 117.90, 18" PIPE, N

S-4

CONST. MITERED END SECTION (1:4)

FDOT INDEX NO. 430-022

STA. 13+01.52, 9.60 LT.

FL 119.00, 24" PIPE, W

30" CMP

18" CMP

30" CMP

30" CMP (TO BE REMOVED)

Exist. O.E.

Exist. O.E.

(TO REMAIN)Exist. O.E.

(TO REMAIN)

Exist. Buried Telephone

(TO REMAIN)

Exist. Telephone Pedestal

(TO REMAIN)

Exist. Telephone Pedestal

(TO RELOCATE)

Exist. Water Line

(TO REMAIN)

Exist. Water Line

(TO REMAIN)

Exist. Gas Line

(TO REMAIN)

Exist. Water Line

(TO REMAIN)

13" TREE (TO BE REMOVED)

13" TREE (TO BE REMOVED)

13" TREE (TO BE REMOVED)

19" TREE

(TO BE REMOVED)

26" TREE

(TO BE REMOVED)

BEGIN DITCH

+73.58, 19.00 LT.

END DITCH

+50.00, 19.00 LT.

28" TREE (TO REMAIN)

12" TREE (TO REMAIN)

40" TREE

(TO REMAIN)

+02.43

34.12 RT.

+42.70

26.42 LT.

S-3

CONST. MANHOLE TYPE P-7

FDOT INDEX NO. 425-001, 425-010

TOP EL 122.12

STA. 12+50.00, 5.50 LT.

FL 117.99, 24" PIPE, W

FL 117.99, 24" PIPE, E

FL 117.99, 18" PIPE, N

S-2

CONST. DITCH BOTTOM INLET TYPE C

FDOT INDEX NO. 425-001, 425-052

GRATE EL 121.27

STA. 12+50.00, 19.00 LT.

FL 118.09, 18" PIPE, S

CONST. 48' OF 24" PIPE

CONST. 11' OF 18" PIPE

S-2

S-3

36" CMP

ALL EXISTING DRAINAGE STRUCTURES AND PIPES ARE

TO REMAIN UNLESS OTHERWISE CALLED OUT ON PLANS.

10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+60 14+00

S-1

S-4

FL 119.00

FL 117.79FL 117.79

FL 117.90

CONC. JACKET

24" PIPE

30" PIPE

18" PIPE

30" CMP Exist. Ditch Flow Line

Exist. Grade @ £ SURVEY GIDDENS ROAD

DITCH LT GRADE @

£ SURVEY GIDDENS ROAD

DITCH VPI +33.21

EL. 121.60

DITCH VPI +79.54

EL. 121.36

DITCH VPI +34.25

EL. 121.31

-0.83% -0.54% -0.09% -0.23%

HORIZONTAL: 1" = 40'

VERTICAL: 1" = 4'

BEGIN DITCH +73.58

EL. 122.10

END DITCH +50.00

EL. 121.27

24" PIP

E

FL 117.99

FL 117.99 FL 117.99

18" PIPE

S-3

DRAWN BY:

CHECKED BY:

SHEET NO.

PROJECT NO.

APPROVED BY:

JACOB C. BARNETT, P.E.

LIC. No. 101565

NO. DESCRIPTION

REVISIONS

C:\pw_work\american-pw-01\d0987738\PLPRRD01.dwg Nov 25, 2025 - 2:59pm

S

AN

TA

R

OS

A

C

OU

N

TY

P U B

LI

C W

OR

K S

O

LD

B

AG

D

AD

H

IG

H W

AY

S

TE

M

IL

TO

N F

LO

R

ID

A

DESIGNED BY:

G I D D E N S R

O A D

P R E P

AR

E D B

Y:

W O

O

DB

IN

E

RO

AD

PA

CE

, F

LO

RI

DA

PH

O N

E:

(8

) 2

-1

R O A D W

A Y P

L A N

P

R O F I L E

11+00.00

£ SURVEY GIDDENS ROAD

0 20 4002040

1.

-1:

41:3

11+50.00

£ SURVEY GIDDENS ROAD

0 20 4002040

1.

