[J]_2025.02.10_Collins_Signals_S&S_7-2-25.pdf

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PROJECT LOCATION

SITE LOCATION MAP

COLLINS STREET COMPLETE STREET DESIGN

CITY OF PLANT CITY

PALM

EXPRESSWAY

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PENSACOLA FORT WALTON

BEACH

PANAMA

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CHIPLEY

TALLAHASSEE

JACKSONVILLE

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OCALA DAYTONA BEACH

DELAND

NEW PORT RICHEY

TAMPA

LAKELAND

MELBOURNE -

COCOA

ORLANDO

BARTOWST PETERSBURG

SARASOTA -

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FT PIERCE

FT MYERS

WEST

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FT LAUDERDALE

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Midway

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Trapnell Rd.

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SIGNALIZATION PLANS

INDEX OF SIGNALIZATION PLANS

ENGINEER OF RECORD:

SIGNALIZATION PLANS

T-1

GOVERNING STANDARD SPECIFICATIONS:

http://www.fdot.gov/design/standardplans

Bridge Construction and applicable Interim Revisions (IRs) at the following website:

Florida Department of Transportation, FY2024-25 Standard Plans for Road and

GOVERNING DESIGN STANDARDS:

REGISTRY NO.: 35106

PHONE (813) 620-1460

TAMPA, FLORIDA 33602

201 NORTH FRANKLIN STREET, SUITE 1400

CONSULTING ENGINEERS AND PLANNERS

KIMLEY-HORN AND ASSOCIATES, INC.

PLANS PREPARED BY:

FPID: 441502-1-54-01

PHASE I

FDOT STANDARD PLANS

REPORT OF CORE BORINGS

MAST ARM FOUNDATION CROSS SECTIONS

SUE DATA SHEET

WIRING COLOR CODE

GUIDESIGN WORK SHEET

SPECIAL MAST ARM ASSEMBLIES DATA TABLE

STANDARD MAST ARM ASSEMBLIES DATA TABLE

MAST ARM TABULATION SHEET

SIGNALIZATION PLAN

GENERAL NOTES

TABULATION OF QUANTITIES

SIGNATURE SHEET

KEY SHEET

SHEET DESCRIPTION

G-1

T-12

T-11

T-10

T-9

T-8

T-7

T-6

T-5

T-4

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T-2

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SHEET NO.

NO.

SHEET

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F

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

Florida Department of Transportation, FY2024-25 Standard Specifications

(813) 620-1460

TAMPA, FL. 33602

201 NORTH FRANKLIN STREET, SUITE 1400

KIMLEY-HORN AND ASSOCIATES

JOHN R. SEALS, P.E. NO.: 51505

FINAL PLANS

FEBRUARY 10, 2025

FRANK COUGHENOUR, P.E.PLANT CITY PROJECT MANAGER:

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CITY OF COUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEET

COLLINS STREET

COMPLETE STREET DESIGN

PLANT CITY HILLSBOROUGH

201 NORTH FRANKLIN STREET, SUITE 1400

TAMPA, FL 33602

JOHN R. SEALS, P.E.

P.E. LICENSE NUMBER 51505

KIMLEY-HORN AND ASSOCIATES

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F .A .C

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

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

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

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

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

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

T-2

SIGNATURE SHEET

JOHN R. SEALS, P.E. NO.: 51505

(813) 627-1460

TAMPA, FL 33602

201 N FRANKLIN STREET, SUITE 1400

KIMLEY-HORN AND ASSOCIATES, INC.

JOSEPH A. ROBERTS JR., P.E. NO. 78547

ORLANDO, FLORIDA 32801

189 S ORANGE AVE. SUITE 1000,

KIMLEY-HORN AND ASSOCIATES, INC.

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

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

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

STATE OF

R E

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NI

G

NE LANOI

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F O

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No. 28202

STATE OF

No. 51505

R E

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NE LANOI

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DIROL

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AES .R NH

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STATE OF

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F O

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ESNECI

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A

DIROL

RJ

ST

REBOR .A HP

E

S OJ No. 78547

G-1

T-2

SHEET NO.

