SR_20_at_CR_83A_(W_Bay_Loop)_Signalization_Plans.pdf

LIGHTING

SIGNALIZATION

SIGNING AND PAVEMENT MARKING

ROADWAY

UTILITY PLANT-11

REPORT OF SOIL BORINGST-9 to T-10

GUIDE SIGN WORKSHEETT-8

STANDARD MAST ARM ASSEMBLIES DATA TABLET-7

MAST ARM TABULATIONT-6

SPECIAL DETAILST-5

SIGNALIZATION PLANT-4

GENERAL NOTEST-3

SIGNATURE SHEETT-2

KEY SHEETT-1

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

DEPARTMENT OF PUBLIC WORKS

(850) 892-8108

ANNA HUDSON, P.E.

WALTON COUNTY PROJECT MANAGER:

WALTON COUNTY

FL DEFENSE INFRASTRUCTURE GRANT S0238

WALTON COUNTY

ENGINEER OF RECORD:

SIGNALIZATION PLANS

INDEX OF SIGNALIZATION PLANS

F

LO

R

ID

A 'S

FT LAUDERDALE

MIAMI

NAPLES

KEY WEST

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

CONTRACT NO.

CONSTRUCTION

NO.

SHEET

YEAR

FISCAL

T-125

CITY

LAKE

TBD

SHEET DESCRIPTIONSHEET NO.

CONTRACT PLANS COMPONENTS

GOVERNING STANDARD SPECIFICATIONS:

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

Florida Department of Transportation, FY 2024-25 Standard Specifications

GOVERNING STANDARD PLANS:

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, FY 2024-25 Standard Plans for Road and

KEY SHEET : Q:\FDOT\2400900\S0238\Signalization\KEYSSG01.dgn

5:02:44 PM2/26/2025#USER$

201 S ORANGE AVE, SUITE 1300

ORLANDO, FL 32801-3442

WALTON COUNTY TASK ORDER 24-08

ARTHUR L. SHIPLEY, P.E.

P.E. LICENSE NUMBER 49398

COMPREHENSIVE ENG. SERVICES, INC.

VENDOR NO.: 59-3472222

(407) 423-1600

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SIGNALIZATION PLANS

LOCATION OF PROJECT

MILEPOST: 14.625

FDOT SECTION NO. 60030

SR 20 AT CR 83A INTERSECTION

SIGNATURE SHEET

T-2

SIGNATURESHEETS : Q:\FDOT\2400900\S0238\Signalization\SIGNSG01.dgn

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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

Arthur L. Shipley, P.E. NO. 49398

Orlando, FL 32801-3442

201 S Orange Ave, Suite 1300

Comprehensive Engineering Services, Inc.

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

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

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

SHEET DESCRIPTIONSHEET NO.

STATE OF

No 49398

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ESNECIL

ADIROL

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LPI

HS .L RUHT

R

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Michael L. Hebert, PE. NO. 50596 Orlando, FL 32804 633 Dartmouth Street Florida Bridge and Transportation, Inc.

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

STATE OF

No 50596

R E

E

NI

GNE LANOIS

SE

F O

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ESNECIL

ADIROL

F

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REBEH NYL LEAH

CI

M

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETWALTON COUNTY

BOARD OF COUNTY COMMISSIONERS

ROAD NO. FINANCIAL PROJECT IDCOUNTY

TWO 24-08

WALTON

SR 2032801-3442 FL, ORLANDO

201 S ORANGE AVE, SUITE 1300

COMPREHENSIVE ENG. SERVICES, INC.

49398LICENSE NUMBER:

ARTHUR L. SHIPLEY, P.E.

ENGINEER OF RECORD

UTILITY PLANT-11

GUIDE SIGN WORKSHEETT-8

MAST ARM TABULATIONT-6

SPECIAL DETAILST-5

SIGNALIZATION PLANT-4

GENERAL NOTEST-3

SIGNATURE SHEETT-2

KEY SHEETT-1

STANDARD MAST ARM ASSEMBLIES DATA TABLET-7

SIGNATURE SHEETT-2

STATE OF

R E

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NI

GNE LANOIS

SE

F O

R P

ESNECIL

ADIROL

F

No 49932

R E

GREBLEKNUD GI

A R

C

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

C Tallahassee, Forida 32303 3676 Hartsfield Road Environmental & Geotechnical Specialsts, Inc.

raig Dunkelberger, PE. NO. 49932

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

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

REPORT OF SOIL BORINGST-9 to T-10

SIGNATURE SHEETT-2

SHEET DESCRIPTIONSHEET NO.

GENERAL NOTES

T-3

GENERALNOTES : Q:\FDOT\2400900\S0238\Signalization\GNNTSG01.dgn

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DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETWALTON COUNTY

BOARD OF COUNTY COMMISSIONERS

COMPREHENSIVE ENG. SERVICES, INC.

