TWO_24-08_SR20_at_CR83A_Intersection_Improvements_-_Final.pdf

LIGHTING

SIGNALIZATION

SIGNING & PAVEMENT MARKING

ROADWAY

F

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MIAMI

NAPLES

KEY WEST

SHEET DESCRIPTIONSHEET NO.

jf ie ld in g

INDEX OF ROADWAY PLANS

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

EXPRESSWAY

T U

R N P

IK

E

PENSACOLA FORT WALTON

BEACH

PANAMA

CITY

CHIPLEY

TALLAHASSEE

JACKSONVILLE

ST AUGUSTINE

GAINESVILLE

OCALA DAYTONA BEACH

DELAND

NEW PORT RICHEY

TAMPA

LAKELAND

MELBOURNE -

COCOA

ORLANDO

BARTOWST PETERSBURG

SARASOTA -

BRADENTON

FT PIERCE

FT MYERS

WEST PALM

BEACH

DEPARTMENT OF PUBLIC WORKS

CONTRACT PLANS

CONTRACT PLANS COMPONENTS

CONTRACT NO.

CONSTRUCTION

TBD

NO.

SHEET

YEAR

FISCAL

CITY

LAKE

GOVERNING STANDARD SPECIFICATIONS:

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

Florida Department of Transportation, FY 2025-26 Standard Specifications

GOVERNING STANDARD PLANS:

APPLICABLE IRs: IR - -following website: http://www.fdot.gov/design/standardplans

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

Bridge Construction and applicable Interim Revisions (IRs).

Florida Department of Transportation, FY2025-26 Standard Plans for Road and

(850) 892-8108

ANNA HUDSON, P.E.

WALTON COUNTY PROJECT MANAGER:

ENGINEER OF RECORD:

ROADWAY PLANS

C

F D

O T

C o n n e c t1

.1

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

D O

T \W o r k S e ts

\2 W a lt o n N o r th

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

E Y

S R

D th

P h I .d g n

4277 LAFAYETTE STREET

MARIANNA, FLORIDA 32446

WALTON COUNTY TASK ORDER 24-08

JOHN C. FIELDING, P.E., PTOE

P.E. LICENSE NUMBER 79082

PANHANDLE ENGINEERING & CONST.

VENDOR NO.: 45-2846275

(850)526-2291

SAPM PLANS-1 to S-3

UTILITY PLAN35 - 37

TEMPORARY TRAFFIC CONTROL PLAN34

STORMWATER POLLUTION PREVENTION PLAN32 - 33

CROSS SECTIONS17 - 31

ROADWAY SOIL SURVEY16

PROJECT DETAILS14 - 15

DRAINAGE PROFILES12 - 13

DRAINAGE STRUCTURES11

ROADWAY PLAN8 - 10

GENERAL NOTES7

PROJECT LAYOUT6

TYPICAL SECTIONS4-5

DRAINAGE MAP3

SIGNATURE SHEET 2

KEY SHEET 1

LOCATION OF PROJECTWALTON COUNTY

FL DEFENSE INFRASTRUCTURE GRANT S0238

� SR 20

STA. D 1405+61.87

BEGIN PROJECT

� SR 20

STA. D 1414+28.27

END PROJECT

WALTON COUNTY

MILEPOST: 14.625

FDOT SECTION NO. 60030

SR 20 AT CR 83A INTERSECTION

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETWALTON COUNTY

BOARD OF COUNTY COMMISSIONERS

ROAD NO. FINANCIAL PROJECT IDCOUNTY

TWO 24-08

WALTON

SR 2032446 FL, MARIANNA

4277 LAFAYETTE STREET

PANHANDLE ENGINEERING & CONST.

79082LICENSE NUMBER:

JOHN C. FIELDING, P.E.

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ENGINEER OF RECORD

SIGNATURE SHEET

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

11:40:05 AM8/7/2025jfielding

STATE OF

No 79082

ESNECIL

GNI

DLEIF .C NHOJ

R E

E

NIGNE LANOIS

SEF

O R

P

ADIROL

F

ON ANY ELECTRONIC COPIES

AND THE SIGNATURE MUST BE VERIFIED

NOT CONSIDERED SIGNED AND SEALED

PRINTED COPIES OF THIS DOCUMENT ARE

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY

SHEET DESCRIPTIONSHEET NO.

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

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

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

MARIANNA, FL 32446

4277 LAFAYETTE STREET

PANHANDLE ENGINEERING & CONSTRUCTION, INC.

SAPM PLANS-1 to S-3

UTILITY PLAN35 - 37

TEMPORARY TRAFFIC CONTROL PLAN34

STORMWATER POLLUTION PREVENTION PLAN32 - 33

CROSS SECTIONS17 - 31

PROJECT DETAILS14 - 15

ROADWAY PLAN8 - 10

GENERAL NOTES7

PROJECT LAYOUT6

TYPICAL SECTIONS4-5

SIGNATURE SHEET 2

KEY SHEET 1

ON ANY ELECTRONIC COPIES

AND THE SIGNATURE MUST BE VERIFIED

NOT CONSIDERED SIGNED AND SEALED

PRINTED COPIES OF THIS DOCUMENT ARE

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY

SHEET DESCRIPTIONSHEET NO.

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

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

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

TALLAHASSEE, FL 32303

3676 HARTSFIELD ROAD

EGS, INC.

ROADWAY SOIL SURVEY16

SIGNATURE SHEET 2

ON ANY ELECTRONIC COPIES

AND THE SIGNATURE MUST BE VERIFIED

NOT CONSIDERED SIGNED AND SEALED

PRINTED COPIES OF THIS DOCUMENT ARE

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY

SHEET DESCRIPTIONSHEET NO.

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

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

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

WESLEY CHAPEL, FL 33544

2818 CYPRESS RIDGE BLVD, SUITE 200

CONSOR NORTH AMERICA, INC

DRAINAGE PROFILES12 - 13

DRAINAGE STRUCTURES11

DRAINAGE MAP3

SIGNATURE SHEET 2

STATE OF

No 49932

ESNECIL

R E

GREBEL

KNUD .E GI

A R

C

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NIGNE LANOIS

SEF

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STATE OF

No 79361

ESNECIL .

RJ

NOSLEN .K CIRE

R E

E

NIGNE LANOIS

SEF

O R

P

ADIROL

F

S68°40'59"E

N °2

'4

"E

N

BEGIN PROJECT

BEGIN CONSTRUCTION

STA. D 1405+61.87

END PROJECT

END CONSTRUCTION

STA. D 1414+28.27

BEGIN CONSTRUCTION

STA. 101+50.00

END CONSTRUCTION

STA. 105+84.63

C R

A

(W

B

A Y

L

O O

P

SR 20

� SR 20

� CR 83A

B E

N K

IN

G R

O A

D

S FL 64.98

N FL 64.09

18" CMP

SIDE DRAIN

W FL 60.37

E FL 60.83

12" X 16" CMP

SIDE DRAIN

W FL BURIED

E FL 63. 07

18" RCP

SIDE DRAIN (TO BE REMOVED)S FL 64.28

N FL 63.93

18" HDPE

SIDE DRAIN

S-01 S-03

S-02

P-01

STA. 1412+43.71 � SR 20 =

STA. 106+02.81 � CR 83A

P-02

4.87 AC

1400 1405 1410 1415 1420 1425

0.79 AC

0.33 AC

DRAINAGE MAP

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

7:44:44 AM7/16/2025jfielding

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETWALTON COUNTY

BOARD OF COUNTY COMMISSIONERS

SR 2033544 FL, WESLEY CHAPEL

2818 CYPRESS RIDGE BLVD, SUITE 200

CONSOR NORTH AMERICA, INC.

79361LICENSE NUMBER:

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

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DATE DESCRIPTION

NO.

SHEETWALTON COUNTY

BOARD OF COUNTY COMMISSIONERS

PANHANDLE ENGINEERING & CONST.

79082LICENSE NUMBER:

JOHN C. FIELDING, P.E.

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TYPICAL SECTIONS

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

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SHOULDER & ASPHALT APRON PAVEMENTTRAFFIC DATA

4"

SHOULDER PAVEMENT DETAIL

1:4

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

OPTIONAL BASE GROUP 1 LBR 40

STABILILZATION

TYPE B

0.06

10'

PAVEMENT

SHOULDER

5'

OPTIONAL BASE

AT NO ADDITIONAL COMPENSATION

OF OPTIONAL BASE MATERIAL (GRANULAR ONLY)

THIS AREA MAY BE CONSTRUCTED

Natural Ground

THAN 1:3

SOD SLOPES STEEPER

TURF

STANDARD CLEARING AND GRUBBING

R/W VARIES (47' MIN.)