-1:

1:3

12+00.00

£ SURVEY GIDDENS ROAD

0 20 4002040

1.

-1:

41:3

12+50.00

£ SURVEY GIDDENS ROAD

0 20 4002040

1.

-1:

41:3

13+00.00

£ SURVEY GIDDENS ROAD

0 20 4002040

9.

-1:

31:3

10+50.00

£ SURVEY GIDDENS ROAD

0 20 4002040

E xi st

R /W

E xi st

R /W

E xi st

R /W

E xi st

R /W

E xi st

R /W

E xi st

R /W

E xi st

R /W

E xi st

R /W

E xi st

R /W

E xi st

R /W

E xi st

R /W

E xi st

R /W

2.00% 2.00%

2.00% 2.00%

2.00% 2.00%

2.00% 2.00%

2.00%

24" PIPE

24" PIPE

30" PIPE 24" PIPE

24" PIPE

24" PIPE

S-1

2.00% 2.00%

S-4

HORIZONTAL: 1" = 20'

VERTICAL 1" = 10'

18" PIPE

S-2

S-3

2.00%

2.00%

2.00%

2.00%

DRAWN BY:

CHECKED BY:

SHEET NO.

PROJECT NO.

APPROVED BY:

JACOB C. BARNETT, P.E.

LIC. No. 101565

NO. DESCRIPTION

REVISIONS

C:\pw_work\american-pw-01\d0987738\RDXSRD01.dwg Nov 25, 2025 - 3:00pm

S

AN

TA

R

OS

A

C

OU

N

TY

P U B

LI

C W

OR

K S

O

LD

B

AG

D

AD

H

IG

H W

AY

S

TE

M

IL

TO

N F

LO

R

ID

A

DESIGNED BY:

G I D D E N S R

O A D

P R E P

AR

E D B

Y:

W O

O

DB

IN

E

RO

AD

PA

CE

, F

LO

RI

DA

PH

O N

E:

(8

) 2

-1

C R O S S

S E C T I O N S

70+00.00

£ SURVEY CHUMUCKLA HIGHWAY

0 20 40 60 80 100020406080100

70+50.00

£ SURVEY CHUMUCKLA HIGHWAY

0 20 40 60 80 100020406080100

71+00.00

£ SURVEY CHUMUCKLA HIGHWAY

0 20 40 60 80 100020406080100

HORIZONTAL: 1" = 20'

VERTICAL 1" = 10'

E xi st

R /W

E xi st

R /W

E xi st

R /W

E xi st

R /W

E xi st

R /W

* * 2.00%

3.47%

GIDDENS ROAD

*FIELD VERIFY EXISTING SUPERELEVATION CROSS SLOPE AND MATCH

*FIELD VERIFY EXISTING SUPERELEVATION CROSS SLOPE AND MATCH

*FIELD VERIFY EXISTING SUPERELEVATION CROSS SLOPE AND MATCH

2.00%

EXIST.

RIGHT

TURN LANE

DRAWN BY:

CHECKED BY:

SHEET NO.

PROJECT NO.

APPROVED BY:

JACOB C. BARNETT, P.E.

LIC. No. 101565

NO. DESCRIPTION

REVISIONS

C:\pw_work\american-pw-01\d0987738\RDXSRD01.dwg Nov 25, 2025 - 3:00pm

S

AN

TA

R

OS

A

C

OU

N

TY

P U B

LI

C W

OR

K S

O

LD

B

AG

D

AD

H

IG

H W

AY

S

TE

M

IL

TO

N F

LO

R

ID

A

DESIGNED BY:

G I D D E N S R

O A D

P R E P

AR

E D B

Y:

W O

O

DB

IN

E

RO

AD

PA

CE

, F

LO

RI

DA

PH

O N

E:

(8

) 2

-1

C R O S S

S E C T I O N S

ST

OP

Giddens Rd

Ch um uc kl a

Hw y

10+00 11+00 12+00 13+00 14+00

700-1-500 1 EA

700-1-111 1 EA

700-1-600 1 EA

705-10-1 3 EA

W1-7 48"x24"

OM1-3

STA. 70+40

R1-1

EXIST. SIGN

(TO BE RELOCATED)

STA. 10+45

EXIST. SIGN

(TO REMAIN)

700-1-111 1 EA

W2-2 30"x30"

STA. 67+20

700-1-111 1 EA

W2-2 30"x30"

STA. 74+20

6" WHITE, W/R RPMs @ 20' 0.C.