49398LICENSE NUMBER:

ARTHUR L. SHIPLEY, P.E.

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EXISTING UTILITY OWNERS:

SIGNALIZATION NOTES:

NECESSARY COORDINATION WITH FDOT, ASSET MAINTENANCE CONTRACTORS AND OTHER APPLICABLE AGENCIES.

DEPARTMENT VIA FLORIDA STATUTE 556.105(5). LOCATES TO BE PERFORMED BY THE CONTRACTOR INCLUDE ALL

WOULD NOT NORMALLY BE LOCATED THROUGH SUNSHINE 811 IN ACCORDANCE WITH THE EXEMPTION AFFORDED TO THE

INCLUDING THAT UNDERGROUND INFRASTRUCTURE THAT IS AN INTEGRAL PART OF THE STATE HIGHWAY SYSTEM THAT

TO BE COMPREHENSIVE. IT IS THE CONTRACTOR’S RESPONSIBILITY TO LOCATE AND PROTECT ALL FACILITIES TIME OF PLANS PREPARATION. LOCATIONS SHOWN ARE APPROXIMATE AND THIS INFORMATION SHOULD NOT BE ASSUMED THE LOCATION OF UNDERGROUND FACILITIES SHOWN IN THE PLANS IS BASED UPON INFORMATION AVAILABLE AT THE 4.

WALTON COUNTY IS RESPONSIBLE FOR THE POWER BILL.3.

THE MAINTAINING AGENCY IS WALTON COUNTY.2.

THE FDOT AREA UTILITY COORDINATOR WILL BE JOHN MACDONALD (850) 466-4111.1.

PAY ITEM NOTES:

5. PAY ITEM 660-9-11 SHALL BE MIOVISION CORE.

4. PAY ITEM 685-1-13 SHALL BE A MYERS MP 2000E (UNINTERRUPTABLE POWER SERVICE WITH SEPARATE CABINET).

3. PAY ITEM 684-6-12 SHALL BE A PEPLINK MAX BR1MINI.

2. PAY ITEM 682-1-113 SHALL BE A BOSCH AUTODOME IP STARLIGHT 7000i.

1. PAY ITEM 670-5-111 SHALL BE A MCCAIN NEMA TS2 TYPE 2 CONTROLLER UNIT XATC EX TYPE 2.

TERMINATIONS IN COST OF ABOVE GROUND CONDUIT.

INCLUDE COST OF CONDUIT ATTACHED TO SERVICE POLE AND BETWEEN POLE AND UNDERGROUND 3.

CONDUIT AND CONNECT SERVICE WIRE TO THE POWER SERVICE METER.

POWER SERVICE PROVIDER WILL TRENCH POWER SERVICE UNDERGROUND TO THE SERVICE

STUB OUT 3" SCHEDULE 80 CONDUIT AND CAP BELOW GRADE. DO NOT TERMINATE IN A PULL BOX. 2.

RIGIDLY ATTACH ENCLOSURES AND TRANSFORMERS TO POLES.1.

NOTES:

SERVICE POINT DETAIL

N.T.S.

M

IN

M A

X

SR 20 at CR 83A (West Bay Loop) - New Signal Installation Walton County

Utility Owners

Company Contact Person Contact Number Email Address CenturyLink (Lumen - Local) Amber Gilson (850) 815-3131 amber.gilson@lumen.com

CHELCO Derrick Marshall (850) 307-1199 dmarshall@chelco.com

City of Freeport (Sewer) Paul Johnson (850) 835-4544 pjohnson@freeportflorida.gov

City of Freeport (Water) Larry Tuggle (850) 880-6553 ltuggle@freeportflorida.gov

Cox Communications Timothy Hutzenbuehler (850) 259-6662 timothy.hutzenbuehler@cox.com

Okaloosa Gas District Shawn Croft (850) 200-5387 shawncroft@okaloosagas.com

Uniti Fiber Kyle Hill (850) 544-1400 james.hill@uniti.com

Verizon Business (MCI) Thomas Wind (518) 376-4220 thomas.wind@verizon.com

WORK IS IN PROGRESS.

AN I.M.S.A. LEVEL I TRAFFIC SIGNAL TECHNICIAN SHALL BE PRESENT ON THE JOB SITE AT ALL TIMES THE TRAFFIC SIGNALIZATION WORK SITE SUPERVISOR TO CORRECT ANY PROBLEM OR EMERGENCY THAT MAY ARISE. IN ADDITION, A TECHNICIAN CERTIFIED AS TRAFFIC SIGNALS TECHNICIAN. THE TECHNICIAN SHALL REPORT TO THE JOB SITE WITHIN FOUR HOURS OF NOTIFICATION TO THE THE SUPERVISION OF A TECHNICIAN CERTIFIED BY THE INTERNATIONAL MUNICIPAL SIGNAL ASSOCIATION (IMSA) AS A LEVEL II, WHEN ENGAGED IN INSTALLING OR MAINTAINING TRAFFIC SIGNALS WITHIN DISTRICT THREE, WORK PERFORMED SHALL BE UNDER

PULL BOXES SHALL BE INSTALLED A MINIMUM OF 3’ FROM THE EDGE OF THE PAVEMENT.11.