R/W LINE

R/W VARIES (47' MIN.)

(± 0'-17')

MILLING AND RESURFACING VARIES

EXISTING RIGHT TURN LANE

LANE

TRAVEL

± 12'

(MIN)

SHLDR

6'

4"

LBR 40

12" TYPE B STABILIZATION

(INDEX 105)

TREATMENT I

2'-6" SOD

� SR 20

1:4

(MIN.)

SHLDR

6'

R/W LINE

LIMITS OF CONSTRUCTION

EXIST. EXIST.

PAVT.

SHLDR

5'

LANE

TRAVEL

± 12'

(0'-17')

PAVT WIDENING

0.06

*EXIST.

8' (AUX. LANE)

18' (TRAVEL LANE)

CLEAR ZONE

APPLICABLE

1:3

IN WIDENING AREAS

SAWCUT AT EDGE OF TRAVEL

Natural Ground

EXIST.

MATCH

TYPICAL SECTION

SR 20

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

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

EXIST.

MATCH

PAVEMENT WIDENING

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

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

OPTIONAL BASE GROUP 9

MILLING & RESURFACING

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

MILL EXISTING ASPHALT PAVEMENT (1" AVG DEPTH)

DESIGN SPEED = 55 MPH

DESIGN HOUR T = 7.5%

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

ESTIMATED DESIGN YEAR = 2046 AADT = 21,200

ESTIMATED OPENING YEAR = 2026 AADT = 11,700

CURRENT YEAR = 2023 AADT = 10,900

OPTIONAL BASE

TYPE B STABILIZATION

OPTIONAL BASE

ASPH. APRON

5'

0.06

4"

ASPHALT APRON DETAIL

AT NO ADDITIONAL COMPENSATION.

OPTIONAL BASE MATERIAL (GRANULAR ONLY)

THIS AREA MAY BE CONSTRUCTED OF

0.02

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

EXIST. DRIVEWAY

AT APRON EDGE

MATCH EXIST. EL.

0.02 FT/FT MINIMUM.

MUST EQUAL OR EXCEED ADJACENET TRAVEL LANE SLOPE,

SEE CROSS SECTIONS FOR REQUIRED SLOPES. CROSS SLOPE *

ASPHALT PAVEMENT TIE-IN DETAIL

± 6"

PROPOSED FRICTION COURSE

PROPOSED STRUCTURAL COURSE

PROPOSED OPTIONAL BASE

PROPOSED STABILIZATION

EXIST. BASE MATERIAL

EXIST. PAVEMENT

SAWCUT

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

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

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

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

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

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

NOTES:

DATE DESCRIPTION

NO.

SHEETWALTON COUNTY

BOARD OF COUNTY COMMISSIONERS

CR 83A32446 FL, MARIANNA

PANHANDLE ENGINEERING & CONST.

79082LICENSE NUMBER:

JOHN C. FIELDING, P.E.

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TYPICAL SECTIONS

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SHARED USE PATH

PAVEMENT WIDENING

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

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

OPTIONAL BASE GROUP 9

")2

TYPE SP STRUCTURAL COURSE (TRAFFIC C) (1

OPTIONAL BASE GROUP 1

Natural Ground

STANDARD CLEARING AND GRUBBING

R/W VARIES (47' MIN.)

R/W LINE

R/W VARIES (47' MIN.)

VARIES (± 0'-24')

MILLING & RESURFACING

LANE

TRAVEL

± 11'

(MIN)

SHLDR

6'

4"

LBR 40

12" TYPE B STABILIZATION

� CR 83A

(TYP.)

SHLDR

6'

R/W LINE

LIMITS OF CONSTRUCTION

EXIST.

MATCH

EXIST.

MATCH

LANE

TRAVEL

± 11'

(0'-13' TYP.)

PAVT WIDENING

0.02

8' (AUX. LANE)

CLEAR ZONE

APPLICABLE

1:3

Natural Ground

TYPICAL SECTION

CR 83A

STA. 101+50.00 TO STA. 105+16.71

4"

2' SOD

PATH

USE

SHARED

8'

0.02 0.02 0.02

SOD

SOD

MILLING & RESURFACING

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

MILL EXISTING ASPHALT PAVEMENT (1" AVG DEPTH)

TYPE I, OPTION II

4' CONC. TRAFFIC SEPARATOR

LANE

TURN

± 11'

U

U

U

U

GAS

WATER

U

U U

WATER

WATER

U

C

WATER

WATERWATER

WATER

WATER

WATER

C

U

WATER

C

C

WATERWATER

WATER

GAS

U

U

U

WATER

WATER

U

U U

WATER

WATER

U

U

BEGIN PROJECT

BEGIN CONSTRUCTION

STA. D 1405+61.87

N °2

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"E

S68°40'59"E

BEGIN CONSTRUCTION

STA. 101+50.00

END PROJECT

END CONSTRUCTION

STA. D 1414+28.27

5/8" IRC SSMC TRAV

STA. 1406+85.53

OFF. = 33.15' LT.

X = 1442415.45'

Y = 552991.02'

EL. = 66.47'

5/8" IRC SSMC TRAV

STA. 1412+26.54

OFF. = 27.08' LT.

X = 1442917.23'

Y = 552788.69'

EL. = 66.21'

5/8" IRC SSMC TRAV

STA. 1417+26.65

OFF. = 27.78' LT.

X = 1443383.38'

Y = 552607.54'

EL. = 63.65'

MAG NL WITH DISK

STA. 100+31.27

OFF. = 21.04' RT.

X = 1442742.96'

Y = 552214.44'

EL. = 67.64'

8 9

STATION EQUATION

STA. 1412+43.71 � SR 20 =

STA. 106+02.86 � CR 83A

1405 1410 14151410

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETWALTON COUNTY

BOARD OF COUNTY COMMISSIONERS

PANHANDLE ENGINEERING & CONST.

79082LICENSE NUMBER:

JOHN C. FIELDING, P.E.

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PROJECT LAYOUT

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DATE DESCRIPTION

NO.

SHEETWALTON COUNTY

BOARD OF COUNTY COMMISSIONERS

PANHANDLE ENGINEERING & CONST.

79082LICENSE NUMBER:

JOHN C. FIELDING, P.E.

T H

E O

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GENERAL NOTES

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

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772-643-5001SHELBY FERGUSONFLOCK SAFETY

850-878-8595, ext. 528COLLIN JOHNSONLUMEN

251-214-7059CHARLIE CROFTUNITI FIBER

50-729-47008SHAWN CROFTOKALOOSA GAS DISTRICT

800-624-9675, ext. 2MCI UO1MCI

850-880-6553LARRY TUGGLECITY OF FREEPORT

850-599-1444BILL MCCLOUDCENTURYLINK

850-307-1199DERRICK MARSHALLCHELCO, INC.

PHONECONTACTCOMPANY

UTILITY OWNERS:

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

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

STRUCTURES.

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

REPLACE EXISTING MAILBOXES DAMAGED BY CONSTRUCTION.13.

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

CLOSURES.

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

ROUTING. REPLACE ANY SIGNS DAMAGED BY CONSTRUCTION OPERATIONS.

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

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

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

EXISTING DRAINAGE FEATURES SHALL REMAIN UNLESS OTHERWISE NOTED.7.

REFERENCED, NOTIFY THE ENGINEER AND COUNTY SURVEYOR IMMEDIATELY.

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

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

THE COUNTY PRIOR TO CONSTRUCTION.

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

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

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

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

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

PATCH OR RECONSTRUCT ALL ROADS DAMAGED BY CONSTRUCTION.3.

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

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

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

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

PROJECT NOTES:

(850) 638-0790

CHIPLEY, FL 32428

1130 US HWY 90

SOUTHEASTERN SURVEYING AND MAPPING CORPORATION (SSMC)

P.S.M. NO. LS6746

LEE ANDERSON, P.S.M.

AND MAPPER OF RECORD IS:

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

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

SURVEY NOTES:

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

IT IS THE CONTRACTOR’S RESPONSIBILITY TO PLACE SIDE DRAIN PIPES AT PROPER ELEVATIONS TO MATCH THE FLOWLINE 10.

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

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

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

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

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

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

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

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

STANDARD SPECIFICATIONS FOR ROAD & BRIDGE CONSTRUCTION.

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

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

WORK MEETING. QUALITY CONTROL TESTING SHALL BE PERFORMED BY FDOT CERTIFIED TECHNICIANS AND TESTING CONTRACTOR MUST SUBMIT A QUALITY CONTROL PLAN FOR FDOT REVIEW AND APPROVAL BEFORE OR AT THE REQUIRED PRE-5.