6" DBL YELLOW, Y/Y RPMs @ 40' 0.C.

6" WHITE

6" WHITE

18" WHITE @ 20' SPACING

8" WHITE

24" WHITE

£ SURVEY GIDDENS ROAD

S U R V E Y

C H U M U C K L A

H

IG

H W A Y 10 40

Feet

N

BEGIN PROJECT

BEGIN CONSTRUCTION

BEGIN PAVEMENT MARKING

STA. 69+61.76

END CONSTRUCTION

END PAVEMENT MARKING

STA. 71+10.16

END PROJECT

END CONSTRUCTION

STA. 13+13.54

Exist. R/W

Exist. R/W

Exist. R/W

Exist. R/W

Exist. R/W Exist. R/W

12+41.51

12+21.51

10+43.27

10+43.27

DIR ARROW (TYP.)

END PAVEMENT MARKING

STA. 12+91.51

10+73.58

10+68.97

69+87.40

70+04.23

70+06.90

69+66.76

70+94.36

70+94.36

R 55'

71+10.16

18" YELLOW @ 30' SPACING

FROM EXIST.

6" DBL YELLOW, Y/Y RPMs

MATCHING CHEVRON SPACING

6" DBL YELLOW, Y/Y RPMs

MATCHING CHEVRON SPACING

6" DBL YELLOW, Y/Y RPMs @ 40' 0.C.

6" WHITE, W/R RPMs @ 20' 0.C.

R 38'R 70'

12'12'

12' 12' 12'

11'

EXIST. STRIPING

(TO REMAIN)

EXIST. STRIPING

(TO REMAIN)

EXIST. STRIPING

(TO REMAIN)

EXIST. STRIPING

(TO REMAIN)

EXIST. STRIPING

(TO REMAIN)

6" WHITE

700-1-111 1 EA

W2-4 30"x30"

STA. 13+10

PAVEMENT MESSAGE (TYP.)

6" WHITE, W/R RPMs @ 20' 0.C.

DRAWN BY:

CHECKED BY:

SHEET NO.

PROJECT NO.

APPROVED BY:

JACOB C. BARNETT, P.E.

LIC. No. 101565

NO. DESCRIPTION

REVISIONS

C:\pw_work\american-pw-01\d0987738\PLANSP01.dwg Nov 25, 2025 - 3:00pm

S

AN

TA

R

OS

A

C

OU

N

TY

P U B

LI

C W

OR

K S

O

LD

B

AG

D

AD

H

IG

H W

AY

S

TE

M

IL

TO

N F

LO

R

ID

A

DESIGNED BY:

G I D D E N S R

O A D

P R E P

AR

E D B

Y:

W O

O

DB

IN

E

RO

AD

PA

CE

, F

LO

RI

DA

PH

O N

E:

(8

) 2

-1

S I G N I N G A

N D

P A V E M E N T M

A R K I N G

P L A N

SHEET NO.

PROJECT NO.

APPROVED BY:

JACOB C. BARNETT, P.E.

LIC. No. 101565

NO. DESCRIPTION

REVISIONS

C:\pw_work\american-pw-01\d0987738\SPDTRD01.dwg Nov 25, 2025 - 3:00pm

S

AN

TA

R

OS

A

C

OU

N

TY

P U B

LI

C W

OR

K S

O

LD

B

AG

D

AD

H

IG

H W

AY

S

TE

M

IL

TO

N F

LO

R

ID

A

DESIGNED BY:

G I D D E N S R

O A D

P R E P

AR

E D B

Y:

W O

O

DB

IN

E

RO

AD

PA

CE

, F

LO

RI

DA

PH

O N

E:

(8

) 2

-1

M I S C E L L A N E O U S

D E T A I L S

SHEET NO.

PROJECT NO.