GUTTER.

NUMBER 2. UTILIZE THIS METHOD FOR ALL APPLICATIONS IN THE DISTRICT, WITHOUT REGARD TO THE PRESENCE OF CURB AND INSTALL CONDUIT FOR VEHICLE LOOP INSTALLATION ACCORDING TO THE STANDARD PLANS, INDEX 660-001 SHEET 1, ALTERNATIVE10.

INSTALL EACH LOOP ON A SEPARATE CHANNEL.9.

TYPE F LOOPS SHOULD BE PLACED 4' PAST THE STOP BAR. DO NOT PLACE LOOPS IN CROSSWALKS.8.

CONSTRUCT ALL TYPE-F LOOP ASSEMBLIES WITH THREE TURNS AND TYPE B LOOP ASSEMBLIES WITH FOUR TURNS.7.

INSTALL LOOP ASSEMBLIES BEFORE PLACING THE FINAL COURSE OF ASPHALT.6.

5.

ON

OFF

DISCONNECT

ELECTRICAL

EPB

(BY CONTRACTOR)

SERVICE METER

(SCH 80)

3" CONDUIT

GRADE

BELOW

CAP CONDUIT

(POWER)

2" CONDUIT

(POWER)

LFMC

1"

TYPE P-II SERVICE POLE

(POWER)

2" CONDUIT

GRADE

FINISHED

CONTROLLER

ELEC TO

WATER

U

U

GAS

U

U U

WATER

WATER

U

WATER

WATERWATER

WATER

C

L-2AL-2B

L

L-1

L-6A L-6B

L

R

N

10 40

Feet

1413 1414

� SR 20

� CR 83A

EXIST. R/W

EXIST. R/W

EXIST. R/W

EXIST. R/W

VACANT PARCEL

VACANT PARCEL

VACANT PARCEL

55 MPH

SR 20

M P

H C

R

A

(W

B

A Y

L

O O

P

55 MPH

SR 20

EXIST. R/W

646-1-11 1 EA

630-2-11

665-1-11

1 EA

5 LF

PED SIGN B

R10-3i

Vehicles

Watch For

START CROSSING

If Started

Finish Crossing

DON'T START

To Finish Crossing

TIME REMAINING

DON'T CROSS

STEADY

TIMER

FLASHING

TO CROSS

PUSH BUTTON

Vehicles

Watch For

START CROSSING

If Started

Finish Crossing

DON'T START

To Finish Crossing

TIME REMAINING

DON'T CROSS

STEADY

TIMER

FLASHING

TO CROSS

PUSH BUTTON

PED SIGN CPED SIGN A

R10-3i

Vehicles

Watch For

START CROSSING

If Started

Finish Crossing

DON'T START

To Finish Crossing

TIME REMAINING

DON'T CROSS

STEADY

TIMER

FLASHING

TO CROSS

PUSH BUTTON

PED. DETECTOR SIGN DETAIL

"SR 20"

SR 20

R10-3i

PED SIGN D

R10-3i

Vehicles

Watch For

START CROSSING

If Started

Finish Crossing

DON'T START

To Finish Crossing

TIME REMAINING

DON'T CROSS

STEADY

TIMER

FLASHING

TO CROSS

PUSH BUTTON

"CR 83A"

CR 83A

POLE LOCATION=

STA. 1412+88.71, 56.09' RT.

POLE LOCATION=

STA. 1411+89.73, 47.50' LT.

EL 67.04'

1 EA

630-2-11

649-21-14

1 EA

630-2-11

649-21-25

MOVEMENT NO.

CONTROLLER TIMINGS

MINIMUM GREEN

EXTENSION

ALL RED

PEDESTRIAN WALK

PED. CLEARANCE

RECALL

IN

T

E R

V A

L

DETECT. FUNCTION

TIMING PHASE

MAXIMUM GREEN

2 6

4 1 3 7

2 5 6 4 1 8 3 7

--2.0

--- 7

--MIN MIN

- -LOCK

NON

LOCK

NON

LOCK

NON

LOCK

NON

OFF OFF

DETAIL OF SIGNAL HEADS

CONTROLLER AND OPERATION NOTES:

SPECIAL NOTES:

12" LED

SIGNAL

3-SECT, 1-WAY

650-1-34

12" LED

SIGNAL

4-SECT, 1-WAY

650-1-36

(2)

8 (1) 1 (1) P8

P2

653-1-11

2 AS

(1)

(1)

C

PED POLE LOCATION=

STA. 1412+14.62, 55.98' RT.