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

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

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

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

DIRECTED BY THE PERMITS MANAGER.

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

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

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

FDOT NOTES:

C

WATER

WATER

N 10 40

Feet

� SR 20

EXIST. R/W

EXIST. R/W

LEGEND

PAVEMENT WIDENING

MILLING & RESURFACING

FOR RIGHT TURN LANE

PAVEMENT WIDENING

+97.35

15.89' RT.

+97.20

31.64' RT.

+61.87

10.90' RT.

+61.87

27.90' RT.

SHOULDER

WIDENING. REMOVE EXIST. PAVED

TRAVEL FOR LANE PAVEMENT

SAWCUT PAVEMENT AT EDGE OF

& RESURFACING

LIMITS OF MILLING

SAWCUT FOR PAVEMENT WIDENING

FREEPORT RECYCLE

VOLTAGE: <50 kV

EXIST. O.E. (CHELCO)

VOLTAGE: <50 kV

EXIST. O.E. (CHELCO)

BEGIN PROJECT

BEGIN CONSTRUCTION

STA. D 1405+61.87

SR 20

55 MPH

5' ASPHALT APRON FOR DRIVEWAY

1406 1407 1408 1409 1410 1411

S68°40'59"E

14101410

+91.24

29.87' RT.

+86.20

34.83' RT.

LIMITS OF CONSTRUCTION

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

EDGE LANE REMAINS DURING CONSTRUCTION. REMOVE EXISTING PAVED SHOULDER

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

LINE DURING FRICTION COURSE TIE-IN.

LINE

FLOW

DITCH

+06.80

28.28' RT.

+11.76

33.33' RT.

DRIVEWAY (TO REMAIN)

FREEPORT RECYCLE

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETWALTON COUNTY

BOARD OF COUNTY COMMISSIONERS

PANHANDLE ENGINEERING & CONST.

79082LICENSE NUMBER:

JOHN C. FIELDING, P.E.

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ROADWAY PLAN

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

7:45:04 AM7/16/2025jfielding

WATERWATER

GAS

U

U

U

WATER

WATER

U

U U

N 10 40

Feet

N °2

'4

"E

S68°40'59"E

VOLTAGE: <50 kV

EXIST. O.E. (CHELCO)

VOLTAGE: <50 kV

EXIST. O.E. (CHELCO)

+89.08

34.97' RT.

+33.04

79.28' RT.

+69.57

59.50' RT.

+09.56

18.92' RT.

RW: +94.95

47.00' RT.

RW: +94.95

47.00' RT.

RW: +23.76

47.00' RT.

RW: +16.06

50.00' RT.

+28.27

18.92' RT.

+83.66

65.70' RT.

.0

R

.0

.0

49.21' 50.78'

8' SHARED USE PATH

(SEE PROJECT DETAILS)

6" THK CONC. LANDING

(SEE PROJECT DETAILS)

6" THK CONC. LANDING

(SEE PROJECT DETAILS)

6" THK CONC. LANDING

& RESURFACING

LIMITS OF MILLING

& RESURFACING

LIMITS OF MILLING

5' PVD SHLDR

ACCELERATION TAPER

SAWCUT & REMOVE

(REMOVE)

EXIST. 18" PIPE

� SR 20

� CR 83A

END PROJECT

END CONSTRUCTION

STA. D 1414+28.27

STA. 1412+43.71 � SR 20 =

STA. 106+02.81 � CR 83A

LEGEND

PAVEMENT WIDENING

MILLING & RESURFACING

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

FOR RIGHT TURN LANE

PAVEMENT WIDENING

SHARED USE PATH

VACANT PARCEL

VACANT PARCEL

VACANT PARCEL

MATCH LINE - SHEET 10

SR 20

55 MPH

C R

A

(W

B

A Y

L

O O

P

M

P H

+57.56

18.36' RT.

+57.08

68.29' RT.

SAWCUT FOR WIDENING

(TO REMAIN)

EXIST. 18" PIPE

.0

R 40.00'

R

+47.52

56.17' RT.

+43.52

56.23' RT.

4' CONC. TRAF SEP

1412 1413 1414 1415 1416 14171415

LIMITS OF CONSTRUCTION

DITCH FLOW LINE

DRAINAGE INFORMATION.

DRAINAGE PROFILE SHEETS FOR

SEE DRAINAGE STRUCTURES AND

DRIVEWAY (TO REMAIN)

VACANT PARCEL

DITCH FLOW LINE

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETWALTON COUNTY

BOARD OF COUNTY COMMISSIONERS

PANHANDLE ENGINEERING & CONST.

79082LICENSE NUMBER:

JOHN C. FIELDING, P.E.

T H

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

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M A

T C

H

L I N

E

S

H E

E T

EXIST. R/W

EXIST. R/W

& RESURFACING

LIMITS OF MILLING

PAVEMENT WIDENING FOR RIGHT TURN LANE

8' SHARED USE PATH

100 101 102 103 104

N20°29'46"E

100100100

BEGIN CONSTRUCTION

BEGIN MILLING & RESURFACING

BEGIN PAVEMENT WIDENING

STA. 101+50.00

+50.00

26.19' RT. +90.00

39.00' RT.

+90.00

25.00' RT.

VOLTAGE: <50 kV

EXIST. O.E. (CHELCO)

LEGEND

PAVEMENT WIDENING

MILLING & RESURFACING

SHARED USE PATH

EXIST. ASPH SHARED USE PATH

CR 83A (W BAY LOOP)

45 MPH

VACANT PARCEL

TRAILER PARK

.5

.4

(TO REMAIN)

EXIST. 18" PIPE

N

10 40

Feet

+00.00

1.00' LT.

+00.00

3.00' RT.

4' CONC TRAF. SEP

DITCH FLOW LINE

LIMITS OF CONSTRUCTION

DRIVEWAY (TO REMAIN)

TRAILER PARK

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETWALTON COUNTY

BOARD OF COUNTY COMMISSIONERS

PANHANDLE ENGINEERING & CONST.

79082LICENSE NUMBER:

JOHN C. FIELDING, P.E.

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

7:45:09 AM7/16/2025jfielding

GAS

U

U

U

WATER

WATER

U

U U

R

1411 1412 1413 1414

S68°40'59"E

S-01

S-02 S-03P-

N

� SR 20

� CR 83A

N °2

'4

"E

Node-7 Node-6

Node-5

Node-4

Node-1

Node-2

Node-3

P-02

DITCH FLOW LINE

DITCH FLOW LINE

EXIST. R/W

DITCH FLOW LINE

EXIST. R/W

EXIST. R/W

EXIST. R/W

1" = 4' Vertical

1" = 40' Horizontal

SCALE

60 60

64 64

68 68

0 1

DIRECTLY ABOVE PIPE

EXISTING GROUND

DIRECTLY ABOVE PIPE

FINISHED GRADE

S-03

S-02

S-01

P-01 P-02

BFOC

Node-1

BFOC

Node-2

BFOC

Node-3 WM

Node-4

BFOC

Node-5

4" GM

Node-6

WM

Node-7

DATE DESCRIPTION

NO.

SHEETWALTON COUNTY

BOARD OF COUNTY COMMISSIONERS

CONSOR NORTH AMERICA, INC.

79361LICENSE NUMBER:

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

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DRAINAGE STRUCTURES

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

7:45:11 AM7/16/2025jfielding

(Out) P-02

(In) P-01

63.1066.213.5' DIA.MANHOLE TYPE 718.67105+77AL-CR83AS-02

(Out) P-01

63.2265.18

APRON

12" STD. SLOT WITH CONCRETE

NON-TRAVERSABLE INLET WITH

DBI TYPE C-40.40105+49AL-CR83AS-01

Label -Pipe-

(ft) Invert)

(Structure Elevation

Sump

(ft) Elevation

Point Reference

Remarksseries) Notes FDOT Standard Plans (400 index

Dimensions Bottom Structure Type

(ft) Offset

Baseline

(ft) Station

Baseline

Feature Baseline Label

Structure Data

63.05CD MES 1:447.39105+65AL-CR83AS-03

Remarksindex series) Notes FDOT Standard Plans (400

(ft) (Invert)

Elevation Structure Type

(ft) Offset

Baseline

(ft) Station

Baseline

Feature Baseline Label

Endwall and MES Data

ERCP, CLASS II63.05S-0363.11S-0214x23 inch261P-02

ERCP, CLASS II63.11S-0263.22S-0114x23 inch621P-01

Optional Pipe(ft) Stop Invert

(Lower) Stop Node

(ft) Start Invert

(Upper) Start Node Size

(ft) (Construction)

