A L A B A M A

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SANTA R

OSA C

OUNTY

SANTA ROSA COUNTY

B A L D

W I N C

O U N T Y

GULF ISLANDS NATIONAL SEASHORE

GULF IS

LANDS NATIONAL SEASHORE

AQUATIC PRESERVE

FORT PICKENS

SITE 8-A

OLF

INTRACOASTAL WATERWAY

INT

RAC

OAST

AL W

ATE

RWAY

ESCAMBIA COUNTY

Old R ive r

Pop. 1,714

CENTURY

G U L F

O F

M E X I

C O

PENSACOLA

Bay

Macky

Bay

Tarkiln

151617

20 21

282930

31 32

34 35 36

10 11

20 21 22

23 24

32 33 34

7 8 9 10 11

34 35

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10 11

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23456

7 8

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31 32

1415161718

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7 8

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33 34

11 12

22 23

31 32

9 10 11

303132

33 34 35 36

10 11

23 24

8 9 10 11

151617

19 20 21 22

13 14

4 3

37 10

19 20

15 16 17 18

11 12

23 24 25

26 32

2 1

Bay

Sabine

ONO I

SLAND

Perd ido

Key

Main St.

Pe rd id o

B ay

Santa Ro sa Sound

Pens acol a Ba y

E scam bia B ay

Big

Lag oon

VICINITY MAP

I-10

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OLIVE RD.

P A L A F

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N.T.S.

N.T.S.

OLIVE ROAD

STA. 252+06.95

END PROJECT

STREET IMPROVEMENT PROJECT

C O

D Y L

N

OLIVE ROAD

STA. 191+90.00

BEGIN PROJECT

STA. 191+40.00

BEGIN CONSTRUCTION

ESCAMBIA COUNTY, FLORIDA

PLANS PROPOSED FOR

CONSTRUCTION MANAGEMENT DIVISION

BOARD OF COUNTY COMMISSIONERS

ENGINEERING DEPARTMENT

SHEET NO. & DESCRIPTION

INDEX OF PLANS

PROJECT MANAGER:

PROJECT ENGINEER:

SECTION / TOWNSHIP / RANGE:

SIGNATURE:

DISTRICT:

REG FLA ENG NO:

3 & 418, 20, & 21 / 1S / 30W

KEVIN L. ABEL, P.E. 81605

DATE:

PHONE NUMBER

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KEY SHEET

SHEET

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SL-1

SL-2

GENERAL NOTES

SIGNALIZATION PLANS

STREET IMPROVEMENT PROJECT

OLIVE ROADTABULATION OF QUANTITIES

SIGNATURE SHEET

NOT ISSUED FOR CONSTRUCTION

CERTIFICATE OF AUTHORIZATION NO.: 4877

PENSACOLA, FL 32502

226 S. PALAFOX PLACE, FLOOR 6

MOFFATT & NICHOL

GOVERNING STANDARD PLANS:

DISTRICT TWO

DISTRICT ONE

DISTRICT FIVE

DISTRICT FOUR

DISTRICT THREE

COMMISSIONERS

LUMON MAY

MIKE KOHLER

STEVEN BARRY

ASHLEE HOFBERGER, CHAIR

STEVE STROBERGER, VICE CHAIR

LAKE MARY, FL 32746

1025 GREENWOOD BLVD, SUITE 371

MOFFATT & NICHOL

KEVIN L. ABEL, P.E. NO. 81605

ENGINEER OF RECORD

SIGNALIZATION PLANS

SL-3

REPORT OF CORE BORINGS

STANDARD MAST ARM DATA TABLE

GUIDESIGN PLAN

MOUNTING DETAILS

STANDARD MAST ARM TABULATION

SIGNALIZATION PLAN

MICHAEL SEGARS

FINAL PLANS

RELATED DOCUMENTS OR THE ESCAMBIA COUNTY TECHNICAL SPECIFICATIONS.

SPECIFICATION REFERED HEREIN OR OTHERWISE LISTED IN THESE PLANS OR

COVENANTS, SHALL BE EXCLUDED AND NOT APPLICAPABLE TO ANY

CONSTRUCTION, FY 2026-27, DIVISION 1, GENERAL REQUIREMENTS AND

ANY REFERENCE TO FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE

ESCAMBIA COUNTY TECHNICAL SPECIFICATIONS.

THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH THE FY 2026-27

AVAILABLE AT THE FOLLOWING WEBSITE: http://www.fdot.gov/design/standardplans STANDARD PLANS FOR ROAD CONSTRUCTION AND ASSOCIATED IRs ARE

ROAD AND BRIDGE CONSTRUCTION AND APPLICABLE INTERIM REVISIONS (IRs).

FLORIDA DEPARTMENT OF TRANSPORTATION, FY2026-27 STANDARD PLANS FOR

PHASE I

SOLICITATION ID: PD 20-21.052

(FROM E OF CARPENTER CREEK TO N DAVIS HIGHWAY)

SL-13 - SL-14

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LEBA .L NIVE

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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.

SL-1 KEY SHEET

SL-2

SL-3

SL-4

SIGNATURE SHEET

TABULATION OF QUANTITIES

GENERAL NOTES

IG

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SL-2

KEVIN L. ABEL, P.E. NO. 81605

LAKE MARY, FL 32746

1025 GREENWOOD BLVD, SUITE 371

MOFFATT & NICHOL

ON ANY ELECTRONIC COPIES.

SIGNATURE MUST BE VERIFIED

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY

STATE OF

No 96289

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

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

SHEET NO.

SL-2 SIGNATURE SHEET

SHEET DESCRIPTION

VANESSA LIMA CAPILLA, P.E. NO. 96289

LAKE MARY, FL 32746

1025 GREENWOOD BLVD, SUITE 371

MOFFATT & NICHOL

ON ANY ELECTRONIC COPIES.

SIGNATURE MUST BE VERIFIED

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY

SL-12 STANDARD MAST ARM DATA TABLE

STATE OF

No 43416

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

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

SHEET NO. SHEET DESCRIPTION

REPORT OF CORE BORINGS

SIGNATURE SHEET

SL-13 - SL-14

SL-2

MITCHELL L. SMITH, P.E. NO. 43416

PENSACOLA, FLORIDA 32502

175 SOUTH A STREET

TIERRA INC.

ON ANY ELECTRONIC COPIES.

SIGNATURE MUST BE VERIFIED

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY

GUIDESIGN PLAN

MOUNTING DETAILS

STANDARD MAST ARM TABULATION

SIGNALIZATION PLAN

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TABULATION OF SIGNALIZATION QUANTITIES

NO.

ITEM

PAY

DESCRIPTION UNIT TOTAL

GRAND

SL-5 SL-6 SL-7 SL-8

PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL

630-2-11 CONDUIT, F&I, OPEN TRENCH LF 145 145 290

630-2-12 CONDUIT, FURNISH & INSTALL, DIRECTIONAL BORE LF 270 305 575

632-7-1 SIGNAL CABLE - NEW OR RECONSTRUCTED INTERSECTION, FURNISH & INSTALL PI 1 1 2

632-7-6 SIGNAL CABLE, REMOVE- INTERSECTION PI 1 1 2

635-2-11 PULL & SPLICE BOX, F&I, 13" x 24" COVER SIZE EA 13 12 25

639-1-122 ELECTRICAL POWER SERVICE, F&I, UNDERGROUND, METER PURCHASED BY CONTRACTOR AS 1 1 2

639-2-1 ELECTRICAL SERVICE WIRE, FURNISH & INSTALL LF 30 30 60

641-2-12 PRESTRESSED CONCRETE POLE, F&I, TYPE P-II SERVICE POLE EA 1 1 2

641-2-80 PRESTRESSED CONCRETE POLE, COMPLETE POLE REMOVAL- POLE 30' AND GREATER EA 2 2 4

646-1-11 ALUMINUM SIGNALS POLE, PEDESTAL EA 4 4 8

646-1-60 ALUMINUM SIGNALS POLE, REMOVE EA 4 4

649-21-1 STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL, SINGLE ARM 30' EA 1 1

649-21-3 STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL, SINGLE ARM 40' EA 1 1

649-21-8 STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL, DOUBLE ARM 50'-40' EA 1 1

649-21-12 STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL, DOUBLE ARM 60'-40' EA 1 1

649-21-23 STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL, DOUBLE ARM 78'-40' EA 1 1