646-1-11 1 EA

630-2-11

665-1-11

PED SIGN "D"

1 EA

A

PED POLE LOCATION=

PED SIGN "A"

SIGN 100

2 EA

700-3-202

2 EA

(SEE GUIDE SIGN WORK SHEET FOR LAYOUT)

MAST ARM MOUNTED SIGNS

SIGN 101

1 EA

5 LF

SIGN 101

SIGN 101

630-2-12

LV, 1 SPARE

6 RUNS: 2 HV, 3

85 LF

630-2-11210 LF

AREAS OF CONSTRUCTION

WARNING - GAS LINE IN

635-2-11 24 EA (TYP.)

STA. 1412+88.95, 30.95' LT.

684-6-12

27 - 27 -

3.0 2.6 2.6

15 60 - 60 30

5.9 5.9 - 5.9 4.8

2.0 2.0

ADJUSTING AS DIRECTED BY THE PROJECT ENGINEER.

TIMINGS ARE INITIAL AND MAY REQUIRE FIELD

'66.50EL

GROUND EL 66.50'

GROUND EL 66.54'

x x

GYR GSYR FY

PROVIDE POWER SERVICE

EXISTING POWER POLE TO

5 AS 1 AS

SR 20

"SR 20" "CR 83A"

CR 83A

653-1-12

1 AS

1-SECT., 2-WAY

COUNT-DOWN

PED. SIGNAL

1-SECT., 1-WAY

COUNT-DOWN

PED. SIGNAL

P8 (1)P2

5 LF

5 LF

180'

204'

630-2-14 20 LF

639-1-122 1 AS

641-2-12 1 EA

630-2-11

30 LF

1 EA 685-1-11

660-2-106 660-2-102

1 PI

630-2-11

632-7-1

660-1-110

639-2-1

1 AS

3 AS (TYP.) 4 AS (TYP.)

90 LF

30 LF

4 EA

(12' SERVICE POLE)

2.0

3.0

YELLOW CLEARANCE

630-2-11208 LF

630-2-11

210 LF

630-2-11 190 LF

630-2-11

11 LF

630-2-1111 LF

630-2-12 80 LF

3 RUNS: 1 HV, 2 LV

SIGN 100

630-2-11 80 LF

630-2-11 18 LF

EL 67.56'

EL 66.50'

B

PED POLE LOCATION=

STA. 1412+88.16, 43.54' RT.

646-1-11 1 EA

630-2-11

665-1-11 2 EA

5 LF

EL 66.65'

682-1-113

WITH MOVEMENT 1.

AS SPECIAL SOP WITH FLASHER. MOVEMENT 8R TO RUN CONCURRENT

CONTROLLER - NEMA, 8-PHASE, SOP 10 CAPABLE. INITIALLY OPERATED

5. SR 20 SOUTHBOUND SIGN 100 TO BE DELIVERY TO THE COUNTY.

4. TIMINGS TO BE FIELD ADJUSTED AS DIRECTED BY THE PROJECT ENGINEER.

THE CONTROLLER.

UNDERGROUND TO THE MAIN DISCONNECT ON THE NEW SERVICE POLE, THEN TO

SOUTHEAST CORNER OF THE INTERSECTION. POWER SERVICE IS TO RUN

3. POWER SERVICE TO BE OBTAINED FROM EXISTING POWER POLE LOCATED IN THE

MOVEMENT 8, AND RED ARROW FOR MOVEMENT 1. PEDESTRIANS SHALL BE DARK.

2. THE FLASHING OPERATION SHALL BE YELLOW FOR MOVEMENTS 2 AND 6, RED FOR

CR 83A (WEST BAY LOOP) MOVEMENT 8 AND 8R.

1. THE MAJOR STREET IS SR 20 MOVEMENTS 1, 2, AND 6. THE MINOR STREETS IS

630-2-11

5 RUNS: 2 HV, 3 LV

40 LF

630-2-1111 LF

PED SIGNS "B", "C"

3 RUNS: 1 HV, 2 LV

670-5-111

1 EA

60M051STRUCTURE ID NO.

2 (2)

180'

204'

11 LF 630-2-11

TF 1 TF 2 TF 3

PHASE 3PHASE 1 PHASE 2

2 6 81 6

SPECIAL S.O.P.

L-1 1 5

DETECTORS FOR LOOPS

DELAY

TIME

(SEC)NUMBER

DETECTOR

NUMBER

CHANNEL

LOOPS

TO

CONNECT

PHASE

CONTROLLER

2 -

6 -

ADJUSTING AS DIRECTED BY THE ENGINEER.