Length

B a rr e ls

Label

Pipe Data

552705.851442958.4048.47105+64.98AL-CR83AS-03WMNode-7

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

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

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

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

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

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

Notes(ft) Y

(ft) X

(ft) Baseline Offset

(ft) Station

Baseline

Feature Baseline ConflicterConflicteeLabel

Utilities In Close Proximity To Drainage Features

1" = 4' Vertical

1" = 40' Horizontal

SCALE

56 56

60 60

64 64

68 68

72 72

1407 1408 1409 1410 1411 1412

BEGIN DITCH PROFILE RT

STA. 1408+06.98

EL. 67.20'

DITCH VPI RT

STA. 1411+00.19

EL. 66.50'

DITCH VPI RT

STA. 1409+15.30

EL. 67.06'

PROPOSED DITCH RT @ � SR 20

EXISTING GROUND @ � SR 20

DITCH VPI RT

STA. 1411+48.95

EL. 66.25'

DITCH VPI RT

STA. 1411+52.17

EL. 65.83'

DITCH VPI RT

STA. 1411+95.22

EL. 64.41'

END DITCH PROFILE RT

STA. 1412+04.10

EL. 64.27'

(+)13.059%

(-)0.134% (-)0.302%

(-)0.520%

(-)3.279% (-)1.598%

1" = 4' Vertical

1" = 40' Horizontal

SCALE

56 56

60 60

64 64

68 68

72 72

1413 1414 1415 1416 1417

BEGIN DITCH PROFILE RT

STA. 1412+91.91

EL. 63.07'

END DITCH PROFILE RT

STA. 1414+28.27

EL. 63.00'

PROPOSED DITCH RT @ � SR 20

EXISTING GROUND @ � SR 20

(-)0.051%

DRAINAGE PROFILES

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

7:45:14 AM7/16/2025jfielding

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETWALTON COUNTY

BOARD OF COUNTY COMMISSIONERS

CONSOR NORTH AMERICA, INC.

79361LICENSE NUMBER:

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

T H

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1" = 4' Vertical

1" = 40' Horizontal

SCALE

48 48

52 52

56 56

60 60

64 64

68 68

72 72

76 76

80 80

101 102 103 104 105 106

BEGIN DITCH PROFILE RT

STA. 101+47.56

EL. 65.49'

BEGIN DITCH PROFILE LT

STA. 105+16.86

EL. 65.25'

END DITCH PROFILE LT

STA. 105+48.87

EL. 65.18'

END DITCH PROFILE RT

STA. 105+62.38

EL. 63.07'

DITCH VPI RT

STA. 105+51.80

EL. 63.95'

DITCH VPI RT

STA. 103+77.69

EL. 64.95'

PROPOSED DITCH LT @ � CR 83A

PROPOSED DITCH RT @ � CR 83A

EXISTING GROUND @ � CR 83A

(-)0.234%

(-)0.575% (-)8.315%

(-)0.219%

DRAINAGE PROFILES

DRAINAGE PROFILE - CR 83A [SHEET] : c:\pw_work\american-pw-01\d0948507\PROFRD01.dgn

7:45:14 AM7/16/2025jfielding

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETWALTON COUNTY

BOARD OF COUNTY COMMISSIONERS

CR 83A33544 FL, WESLEY CHAPEL

CONSOR NORTH AMERICA, INC.

79361LICENSE NUMBER:

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

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GAS

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WATER

U

U U

N

Feet

0 5

N °2

'4

"E

6" THK CONC LANDING

6" THK CONC LANDING

6" THK CONC LANDING

ELEVATION

PAVEMENT

MATCH

ELEVATION

PAVEMENT

MATCH

ELEVATION

PAVEMENT

MATCH

+92.95

23.14' LT.

+84.95

23.15' LT.

+86.45

31.14' LT. +91.45

31.14' LT.

+85.71

26.82' RT.

+22.65

51.26' RT.

+17.01

45.59' RT.

+12.47

52.21' RT.

+15.99

55.75' RT.

WARNING SURFACE MAT

24" DETECTABLE

WARNING SURFACE MAT

24" DETECTABLE

WARNING SURFACE MAT

24" DETECTABLE

1411 1412 1413

S68°40'59"E

+75.27

38.34' RT.

+83.34

43.12' RT.

+75.34

43.24' RT.

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETWALTON COUNTY

BOARD OF COUNTY COMMISSIONERS

PANHANDLE ENGINEERING & CONST.

79082LICENSE NUMBER:

JOHN C. FIELDING, P.E.

T H

E O

F F

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PROJECT DETAILS

AL-SR20 - PLAN 1 [SHEET] : P:\PECS Engineering\Worksets\FDOT\22-018-02 SR20 at W Bay Loop - WalCo\Roadway\SPDTRD01.dgn

7:45:18 AM7/16/2025jfielding

DATE DESCRIPTION

NO.

SHEETWALTON COUNTY

BOARD OF COUNTY COMMISSIONERS

PANHANDLE ENGINEERING & CONST.

79082LICENSE NUMBER:

JOHN C. FIELDING, P.E.

T H

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F F

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PROJECT DETAILS

SPECIALDETAILSHEETS : P:\PECS Engineering\Worksets\FDOT\22-018-02 SR20 at W Bay Loop - WalCo\Roadway\SPDTRD01.dgn

7:45:19 AM7/16/2025jfielding

NOT TO SCALE

: PAVEMENT PATCHPROJECT DETAIL

BASE MATERIAL PAYMENT.

INCLUDE THE COST OF MILLED TRANSITION IN ASPHALT AND 7.

DISCRETION OF THE COUNTY PROJECT ADMINISTRATOR.

PAVEMENT, EXISTING BASE MAY BE REUSED AT THE

THE PAVEMENT PATCH IS REQUIRED TO REPAIR DAMAGED

IF THERE IS NO REQUIRED PIPE OR UTILITY FOR TRENCH AND 6.

PAVEMENT WIDENING PAVEMENT DESIGN.

PLACE PATCH PAVEMENT IN LIFTS CONSISTENT WITH THE 5.

DENSITY.

LAYERS. COMPACT TO 98% OF MODIFIED PROCTOR MAXIMUM

PLACE BACKFILL MATERIAL IN 6 INCH COMPACTED THICKNESS 4.

INCH SIZE.

EXCLUDE CLAY MATERIALS AND LOOSE ROCKS LARGER THAN 3/4

USE AASHTO CLASS A-3 SUITABLE SOIL FOR BACKFILL AND 3.

POSSIBLE OR AS REQUIRED BY OSHA STANDARDS.

OTHERWISE, TRENCH SIDES SHALL BE AS VERTICAL AS

BETWEEN AN ELEVATION OF 1 FOOT ABOVE THE TOP OF PIPE;

MAINTAIN AN APPROXIMATELY VERTICAL TRENCH SIDE 2.

SAWCUT EDGES OF EXCAVATION TRENCH.1.

NOTES:

TRENCH WIDTH2' MILLING (1" AVG DEPTH)

GENERAL BACKFILL MATERIAL

PIPE OR UTILITY

BEDDING MATERIAL (AS REQUIRED)

OPTIONAL BASE GROUP 09

PAVEMENT, 2"

TYPE SP ASPHALT

PAVEMENT ON EITHER SIDE OF TRENCH CUT

PROVIDE MILLED TRANSITION TO ADJACENT

EXIST. ASPH PAVT

MILLED SURFACE

EXIST. BASE MATERIAL

PAVEMENT, 1"

TYPE FC ASPHALT

STATE OF FLORIDA

DATE OF SURVEY: OCTOBER 2024

DEPARTMENT OF TRANSPORTATION

DISTRICT: THREE

SURVEY MADE BY: ENVIRONMENTAL AND GEOTECHNICAL ROAD NO.: SR 20 / CR 83A

SPECIALISTS, INC. MATERIALS AND RESEARCH COUNTY: WALTON

SUBMITTED BY: C. DUNKELBERGER, P.E.

PROJECT NAME: SR 20 AT CR 83A INTERSECTION IMPROVEMENTS

FINANCIAL PROJECT ID: ---

CROSS SECTION SOIL SURVEY FOR THE DESIGN OF ROADS

SR 20 SURVEY BEGINS STA.: 1405+61 SR 20 SURVEY ENDS STA.: 1412+46

CR 83A SURVEY BEGINS STA.: 103+40 CR 83A SURVEY ENDS STA.: 105+40

REFERENCE: BASELINE SURVEY SR 20

REFERENCE:BASELINE SURVEY CR 83A

CONTENT

ORGANIC

CONTENT

MOISTURE

% PASS

SIEVE ANALYSIS RESULTS

LIMITS (%)

ATTERBERG

NO.