650-1-34 VEHICULAR TRAFFIC SIGNAL, FURNISH & INSTALL POLYCARBONATE, 3 SECTION, 1 WAY AS 7 8 15

650-1-36 VEHICULAR TRAFFIC SIGNAL, FURNISH & INSTALL POLYCARBONATE, 4 SECTION, 1 WAY AS 2 2 4

650-1-38 VEHICULAR TRAFFIC SIGNAL, FURNISH & INSTALL POLYCARBONATE, 5 SECTION STRAIGHT, 1 WAY AS 1 1

653-1-11 PEDESTRIAN SIGNAL, F&I LED COUNT, 1 WAY AS 2 2

653-1-12 PEDESTRIAN SIGNAL, F&I LED COUNT, 2 WAY AS 2 4 6

654-2-21

ASSY- SINGLE DIRECTION

MIDBLOCK CROSSWALK: RECTANGULAR RAPID FLASHING BEACON, FURNISH & INSTALL- SOLAR, COMPLETE SIGN

AS 2 2 4

654-2-22

ASSEMBLY- BACK TO BACK

MIDBLOCK CROSSWALK: RECTANGULAR RAPID FLASHING BEACON, FURNISH & INSTALL- SOLAR, COMPLETE SIGN

AS 1 1 2

660-4-11 VEHICLE DETECTION SYSTEM- VIDEO, FURNISH & INSTALL CABINET EQUIPMENT EA 1 1 2

660-4-12 VEHICLE DETECTION SYSTEM- VIDEO, FURNISH & INSTALL ABOVE GROUND EQUIPMENT EA 2 2 4

665-1-11 PEDESTRIAN DETECTOR, FURNISH & INSTALL, STANDARD EA 6 8 14

670-5-160 TRAFFIC CONTROLLER ASSEMBLY, F&I, NEMA W/STANDARD LOCK AS 1 1 2

670-5-600 TRAFFIC CONTROLLER ASSEMBLY, REMOVE CONTROLLER WITH CABINET AS 1 1 2

682-1-173 ITS CCTV CAMERA, NON-PRESSURIZED, IP, HIGH DEFINITION EA 1 1 2

684-6-3 WIRELESS COMMUNICATION SYSTEM DEVICE, INSTALL EA 1 1 2

685-1-14 UNINTERRUPTIBLE POWER SUPPLY, FURNISH AND INSTALL, ONLINE/DOUBLE CONVERSION WITH CABINET EA 1 1 2

700-3-101 SIGN PANEL, FURNISH & INSTALL GROUND MOUNT, UP TO 12 SF EA 3 4 7

700-5-22 INTERNALLY ILLUMINATED SIGN, FURNISH & INSTALL, OVERHEAD MOUNT, 12-18 SF EA 4 4 8

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PROPOSED MIOVISION SMARTVIEW 360 CAMERA

C PROPOSED CCTV CAMERA

PROPOSED PULL BOX, 13" x 24" COVER SIZE

LEGEND

14. UTILITY INFORMATION

PROPOSED TRAFFIC SIGNAL CABINET

(850) 544-1400KYLE HILLUNITI FIBER

(850) 463-5176TOM MANNINGAT&T

(678) 836-5610RUSSELL RIBBLETTQUANTA

(850) 475-7465THOMAS BROYLESMCI

(757) 722-4285JOHN DALTONLUMEN

(404) 985-7121BJ MCCAYWINDSTREAM

(850) 516-8499STEPHEN HARRISFLORIDA POWER & LIGHT

(850) 595-3404JIM HAGONESCAMBIA COUNTY TRAFFIC

(850) 474-5309ANDREW BRISKEPENSACOLA ENERGY

(850) 969-5872JAMES VORPAHLECUA

(850) 368-2770CHRIS DEGRAAFCOX COMMUNICATION

TELEPHONE NUMBERSCONTACTCOMPANY

LOCATION OF PEDESTRAIN DETECTOR

CURRENTLY INSTALLED AND OPERATED AS PART OF ESCAMBIA COUNTY COMPUTERIZED TRAFFIC SIGNAL SYSTEM.

12. TRAFFIC SIGNAL EQUIPMENT AND MATERIALS SHOULD BE FULLY COMPATIBLE AND INTER-OPERABLE WITH THAT EQUIPMENT

APPROVED BY THE EOR AND COUNTY TRAFFIC ENGINEER OR THEIR DESIGNEE PRIOR TO BEGINNING WORK.

11. CONTRACTOR IS REQUIRED TO SUBMIT A LIST OF SIGNALIZATION EQUIPMENT WITH MODEL NUMBER TO BE

IS CONSIDERED INCIDENTAL TO WIRELESS COMMUNICATION DEVICE.

TO WIRELESS COMMUNICATION DEVICE INSTALLATION AND ONE DAY FOLLOWING INSTALLATION. COORDINATION

10. CONTRACTOR REQUIRED TO SCHEDULE A MEETING WITH MAINTAINING AGENCY AND MIOVISION 1-WEEK PRIOR

9. MAINTAIN MINIMUM CLEARANCES (PER OSHA) TO OVERHEAD POWER LINES DURING CONSTRUCTION.

TRAFFIC SIGNALIZATION WORK IS IN PROGRESS.

AS AN I.M.S.A. LEVEL I TRAFFIC SIGNAL TECHNICIAN SHALL BE PRESENT ON THE JOB SITE AT ALL TIMES THE

SUPERVISOR TO CORRECT ANY PROBLEM OR EMERGENCY THAT MAY ARISE. IN ADDITION, A TECHNICIAN CERTIFIED

THE TECHNICIAN SHALL REPORT TO THE JOB SITE WITHIN FOUR HOURS OF NOTIFICATION TO THE WORK SITE

INTERNATIONAL MUNICIPAL SIGNAL ORGANIZATION (IMSA) AS A LEVEL II, TRAFFIC SIGNALS TECHNICIAN.

COUNTY SHALL HAVE ALL WORK PERFORMED UNDER THE SUPERVISION OF A TECHNICIAN CERTIFIED BY THE

8. THE CONTRACTOR WHO IS ENGAGED IN INSTALLING OR MAINTAINING TRAFFIC SIGNALS WITHIN ESCAMBIA

LEFT-TO-RIGHT AS FOLLOWS: 122344566788 OR 123456782468

ASSOCIATIONS. ACCEPTABLE WIRING SCHEMES FOR THE TWELVE DETECTOR SLOTS SHALL BE FROM

CAPABLE OF 24 CHANNELS OF DETECTION AND CONSECUTIVELY LABELED ACCORDING TO NEMA PHASE

7. THE DETECTOR RACK WITH ASSOCIATED FIELD HOOK-UP PANELS(S) SHALL BE FULLY WIRED AND

6. PEDESTRIAN AND PUSH-BUTTON SIGNS FTP-68B-06, SHALL BE INCLUDED AS PART OF THE 665-SERIES PAY ITEM.

5. ALL NEW SECTIONS OF PEDESTRIAN SIGNAL HEADS SHALL BE LED-TYPE.

4. ALL PEDESTRIAN PHASES TO BE ACTUATED BY PUSH BUTTON.

3. HAND-DIG THE FIRST 4 FEET OF POLE FOUNDATIONS.

2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION.

NUMBER IS 1-800-432-4770 OR DIAL 811.

OF THE ACTUAL BEGINNING OF UNDERGROUND CONSTRUCTION ON THE JOB SITE. THE TELEPHONE

LIAISON EXCAVATORS ("SUNSHINE-I-CALL") SYSTEM AT LEAST TWO BUSINESS DAYS IN ADVANCE

1. THE CONTRACTOR SHALL NOTIFY ALL UTILITIES THROUGH THE UTILITY NOTIFICATION CENTER

PAYITEM NOTES

13. NEW PULLBOXES AND CONDUITS SHALL BE INSTALLED INSTEAD OF RE-USING EXISTING INFRASTRUCTURE

CURRENTLY INSTALLED AND OPERATED AS PART OF ESCAMBIA COUNTY COMPUTERIZED TRAFFIC SIGNAL SYSTEM.

12. TRAFFIC SIGNAL EQUIPMENT AND MATERIALS SHOULD BE FULLY COMPATIBLE AND INTER-OPERABLE WITH THAT EQUIPMENT

APPROVED BY THE EOR AND COUNTY TRAFFIC ENGINEER OR THEIR DESIGNEE PRIOR TO BEGINNING WORK.

11. CONTRACTOR IS REQUIRED TO SUBMIT A LIST OF SIGNALIZATION EQUIPMENT WITH MODEL NUMBER TO BE

IS CONSIDERED INCIDENTAL TO WIRELESS COMMUNICATION DEVICE.

TO WIRELESS COMMUNICATION DEVICE INSTALLATION AND ONE DAY FOLLOWING INSTALLATION. COORDINATION

10. CONTRACTOR REQUIRED TO SCHEDULE A MEETING WITH MAINTAINING AGENCY AND MIOVISION 1-WEEK PRIOR

9. MAINTAIN MINIMUM CLEARANCES (PER OSHA) TO OVERHEAD POWER LINES DURING CONSTRUCTION.

TRAFFIC SIGNALIZATION WORK IS IN PROGRESS.

AS AN I.M.S.A. LEVEL I TRAFFIC SIGNAL TECHNICIAN SHALL BE PRESENT ON THE JOB SITE AT ALL TIMES THE

SUPERVISOR TO CORRECT ANY PROBLEM OR EMERGENCY THAT MAY ARISE. IN ADDITION, A TECHNICIAN CERTIFIED

THE TECHNICIAN SHALL REPORT TO THE JOB SITE WITHIN FOUR HOURS OF NOTIFICATION TO THE WORK SITE

INTERNATIONAL MUNICIPAL SIGNAL ORGANIZATION (IMSA) AS A LEVEL II, TRAFFIC SIGNALS TECHNICIAN.