REPORT OF CORE BORINGS

SIGNATURE SHEET

SHEET DESCRIPTION

STEPHEN CHARLES KNAUSS, P.E. NO. 28202

TAMPA, FLORIDA 33634

5463 W WATERS AVE, SUITE 830,

TERRACON

T-8

T-7

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SHEET NO.

SPECIAL MAST ARM ASSEMBLIES DATA TABLE

STANDARD MAST ARM ASSEMBLIES DATA TABLE

SIGNATURE SHEET

SHEET DESCRIPTION

SIGNALIZATION PLANS SIGNALIZATION PLANS

MAST ARM FOUNDATION CROSS SECTIONS

SUE DATA SHEET

WIRING COLOR CODE

GUIDESIGN WORKSHEET

MAST ARM TABULATION SHEET

SIGNALIZATION PLAN

GENERAL NOTES

TABULATION OF QUANTITIES

SIGNATURE SHEET

KEY SHEET

SHEET DESCRIPTION

T-12

T-11

T-10

T-9

T-6

T-5

T-4

T-3

T-2

T-1

SHEET NO.

GEOTECHNICAL PLANS

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REVISIONS

DATE DESCRIPTION

PLANT CITY HILLSBOROUGH

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TABULATION OF QUANTITIES

T-3

TABULATION OF QUANTITIES

NO.

ITEM

PAY

DESCRIPTION UNIT

SHEET NUMBERS

SHEET

THIS

TOTAL

TOTAL

GRAND

T-4

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

630-2-11 CONDUIT, FURNISH & INSTALL, OPEN TRENCH LF 20 20 20

630-2-12 CONDUIT, FURNISH & INSTALL, DIRECTIONAL BORE LF 440 440 440

630-2-14 CONDUIT, FURNISH & INSTALL, ABOVE GROUND LF 10 10 10

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

633-1-420 FIBER OPTIC CABLE, RELOCATE, UNDERGROUND LF 150 150 150

633-3-11 FIBER OPTIC CONNECTION HARDWARE, F&I, SPLICE ENCLOSURE EA 1 1 1

633-3-12 FIBER OPTIC CONNECTION HARDWARE, F&I, SPLICE TRAY EA 1 1 1

633-3-14 FIBER OPTIC CONNECTION HARDWARE, F&I, BUFFER TUBE FAN OUT KIT EA 1 1 1

633-3-15 FIBER OPTIC CONNECTION HARDWARE, F&I, PRETERMINATED PATCH PANEL EA 1 1 1

635-2-12 PULL & SPLICE BOX, F&I, 24" X 36" COVER SIZE EA 2 2 2

635-2-14 PULL & SPLICE BOX, F&I, 17" X 30" COVER SIZE EA 10 10 10

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

639-2-1 ELECTRICAL SERVICE WIRE, FURNISH & INSTALL LF 70 70 70

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

641-2-70 PRESTRESSED CONCRETE POLE, SHALLOW POLE REMOVAL- POLE 30' AND GREATER EA 4 4 4

646-1-11 ALUMINUM SIGNALS POLE, PEDESTAL EA 2 2 2

646-1-12 ALUMINUM SIGNALS POLE, FURNISH & INSTALL PEDESTRIAN DETECTOR POST EA 4 4 4

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

649-21-4 STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL, DOUBLE ARM 40'-30' EA 1 1 1

649-21-5 STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL, DOUBLE ARM 40'-40' EA 1 1 1