STRATUM

TESTS

NO. OF

ORGANIC

TESTS

NO. OF

MOISTURE

TESTS

NO. OF

MESH

MESH

MESH

MESH

MESH

TESTS

NO. OF

LIMIT

LIQUID

INDEX

PLASTIC

GROUP

AASHTO

COLOR DESCRIPTION

1 -- -- -- -- 6 82-100 59-76 22-35 11-17 8-11 -- -- -- A-2-4

A-3, BROWN, GRAY

(<15% PASSING #200 SIEVE)

SANDY LIMESTONE BASE

FINE SAND, SILTY FINE SAND,

2 -- -- -- -- 3 89-99 70-88 51-73 32-52 20-32 -- -- -- A-2-4 BROWN, GRAY

(≥15% PASSING #200 SIEVE)

SANDY LIMESTONE BASE

SILTY FINE SAND,

EMBANKMENT AND SUBGRADE MATERIAL

STRATA BOUNDARIES ARE APPROXIMATE. MAKE FINAL CHECK AFTER GRADING.

GNE - GROUNDWATER NOT ENCOUNTERED

STRATUM NOTES

1.STRATA BOUNDARIES ARE APPROXIMATE AND REPRESENT SOIL STRATA AT EACH BORING ONLY. ANY SUBSOIL

CONNECTING LINES ARE FOR ESTIMATING ONLY AND DO NOT INDICATE ACTUAL STRATUM LIMITS. SUBSURFACE

VARIATIONS BETWEEN BORINGS SHOULD BE ANTICIPATED.

2.STRATA 1 IS A "SELECT" SOIL.

3.STRATUM 2 IS A "SELECT" SOIL WITH >15% FINES. DUE TO THE HIGH FINES CONTENT, STRATUM 2 WILL RETAIN

MOISTURE AND MAY BE DIFFICULT TO COMPACT WHEN WET.

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETWALTON COUNTY

BOARD OF COUNTY COMMISSIONERS

SR 2032303 FL, TALLAHASSEE

3676 HARTSFIELD ROAD

EGS, INC.

49932LICENSE NUMBER:

CRAIG E. DUNKLEBERGER, P.E.

T H

E O

F F

IC

IA

L R

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O R

D O

F T

H

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S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

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A

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ROADWAY SOIL SURVEY

SOILSURVEYSHEET : P:\PECS Engineering\Worksets\FDOT\22-018-02 SR20 at W Bay Loop - WalCo\Geotechnical\SSUVRD01.dgn

7:45:20 AM7/16/2025jfielding

8.41% 3.03% 1.67% 6.09%

� SR 20

1405+50.00STA.

1" = 10' Vertical 1" = 20' Horizontal

SCALE

60 40 20 0 20 40 60 60 60

70 70

E X

IS

T

IN

G

R /W

L

IN

E

E X

IS

T

IN

G

R /W

L

IN

E

BFOC

EXIST. PGL

EL. 67.09'

SHLDR

PVD

EXIST.

SHLDR

PVD

EXIST.

EXISTING TO REMAIN

1.85%

2.54%

9.23%

12 ' RT

PROPOSED

SHLDR

6' UNPVD

PROPOSED

EXISTING TO REMAIN

WIDENING

PROPOSED PAVT

EXISTING TO REMAIN

� SR 20

1406+00.00STA.

1" = 10' Vertical 1" = 20' Horizontal

SCALE

60 40 20 0 20 40 60 60 60

70 70

E X

IS

T

IN

G

R /W

L

IN

E

E X

IS

T

IN

G

R /W

L

IN

E

2.00% 2.00%

BFOCBFOCBFOCBFOC BFOC

EXIST. PGL

EL. 67.63'

KEYHOLE

5'

SAWCUT

SHLDR

PVD

EXIST.

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETWALTON COUNTY

BOARD OF COUNTY COMMISSIONERS

PANHANDLE ENGINEERING & CONST.

79082LICENSE NUMBER:

JOHN C. FIELDING, P.E.

T H

E O

F F

IC

IA

L R

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

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ENGINEER OF RECORD

CROSS SECTIONS

(SR 20)

AL1 - D 1405+50.00 [SHEET] : P:\PECS Engineering\Worksets\FDOT\22-018-02 SR20 at W Bay Loop - WalCo\Roadway\RDXSRD-SR20-01.dgn

7:45:25 AM7/16/2025jfielding

PROPOSED

EXISTING TO REMAIN

WIDENING

PROPOSED PAVT

2.74% 1.79%

7.13%

� SR 20

1406+50.00STA.

1" = 10' Vertical 1" = 20' Horizontal

SCALE

60 40 20 0 20 40 60 60 60

70 70

E X

IS

T

IN

G

R /W

L

IN

E

E X

IS

T

IN

G

R /W

L

IN

E

2.00% 1.22%

BFOC

EXIST. PGL

EL. 68.06' SAWCUT

SHLDR

PVD

EXIST.

KEYHOLE

5'

DWY APRON

5' PVD

5.95% 3.04% 1.86%

SAWCUT

� SR 20

12 ' RT

PROPOSED

WIDENING

1407+00.00STA.

1" = 20' Horizontal

SCALE

60 40 20 0 20 40 60 60 60

70 70

E X

IS

T

IN

G

R /W

L

IN

E

E X

IS

T

IN

G

R /W

L

IN

E

2.00% 1.32%

BFOC

EXIST. PGL

EL. 68.47'

SHLDR

PVD

EXIST.

KEYHOLE

5'

DWY APRON

5' PVD

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETWALTON COUNTY

BOARD OF COUNTY COMMISSIONERS

PANHANDLE ENGINEERING & CONST.

79082LICENSE NUMBER:

JOHN C. FIELDING, P.E.

T H

E O

F F

IC

IA

L R

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

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E A

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.A .C

ENGINEER OF RECORD

AL1 - D 1406+50.00 [SHEET] : P:\PECS Engineering\Worksets\FDOT\22-018-02 SR20 at W Bay Loop - WalCo\Roadway\RDXSRD-SR20-01.dgn

7:45:26 AM7/16/2025jfielding

PROPOSED

WIDENING

2.06%

3.15% 6.09%

1407+50.00STA.

1" = 10' Vertical 1" = 20' Horizontal

SCALE

60 40 20 0 20 40 60 60 60

70 70

E X

IS

T

IN

G

R /W

L

IN

E

E X

IS

T

IN

G

R /W

L

IN

E

2.50% 3.12%

BFOC

EXIST. PGL

EL. 68.88'

DWY APRON

5' PVD

KEYHOLE

5'

SHLDR

PVD

EXIST.

12 ' RT

PROPOSED

WIDENING

2.22%

2.07% 5.58%

SAWCUT

1408+00.00STA.

1" = 10' Vertical 1" = 20' Horizontal

SCALE

60 40 20 0 20 40 60 60 60

70 70 E

X

IS

T

IN

G R

/W L

IN

E

E X

IS

T

IN

G

R /W

L

IN

E

2.50% 4.09%

BFOC BFOC

EXIST. PGL

EL. 69.06'

DWY APRON

5' PVD

KEYHOLE

5'

SHLDR

PVD

EXIST.

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETWALTON COUNTY

BOARD OF COUNTY COMMISSIONERS

PANHANDLE ENGINEERING & CONST.

79082LICENSE NUMBER:

JOHN C. FIELDING, P.E.

T H

E O

F F

IC

IA

L R

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

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F

.A .C

ENGINEER OF RECORD

AL1 - D 1407+50.00 [SHEET] : P:\PECS Engineering\Worksets\FDOT\22-018-02 SR20 at W Bay Loop - WalCo\Roadway\RDXSRD-SR20-01.dgn

7:45:27 AM7/16/2025jfielding

1.77% 6.63%

2.19%

WIDENING

PROPOSED PAVT

12 ' RT

PROPOSED

SHLDR

6' UNPVD

PROPOSED

1408+50.00STA.

1" = 20' Horizontal

SCALE

60 40 20 0 20 40 60 60 60

70 70

E X

IS

T

IN

G

R /W

L

IN

E

E X

IS

T

IN

G

R /W

L

IN

E

2.50% 6.00%

BFOC

EXIST. PGL

EL. 69.14'

1:4

5.00'

.1

KEYHOLE

5'

SHLDR

PVD

EXIST.

1:4

EXISTING TO REMAIN

7.97% 2.33%

SAWCUT

� SR 20

SHLDR

6' UNPVD

PROPOSED

12 ' RT

PROPOSED

WIDENING

PROPOSED PAVT

1.89%

EXISTING TO REMAIN

1409+00.00STA.