* DELAY TIME IS INITIAL AND MAY REQUIRE FIELD

L-8R 8 -

L-8 8 -

L-2B

L-6B

L-2A

L-6A

8R

8R

12" LED

SIGNAL

4-SECT, 1-WAY

650-1-36

8R (1)

1 AS

GSYR FY

EL 66.22'

SIGN 100

12" LED

SIGNAL

5-SECT, 1-WAY

650-1-38

8L (1)

1 AS

P2 P8

G GYR Y

700-3-202

S68°40'59"E

1413 14141411

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETWALTON COUNTY

BOARD OF COUNTY COMMISSIONERS

COMPREHENSIVE ENG. SERVICES, INC.

49398LICENSE NUMBER:

ARTHUR L. SHIPLEY, P.E.

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SIGNALIZATION PLAN

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P2

P8

P8

P2

8L 8 8R 8 x

PED POLE A

PROPOSED

AND PED SIGN A

PED DETECTOR

PROPOSED

R/W LINE

U U

PED POLE C

PROPOSED

AND PED SIGN D

PED DETECTOR

PROPOSED

R/W LINE

U

AND PED SIGN C

PED DETECTOR

PROPOSED

PED POLE B

PROPOSED

AND PED SIGN B

PED DETECTOR

PROPOSED

R/W LINE

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETWALTON COUNTY

BOARD OF COUNTY COMMISSIONERS

COMPREHENSIVE ENG. SERVICES, INC.

49398LICENSE NUMBER:

ARTHUR L. SHIPLEY, P.E.

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SPECIAL DETAILS

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WARNING: GAS MAIN IN AREAS OF CONSTRUCTION

SW CORNER DETAIL

NE CORNER DETAIL

SE CORNER DETAIL

N

0 10

Feet

N

0 10

Feet

N

0 10

Feet

(W E

S T

B A

Y L

O O

P

C R

A

SR 20

SR 20

SR 20

(W E

S T

B A

Y L

O O

P

C R

A

PEDESTRIAN SYMBOLS

PEDESTAL

SIGNAL ON

PEDESTRIAN

ON PED POLE

AND SIGN

BUTTON

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POLEDETAILSHEETS : Q:\FDOT\2400900\S0238\Signalization\PLDTSG01.dgn

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* DENOTES NUMBER OF SECTIONS IN SIGNAL HEAD ASSEMBLY

T-4

T-4

SIGNAL DATA SIGN DATA

NO.

ID

NO.

SHEET

BY STA.

LOCATION

ELEVATION

FOUND.

TOP OF

NO.

ARM

RDWY

ELEV.

CROWN

Y/N

NAIRE

LUMI-

Y/N

COMP.

TERM.

V/H

SIGNAL

Y/N

PLATES

BACK

Y/N

SIGNAL

PED.

DISTANCE FROM POLE

LENGTH

ARM

TOTAL

M.H.

ARM

90/270

DUAL ARMS

BETWEEN

ANGLE

COLOR

PAINT

1 * 2 * 3 * 4 * 5 * A H1 W1 B H2 W2 C H3 W3 D H4 W4 E H5 W5

DISTANCE FROM POLE / HEIGHT AND WIDTH OF SIGN

H Y N

H Y N

Y

YN

N

12.0

2.0

2.0

7.0

7.0

12.0

LONGEST ARM FOR DOUBLE ARM POLE.

ARM NO. 1 - SINGLE ARM POLE OR

DIRECTION FROM ROADWAY ARM NO. 1.

TO BE MEASURED IN A COUNTER CLOCKWISE

ARM NO. 2 - DOUBLE ARM POLE ORIENTATION

TOTAL ARM LENGTH

TOP OF FOUNDATION ELEVATION

(ARM M.H.)

HEIGHT

MOUNTING

ARM

W2

SIGN B

H2

B A

3 2 1

GYR GYR GYR

C

W3

H3

SIGN C

W2

SIGN B

H2

W1

SIGN A

H1

67.04' 66.50'

N Y H Y N 12.0 2.0 7.0

1411+89.73, 47.50' LT.

1412+88.71, 56.09' RT.

66.50' 66.65'

67.56'

STRUCTURE NO. 60M051

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETWALTON COUNTY

BOARD OF COUNTY COMMISSIONERS

COMPREHENSIVE ENG. SERVICES, INC.

49398LICENSE NUMBER:

ARTHUR L. SHIPLEY, P.E.

T H

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ENGINEER OF RECORD

STANDARD MAST ARM

TABULATION

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SIGNAL DATA SIGN DATA

NO.

ID

NO.

SHEET

BY STA.

LOCATION

ELEVATION

FOUND.

TOP OF

NO.