COUNTY SHALL HAVE ALL WORK PERFORMED UNDER THE SUPERVISION OF A TECHNICIAN CERTIFIED BY THE

8. THE CONTRACTOR WHO IS ENGAGED IN INSTALLING OR MAINTAINING TRAFFIC SIGNALS WITHIN ESCAMBIA

LEFT-TO-RIGHT AS FOLLOWS: 122344566788 OR 123456782468

ASSOCIATIONS. ACCEPTABLE WIRING SCHEMES FOR THE TWELVE DETECTOR SLOTS SHALL BE FROM

CAPABLE OF 24 CHANNELS OF DETECTION AND CONSECUTIVELY LABELED ACCORDING TO NEMA PHASE

7. THE DETECTOR RACK WITH ASSOCIATED FIELD HOOK-UP PANELS(S) SHALL BE FULLY WIRED AND

6. PEDESTRIAN AND PUSH-BUTTON SIGNS FTP-68B-06, SHALL BE INCLUDED AS PART OF THE 665-SERIES PAY ITEM.

5. ALL NEW SECTIONS OF PEDESTRIAN SIGNAL HEADS SHALL BE LED-TYPE.

4. ALL PEDESTRIAN PHASES TO BE ACTUATED BY PUSH BUTTON.

3. HAND-DIG THE FIRST 4 FEET OF POLE FOUNDATIONS.

2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION.

NUMBER IS 1-800-432-4770 OR DIAL 811.

OF THE ACTUAL BEGINNING OF UNDERGROUND CONSTRUCTION ON THE JOB SITE. THE TELEPHONE

LIAISON EXCAVATORS ("SUNSHINE-I-CALL") SYSTEM AT LEAST TWO BUSINESS DAYS IN ADVANCE

1. THE CONTRACTOR SHALL NOTIFY ALL UTILITIES THROUGH THE UTILITY NOTIFICATION CENTER

STREET NAME SIGNS SHALL BE MOUNTED TO THE MAST ARM WITH BRACKETS ON THE BACK AND SINGLE SIDED.

700-5-21, 700-5-22 SHALL BE TRANSPORTATION CONTROL SYSTEMS (TCS) ILLUMINATED STREET NAME SIGNS. ILLUMINATED

POWER SERVICE WITH SEPARATE PIGGY CABINET AND ICBM)

685-1-14: UNINTERRUPTIBLE POWER SUPPLY SHALL BE MYERS MP 2000E (UNINTERRUPTIBLE

684-6-3: WIRELESS COMMUNICATION DEVICE SHALL BE MIOVISION TRAFFICLINK

682-1-173: CCTV CAMERA SHALL BE AXIS Q6075-E PTZ NETWORK CAMERA

DAMAGE WILL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AT NO ADDITIONAL COST.

NOT DAMAGE SURROUNDING PULL BOXES, ELECTRICAL SERVICE DROP, AND OTHER SIGNAL EQUIPMENT. ANY

LIMITED TO, THE CONCRETE BASE/FOUNDATION. CARE SHALL BE TAKEN DURING SIGNAL CABINET REMOVAL TO

REPLACED BY ANOTHER PAY ITEM. THE FEATURES THAT SHALL BE ATTEMPTED TO BE REUSED ARE, BUT NOT

670-5-600: SHALL ONLY INCLUDE REMOVAL FEATURES THAT CAN NOT BE UTILIZED FOR THE NEW CABINET OR ARE BEING

BE ACHIEVED WITH CABINET DOOR OPEN.

CABINET ASSEMBLY. POSITION CONTROLLER CABINET SUCH THAT BEST POSSIBLE VIEW OF INTERSECTION MAY

GROUNDING INCLUDED AT ALL LOCATIONS PER FDOT SPECIFICTION. RISER SHALL MATCH THE CONTROLLER

& CONTROLLER SHALL BE MCCAIN ATC FLEX TS2 TYPE 2 NEMA CONTROLLER.

670-5-160: CABINET SHALL BE TRANSPORTATION CONTROL SYSTEMS (TCS) NEMA TS2 T2 SIZE 6 DOUBLE DOOR CABINET

(PART#BDL3CE-B-2H) WITH VISUAL INDICATION AND LATCHING PBCU CONTROLLER (PART #LPBCU2).

665-1-11: PEDESTRIAN DETECTORS SHALL BE POLARA BDL3 SERIES PEIZO FOR PEDESTRIAN PUSH BUTTON

FROM EOR OR DESIGNEE. CAMERA SHALL BE 30’ ABOVE GROUND PER MANUFACTURER RECOMMENDATION.

STANDARD PELCO TRITON MOUNT HARDWARE. CAMERA LOCATION MAY BE ADJUSTED WITH APPROVAL

HARDWARE AND CABLING IS CONSIDERED INCIDENTAL TO CAMERA(S). MOUNT ON MAST ARMS USING

AND OTHER SYSTEM COMPONENTS ARE CONSIDERED INCIDENTAL TO VIDEO PROCESSOR. MOUNTING

SMARTVIEW APPROACH CAMERA AS SHOWN IN PLANS. SUPPLEMENTAL INTERFACE HARDWARE, CABLING, HARDWARE WITH DETECTION PLUS PACKAGE (VEHICLES, CYCLISTS, AND PEDESTRIAN DETECTION) OR

660-4-11, 660-4-12: VIDEO DETECTION EQUIPMENT SHALL BE MIOVISION CORE DCM WITH SMARTVIEW 360 CAMERA

AND SOLAR ASSEMBLY WITH CABINET.

654-2-21 AND 654-2-22: ASSEMBLY SHALL BE CARMANAH R920-MX WITH OPTIONAL LED HIGHLIGHTED SIGN

ESCAMBIA COUNTY REQUIRES MOUNTED HORIZONTALLY WITH 2" RETROREFLECTIVE FLEXIBLE PELCO BACKPLATE.

650-1-34, 650-1-36 AND 650-1-38: McCAIN POLYCARBONATE WITH PELCO ASTRO BRAC GALAXY BRAC CLAMP KIT.

ELECTRICAL SERVICE DISCONNECT SHOULD BE A POLE TYPE MOUNT.

ESCAMBIA COUNTY WILL BE RESPONSIBLE FOR THE POWER BILL AFTER FINAL ACCEPTANCE.

AND SERVICE CONDUCTORS TO A PULL BOX SHOWN ON THE PLANS IN CLOSE PROXIMITY TO THE UTILITY POLE.

WORK TO BE ACCOMPLISHED BY THE POWER COMPANY INVOLVES DESCENT OF THEIR POLE WITH CONDUIT

-TO-UNDERGROUND UTILITY ADJUSTMENT WORK THAT MAY BE ASSESSED BY THE POWER COMPANY. THE

THE PAY ITEM FOR UNDERGROUND ELECTRICAL POWER SERVICE INCLUDES ANY COST FOR THE OVERHEAD

AND METER-SET FEES, AS REQUIRED. THE COST WILL BE INCINDENTAL TO THIS PAY ITEM.

CONNECT SERVICE TO THE NEW TRAFFIC CONTROLLER CABINET, AND PAY SERVICE PROCESSING FEES

THE CONTRACTOR IS TO CONTACT THE POWER COMPANY, COORDINATE POWER COMPANY WORK TO

OVERHEAD AND UNDERGROUND SERVICES.

ASSESSED BY THE POWER COMPANY OR LOCAL GOVERNMENT, WHENEVER APPLICABLE. THIS APPLIES TO

639-1-122: THIS PAY ITEM INCLUDES THE COST OF ANY PERMITS AND INITIAL CONNECTION FEES THAT MAY BE

AND PEDESTRIAN MOUNTING BRACKETS.

SIGNAL INSTALLATION: CONDUITS, PULL BOXES, MAST ARM UPRIGHTS, PEDESTRIAN PEDESTAL POLES

UNJACKETED INDIVIDUAL CONDUCTORS ARE ALLOWED WITHIN THESE COMPONENTS OF THE TRAFFIC

OF PEDESTRIAN PEDESTALS, OR STRUCTURE HAND HOLES FOR MAST ARM INSTALLATIONS. NO

CONTROLLER CABINET. SPLICE CABLE ONLY IN THE SIGNAL/PEDESTRIAN HEADS, TRANSFORMER BASES

632-7-1: INSTALL SIGNAL CABLE ONLY IN CONTINUOUS LENGTHS BETWEEN OVERHEAD SIGNAL HEADS AND THE

S E

R

S

W

IM

P

R O

V E

M E

N T P

R O J E

C T

O L

IV

E R

O A

D S

T R

E

I L E

T

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

N U

M B

E R

R E

V

IS

IO

N S

D R

A W

N B

Y

D A

T E

A P P

R O

V E

D B

Y

D A

T E

F

IE

L D B

O O

K P

A G

E S

D E

S

IG

N E

D B

Y

C H

E C

K E

D

B

Y

P R

O J E

C T M

A N

A G

E R

D

IS

T R

IC

T

SHEET

D

A T

E

M O

F F

A T

T N

IC

H O

L

E S

C A

M B

IA

C

O U

N T

Y F

L O

R

ID

A

K A

K A

J P

G

R E

E N

W O

O D B

L V

D S

U

IT

E

L

A K

E M

A R

Y F

L

T I

M E

M

IC

H A

E L S

E G

A R

S P

H O

N E N

U M

B E

R

(8 -3

E N

G

IN

E E

R O

F R

E C

O R

D

S E

C T

IO

N T

O W

N S

H

IP

R

A N

G E

R E

G F

L A E

N G

N O

K E

V

IN

A

B E

L

P H

A S

E

TJB

EJB

WATER

WATER

T

SEWER

GAS

TJB

EJB

WATER

WATER

WATER

TEL

SAN

SAN

WATER

SAN

192 193 194 195 196 197 198

N

1"

EXIST. R/W LINE

¡ CONST. OLIVE RD.