650-1-14 VEHICULAR TRAFFIC SIGNAL, FURNISH & INSTALL ALUMINUM, 3 SECTION, 1 WAY AS 8 8 8

650-1-16 VEHICULAR TRAFFIC SIGNAL, FURNISH & INSTALL ALUMINUM, 4 SECTION, 1 WAY AS 2 2 2

653-1-11 PEDESTRIAN SIGNAL, FURNISH & INSTALL LED COUNTDOWN, 1 WAY AS 6 6 6

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

660-4-12 VEHICLE DETECTION SYSTEM- VIDEO, FURNISH & INSTALL, ABOVE GROUND EQUIPMENT EA 1 1 1

663-1-122 SIGNAL PRIORITY AND PREEMPTION SYSTEM, FURNISH AND INSTALL, GPS, DETECTOR EA 4 4 4

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

670-5-112 TRAFFIC CONTROLLER ASSEMBLY, F&I, NEMA, 2 PREEMPTION AS 1 1 1

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

682-1-113 ITS CCTV CAMERA, F&I, DOME PTZ ENCLOSURE - PRESSURIZED, IP, HIGH DEFINITION EA 1 1 1

684-1-1 MANAGED FIELD ETHERNET SWITCH, FURNISH & INSTALL EA 1 1 1

685-1-11 UNINTERRUPTIBLE POWER SUPPLY, FURNISH AND INSTALL, LINE INTERACTIVE EA 1 1 1

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

715-5-30 LUMINAIRE & BRACKET ARM, INSTALL EA 2 2 2

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REVISIONS

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GENERAL NOTES

GENERAL NOTES

CLEARING AND GRUBBING.

REMOVAL OF EXISTING PULL BOXES SHALL BE INCLUDED IN THE COST OF 6.

INCLUDED IN RELATED PAY ITEMS.

THE CITY OF PLANT CITY SIGNAL SHOP IN EXISTING CONDITION, COST TO BE

UNLESS OTHERWISE NOTED, ALL REMOVED EQUIPMENT SHALL BE TURNED OVER TO 5.

CABLE, FIBERGLASS INSULATORS, AND/OR SIGNAL POLES.

LIMITED TO, THE INSTALLATION OF INTERNALLY ILLUMINATED SIGNS, SIGNAL

NECCESARY WORK UNDER POWER LINES. SUCH WORK SHALL INCLUDE, BUT NOT BE

CONTACT LOCATL POWER COMPANY FOR THEIR ASSISTANCE IN PERFORMING ALL 4.

TIMINGS.

48 HOURS IN ADVANCE FOR THE IMPLEMENTATION OF APPROPRIATE SIGNAL

CONTACT CITY OF PLANT CITY TRAFFIC OPERATIONS AT (813) 707-7200 AT LEAST

NEW SIGNAL INSTALLATIONS, DIFFERENT PAVEMENT CONFIGURATIONS ETC.),

PRIOR TO ALL TRAFFIC SIGNAL CHANGES (IE. MAINTENANCE OF TRAFFIC CHANGES, 3.

EMAIL: FBAXTER@PLANTCITYGOV.COM

PHONE: (813) 707-7200

CITY OF PLANT CITY TRAFFIC OPERATIONS

TRAFFIC OPERATIONS MANAGER

A) MR. FRED BAXTER

SIGNAL CONTRACTOR SHALL CONTACT:

ONE WEEK PRIOR TO THE START OF THE TRAFFIC SIGNAL MODIFICATION THE 2.

UTILITIES.

DIGGING, THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS OF ALL

THE LOCATIONS OF UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE. PRIOR TO 1.

PAY ITEM NOTES

TRAFFIC SIGNAL EQUIPMENT REQUIREMENTS

-ITS EXPRESS 8042 CABINET SWITCH

-GRIDSMART G52 PROCESSOR

-GRIDSMART SMARTMOUNT BELL GS-3-SMK

-TRAFFICWARE MMU SMART MONITOR LCD WITH ETHERNET

-POLARA iNX MID-BLOCK CROSSING PUSH BUTTON STATION FLORIDA DOT VERSION

-CUBIC GRIDSMART VIDEO DETECTION WITH GS2 PROCESSOR

-ALPHACELL GXL BATTERIES

-APC 1300W DOUBLE CONVERTER UPS

-CUBIC/TRAFFICWARE COMMANDER ATC CONTROLLER

OPERATIONS MANAGER.

EQUIVALENT SUBSTITUTION MUST BE APPROVED BY CITY OF PLANT CITY TRAFFIC

THE FOLLOWING TRAFFIC SIGNAL SYSTEM COMPONENTS ARE APPROVED FOR USE. ANY

STREET LIGHT TO BE PLACED ON SEPARATE SERVICE BREAKER.

R45K WHNR)

AMERICAN ELECTRIC LIGHTING AUTOBAHN SERIES ATB2 (ATB2 40BLEDE15 MVOLT

LUMINAIRE:

ATTACHED TO MAST ARM POLE.