ARM

RDWY

ELEV.

CROWN

Y/N

NAIRE

LUMI-

Y/N

COMP.

TERM.

V/H

SIGNAL

Y/N

PLATES

BACK

Y/N

SIGNAL

PED.

DISTANCE FROM POLE

LENGTH

ARM

TOTAL

M.H.

ARM

90/270

DUAL ARMS

BETWEEN

ANGLE

COLOR

PAINT

* 2 * 3 * 4 * 5 * A H1 W1 B H2 W2 C H3 W3 D H4 W4 E H5 W5

DISTANCE FROM POLE / HEIGHT AND WIDTH OF SIGN

6038.0 48.0

55.0 63.0H Y N

H Y N

Y

YN

N 5 3

3 3

12.0

2.0

2.0

7.0

7.0

12.0

N Y H Y N 29.0 3 39.0 3 49.0 4

12.0 2.0 7.0

1411+89.73, 47.50' LT.

1412+88.71, 56.09' RT.

* DENOTES NUMBER OF SECTIONS IN SIGNAL HEAD ASSEMBLY

CURRENT CONDITION

FUTURE CONDITION

67.04' 66.50'

67.56'

66.22' H Y NYN

H Y NYN

66.50' 66.65'

66.22'

12.0

12.0

7.02.0

2.0 7.0

71.0 4

55.0 63.05 3

43.0 4 51.0 3 59.0 4

71.0 4

38.0 48.03 3

29.0 3 39.0 3 49.0 4

19.5

19.0

19.0

19.5

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETSTATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

SR 20

32804 FL., ORLANDO

633 DARTMOUTH STREET

TRANSPORTATION, INC.

FLORIDA BRIDGE &

50596LICENSE NUMBER:

MICHAEL L. HEBERT, P.E.

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A D

B

C h e c k e d

B y

A

B C h e c k e d

B y

M

H e s i g n e d B

S

W D r a w n

ASSEMBLIES DATA TABLE

STANDARD MAST ARM

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STANDARD MAST ARM ASSEMBLIES DATA TABLE TABLE DATE 11-01-16

NUMBERS

ID

STRUCTURE

DESIGNATION

FIRST ARM SECOND ARM

(DEG)

UF

(DEG)

LL

POLE

ID

SHAFT

DRILLED

ID

ARM

(FT.)

FAA

ID

ARM

(FT.)

SAA

ID

POLE

(FT.)

UAA

(FT.)

UB

60M051

MA 1

A78/D - A50/D - P6/D A78/D A50/D 270 P6/D 22.5 19.5 DS/18/5.0

60M051

MA 2

A60/D - A60/D - P5/D A60/D A60/D 90 P5/D 22.0 19.0 DS/16/5.0

NOTES [NOTES DATE 11-01-16]:

1. IF AN ENTRY APPEARS IN COLUMN FAA, A SHORTER ARM IS REQUIRED. THIS IS OBTAINED BY REMOVING LENGTH FROM THE ARM TIP

AND THE ARM LENGTH SHORTENED FROM FA TO FAA. SAA SIMILAR.

2. IF AN ENTRY APPEARS IN COLUMN UAA, A SHORTER POLE IS REQUIRED. THIS IS OBTAINED BY REMOVING LENGTH FROM THE POLE TIP

AND THE POLE HEIGHT SHORTENED FROM UA TO UAA.

3. WORK THIS SHEET WITH THE SIGNAL DESIGNER’S “MAST ARM TABULATION”. SEE “MAST ARM TABULATION” FOR SPECIAL INSTRUCTIONS

THAT INCLUDE NON-STANDARD HANDHOLE LOCATION, PAINT COLOR, TERMINAL COMPARTMENT REQUIREMENT, AND PEDESTRIAN FEATURES.

4. WORK WITH INDEXES 649-030 AND 649-031.

5. DESIGN WIND SPEED = 150 MPH IN ACCORDANCE WITH THE JANUARY 2025 STRUCTURES MANUAL.

FOUNDATION NOTES [NOTES DATE 01-01-12]:

1. DESIGN BASED ON BORINGS TAKEN IN JANUARY 2024 SEALED BY ENVIRONMENTAL AND GEOTECHNICAL SPECIALISTS, INC.

2. ASSUMPTIONS AND VALUES USED IN DESIGN:

SOIL TYPE = COHESIONLESS (FINE SAND)

SOIL FRICTION ANGLE =30 DEG. (MA 1 & MA 2)

SOIL UNIT WEIGHT = 53 PCF (MA 1 & MA 2)

SPT N-VALUE = 12 BLOWS/FT. (MA 1), 10 BLOWS/FT. (MA 2)

SOIL LAYER THICKNESS = 30 FT.