DRAINAGE EASEMENT

EXIST. R/W LINE

654-2-21 1 AS

654-2-21 1 AS

654-2-22 1 AS

TEL

WATER

WATER

W A T E R

W A T

SL-5WARNING: GAS MAIN IN THE VICINITY OF WORK

OLIVE ROAD AT WEST MID-BLOCK CROSSING

N A

L

IZ

A T

IO

N P

L

H T S

F O

R W

A R

N

IN

G

P U S

H B

U T T

O N

C A

U T

IO

N

C R

O S S W

IT

H

S T

O P

T R

A F F

IC

T

O

W A

IT

F

O R

L

IG

H T

S

F O

R W

A R

N

IN

G

P U

S H B

U T

T O

N

C A

U T

IO

N

C R

O S

S W

IT

H

S T

O P

T R

A F

F

IC

T

O

W A

IT

F

O R

TWA

TWA

N

1"

STA. 195+88, 21.3' LT

PROPOSED LED SIGN MODULE

STA. 195+71, 20.9' RT

PROPOSED LED SIGN MODULE

STA. 195+88, 0.0' LT

PROPOSED LED SIGN MODULE

S E

R

S

W

IM

P

R O

V E

M E

N T P

R O J E

C T

O L

IV

E R

O A

D S

T R

E

I L E

T

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

N U

M B

E R

R E

V

IS

IO

N S

D R

A W

N B

Y

D A

T E

A P P

R O

V E

D B

Y

D A

T E

F

IE

L D B

O O

K P

A G

E S

D E

S

IG

N E

D B

Y

C H

E C

K E

D

B

Y

P R

O J E

C T M

A N

A G

E R

D

IS

T R

IC

T

SHEET

D

A T

E

M O

F F

A T

T N

IC

H O

L

E S

C A

M B

IA

C

O U

N T

Y F

L O

R

ID

A

K A

K A

J P

G

R E

E N

W O

O D B

L V

D S

U

IT

E

L

A K

E M

A R

Y F

L

T I

M E

M

IC

H A

E L S

E G

A R

S P

H O

N E N

U M

B E

R

(8 -3

E N

G

IN

E E

R O

F R

E C

O R

D

S E

C T

IO

N T

O W

N S

H

IP

R

A N

G E

R E

G F

L A E

N G

N O

K E

V

IN

A

B E

L

TJB

TP

TP

TJB

WATER

WATER

T

TJB

WATER

EJB

D

TP

D

TJB

TJB

TJB

TJB

TP

TP

TP

TP

TJB

D

D

TP

TP

TJB

TJB

TJB

EJB

TP

WATER

WATER

WATER

WATER

WATER

WATER

TEL

GAS

200 201 202 203 204 205

N

1"

C O

D Y

L

N C

O D

Y

L

N

¡ CONST. OLIVE RD.

EXIST. R/W LINE

EXIST. R/W LINE

635-2-11

630-2-11

1 EA

10 LF - 2 RUNS (1 HV, 1 LV)

630-2-12

630-2-12

630-2-12

630-2-11

1 EA

630-2-11

1 EA

10 LF - 2 RUNS (1 HV, 1 LV)

10 LF - 2 RUNS (1 HV, 1 LV)

10 LF - 2 RUNS (1 HV, 1 LV)

(1 HV, 1 LV, 1 SPARE)

110 LF - 3 RUNS

PROP. R/W LINE

630-2-11

STA. 202+75.15, 28.9' RT

PEDESTRIAN SIGNAL POLE

646-1-11

646-1-11

646-1-11

EXISTING TRAFFIC CABINET (REPLACE)

660-4-11

1 AS

684-6-3 1 EA

670-5-160

632-7-1 1 PI

1 EA

REMOVAL ITEMS

670-5-600 1 EA

4 EA646-1-60

660-4-12

665-1-11

685-1-14 1 EA

665-1-11

630-2-11

630-2-11

2 EA 665-1-11

665-1-11 1 EA

(1 HV, 1 LV, 1 VIDEO, 1 SPARE)

80 LF - 4 RUNS

30 LF - 3 RUNS (1 HV, 1 LV, 1 VIDEO)

STA. 203+02, 37.2' LT

PEDESTRIAN SIGNAL POLE

646-1-11

2 EA

STA. 202+08, 28.9' RT

PEDESTRIAN SIGNAL POLE

STA. 202+06.4, 39.4' LT

PEDESTRIAN SIGNAL POLE

(1 HV, 1 LV, 1 VIDEO, 1 SPARE)

80 LF - 4 RUNS

630-2-11

4 4

43.00' (RT)

STA. 202+09.00

POLE LOCATION=

EL. 109.713

64.00' (LT)

STA. 202+80.00

EL. 110.484

630-2-11

PROP. R/W LINE

1 EA

649-21-121 EA

EXISTING STRAIN POLE TO BE REMOVED

660-4-12

649-21-23 1 EA

641-2-801 EA

1 EA641-2-80

1 EA

F

C

A E

F

A

C

13 EA

10 LF - 2 RUNS (1 HV, 1 VIDEO)

1 PI632-7-6

EXISTING PED POLE TO BE REMOVED

EXISTING PED POLE TO BE REMOVED

EXISTING PED POLE TO BE REMOVED

1 EA 682-1-173

15 LF - 4 RUNS (1 VIDEO, 1 CCTV, 1 HV, 1 LV)

15 LF - 3 RUNS (1 HV, 1 VIDEO, 1 CCTV)

POLE TO BE REMOVED

EXISTING STRAIN

TO BE REMOVED

EXISTING PED POLE

(SEE NOTE 4) 1 EA

1 EA (SEE NOTE 4)

639-2-1

1 EA

1 AS

641-2-12

30 LF

639-1-122

630-2-11 20 LF - 1 RUN (ELEC)

630-2-11 15 LF - 1 RUN (ELEC)

TH

TH

TEL

TH

WATER

W A T E R

WATERWATER

W A T E R

V D

Z -4

B

V D

Z -4

A

VDZ-2

VDZ-5VDZ-1

VDZ-6

V D

Z -8

C

V2

V1

SL-6

P2

P2

P6

P6

P4

P4

WARNING: GAS MAIN IN THE VICINITY OF WORK OLIVE ROAD AT CODY LANE

DETECTOR

VEHICLE DETECTION ZONES

DETECTION ZONE DETECTION TYPE

DIMENSIONS (WXL)

DETECTION ZONE

VIDEO 10' X 50'

N A

L

IZ

A T

IO

N P

L

COUNT-DOWN

PED. SIGNAL

1-SECT., 2-WAY

2 AS

653-1-12

PED. SIGNAL

COUNT-DOWN

1-SECT., 1-WAY

2 AS

653-1-11

P6P2

P2 P4

P4 P6

TWA

TWA

N

1"

2 EA

2' X 7'

2 EA

2' X 6'

A C

4 6 8 1 5 4

3-SECT., 1-WAY

7 AS

R Y G

650-1-34

5-SECT., 1-WAY

1 AS

G GYR Y

650-1-38

1 EA

2.5' X 3'

700-5-22 700-5-22

700-3-101

YIELD

LEFT TURN

ON GREEN

R10-12

ARROW

YELLOW

FLASHING

YIELD ON

LEFT TURN

2 EA

2.5' X 3'

700-3-101

F

R10-12A

4-SECT., 1-WAY

R FY GSY

2 AS

CAMERA 1

PHASE 4PHASE 1

PHASE 3

PHASE 2

PHASE 2

or

TF 1 TF 5

TF 2 TF 6

TF 3

PHASE 5

TF 3

1 5

2 6

MODIFIED S.O.P. 9

AS DIRECTED BY COUNTY ENGINEER.

TIMINGS ARE INITIAL AND MAY REQUIRE FIELD ADJUSTING

VIDEO 10' X 50'CAMERA 2

VDZ-2, VDZ-5, VDZ-4A, VDZ-4B

VDZ-1, VDZ-6, VDZ-8

650-1-36

ALL RED

YELLOW CLEARANCE

MAXIMUM GREEN 2

RECALL

PED. CLEARANCE

PEDESTRIAN WALK

MAXIMUM GREEN 1

MOVEMENT NUMBER

TIMING FUNCTION

CONTROLLER TIMINGS

T I

M I N

G

F

U N

C T I O

N EXTENSION

MINIMUM GREEN

4.0

2.0

4.0

2.0

3.7

2.0

2.0

3.7

6 7

3.7

2.0

4.0

35 15

2.1

14 14

Vehicles

Watch For

START CROSSING

If Started

Finish Crossing

DON'T START

To Finish Crossing

TIME REMAINING

DON'T CROSS

STEADY

TIMER

FLASHING

CODY LN

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

OLIVE RD

TO CROSS

PUSH BUTTON

FTP-68B-06 FTP-68B-06

G H

G

G

G

H

H

G

4. USE SPREAD FOOTER.

CENTER OF UPRIGHT.

IS THE EXISTING GROUND ELEVATION AT

3. ELEVATION SHOWN AT THE MAST ARM

2. EXISTING SOP TO REMAIN IN OPERATION.

LANE (MOVEMENTS 3,4,7, &8) (30 MPH).