1" = 10' Vertical 1" = 20' Horizontal

SCALE

60 40 20 0 20 40 60 60 60

70 70 E

X

IS

T

IN

G R

/W L

IN

E

E X

IS

T

IN

G

R /W

L

IN

E

2.50% 6.00%

EXIST. PGL

EL. 69.14'

KEYHOLE

5'

SHLDR

PVD

EXIST.

1:4

5.00'

.0

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETWALTON COUNTY

BOARD OF COUNTY COMMISSIONERS

PANHANDLE ENGINEERING & CONST.

79082LICENSE NUMBER:

JOHN C. FIELDING, P.E.

T H

E O

F F

IC

IA

L R

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

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E A

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F

.A .C

ENGINEER OF RECORD

AL1 - D 1408+50.00 [SHEET] : P:\PECS Engineering\Worksets\FDOT\22-018-02 SR20 at W Bay Loop - WalCo\Roadway\RDXSRD-SR20-01.dgn

7:45:28 AM7/16/2025jfielding

7.07% 2.35% 2.45%

EXISTING TO REMAIN

EXISTING TO REMAIN WIDENING

PROPOSED PAVT

12 ' RT

PROPOSED

SHLDR

6' UNPVD

PROPOSED

SAWCUT

� SR 20

1409+50.00STA.

1" = 10' Vertical 1" = 20' Horizontal

SCALE

60 40 20 0 20 40 60 60 60

70 70

E X

IS

T

IN

G

R /W

L

IN

E

E X

IS

T

IN

G

R /W

L

IN

E

2.50% 6.00%

EXIST. PGL

EL. 69.01'

KEYHOLE

5'

SHLDR

PVD

EXIST.

1:4

5.00'

1:46 .9

� SR 20

6.71% 4.63% 3.19%

EXISTING TO REMAIN

SHLDR

6' UNPVD

PROPOSED

1410+00.00STA.

1" = 10' Vertical 1" = 20' Horizontal

SCALE

60 40 20 0 20 40 60 60 60

70 70 E

X

IS

T

IN

G R

/W L

IN

E

E X

IS

T

IN

G

R /W

L

IN

E

6.00% 3.09%

EXIST. PGL

EL. 68.81'

SHLDR

PVD

EXIST.

1:4

5.00'

1:46 .8

RT

EXIST.

KEYHOLE

EXIST.

GORE

±16' RESURFACING

REVISIONS

DATE DESCRIPTION

NO.

SHEETWALTON COUNTY

BOARD OF COUNTY COMMISSIONERS

PANHANDLE ENGINEERING & CONST.

79082LICENSE NUMBER:

JOHN C. FIELDING, P.E.

T H

E O

F F

IC

IA

L R

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

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E D

A N

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ENGINEER OF RECORD

AL1 - D 1409+50.00 [SHEET] : P:\PECS Engineering\Worksets\FDOT\22-018-02 SR20 at W Bay Loop - WalCo\Roadway\RDXSRD-SR20-01.dgn

7:45:30 AM7/16/2025jfielding

1.34%

1.94%

6.54% 2.96%

1410+50.00STA.

1" = 10' Vertical

1" = 20' Horizontal

SCALE

60 40 20 0 20 40 60

60 60

70 70

E X

IS

T

IN

G

R /W

L

IN

E

E X

IS

T

IN

G

R /W

L

IN

E

� SR 20

EXIST. PGL

EL. 68.56'

KEYHOLE

RT

EXIST.

±17' RESURFACING

SHLDR

6.00%

1:4

5.00'

.6

EXISTING TO REMAIN

� SR 20

1.69%1.89% 6.42% 2.45%

1411+00.00STA.

1" = 10' Vertical 1" = 20' Horizontal

SCALE

60 40 20 0 20 40 60 60 60

70 70 E

X

IS

T

IN

G R

/W L

IN

E

E X

IS

T

IN

G

R /W

L

IN

E

EXIST. PGL

EL. 68.25'

6.00% 1:4 1:4

5.00'

±17' RESURFACING

SHLDR

PVD

EXIST.

KEYHOLE

EXIST.

RT

EXIST.

.5

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETWALTON COUNTY

BOARD OF COUNTY COMMISSIONERS

PANHANDLE ENGINEERING & CONST.

79082LICENSE NUMBER:

JOHN C. FIELDING, P.E.

T H

E O

F F

IC

IA

L R

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

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ENGINEER OF RECORD

AL1 - D 1410+50.00 [SHEET] : P:\PECS Engineering\Worksets\FDOT\22-018-02 SR20 at W Bay Loop - WalCo\Roadway\RDXSRD-SR20-01.dgn

7:45:31 AM7/16/2025jfielding

1.87%1.84% 6.52% 2.46%

1411+50.00STA.

1" = 10' Vertical 1" = 20' Horizontal

SCALE

60 40 20 0 20 40 60 60 60

70 70

E X

IS

T

IN

G

R /W

L

IN

E

E X

IS

T

IN

G

R /W

L

IN

E

WM

BFOC

EXIST. PGL

EL. 67.88'

.1

SHLDR

PVD

EXIST.

KEYHOLE

EXIST.

RT

EXIST.

6.00% 1:4

4.12'

EXISTING TO REMAIN

� SR 20

1.91%1.75% 6.66% 2.90%

1412+00.00STA.

1" = 10' Vertical 1" = 20' Horizontal

SCALE

60 40 20 0 20 40 60

60 60

70 70

E X

IS

T

IN

G

R /W

L

IN

E

WM

BFOC

EXIST. PGL

EL. 67.47'

6.00%

RT

EXIST.

KEYHOLE

EXIST.

SHLDR

PVD

EXIST.

.3

RADIAL WIDENING

VARIES (SEE PLANS)

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETWALTON COUNTY

BOARD OF COUNTY COMMISSIONERS

PANHANDLE ENGINEERING & CONST.

79082LICENSE NUMBER:

JOHN C. FIELDING, P.E.

T H

E O

F F

IC

IA

L R

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

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ENGINEER OF RECORD

AL1 - D 1411+50.00 [SHEET] : P:\PECS Engineering\Worksets\FDOT\22-018-02 SR20 at W Bay Loop - WalCo\Roadway\RDXSRD-SR20-01.dgn

7:45:33 AM7/16/2025jfielding

1412+50.00STA.

1" = 20' Horizontal

SCALE

60 40 20 0 20 40 60

60 60

70 70

E X

IS

T

IN

G

R /W

L

IN

E

WM

BFOC

EXISTING TO REMAIN

� SR 20

CR 83A (W BAY LOOP)

1.15%1.17% 6.36%

EXIST. PGL

EL. 67.00'

GORE

EXIST.

SHLDR

PVD

EXIST.

EXISTING TO REMAIN

� SR 20

2.71%1.15% 6.56%

SAWCUT

ACCEL LANE

REMOVE EXIST.

3.50%

1413+00.00STA.

1" = 10' Vertical 1" = 20' Horizontal

SCALE

60 40 20 0 20 40 60

60 60

70 70 E

X

IS

T

IN

G R

/W L

IN

E

E X

IS

T

IN

G

R /W

L

IN

E

1:4

1:6

GM

EXIST. PGL

EL. 66.58'

5' PVD

.0

RECONSTRUCTION

10' SHLDR

2.71%1.15%

SHLDR

PVD

EXIST.

6.00%

6.39'

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETWALTON COUNTY

BOARD OF COUNTY COMMISSIONERS

PANHANDLE ENGINEERING & CONST.

79082LICENSE NUMBER:

JOHN C. FIELDING, P.E.

T H

E O

F F

IC

IA

L R

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O R

D O

F T

H

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S H

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T I

S T

H E

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T R

O N

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F

IL

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ENGINEER OF RECORD

AL1 - D 1412+50.00 [SHEET] : P:\PECS Engineering\Worksets\FDOT\22-018-02 SR20 at W Bay Loop - WalCo\Roadway\RDXSRD-SR20-01.dgn

7:45:35 AM7/16/2025jfielding

1.64%1.67%

SAWCUT

7.06%

5'

1:4

1413+50.00STA.

1" = 10' Vertical 1" = 20' Horizontal

SCALE

60 40 20 0 20 40 60 60 60

70 70

E X

IS

T

IN

G

R /W

L

IN

E

E X

IS

T

IN

G

R /W

L

IN

E

6.00%

GM

6.00%

EXIST. PGL

EL. 66.25'

SHLDR

PVD

EXIST.

SHLDR

5' PVD

RECONST.

10' SHLDR

1:6

ACCEL LANE

REMOVE EXIST.