DESIGN WATER TABLE = 0 FT. BELOW SURFACE

3. THE SUBSURFACE CONDITIONS DO NOT MEET THE REQUIREMENTS FOR USE OF DRY METHOD SHAFT CONSTRUCTION.

SPACE

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

COPY

SPACE

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

COPY

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACESPACE

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

COPY

SPACE

COPY COPY

SPACE

SPACE

COPY

SPACE

COPY

SYMBOL(S) X Y WID HTANGLE

SIGN NAME STATION(S)

WIDTH

HEIGHT

PANEL

LEGEND

COLOR

RADII

WIDTH

BORDER

COLOR

NUMBER

SIGN

CLEARANCE COLUMN SIZE AVERAGE

LENGTH

Edge Of Lane

SIGN NAME

HEIGHT

PANEL

LEGEND

COLOR

RADII

WIDTH

BORDER

COLOR

QTY

HEIGHT

PANEL

LEGEND

COLOR

RADII

WIDTH

BORDER

COLOR

HEIGHT

PANEL

LEGEND

COLOR

RADII

WIDTH

BORDER

COLOR

FIXTURE SPACINGNO. OF LIGHT FIXTURES PHOTOMETRIC CURVE WATT VOLTAGE FIXTURE SPACINGNO. OF LIGHT FIXTURES PHOTOMETRIC CURVE WATT VOLTAGE

FIXTURE SPACINGNO. OF LIGHT FIXTURES PHOTOMETRIC CURVE WATT VOLTAGE FIXTURE SPACINGNO. OF LIGHT FIXTURES PHOTOMETRIC CURVE WATT VOLTAGE

OF POSTS

OF POSTS

NUMBER

OF POSTS

NUMBER

OF POSTS

100 1

7'-0" 0.75"

Mast Arm

2'-0" 3"

White White

Green

13.6

S

12.7

9.7

12.2

10.1 13.6

L

56.8

101 2

7'-0" 0.75"

Mast Arm

2'-0" 3"

White White

Green

7.4

C

12.5

9.7

11.5

11.4

A

12.1 7.4

L

69.2

13.6" 56.8" 13.6"

7'-0"

6"

12"EM

6"

7.4" 69.2" 7.4"

7'-0"

6"

12"EM

6"

GUIDE SIGN WORK SHEET

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DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETWALTON COUNTY

BOARD OF COUNTY COMMISSIONERS

COMPREHENSIVE ENG. SERVICES, INC.

49398LICENSE NUMBER:

ARTHUR L. SHIPLEY, P.E.

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SOIL BORING LOCATION MAP

-200=

OC=

Wc=

*N

(SP)

-200 SIEVE

LABORATORY TESTING RESULTS

LEGEND

WATER CONTENT (%)

ORGANIC CONTENT (%)

N-VALUE EQUIVALENT (NOTE 2)

MEASURED GROUNDWATER LEVEL

SOIL BORING LOCATION

(SM)

SILTY FINE SAND

UNIFIED SOIL CLASSIFICATION GROUP

(SP/SP-SM)

FINE SAND

HIGH GROUNDWATER LEVEL

ESTIMATED "NORMAL" SEASONAL

N

15 60

Feet

NOTES

TOPOGRAPHIC MAPS.

ELEVATIONS ARE APPROXIMATE AND WERE ESTIMATED USING USGS

PERFORMING THE EXTRAPOLATION.

DATA TO OTHER LOCATIONS IS THE SOLE RESPONSIBILITY OF THE PERSON

EXCEPT AT THE LOCATIONS OF THE SOIL BORING. EXTRAPOLATION OF THE SOIL

ARE FOR THE SOIL BORING ONLY AND MAY NOT APPLY TO ANY OTHER LOCATIONS

SOIL DESCRIPTIONS, TEST DATA, AND STANDARD PENETRATION VALUES SHOWN

FLUCTUATIONS SHOULD BE ANTICIPATED.

ENCOUNTERED DURING THE SUBSURFACE INVESTIGATION. GROUNDWATER LEVEL

MEASURED GROUNDWATER LEVEL SHOWN IS THE GROUNDWATER LEVEL

CONE PENTROMETER TESTS.

N-VALUES DENOTED WITH AN ASTERISK (*) WERE DERIVED FROM STATIC HAND

N-VALUES FOR 12 INCH PENETRATION (UNLESS OTHERWISE NOTED).

NUMBERS LEFT OF BORING INDICATE STANDARD PENETRATION TEST (SPT)

5.

4.

3.

2.

1.

GREATER THAN 40

24 - 40

8 - 24

3 - 8

LESS THAN 3

GREATER THAN 24

12 - 24

6 - 12

3 - 6

1 - 3

LESS THAN 1

RELATIVE DENSITY

GRANULAR MATERIALS

(BLOWS/12 IN.)