AND THE MINOR STREET IS CODY

(MOVEMENTS 1,2,5 & 6) (35 MPH),

1. MAJOR STREET IS OLIVE ROAD

NOTES

S E

R

S

W

IM

P

R O

V E

M E

N T P

R O J E

C T

O L

IV

E R

O A

D S

T R

E

I L E

T

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

N U

M B

E R

R E

V

IS

IO

N S

D R

A W

N B

Y

D A

T E

A P P

R O

V E

D B

Y

D A

T E

F

IE

L D B

O O

K P

A G

E S

D E

S

IG

N E

D B

Y

C H

E C

K E

D

B

Y

P R

O J E

C T M

A N

A G

E R

D

IS

T R

IC

T

SHEET

D

A T

E

M O

F F

A T

T N

IC

H O

L

E S

C A

M B

IA

C

O U

N T

Y F

L O

R

ID

A

K A

K A

J P

G

R E

E N

W O

O D B

L V

D S

U

IT

E

L

A K

E M

A R

Y F

L

T I

M E

M

IC

H A

E L S

E G

A R

S P

H O

N E N

U M

B E

R

(8 -3

E N

G

IN

E E

R O

F R

E C

O R

D

S E

C T

IO

N T

O W

N S

H

IP

R

A N

G E

R E

G F

L A E

N G

N O

K E

V

IN

A

B E

L

WATER

GAS

EJB TJB TJB

WATER

WATER

WATER

TP

T

T

WATER

WATER

TP

TJB TJBEJB

WATER

WATER

WATER

WATER

WATER

WATER

WATER

WATER

TEL

TEL

GAS

GAS

213 214 215 216 217 218

N

1"

BRIARWOOD CONDOMINIUMS VALERO / TQ MINI MART

E L

E

S T

R E

C

CHURCH

COMMUNITY

GRACE

EXIST. R/W LINE

PROP. R/W LINE

EXIST. R/W LINE

¡ CONST. OLIVE RD.

654-2-21 1 AS

654-2-21 1 AS

654-2-22 1 AS

TEL

WATER

W A T E R

W A T

SL-7

WARNING: GAS MAIN IN THE VICINITY OF WORK

OLIVE ROAD AT EAST MID-BLOCK CROSSING

N A

L

IZ

A T

IO

N P

L

H T S

F O

R W

A R

N

IN

G

P U S

H B

U T T

O N

C A

U T

IO

N

C R

O S S W

IT

H

S T

O P

T R

A F F

IC

T

O

W A

IT

F

O R

L

IG

H T S

F O

R W

A R

N

IN

G

P U S

H B

U T T

O N

C A

U T

IO

N

C R

O S S W

IT

H

S T

O P

T R

A F F

IC

T

O

W A

IT

F

O R

L

IG

H T S

F O

R W

A R

N

IN

G

P U S

H B

U T T

O N

C A

U T

IO

N

C R

O S S W

IT

H

S T

O P

T R

A F F

IC

T

O

W A

IT

F

O R

L

IG

H T S

F O

R W

A R

N

IN

G

P U S

H B

U T T

O N

C A

U T

IO

N

C R

O S S W

IT

H

S T

O P

T R

A F F

IC

T

O

W A

IT

F

O R

TWA

TWA

N

1"

SEE NOTE 1

1. USE SPREAD FOOTER

NOTE

STA. 215+56, 21' LT

PROPOSED LED SIGN MODULE

STA. 215+53, 0' RT

PROPOSED LED SIGN MODULE

STA. 215+35, 21.6' RT

PROPOSED LED SIGN MODULE

S E

R

S

W

IM

P

R O

V E

M E

N T P

R O J E

C T

O L

IV

E R

O A

D S

T R

E

I L E

T

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

N U

M B

E R

R E

V

IS

IO

N S

D R

A W

N B

Y

D A

T E

A P P

R O

V E

D B

Y

D A

T E

F

IE

L D B

O O

K P

A G

E S

D E

S

IG

N E

D B

Y

C H

E C

K E

D

B

Y

P R

O J E

C T M

A N

A G

E R

D

IS

T R

IC

T

SHEET

D

A T

E

M O

F F

A T

T N

IC

H O

L

E S

C A

M B

IA

C

O U

N T

Y F

L O

R

ID

A

K A

K A

J P

G

R E

E N

W O

O D B

L V

D S

U

IT

E

L

A K

E M

A R

Y F

L

T I

M E

M

IC

H A

E L S

E G

A R

S P

H O

N E N

U M

B E

R

(8 -3

E N

G

IN

E E

R O

F R

E C

O R

D

S E

C T

IO

N T

O W

N S

H

IP

R

A N

G E

R E

G F

L A E

N G

N O

K E

V

IN

A

B E

L

WATER

WATER

WATER

TP

WATER

TJB

WATER

GASGAS

T

TJB

TP

WATER

WATER

WATER

T

TJB

TJB

TP

TPTJB

TJB

TJB

TJB

WATER

WATER

WATER

WATER

WATER

WATER

WATER

WATER

WATER

TEL

TEL

GASGASGAS

235 236 237 238 239 240

N

1"

TONY'S ORIENTAL MASSAGE

BLUE SKY CONVENIENCE STORE

CENTER

RETIREMENT

GRANDVIEW

U.S. LAWNS OF PENSACOLA

BOARDWALK GENERATOR SERVICE INC.

EXIST. R/W LINE

EXIST. R/W LINE

EXIST. R/W LINE

¡ CONST. OLIVE RD.

EXIST. R/W LINE

635-2-11

630-2-11

1 EA

630-2-11

1 EA

630-2-11

1 EA

630-2-11

1 EA

20 LF - 2 RUNS (1 HV, 1 LV)

630-2-12

630-2-12

(1 HV, 1 LV, 1 SPARE)

60 LF - 3 RUNS

630-2-12

2 EA

2 EA

2 EA

2 EA

10 LF - 2 RUNS (1 HV, 1 LV)

EXIST. R/W LINE

10 LF - 2 RUNS (1 HV, 1 LV)

10 LF - 2 RUNS (1 HV, 1 LV)

646-1-11

646-1-11

646-1-11

646-1-11

W H I T

M I

(REPLACE)

EXISTING CABINET

W H I T

M I

665-1-11

665-1-11

665-1-11

665-1-11

660-4-11

1 AS

684-6-3 1 EA

670-5-160

632-7-1 1 PI

1 EA

REMOVAL ITEMS

670-5-600 1 EA

685-1-14

1 EA

630-2-11 660-4-12

STA. 236+90, 29' RT

PEDESTRIAN SIGNAL POLE

STA. 237+81.5, 26' RT

PEDESTRIAN SIGNAL POLE

STA. 236+98, 25' LT

PEDESTRIAN SIGNAL POLE

8 8

4 4

57.00' (RT)

STA. 237+14.00

POLE LOCATION=

EL. 117.175

47.00' (LT)

STA. 237+14.00

EL. 118.196

28.10' (RT)

STA. 237+95.00

POLE LOCATION=

EL. 119.347

630-2-11

630-2-12

630-2-11

630-2-11

641-2-80

1 CCTV, 1 SPARE) 1 VIDEO,(1 HV, 1 LV,

100 LF - 5 RUNS

1 EA

649-21-8

1 EA 649-21-1

1 EA660-4-12

1 EA

EXISTING STRAIN POLE TO BE REMOVED

EXISTING STRAIN POLE TO BE REMOVED

1 EA 641-2-80

630-2-11

D

A

B

A

1 EA632-7-6

12 EA

10 LF - 1 RUN (HV)

75 LF - 2 RUN (1 HV, 1 SPARE)

1 EA

E

E

F F

1 EA682-1-173

STA. 238+16, 24.6' LT

PEDESTRIAN SIGNAL POLE

3 RUNS (1 VIDEO, 1 CCTV, 1 HV) - 25 LF

(1 HV, 1 LV, 1 VIDEO, 1 CCTV, 1 SPARE)

70 LF - 5 RUNS

10 LF - 4 RUNS (1 CCTV, 1 VIDEO, 1 HV, 1 LV)

10 LF - 1 RUN (HV)

10 LF - 1 RUN (HV)

649-21-3 1 EA

1 EA

639-2-1

641-2-12

639-1-122 1 AS

30 LF

630-2-11 15 LF - 1 RUN (ELEC)

630-2-11 15 LF - 1 RUN (ELEC)

TJB

TH

TH

TH

THTH

THTH

THTH

TEL

WATER

W A T E R

W A T E R

WATER

W A T E R

C

V D

Z -4

B

VDZ-2

VDZ-5VDZ-1

VDZ-6

V D

Z -8

B V

D Z -4

A

V D

Z -8

A

V2

V1

WARNING: GAS MAIN IN THE VICINITY OF WORK

OLIVE ROAD AT WHITMIRE DRIVE

P2

P2

P8

P8

P6 P6

P4

P4

DETECTOR

VEHICLE DETECTION ZONES

DETECTION ZONE DETECTION TYPE

DIMENSIONS (WXL)

DETECTION ZONE

VIDEO 10' X 50'

N A

L

IZ

A T

IO

N P

L

COUNT-DOWN

PED. SIGNAL

1-SECT., 2-WAY

4 AS

653-1-12

P2 P4

P6 P8

P4 P6

P2 P8

TWA

TWA

N

1"

2' X 7'

2 EA

2' X 9'

1 EA

A D

82 4 6

3-SECT., 1-WAY

8 AS

R Y G

650-1-34

700-5-22 700-5-22

4-SECT., 1-WAY

2 AS

R FY GSY

650-1-36

B

2' X 7'

1 EA

700-5-22

2 EA

2.5' X 3'

700-3-101

YIELD

LEFT TURN

ON GREEN

R10-12

CAMERA 1

ARROW

YELLOW

FLASHING

YIELD ON

LEFT TURN

2 EA

2.5' X 3'

700-3-101

F

R10-12A

4.0

2.1

4.0

2.7

TF 1 TF 2 TF 3

PHASE 3PHASE 1

PHASE 2

MODIFIED S.O.P. 2

1 5 2 6 4 8

ALL RED

YELLOW CLEARANCE

MAXIMUM GREEN 2

RECALL

PED. CLEARANCE

PEDESTRIAN WALK

MAXIMUM GREEN 1

MOVEMENT NUMBER

TIMING FUNCTION

CONTROLLER TIMINGS

T I

M I N

G

F

U N

C T I O

N EXTENSION

MINIMUM GREEN

4.0

2.1

3.4

2.0

3.5

2.0

3.4

3.5

6 7

55 10

11 21 15

CENTER OF UPRIGHT.