1.64%1.67%

.0

5'

� SR 20

EXISTING TO REMAIN

6.98% 1.84% 1.80%

SAWCUT

1414+00.00STA.

1" = 10' Vertical 1" = 20' Horizontal

SCALE

60 40 20 0 20 40 60

60 60

70 70 E

X

IS

T

IN

G R

/W L

IN

E

E X

IS

T

IN

G

R /W

L

IN

E

1:4

6.00% 6.00%

EXIST. PGL

EL. 65.96'

SHLDR

PVD

EXIST.

SHLDR

5' PVD

RECONST.

10' SHLDR

1:6

ACCEL LANE

REMOVE EXIST.

1.84% 1.80%

.0

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETWALTON COUNTY

BOARD OF COUNTY COMMISSIONERS

PANHANDLE ENGINEERING & CONST.

79082LICENSE NUMBER:

JOHN C. FIELDING, P.E.

T H

E O

F F

IC

IA

L R

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

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A

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ENGINEER OF RECORD

AL1 - D 1413+50.00 [SHEET] : P:\PECS Engineering\Worksets\FDOT\22-018-02 SR20 at W Bay Loop - WalCo\Roadway\RDXSRD-SR20-01.dgn

7:45:36 AM7/16/2025jfielding

1414+50.00STA.

1" = 20' Horizontal

SCALE

60 40 20 0 20 40 60

60 60

70 70

E X

IS

T

IN

G

R /W

L

IN

E

E X

IS

T

IN

G

R /W

L

IN

E

� SR 20

EXISTING TO REMAIN

6.94% 1.87% 2.27%

3.54%

EXIST. PGL

EL. 65.71'

SHLDR

EXIST.

1.87% 2.27%

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETWALTON COUNTY

BOARD OF COUNTY COMMISSIONERS

PANHANDLE ENGINEERING & CONST.

79082LICENSE NUMBER:

JOHN C. FIELDING, P.E.

T H

E O

F F

IC

IA

L R

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

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ENGINEER OF RECORD

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7:45:38 AM7/16/2025jfielding

101+50.00STA.

1" = 20' Horizontal

SCALE

60 40 20 0 20 40 60

60 60

70 70

E X

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2.00% 2.00%

1:3

GM

EXIST. PGL

EL. 67.82'

� SR 83A

1:

RESURFACE, MATCH EXIST.

6'

UNPVD

SHLDR

8'

ASPH

MUP

2' UNPVD SHLDR

.4

4.18'

1.98% 3.17%

102+00.00STA.

1" = 10' Vertical 1" = 20' Horizontal

SCALE

60 40 20 0 20 40 60 60 60

70 70 E

X

IS

T

IN

G R

/W L

IN

E

E X

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L

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2.00% 2.00% 2.00%

1:3

GM

4' TRAF.

SEP.

RESURFACE

EXIST.

RESURFACE

EXIST.

13' PAVT.

WIDENING

8' ASPH

MVP

6' UNPVD

SHLDER

2.67% 1.90%

� SR 83A

SHLDR

2' UNPVD

1:

.3

4.00'

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETWALTON COUNTY

BOARD OF COUNTY COMMISSIONERS

PANHANDLE ENGINEERING & CONST.

79082LICENSE NUMBER:

JOHN C. FIELDING, P.E.

T H

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ENGINEER OF RECORD

CROSS SECTION

(CR 83A)

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102+50.00STA.

1" = 20' Horizontal

SCALE

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2.00% 2.00% 2.00%

1:3

GM

RESURFACE

4' TRAF.

SEP.

3.93% 1.18%

RESURFACE

EXIST.

13' PAVT.

WIDENING

6' UNPVD

SHLDER

8' ASPH

MUP SHLDR

2' UNPVD

� SR 83A

1:

.2

4.00'

103+00.00STA.

1" = 10' Vertical 1" = 20' Horizontal

SCALE

60 40 20 0 20 40 60 60 60

70 70 E

X

IS

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IN

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/W L

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E X

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2.00% 2.00% 2.00% 1:3

GM

4.19%

RESURFACE

EXIST.

4' TRAF.

SEP.

RESURFACE

EXIST.

� SR 83A

2.03%

13' PAVT.

WIDENING

6' UNPVD

SHLDER

8' ASPH

MUP SHLDR

2' UNPVD

.1

4.00'

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETWALTON COUNTY

BOARD OF COUNTY COMMISSIONERS

PANHANDLE ENGINEERING & CONST.

79082LICENSE NUMBER:

JOHN C. FIELDING, P.E.

T H

E O

F F

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IA

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ENGINEER OF RECORD

AL-CR83A - 102+50.00 [SHEET] : P:\PECS Engineering\Worksets\FDOT\22-018-02 SR20 at W Bay Loop - WalCo\Roadway\RDXSRD-CR83A-02.dgn

7:45:42 AM7/16/2025jfielding

103+50.00STA.

1" = 20' Horizontal

SCALE

60 40 20 0 20 40 60

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2.00% 2.00% 2.00%

1:3

GM

3.19%

RESURFACE

EXIST.

4' TRAF.

SEP.

RESURFACE

EXIST.

� SR 83A

2.35%

13' PAVT.

WIDENING

6' UNPVD

SHLDER

8' ASPH

MUP SHLDR

2' UNPVD

1:

.0

4.00'

104+00.00STA.

1" = 10' Vertical 1" = 20' Horizontal

SCALE

60 40 20 0 20 40 60 60 60

70 70

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2.00% 2.00% 2.00% 1:3

GM

3.29%

RESURFACE

EXIST.

4' TRAF.

SEP.

RESURFACE

EXIST.

� SR 83A

2.66%

13' PAVT.

WIDENING

6' UNPVD

SHLDER

8' ASPH

MUP SHLDR

2' UNPVD

4.00'

1:

.8

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETWALTON COUNTY

BOARD OF COUNTY COMMISSIONERS

PANHANDLE ENGINEERING & CONST.

79082LICENSE NUMBER:

JOHN C. FIELDING, P.E.

T H

E O

F F

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IA

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ENGINEER OF RECORD

AL-CR83A - 103+50.00 [SHEET] : P:\PECS Engineering\Worksets\FDOT\22-018-02 SR20 at W Bay Loop - WalCo\Roadway\RDXSRD-CR83A-02.dgn

7:45:43 AM7/16/2025jfielding

104+50.00STA.

1" = 20' Horizontal

SCALE

60 40 20 0 20 40 60

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70 70

E X

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2.00% 2.00% 2.00% 1:3

GM

1.73%

RESURFACE

EXIST.

4' TRAF.

SEP.

RESURFACE

EXIST.

� SR 83A

2.89%

13' PAVT.

WIDENING

6' UNPVD

SHLDER

8' ASPH

MUP SHLDR

2' UNPVD

4.00'

.5

1:

105+00.00STA.

1" = 10' Vertical 1" = 20' Horizontal

SCALE

60 40 20 0 20 40 60

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70 70

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2.00% 2.00% 2.00% 1:3

BFOCBFOCBFOC

GM

2.32%

RESURFACE

EXIST.

4' TRAF.

SEP.

RESURFACE

EXIST.

� SR 83A

2.08%

13' PAVT.

WIDENING

6' UNPVD

SHLDER

8' ASPH

MUP SHLDR

2' UNPVD

.2

4.00'

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETWALTON COUNTY

BOARD OF COUNTY COMMISSIONERS

PANHANDLE ENGINEERING & CONST.

79082LICENSE NUMBER:

JOHN C. FIELDING, P.E.

T H

E O

F F

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IA

L R

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ENGINEER OF RECORD

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7:45:45 AM7/16/2025jfielding

2.71% 3.54%

� SR 83A

RESURFACE

EXIST.

RESURFACE

EXIST.

13' PAVT.

WIDENING

6' UNPVD

SHLDER

8' ASPH

MUP SHLDR

2' UNPVD

CONC.

LANDING

RADIAL

WIDENING

UNPVD

SHLDER

105+50.00STA.

1" = 10' Vertical 1" = 20' Horizontal

SCALE

60 40 20 0 20 40 60

60 60

70 70

E X

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T

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E X

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L

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1.64% 1:16 1:8

1:3

WM

WM

BFOCBFOCBFOC

GM

1.11% 2.11% 1.81%

.9

.1

4.00'

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETWALTON COUNTY

BOARD OF COUNTY COMMISSIONERS

PANHANDLE ENGINEERING & CONST.

79082LICENSE NUMBER:

JOHN C. FIELDING, P.E.

T H

E O

F F

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ENGINEER OF RECORD

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7:45:46 AM7/16/2025jfielding

DATE DESCRIPTION

NO.