APPROVED BY:

JACOB C. BARNETT, P.E.

LIC. No. 101565

NO. DESCRIPTION

REVISIONS

C:\pw_work\american-pw-01\d0987738\SPDTRD01.dwg Nov 25, 2025 - 3:00pm

S

AN

TA

R

OS

A

C

OU

N

TY

P U B

LI

C W

OR

K S

O

LD

B

AG

D

AD

H

IG

H W

AY

S

TE

M

IL

TO

N F

LO

R

ID

A

DESIGNED BY:

G I D D E N S R

O A D

P R E P

AR

E D B

Y:

W O

O

DB

IN

E

RO

AD

PA

CE

, F

LO

RI

DA

PH

O N

E:

(8

) 2

-1

M I S C E L L A N E O U S

D E T A I L S

SHEET NO.

PROJECT NO.

APPROVED BY:

JACOB C. BARNETT, P.E.

LIC. No. 101565

NO. DESCRIPTION

REVISIONS

C:\pw_work\american-pw-01\d0987738\SPDTRD01.dwg Nov 25, 2025 - 3:00pm

S

AN

TA

R

OS

A

C

OU

N

TY

P U B

LI

C W

OR

K S

O

LD

B

AG

D

AD

H

IG

H W

AY

S

TE

M

IL

TO

N F

LO

R

ID

A

DESIGNED BY:

G I D D E N S R

O A D

P R E P

AR

E D B

Y:

W O

O

DB

IN

E

RO

AD

PA

CE

, F

LO

RI

DA

PH

O N

E:

(8

) 2

-1

M I S C E L L A N E O U S

D E T A I L S

SHEET NO.

PROJECT NO.

APPROVED BY:

JACOB C. BARNETT, P.E.

LIC. No. 101565

NO. DESCRIPTION

REVISIONS

C:\pw_work\american-pw-01\d0987738\SPDTRD01.dwg Nov 25, 2025 - 3:00pm

S

AN

TA

R

OS

A

C

OU

N

TY

P U B

LI

C W

OR

K S

O

LD

B

AG

D

AD

H

IG

H W

AY

S

TE

M

IL

TO

N F

LO

R

ID

A

DESIGNED BY:

G I D D E N S R

O A D

P R E P

AR

E D B

Y:

W O

O

DB

IN

E

RO

AD

PA

CE

, F

LO

RI

DA

PH

O N

E:

(8

) 2

-1

M I S C E L L A N E O U S

D E T A I L S

SHEET NO.

PROJECT NO.

APPROVED BY:

JACOB C. BARNETT, P.E.

LIC. No. 101565

NO. DESCRIPTION

REVISIONS

C:\pw_work\american-pw-01\d0987738\SPDTRD01.dwg Nov 25, 2025 - 3:00pm

S

AN

TA

R

OS

A

C

OU

N

TY

P U B

LI

C W

OR

K S

O

LD

B

AG

D

AD

H

IG

H W

AY

S

TE

M

IL

TO

N F

LO

R

ID

A

DESIGNED BY:

G I D D E N S R

O A D

P R E P

AR

E D B

Y:

W O

O

DB

IN

E

RO

AD

PA

CE

, F

LO

RI

DA

PH

O N

E:

(8

) 2

-1

M I S C E L L A N E O U S

D E T A I L S

SHEET NO.

PROJECT NO.

APPROVED BY:

JACOB C. BARNETT, P.E.

LIC. No. 101565

NO. DESCRIPTION

REVISIONS

C:\pw_work\american-pw-01\d0987738\SPDTRD01.dwg Nov 25, 2025 - 3:00pm

S

AN

TA

R

OS

A

C

OU

N

TY

P U B

LI

C W

OR

K S

O

LD

B

AG

D

AD

H

IG

H W

AY

S

TE

M

IL

TO

N F

LO

R

ID

A

DESIGNED BY:

G I D D E N S R

O A D

P R E P

AR

E D B

Y:

W O

O

DB

IN

E

RO

AD

PA

CE

, F

LO

RI

DA

PH

O N

E:

(8

) 2

-1

M I S C E L L A N E O U S

D E T A I L S