715-5-30: FURNISH AND INSTALL LUMINAIRE AND BRACKET ARM (ALUMINUM) 14.

700-5-22: SHALL BE BRITELITE L.E.D. EDGE LIT STREET NAME SIGN.13.

ACID BATTERY.

AND 12 FT BATTERY CABLE MODULE WITH ALPHACELL GXL VALVE REGULATED LEAD

UPS SHALL BE TYPE APC 1300W DOUBLE CONVERTER WITH SERVICE BYPASS UNIT

MAINTAINING AGENCY.

SHALL BE OF THE SAME MAKE AND MODEL AS IS CURRENTLY BEING USED BY THE

WITH DISTRICT SEVEN TRAFFIC OPERATIONS FOR SPECIFICATIONS. THE UPS UNIT

CONTROLLER ASSEMBLY PAY ITEM NUMBER. THE CONTRACTOR SHALL COORDINATE

BASE, INCLUDED LABOR AND MATERIAL, SHALL BE INCLUDED IN THE TRAFFIC

SIGNAL CABINET AND THE UPS CABINET. PAYMENT FOR ADDITIONAL CONCRETE

CABINET CONCRETE BASE SHALL BE LARGE ENOUGH TO SUPPORT THE TRAFFIC

INCLUDE THE CABINET TO HOUSE THE UPS ASSEMBLY. THE TRAFFIC SIGNAL

CONTROL EQUIPMENT. IF A SEPARATE CABINET IS REQUIRED THIS PAY ITEM SHALL

DESIGNED TO HOUSE THE UPS ASSEMBLY IN ADDITION TO THE TRAFFIC SIGNAL

SEPARATE ENCLOSED CABINET OR IN A TRAFFIC SIGNAL CABINET WHICH IS

685-1-1: THE UNITERRUPTED POWER SUPPLY (UPS) UNIT SHALL BE HOUSED IN A 12.

684-1-1: SHALL BE ITS EXPRESS 8042.11.

VG5-ITS1080P-30X4.

682-1-113: SHALL BE BOSCH AUTODOME VG5-ITS720P-30X4 OR BOSCH AUTODOME 10.

T-4

SPECIFICATIONS.

COORDINATE WITH THE CITY OF PLANT CITY TRAFFIC OPERATIONS FOR CABINET

TRAFFICWARE SMART MONITOR LCD WITH ETHERNET. THE CONTRACTOR SHALL

THE CONTROLLER SHALL BE TRAFFICWARE COMMANDER ATC CONTROLLER WITH

EVENT THE LOSS OF TELEMETRY COMMUNICATIONS OCCURS.

CONTROLLER EQUIPMENT SHALL FALL BACK TO TIME BASED COORDINATION IN THE

OPERATING ON THE TRAFFIC SIGNAL COMPUTER SYSTEM. CABINET CIRCUITRY AND

FUNCTIONALLY COMPATIBLE WITH THE SYSTEM EQUIPMENT AND SOFTWARD NOW

TRANSCEIVER, ALL INTERACE FANELS, CONTROLLER EQUIPMENT, AND SHALL BE

CUTTING AND ANY DISMANTLING OF THE OLD CABINET. SHALL INCLUDE TELEMETRY

VIDEO DETECTION SYSTEM SHALL BE UP AND OPERATIONAL PRIOR TO ANY LOOP

CHOICES OF TRAFFIC CONTROLLER CABINET. THE NEW CABINET AND ALL NEW

COORDINATE WITH THE CITY OF PLANT CITY SIGNAL SHOP FOR ACCEPTABLE

CONTROLLER BASE, PAD, AND STEPS, AS ONE UNIT. THE CONTRACTOR SHALL

INCLUDE ADDITIONAL COST OF LABOR, CONCRETE, AND OTHER MATERIALS FOR

BACKPLANE WITH A MINIMUM OF 16 POSITIONS ON THE LOAD BAY AND SHALL

OF THE CONCRETE PAD. THE CABINET SHALL INCLUDE AN EIGHT PHASE

TRAFFIC. TECHNICIAN SERVICE SLAB SHALL BE A MAXIMUM OF 4" BELOW THE TOP

CONTROLLER CABINET ASSEMBLY. CABINET DOOR SHOULD OPEN AWAY FROM

(VIA EMAIL) AT LEAST 48 HOURS IN ADVANCE OF TURNING ON A NEW OR MODIFIED

670-5-112: THE CONTRACTOR SHALL NOTIFY THE CITY OF PLANT CITY SIGNAL SHOP 9.