IS THE EXISTING GROUND ELEVATION AT

2. ELEVATION SHOWN AT THE MAST ARM

DRIVE (MOVEMENTS 3,4,7, &8) (25 MPH).

AND THE MINOR STREET IS WHITMIRE

(MOVEMENTS 1,2,5 & 6) (35 MPH),

1. MAJOR STREET IS OLIVE ROAD

NOTES

AS DIRECTED BY COUNTY ENGINEER.

TIMINGS ARE INITIAL AND MAY REQUIRE FIELD ADJUSTING

SL-8

VIDEO 10' X 50'CAMERA 2

VDZ-2, VDZ-5, VDZ-4A, VDZ-4B

VDZ-1, VDZ-6, VDZ-8A, VDZ-8B

Vehicles

Watch For

START CROSSING

If Started

Finish Crossing

DON'T START

To Finish Crossing

TIME REMAINING

DON'T CROSS

STEADY

TIMER

FLASHING

WHITMIRE DR

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

OLIVE RD

TO CROSS

PUSH BUTTON

FTP-68B-06 FTP-68B-06

G H

GG

GG

H H

S E

R

S

W

IM

P

R O

V E

M E

N T P

R O J E

C T

O L

IV

E R

O A

D S

T R

E

I L E

T

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

N U

M B

E R

R E

V

IS

IO

N S

D R

A W

N B

Y

D A

T E

A P P

R O

V E

D B

Y

D A

T E

F

IE

L D B

O O

K P

A G

E S

D E

S

IG

N E

D B

Y

C H

E C

K E

D

B

Y

P R

O J E

C T M

A N

A G

E R

D

IS

T R

IC

T

SHEET

D

A T

E

M O

F F

A T

T N

IC

H O

L

E S

C A

M B

IA

C

O U

N T

Y F

L O

R

ID

A

K A

K A

J P

G

R E

E N

W O

O D B

L V

D S

U

IT

E

L

A K

E M

A R

Y F

L

T I

M E

M

IC

H A

E L S

E G

A R

S P

H O

N E N

U M

B E

R

(8 -3

E N

G

IN

E E

R O

F R

E C

O R

D

S E

C T

IO

N T

O W

N S

H

IP

R

A N

G E

R E

G F

L A E

N G

N O

K E

V

IN

A

B E

L

GYRGYRGYRGYRGYR

AC

124 3

H1

(ARM M.H.)

HEIGHT

MOUNTING

ARM

TOP OF FOUNDATION ELEVATION

W1

SIGN A

W2

SIGN BSIGN C

W3

H3 H2

B

H4

D

SIGN D

W4

TOTAL ARM LENGTH

W5

S I G

N

E

E H5

LONGEST ARM FOR DOUBLE ARM POLE.

ARM NO. 1 - SINGLE ARM POLE OR

DIRECTION FROM ARM NO. 1.

TO BE MEASURED IN A COUNTER CLOCKWISE

ARM NO. 2 - DOUBLE ARM POLE ORIENTATION

S T

A N

D A

R D M

A S

T A

R M T

A B

U L

A T

IO

N

SL-9

* DENOTES NUMBER OF SECTIONS IN SIGNAL HEAD ASSEMBLY

** DENOTES FUTURE 5-SECTION SIGNAL HEAD ASSEMBLY

SIGNAL/CAMERA DATA SIGN / DETECTOR 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

ARMS

DUAL

N

BETWEE

ANGLE

WIDTH OF SIGN

DISTANCE FROM POLE / HEIGHT AND

COLOR

PAINT

1 * 2 * 3 * 4 * 5 * 6 * A H1 W1 B H2 W2

3 SL-6 202+09.00, 43.00' (RT) 110.30 1 110.90 N N H Y N 38.2 4 46.1 3 54.4 3 24.6 CAM 60 19.0 270 7.0 2 6 31.5 2.5 3

--- ----- -------------- ------- 2 110.27 N N H Y N 19.2 3 29.9 5 40

8.0 2 7 38.0 2.5 3

4 SL-6 202+80.00, 64.00' (LT) 111.06 1 111.60 N N H Y N 57.3 4 65.3 3 73.2 3 0.0 CCTV 38.7 CAM 78 19.0 270 7.0 2 6 50.0 2.5 3

--- ----- -------------- ------- 2 110.88 N N H Y N 20.0 3 32.0 3 40

8.0 2 7

5 SL-8 237+14.00, 57.00' (RT) 119.05 1 119.58 N N H Y N 10.6 3 22.8 **3 30 19.0 4.0 2 7 28.8 2.5 3

6 SL-8 237+14.00, 47.00' (LT) 118.74 1 120.50 N N H Y N 26.3 3 34.5 3 44.9 4 0.0 CCTV 20.1 CAM 50 20.0 90 6.0 2 9 39.4 2.5 3

2 119.40 N N H Y N 26.5 **3 35.2 3 40 7.5 2 7 20.5 2.5 3

7 SL-8 237+95.00, 28.10' (RT) 120.55 1 120.58 N N H Y N 11.4 3 19.4 3 27.4 4 15.4 CAM 40 19.0

4.0 2 7 33.4 2.5 3

--- ----- -------------- ------- 2

--- ----- -------------- ------- 2

--- ----- -------------- ------- 2

--- ----- -------------- ------- 2

--- ----- -------------- ------- 2

--- ----- -------------- ------- 2

--- ----- -------------- ------- 2

S E

R

S

W

IM

P

R O

V E

M E

N T P

R O J E

C T

O L

IV

E R

O A

D S

T R

E

I L E

T

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

N U

M B

E R

R E

V

IS

IO

N S

D R

A W

N B

Y

D A

T E

A P P

R O

V E

D B

Y

D A

T E

F

IE

L D B

O O

K P

A G

E S

D E

S

IG

N E

D B

Y

C H

E C

K E

D

B

Y

P R

O J E

C T M

A N

A G

E R

D

IS

T R

IC

T

SHEET

D

A T

E

M O

F F

A T

T N

IC

H O

L

E S

C A

M B

IA

C

O U

N T

Y F

L O

R

ID

A

K A

K A

J P

G

R E

E N

W O

O D B

L V

D S

U

IT

E

L

A K

E M

A R

Y F

L

T I

M E

M

IC

H A

E L S

E G

A R

S P

H O

N E N

U M

B E

R

(8 -3

E N

G

IN

E E

R O

F R

E C

O R

D

S E

C T

IO

N T

O W

N S

H

IP

R

A N

G E

R E

G F

L A E

N G

N O

K E

V

IN

A

B E

L

MAST ARM

EXISTING

PROPOSED POLE

CONDUIT SWEEP(S) FROM MAST ARM

SIGNAL CABINET

CONDUIT SWEEP(S) INTO TRAFFIC

WIRING HOOK

BE USED TO ROUTE CABLE

PULL BOXES AND CONDUIT TO

OF SIGNAL POLE TO CABINET

ROUTE CABLE THROUGH CENTER

NTS

MAST ARM INSTALLATION

SIGNAL CABINET

TRAFFIC

PROPOSED EQUIPMENT

LEGEND

ROUTED CABLE

NOTES:

OBSTRUCTIONS.

2. MAXIMIZE CLEAR LINE OF SIGHT FROM SURROUNDING

MANUFACTURER'S RECOMMENDATIONS.

4. MOUNTING HEIGHT AND POLE OFFSET SHALL MEET

BRACKETS AND ASSEMBLIES.

3. UTILIZE MANUFACTURER RECOMMENDED MOUNTING

MANUFACTURER'S RECOMMENDATIONS.

MOVEMENT COUNT CAMERA SHALL MEET

1. INSTALLATION PROCEDURES FOR INTERSECTION

NTS

INSET 'A'

INSET 'A'

IMC CAMERA

SL-10

M O

U N

T

IN

G D

E T

A

IL

S

MANUFACTURER'S RECOMMENDED HEIGHT

NAME SIGN

STREET

MATCH THE STRUCTURE'S EXISTING SURFACE FINISH.