SHEETWALTON COUNTY

BOARD OF COUNTY COMMISSIONERS

SR 20

/1

/2

P

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C S

E n g in e e r in g \W o r k s e ts

\F D

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32446 FL, MARIANNA

4277 LAFAYETTE STREET

PANHANDLE ENGINEERING & CONST.

79082LICENSE NUMBER:

JOHN C. FIELDING, P.E.

T H

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F F

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IA

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ENGINEER OF RECORD

PREVENTION PLAN

STORMWATER POLLUTION

PETROLEUM BASED PRODUCTS

PAINTS

CLEANING SOLVENTS

ASPHALT

DETERGENTS

TAR

FERTILIZERSCONCRETE

MASONRY BLOCKS

ROOFING MATERIALS

METAL STUDS

WOOD

TRANSFORMERS LIGHTING EQUIPMENT

SITE DESCRIPTION

SITE LOCATION:

DESCRIPTION:

SOIL DISTURBING ACTIVITIES WILL INCLUDE:

SOILS:

SEE REPORT OF GEOTECHNICAL EXPLORATION IN PROJECT MANUAL

SITE MAPS:

* SEE ATTACHED CONSTRUCTION PLANS FOR PRE & POST DEVELOPMENT GRADES, AREAS

OF SOILS, DISTURBANCE, LOCATION OF SURFACE WATERS, WETLANDS, PROTECTED AREAS,

MAJOR STRUCTURAL AND NONSTRUCTURAL CONTROLS AND STORM WATER DISCHARGE POINTS.

CONTROLS

THIS PLAN UTILIZES BEST MANAGEMENT PRACTICES TO CONTROL EROSION AND

SEDIMENTATION CAUSED BY STORMWATER RUNOFF. EROSION AND SEDIMENTATION CONTROLS

ON THE SITE PLAN HAVE BEEN PREPARED TO INSTRUCT THE CONTRACTOR ON PLACEMENT

OF THESE CONTROLS. IT IS THE CONTRACTORS RESPONSIBILITY TO INSTALL AND MAINTAIN

THE CONTROLS PER PLAN AS WELL AS ENSURING THE PLAN IS PROVIDING THE PROPER

PROTECTION AS REQUIRED BY FEDERAL, STATE AND LOCAL LAWS. REFER TO "CONTRACTORS

RESPONSIBILITY" FOR A VERBAL DESCRIPTION OF THE CONTROLS THAT MAY BE

IMPLEMENTED.

STORMWATER MANAGEMENT

GENERAL

THE CONTRACTOR SHALL AT A MINIMUM IMPLEMENT THE CONTRACTOR'S REQUIREMENTS

OUTLINED HEREON AND THOSE MEASURES SHOWN ON THE SWPPP SITE PLAN. IN ADDITION

THE CONTRACTOR SHALL UNDERTAKE ADDITIONAL MEASURES REQUIRED TO BE IN

COMPLIANCE WITH APPLICABLE PERMIT CONDITIONS AND STATE WATER QUALITY STANDARDS.

DEPENDING ON THE NATURE OF MATERIALS AND METHODS OF CONSTRUCTION THE

CONTRACTOR MAY BE REQUIRED TO IMPLEMENT SEDIMENTATION CONTROL MEASURES NOT

SPECIFICALLY LISTED OR SHOWN HEREON AT NO COST TO THE OWNER.

SEQUENCE OF MAJOR ACTIVITIES:

THE ORDER OF ACTIVITIES WILL BE AS FOLLOWS:

1. INSTALL EROSION AND SEDIMENTATION CONTROLS ACCORDING TO THE CONTRACT

DOCUMENTS.

2. CONSTRUCT SITE IMPROVEMENTS.

3. INSTALL ADDITIONAL EROSION AND SEDIMENTATION CONTROLS AS MAY BE WARRANTED TO

CONTROL ADVERSE ENVIRONMENTAL IMPACTS AND TO MEET APPLICABLE PERMIT

REQUIREMENTS.

4. MAINTAIN EROSION AND SEDIMENTATION CONTROLS AND REPAIR ERODED AREAS

THROUGHOUT CONSTRUCTION UNTIL THE SITE IS STABILIZED AND ACCEPTED BY THE

OWNER.

PERMITS:

1. CONTRACTOR SHALL OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM

(NPDES) PERMIT FOR CONSTRUCTION ACTIVITIES AND SHALL ABIDE BY NPDES PERMIT

CONDITIONS. CONTRACTOR MAY UTILIZE THE STORM WATER POLLUTION PREVENTION PLAN

(SWPPP) INCLUDED IN THESE PLANS OR PROVIDE HIS OWN SWPPP FOR NPDES

PERMITTING. COST FOR OBTAINING AN NPDES PERMITS AND FOR ABIDING BY ALL PERMIT

CONDITIONS SHALL BE BORNE BY THE CONTRACTOR.

TIMING OF CONTROLS/MEASURES

AS INDICATED IN THE SEQUENCE OF MAJOR ACTIVITIES, THE SILT FENCES AND HAY BALES,

WILL BE CONSTRUCTED PRIOR TO CLEARING OR GRADING OF ANY OTHER PORTIONS OF THE

SITE. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICAL IN PORTIONS OF

THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED.

ONCE CONSTRUCTION ACTIVITY CEASES PERMANENTLY IN AN AREA, THAT AREA WILL BE

STABILIZED PERMANENTLY IN ACCORDANCE WITH THE PLANS. AFTER THE ENTIRE SITE IS

STABILIZED, THE ACCUMULATED SEDIMENT WILL BE REMOVED FROM ANY SEDIMENT TRAPS,

THE RETENTION POND BOTTOM WILL BE CONTOURED TO TO FINAL ELEVATION, AND THE SITE

STABILIZED IN ACCORDANCE WITH THE EROSION & SEDIMENTATION CONTROL PLAN.

CONTROLS

IT IS THE CONTRACTORS RESPONSIBILITY TO IMPLEMENT THE EROSION AND SEDIMENTATION

CONTROLS AS SHOWN ON THE SITE PLAN. IT IS ALSO THE CONTRACTORS RESPONSIBILITY

TO ENSURE THESE CONTROLS ARE PROPERLY INSTALLED, MAINTAINED AND FUNCTIONING

PROPERLY TO PREVENT TURBID OR POLLUTED WATER FROM LEAVING THE PROJECT SITE.

THE CONTRACTOR WILL ADJUST THE EROSION AND SEDIMENTATION CONTROLS SHOWN ON

THE SITE PLAN AND ADD ADDITIONAL CONTROL MEASURES, AS REQUIRED,TO ENSURE THE

SITE MEETS ALL FEDERAL, STATE AND LOCAL EROSION AND SEDIMENTATION CONTROL

REQUIREMENTS AT NO ADDITIONAL COST TO THE OWNER. THE FOLLOWING BEST MANAGEMENT

PRACTICES WILL BE IMPLEMENTED BY THE CONTRACTOR AS REQUIRED BY THE EROSION AND

SEDIMENTATION CONTROL PLAN AND AS REQUIRED TO MEET THE EROSION AND

SEDIMENTATION REQUIREMENTS IMPOSED ON THE PROJECT SITE BY THE REGULATORY

AGENCIES.

EROSION AND SEDIMENT CONTROLS STABILIZATION PRACTICES

11.HAY BALE BARRIER: HAY BALE BARRIERS CAN BE USED BELOW DISTURBED AREAS

SUBJECT TO SHEET AND RILL EROSION WITH THE FOLLOWING LIMITATIONS:

11.A. WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCENT.

11.B. IN MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM CONTRIBUTING DRAINAGE

AREA IS NO GREATER THAN 2 ACRES.

11.C. WHERE EFFECTIVENESS IS REQUIRED FOR LESS THAN 3 MONTHS.

11.D. EVERY EFFORT SHOULD BE MADE TO LIMIT THE USE OF STRAW BALE BARRIERS

CONSTRUCTED IN LIVE STREAMS OR IN SWALES WHERE THERE IS THE POSSIBILITY

OF A WASHOUT. IF NECESSARY, MEASURES SHALL BE TAKEN TO PROPERLY ANCHOR

BALES TO INSURE AGAINST WASHOUT.

12.FILTER FABRIC BARRIER: FILTER FABRIC BARRIERS CAN BE USED BELOW DISTURBED

AREAS SUBJECT TO SHEET AND RILL EROSION WITH THE FOLLOWING LIMITATIONS:

12.A. WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCENT.

12.B. IN MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM CONTRIBUTING DRAINAGE

AREA IS NO GREATER THAN 2 ACRES.

13.BRUSH BARRIER WITH FILTER FABRIC: BRUSH BARRIER MAY BE USED BELOW…