TYPE BUTTONS WITH VISIAL CONFIRMATION LIGHT AND EMBOSSED ARROW.

ANY LOOP WIRES. PEDESTIRAN DETECTOR BUTTONS SHALL BE PIEZO ELECTRIC

UTILIZING LOW VOLTAGES CONDUIT AND PULL BOXES THAT WILL BE SHARED WITH

665-1-11: ALL PEDESTRIAN DETECTORS SHALL BE WIRED USING SEPERATE CABLE 8.

& PRIORITY FIELD MONITORING UNIT.

663-1-12X: SHALL BE APPLIED INFORMATION AI-500-085 SERIES GLANCE PREEMPT 7.

USING GRIDSMART SMARTMOUNT BELL.

EQUIPPED WITH THE GRIDSMART GS2 PROCESSOR. CAMERA SHALL BE MOUNTED

SEALED. VIDEO DETECTION SYSTEM SHALL BE GRIDSMART VIDEO DETECTOR

UNIT ACCEPTANCE. THE CONNECTOR ON THE CAMERAS SHALL BE TAPED AND

SYSTEM. THE CONTRACTOR SHALL COORDINATE WITH MAINTAINING AGENCY FOR

PLANT CITY CONTROLLER EQUIPMENT, CABINET, AND TRAFFIC SIGNAL COMPUTER

660-4-1X: VIDEO DETECTION SYSTEM SHALL BE COMPATIBLE WITH THE CITY OF 6.

OVERLAY/FILLED/FILLED HAND AND PEDESTRIAN SYMBOLS.

653-1-11: PEDESTRIAN SIGNAL SHALL BE COUNTDOWN WITH 5.

RETROREFLECTIVE BORDER. ALL SIGNAL HEADS SHALL INCLUDE TUNNEL VISORS.

650-1-1X: ALL SIGNAL HEADS SHALL HAVE BACKPLATES WITH YELLOW 4.

SHALL BE GROUNDED AT THE TRANSFORMER BASE.

646-1-11: ALUMINUM PEDESTALS SHALL BE MOUNTED ON TRANSFORMER BASE AND 3.

TRAFFIC SIGNAL CABINET TO THE RAILROAD CABINET.

NEUTRAL PER APPROACH. INCLUDE RAILROAD PREEMPTION CABLE FROM THE

WITH THAT COLOR CODE AND F.D.O.T. SPECIFICATIONS. THERE SHALL BE ONE

CITY SIGNAL SHOP BEFORE ORDERING AND WIRE THE SIGNAL IN ACCORDANCE

CODES FOR SIGNAL CABLE AND INTERCONNECT CABLE WITH THE CITY OF PLANT

PROTECTED OR PERMISSIVE MOVEMENTS. THE CONTRACTOR SHALL VERIFY COLOR

TURN MOVEMENT WHICH SHALL HAVE CONDUCTORS AVAILABLE FOR EITHER

THE CONTROLLER AS A SEPERATE PHASE/MOVEMENT. THIS INCLUDES THE LEFT

632-7-1: EACH PHASE/MOVEMENT SHALL BE WIRED FROM THE SIGNAL DISPLAY TO 2.

HDPE

630-2-1X: CONDUITS INSTALLED WITH DIRECTIONAL BORE METHOD SHALL BE 1.

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WATER

WATER

SAN

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SAN

WATER

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CONTROLLER NOTES

V

LEGEND:

10 40

Feet

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4-SECT., 1-WAY

2 AS

650-1-16

3-SECT., 1-WAY

8 AS

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650-1-14

SIGNAL DISPLAY DETAIL PEDESTRIAN DISPLAY DETAILS

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

R10-3E R10-3E

1 EA

630-2-11 10 LF

STA. 517+35.6

31.8' RT.