EXPOSED BY DRILLING. THE SURFACE FINISH USED MUST

GALVANIZATION COATING TO ANY METAL SURFACES NEWLY

TO METAL SURFACES NEWLY EXPOSED BY DRILLING. APPLY

SURFACE COATINGS AND APPLY A NEW SURFACE COATING

5. AFTER DRILLING THE POLE, TOUCH-UP ANY DAMAGED

V-BOLT CLAMPS DRIP LOOP

CLAMP

BRACKET

BRACKET

MOUNTING

PIVOTAL

CABLE

DEVICE MOUNT

CAMERA

S E

R

S

W

IM

P

R O

V E

M E

N T P

R O J E

C T

O L

IV

E R

O A

D S

T R

E

I L E

T

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

N U

M B

E R

R E

V

IS

IO

N S

D R

A W

N B

Y

D A

T E

A P P

R O

V E

D B

Y

D A

T E

F

IE

L D B

O O

K P

A G

E S

D E

S

IG

N E

D B

Y

C H

E C

K E

D

B

Y

P R

O J E

C T M

A N

A G

E R

D

IS

T R

IC

T

SHEET

D

A T

E

M O

F F

A T

T N

IC

H O

L

E S

C A

M B

IA

C

O U

N T

Y F

L O

R

ID

A

K A

K A

J P

G

R E

E N

W O

O D B

L V

D S

U

IT

E

L

A K

E M

A R

Y F

L

T I

M E

M

IC

H A

E L S

E G

A R

S P

H O

N E N

U M

B E

R

(8 -3

E N

G

IN

E E

R O

F R

E C

O R

D

S E

C T

IO

N T

O W

N S

H

IP

R

A N

G E

R E

G F

L A E

N G

N O

K E

V

IN

A

B E

L

EM 2000

EM 2000

4.75" 74.5" 4.75"

7'-0"

.0

.9

EM 2000

9.45" 65.1" 9.45"

7'-0"

4.4" 63.2" 4.4"

6'-0"

6.4" 95.2" 6.4"

9'-0"

B 1

7'-0" 0" none

2'-0" 0"

White White

Green

W

8.5 h

5.3 i

1.6 t

4.2 m

8.8 i

1.6 r e

5.3

D

4.9 r

L

74.5

D 1

9'-0" 0" none

2'-0" 0"

White White

Green

W

10.6 h

6.6 i t

5.2 m i r e

6.6

D

8.1 r

L

95.2

C 2

6'-0" 0" none

2'-0" 0"

White White

Green

C

8.1 o

6.8 d

6.6 y

8.5

L

7.4 n

6.6

L

63.2

A 4

7'-0" 0" none

2'-0" 0"

White White

Green

O

8.4 l i v

7.7 e

6.6

R

8.1 d

6.6

L

65.1

EM 2000

NUMBER

OF POSTS

NUMBER

OF POSTS

NUMBER

OF POSTS

NUMBER

OF POSTS

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

SIGN

QTY

CLEARANCE COLUMN SIZE AVERAGE

LENGTH

Edge Of Lane

HEIGHT

PANEL

LEGEND

COLOR

RADII

WIDTH

BORDER

COLOR

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

G U

ID

E S

IG

N P

L A

SL-11

7. Design Wind Speed = 170 mph.

6. Work with Indexes 649-030 and 649-031.

pedestrian features.

instructions that include non-standard Handhole location, paint color, terminal compartment requirement, and

5. Work this sheet with the Sginal Designer's "Mast Arm Tabulation". See "Mast Arm Tabulation" for special minimum 5.0 foot diameter drilled shaft.

4. Poles P2 and larger require a minimum 4.5 foot diameter drilled shaft. Pole types P5 and larger require a

3. Arm mounting height UB must be between 18-22 feet.

pole tip and the pole height shortened from UA to UAA.

2. If an entry appears in column UAA, a shorter pole is required. This is obtained by removing length from the arm tip and the arm length shortened from FA to FAA. SAA Similar.

1. If an entry appears in column FAA, a shorter arm is required. This is obtained by removing length from the

NOTES [Notes Date 11-01-16]:

Average N-blowcount = 15

Soil Weight = 50 pcf

Soil Friction Angle = 30 deg

Soil Type: Cohesionless (Fine Sand)

2. Assumptions and values used in design:

1. Design based on borings taken and sealed by Mitchell L. Smith, PE.

FOUNDATION NOTES [Notes Date 01-01-12]:

T

A T

A B

A

N D

A R

D M

A S

T A

M

IM

P

R O

V E

M E

N T P

R O J E

C T

O L

IV

E R

O A

D S

T R

E

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

P

O R

L

D D

A c t iv e -0 -0

-0 s t r u c t

M a s t A r m s

D a t a

T a b le -P h I .d g n

U S

E R v c a p il la

N U

M B

E R

R E

V

IS

IO

N S

D R

A W

N B

Y

D A

T E

A P P

R O

V E

D B

Y

D A

T E

F

IE

L D B

O O

K P

A G

E S

D E

S

IG

N E

D B

Y

C H

E C

K E

D

B

Y

P R

O J E

C T M

A N

A G

E R

D

IS

T R

IC

T

SHEET

S

W

M O

F F

A T

T N

IC

H O

L

E S

C A

M B

IA

C

O U

N T

Y F

L O

R

ID

A

V C

V C

D F

G

R E

E N

W O

O D B

L V

D S

U

IT

E

L

A K

E M

A R

Y F

L

:0

:4

A

M

M

IC

H A

E L S

E G

A R

S P

H O

N E N

U M

B E

R

(8 -3

V A

N E

S S

A L

IM

A C

A P

IL

L A

E N

G

IN

E E

R O

F R

E C

O R

D

S E

C T

IO

N T

O W

N S

H

IP

R

A N

G E

R E

G F

L A E

N G

N O

(ft.)

UB

(ft.)

UAA

POLE

STANDARD MAST ARM ASSEMBLIES DATA TABLE

(deg)

LL

(deg)

UF

SECOND ARM

(ft.)

FAA

FIRST ARM

NUMBERS

ID

STRUCTURE

ID

SHAFT

DRILLED

ID

ARM

ID

ARM

DESIGNATION

ID

POLE

(ft.)

SAA

POLE 3

ELEVATION

FOUNDATION

TOP OF

Table Date 11-01-16

P6/D

POLE 4

POLE 5

POLE 6

POLE 7

A60/D-A40/D-P5/D

A78/D/H-A40/D-P6/D

A30/S-P1/S

A40/S-P2/S

A50/D-A40/D-P3/D

A40/S

A30/S

A60/D

A50/D

A40/D

A40/D

A40/D

22.0

23.0

22.0

22.0

22.0

19.0

19.0

19.0

20.0

19.0P2/S

P3/D

P1/S

P5/D 110.30

111.06

119.05

118.74

120.55

DS/18/5.0

DS/14/5.0

DS/14/5.0

A78/D/H

DS/16/5.0

DS/20/5.0

Standard Specification 455-15.4.

of the drilled shafts. Implement Temporary Casing Construction Method in accordance with FDOT

2. Very loose and/ or weak soils prone to sloughing or collapse were encountered within the depth

Specification 455-15.3.

increased rainfall. Implement Wet Construction Method in accordance with FDOT Standard

1. The subsurface conditions are conducive to perched groundwater during periods of normal and

CONSTRUCTION NOTES:

SL-12

200 205

MA-4

MA-3

¡ CONST. CR 290

C O

D Y

L

N

12 to 24

6 to 12

24 to 40

8 to 24

(BLOWS/FT.)

(BLOWS/FT.)

GREATER THAN 24

LESS THAN 3

GREATER THAN 40

LESS THAN 1

3 to 6

1 to 3

3 to 8

8 to 15

30 to 50

10 to 30

4 to 10

(BLOWS/FT.)

SPT N-VALUE

(BLOWS/FT.)

GREATER THAN 30

LESS THAN 4

GREATER THAN 50

LESS THAN 2

VERY LOOSE

HARD

VERY STIFF

STIFF

SILTS AND CLAYS

CONSISTENCY

FIRM

SOFT

VERY SOFT

LOOSE

DENSE

VERY DENSE

4 to 8

2 to 4

RELATIVE DENSITY

GRANULAR MATERIALS-

SAFETY HAMMER AUTOMATIC HAMMER

APPROXIMATE SPT BORING LOCATION

LEGEND

FIELD EXPLORATIONS

GROUNDWATER LEVEL ENCOUNTERED DURING

SPT N-VALUE

SPT N-VALUE SPT N-VALUE

15 to 30

ESTIMATED SEASONAL HIGH GROUNDWATER TABLE

MEDIUM DENSE

ORANGE SAND (SP)

(SP/SM OR SM/SP)

LIGHT BROWN, BROWN SLIGHTLY SILTY SAND

BROWN, GRAY, ORANGE SILTY SAND (SM)

GRAY CLAYEY SAND (SC)

GRAVEL

NORTH AMERICAN VERTICAL DATUM OF 1988

NATURAL MOISTURE CONTENT (%)

PERCENT PASSING #200 SIEVE

(UNLESS OTHERWISE NOTED).

SPT VALUE FOR 12 INCHES OF PENETRATION

NUMBERS TO THE LEFT OF BORINGS INDICATE

FOR CONFIRMATION OF VISUAL REVIEW.

AND LABORATORY TESTING ON SELECTED SAMPLES

GROUP SYMBOL AS DETERMINED BY VISUAL REVIEW

UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D 2487)

NAVD 88

NMC

-200

N

SP

ELEV.

CLIENT PROVIDED SURVEY

GROUND SURFACE ELEVATIONS ESTIMATED FROM

THE

OF

FIC

IAL

RE

COR

D O F T

HIS

SH

EET

IS

TH

E E

LEC

TRO

NIC

FI

LE

DIG

ITA

LLY

SI

GNE

D A

ND

SEA

LED

UN

DER

RU

LE

61G 15-

23.

, F .A.

C.