SPT

CONSISTENCY

SILTS AND CLAYS

(BLOWS/12 IN.)

SPT

HARD

VERY STIFF

STIFF

FIRM

SOFT

VERY SOFT

VERY DENSE

DENSE

MEDIUM DENSE

LOOSE

VERY LOOSE

AUTOMATIC HAMMER

SPLIT-SPOON:

HAMMER WEIGHT: 140 lbs.

AVG. HAMMER DROP: 30.0 in.

OUTSIDE DIAMETER: 2.0 in.

INSIDE DIAMETER: 1.375 in.

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETWALTON COUNTY

BOARD OF COUNTY COMMISSIONERS

SR 2032303 FLORIDA, TALLAHASSEE

3676 HARTSFIELD ROAD

EGS, INC.

49932LICENSE NUMBER:

CRAIG E. DUNKELBERGER, P.E.

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WMA-1

SR 20 EASTBOUND

SR 20 WESTBOUND

C R

A

W E

S T

B A

Y L

O O

P

WMA-2

-200=9

Wc=4

-200=7

Wc=4

-200=12

Wc=8

-200=4

Wc=22

-200=9

Wc=22

-200=23

Wc=11

-200=11

Wc=6

-200=9

Wc=7

-200=5

Wc=21

-200=6

Wc=19

OC=1.9

-200=5

Wc=24

N

*7

*7

*4

*4

*5

N

*7

*5

*7

*7

*5

RIG

HAMMER

DRILLER

DATE

ELEV.

EASTING

NORTHING

BOR #

RIG

HAMMER

DRILLER

DATE

ELEV.

EASTING

NORTHING

BOR #

FINE SAND (SP-SM)

LOOSE TO MEDIUM DENSE DARK GRAY TO BROWN

SILTY FINE SAND (SM)

LOOSE TO MEDIUM DENSE BROWN

SILTY FINE SAND (SM)

LOOSE GRAY TO BROWN

FINE SAND (SP-SM)

LOOSE TO MEDIUM DENSE BROWN

MEDIUM SAND (SP-SM)

MEDIUM DENSE GRAY

FINE SAND (SP-SM)

MEDIUM DENSE DARK GRAY TO GRAY

D-25

AUTOMATIC

W. CHOMAT

12/19/2023

64 FEET

1442922

552677

WMA-2

AT ELEV. 35 FEET

BORING TERMINATED

AT ELEV. 34 FEET

BORING TERMINATED

D-25

AUTOMATIC

W. CHOMAT

12/19/2023

65 FEET

1442904

552832

WMA-1

FINE SAND (SP, SP-SM)

MEDIUM DENSE TO DENSE DARK GRAY TO GRAYA

P P

R O

X

IM

A T

E E

L E

V A

T

IO

N

F E

E T

N

A V

D

) A

P P

R O

X

IM

A T

E E

L E

V A

T

IO

N (F

E E

T

- N

A V

D '8

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETWALTON COUNTY

BOARD OF COUNTY COMMISSIONERS

SR 2032303 FLORIDA, TALLAHASSEE

3676 HARTSFIELD ROAD

EGS, INC.

49932LICENSE NUMBER:

CRAIG E. DUNKELBERGER, P.E.

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REPORT OF SOIL BORINGS

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WATERWATER

0 10

Feet

N

TH 1-2

MAST ARM NO. 1

R/W LINE

COMMENTS

** FROM CENTER OF MAST ARM

NEAREST EDGE**UTILITY TYPE HEIGHT WIDTH MATERIAL DEPTH

TH 1-1 WATER 10.5' 10.5' POLYVINYL CHLORIDE 2.30' 0.95' NOT IN SERVICE

TH 1-2 WATER 8.50' 8.50' POLYVINYL CHLORIDE 2.60' 4.30' N/A

TH 1-1

TO BE REMOVED BY CONTRACTOR

U

WATER

WATER

N

0 10

Feet

R/W LINE

TH 2-1

MAST ARM NO. 2

COMMENTS

** FROM CENTER OF MAST ARM

NEAREST EDGE**UTILITY TYPE HEIGHT WIDTH MATERIAL DEPTH

TH 2-1 WATER 22.0' 22.0' METAL 3.65' 3.00' N/A

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETWALTON COUNTY

BOARD OF COUNTY COMMISSIONERS

COMPREHENSIVE ENG. SERVICES, INC.

49398LICENSE NUMBER:

ARTHUR L. SHIPLEY, P.E.

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UTILITY PLAN

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WARNING: GAS MAIN IN AREAS OF CONSTRUCTION

NW CORNER DETAIL SE CORNER DETAIL

(W E

S T

B A

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P

C R

A

SR 20

WARNING: GAS MAIN IN AREAS OF CONSTRUCTION

SR 20