S

W

IM

P

R O

V E

M E

N T P

R O J E

C T

O L

IV

E R

O A

D S

T R

E

A W

N B

Y

D A

T E

F

IE

L D B

O O

K P

A G

E S

D E

S

IG

N E

D B

Y

C H

E C

K E

D

B

Y

P R

O J E

C T M

A N

A G

E R

D

IS

T R

IC

T

D

A T

E

T

IE

R R

A

IN

C

E S

C A

M B

IA

C

O U

N T

Y F

L O

R

ID

A

B G

B G1 S

O U

T H A S

T R

E E

T P

E N

S A

C O

L A F

L O

R

ID

A

M

IC

H A

E L S

E G

A R

S P

H O

N E N

U M

B E

R

(8 -8

E N

G

IN

E E

R O

F R

E C

O R

D

S E

C T

IO

N T

O W

N S

H

IP

R

A N

G E

R E

G F

L A E

N G

N O

M

IT

C H

E L

L L S

M

IT

H P .E

N

BOR # MA-3

STA. 202+83

REF.

OFF.

ELEV. 110.4

DATE 10/15/2025

DRILLER ADI

HAMMER SAFETY

RIG CME 45

N

BOR # MA-4

STA. 202+09

REF.

OFF.

ELEV. 109.7

DATE 10/15/2025

DRILLER ADI

HAMMER SAFETY

RIG CME 45

72' LT.43' RT.

ELEVATION 85.4 FT (NAVD 88)

BORING TERMINATED AT

ELEVATION 84.7 FT (NAVD 88)

BORING TERMINATED AT

LONGITUDE: W 87.23792

LATITUDE: N 30.51108

LONGITUDE: W 87.23816

LATITUDE: N 30.51077

E L E

V A

T I O

N

I N

F

E E

T

N

A V

D

) 115

E L E

V A

T I O

N

I N

F

E E

T

N

A V

D

SILTY SAND (SP/SM OR SM/SP)

LIGHT BROWN, BROWN SLIGHTLY

BROWN, GRAY, ORANGE SILTY SAND (SM)

SILTY SAND (SP/SM OR SM/SP)

LIGHT BROWN, BROWN SLIGHTLY

SAND WITH CLAY (SM)

BROWN, GRAY, ORANGE SILTY

SAND WITH PEA GRAVEL (SM)

BROWN, GRAY, ORANGE SILTY

SAND (SM)

BROWN, GRAY, ORANGE SILTY

SAND WITH PEA GRAVEL (SM)

BROWN, GRAY, ORANGE SILTY

SILTY SAND (SP/SM OR SM/SP)

LIGHT BROWN, BROWN SLIGHTLY

ORANGE SAND (SP)

NMC=3

-200=18

NMC=21

-200=9

NMC=13

-200=17

NMC=21

-200=6

¡ CONST. CR 290 ¡ CONST. CR 290

SIGNAL

Feet

100200

BORING LOCATION PLAN

P

O R

T O

F C

O R

E B

O R

IN

G S

S E

R

F I L E

T

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

N U

M B

E R

R E

V

IS

IO

N S

D A

T E

A P P

R O

V E

D B

Y

SHEET

T I

M E

SL-13

235 240

MA-6

MA-7

MA-5

¡ CONST. CR 290

W H I T

E M I

12 to 24

6 to 12

24 to 40

8 to 24

(BLOWS/FT.)

(BLOWS/FT.)

GREATER THAN 24

LESS THAN 3

GREATER THAN 40

LESS THAN 1

3 to 6

1 to 3

3 to 8

8 to 15

30 to 50

10 to 30

4 to 10

(BLOWS/FT.)

SPT N-VALUE

(BLOWS/FT.)

GREATER THAN 30

LESS THAN 4

GREATER THAN 50

LESS THAN 2

VERY LOOSE

HARD

VERY STIFF

STIFF

SILTS AND CLAYS

CONSISTENCY

FIRM

SOFT

VERY SOFT

LOOSE

DENSE

VERY DENSE

4 to 8

2 to 4

RELATIVE DENSITY

GRANULAR MATERIALS-

SAFETY HAMMER AUTOMATIC HAMMER

APPROXIMATE SPT BORING LOCATION

LEGEND

FIELD EXPLORATIONS

GROUNDWATER LEVEL ENCOUNTERED DURING

SPT N-VALUE

SPT N-VALUE SPT N-VALUE

15 to 30

ESTIMATED SEASONAL HIGH GROUNDWATER TABLE

MEDIUM DENSE

ORANGE SAND (SP)

(SP/SM OR SM/SP)

LIGHT BROWN, BROWN SLIGHTLY SILTY SAND

BROWN, GRAY, ORANGE SILTY SAND (SM)

GRAY CLAYEY SAND (SC)

GRAVEL

NORTH AMERICAN VERTICAL DATUM OF 1988

NATURAL MOISTURE CONTENT (%)

PERCENT PASSING #200 SIEVE

(UNLESS OTHERWISE NOTED).

SPT VALUE FOR 12 INCHES OF PENETRATION

NUMBERS TO THE LEFT OF BORINGS INDICATE

FOR CONFIRMATION OF VISUAL REVIEW.

AND LABORATORY TESTING ON SELECTED SAMPLES

GROUP SYMBOL AS DETERMINED BY VISUAL REVIEW

UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D 2487)

NAVD 88

NMC

-200

N

SP

ELEV.

CLIENT PROVIDED SURVEY

GROUND SURFACE ELEVATIONS ESTIMATED FROM

THE

OF

FIC

IAL

RE

COR

D O F T

HIS

SH

EET

IS

TH

E E

LEC

TRO

NIC

FI

LE

DIG

ITA

LLY

SI

GNE

D A

ND

SEA

LED

UN

DER

RU

LE

61G 15-

23.

, F .A.

C.

S

W

IM

P

R O

V E

M E

N T P

R O J E

C T

O L

IV

E R

O A

D S

T R

E

A W

N B

Y

D A

T E

F

IE

L D B

O O

K P

A G

E S

D E

S

IG

N E

D B

Y

C H

E C

K E

D

B

Y

P R

O J E

C T M

A N

A G

E R

D

IS

T R

IC

T

D

A T

E

T

IE

R R

A

IN

C

E S

C A

M B

IA

C

O U

N T

Y F

L O

R

ID

A

B G

B G1 S

O U

T H A S

T R

E E

T P

E N

S A

C O

L A F

L O

R

ID

A

M

IC

H A

E L S

E G

A R

S P

H O

N E N

U M

B E

R

(8 -8

E N

G

IN

E E

R O

F R

E C

O R

D

S E

C T

IO

N T

O W

N S

H

IP

R

A N

G E

R E

G F

L A E

N G

N O

M

IT

C H

E L

L L S

M

IT

H P .E

N

BOR # MA-5

STA. 237+12

REF.

OFF.

ELEV. 118.3

DATE 10/16/2025

DRILLER ADI

HAMMER AUTOMATIC

RIG CME 45

N

BOR # MA-6

STA. 236+97

REF.

OFF.

ELEV. 117.4

DATE 10/16/2025

DRILLER ADI

HAMMER AUTOMATIC

RIG CME 45

N

BOR # MA-7

STA. 238+08

REF.

OFF.

ELEV.

DATE 10/16/2025

DRILLER ADI

HAMMER AUTOMATIC

RIG CME 45

50' LT.56' RT. 28' RT.

ELEVATION 93.3 FT (NAVD 88)

BORING TERMINATED AT

ELEVATION 92.4 FT (NAVD 88)

BORING TERMINATED AT ELEVATION 94.0 FT (NAVD 88)

BORING TERMINATED AT

119.0

E L E

V A

T I O

N

I N

F

E E

T

N

A V

D

E L E

V A

T I O

N

I N

F

E E

T

N

A V

D

SILTY SAND (SP/SM OR SM/SP)

LIGHT BROWN, BROWN SLIGHTLY

SAND (SM)

BROWN, GRAY, ORANGE SILTY

SILTY SAND (SP/SM OR SM/SP)

LIGHT BROWN, BROWN SLIGHTLY

SHELL AND GRAVEL

SAND (SM)

BROWN, GRAY, ORANGE SILTY

SILTY SAND (SP/SM OR SM/SP)

LIGHT BROWN, BROWN SLIGHTLY

ORANGE SAND (SP)

SILTY SAND (SP/SM OR SM/SP)

LIGHT BROWN, BROWN SLIGHTLY

SILTY SAND (SP/SM OR SM/SP)

LIGHT BROWN, BROWN SLIGHTLY

ORANGE SAND (SP)

SAND (SM)

BROWN, GRAY, ORANGE SILTY

SAND (SM)

BROWN, GRAY, ORANGE SILTY

LONGITUDE: W 87.22704

LATITUDE: N 30.51079

LONGITUDE: W 87.22709

LATITUDE: N 30.51050 LONGITUDE: W 87.22674

LATITUDE: N 30.51057

NMC=7

-200=15

NMC=28

-200=9

NMC=14

-200=19

NMC=18

-200=8

NMC=22

-200=4

NMC=9

-200=11

NMC=17

-200=11

¡ CONST. CR 290 ¡ CONST. CR 290 ¡ CONST. CR 290

SIGNAL

Feet

100200

BORING LOCATION PLAN

P

O R

T O

F C

O R

E B

O R

IN

G S

S E

R

F I L E

T

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

N U

M B

E R

R E

V

IS

IO

N S

D A

T E

A P P

R O

V E

D B

Y

SHEET

T I

M E

SL-14