A

660-4-12 1 EA

MAST ARM

630-2-12

665-1-11 1 EA

10 LF

646-1-12 1 EA

630-2-12

665-1-11 1 EA

15 LF

646-1-12 1 EA

630-2-12

665-1-11 1 EA

15 LF

646-1-11 1 EA

630-2-12 20 LF

635-2-14 2 EA

630-2-12

665-1-11 1 EA

25 LF

646-1-11 1 EA

635-2-14 2 EA

649-21-4

649-21-51 EA

630-2-1110 LF

STA. 516+88.4

31.0' LT.

BMAST ARM

635-2-142 EA

2 EA 663-1-122

2 EA663-1-122

1 EA715-5-30

1 EA 715-5-30

682-1-1131 EA

630-2-12

665-1-111 EA

25 LF

646-1-121 EA

630-2-12

665-1-111 EA

15 LF

646-1-121 EA

10 LF 630-2-12

632-7-11 PI

635-2-143 EA

1 EA

685-1-111 EA

1 AS 670-5-112

1 EA 684-1-1

80 LF630-2-12

3 RUNS @ 80 FT

50 LF630-2-12

3 RUNS @ 50 FT

50 LF 630-2-12

3 RUNS @ 50 FT

663-1-111 EA

635-2-121 EA

ALABAMA ST.

C O

L L I N

S

S

T

PROPOSED R/W

PROPOSED R/W

EXISTING R/W

EXISTING R/W

A

A

B

B

P8

P4

P6

P2

REMAIN

EXISTING TO

PED. SIGNAL

P8

P6

P6

P4

PED. SIGNAL

COUNT-DOWN

1-SECT., 1-WAY

6 AS

653-1-11

REMOVAL ITEMS:

641-2-70

646-1-60

4 EA

4 EA

T-5

SIGNLIZATION PLAN

2 RUNS @ 20 FT

PEDESTRAIN PEDESTAL

TIE TO EXISTING

660-4-111 EA

633-3-141 EA

633-3-151 EA

639-2-1

EXISTING R/W

RELOCATED

TO BE

RECCOMENDED

EXISTING POLE

1 AS 670-5-600

OVERHEAD STREET NAME SIGN DETAILS

INTERNALLY ILLUMINATED

A

700-5-22 2 EA

FREE-SWINGING

DOUBLE-SIDED

B

700-5-22 2 EA

FREE-SWINGING

DOUBLE-SIDED

EASTBOUND DIRECTION

WESTBOUND DIRECTION SOUTHBOUND DIRECTION

NORTHBOUND DIRECTION

(1) SPARE

(1) LOW VOLTAGE

(1) HIGH VOLTAGE

(1) SPARE

(1) LOW VOLTAGE

(1) HIGH VOLTAGE

(1) SPARE

(1) LOW VOLTAGE

(1) HIGH VOLTAGE

(1) LOW VOLTAGE

(1) HIGH VOLTAGE

10 LF

EL. 128.79'

EL. 128.17'

ROADWAY EL. = 128.35'

ROADWAY EL. = 128.31'

ROADWAY EL. = 128.38'

8'-0"

8'-0"

8'-0"

8'-0"

DETECTOR

VIDEO

NO.

ZONE

DETECTION

VIDEO ASSIGNMENTS

V1

SIZE OPERATION

DETECTOR

DELAY

6' X 30'

6' X 20'

6' X 20'

NORMAL

NORMAL

-NORMAL

-NORMAL

-NORMAL

-NORMAL

6' X 30'

6' X 30'

6' X 30'

TF 1 TF 5

TF 2 TF 6

TF 3

4 8

P2 P5

P4 P8

SIGNAL OPERATING PLAN

PHASE 4PHASE 1 PHASE 3

PHASE 2

or

P4

P8

P2

P6

P2

P6

PERMISSIVE

PROTECTED

T I

M I N

G

F

U N

C T I O

N

CONTROLLER PHASE

DIRECTION

WALK

CONTROLLER TIMINGS

42 6

SB NB

TURN TYPE

- - - ADJUST BY

PHASE RECALL

FLASHING DON'T WALK

- - - DETECTOR MEMORY

DET. CROSS SWITCH.

DUAL ENTRY

MIN GREEN

EXT

YELLOW

ALL RED

MAX I

MAX II

MAX LIMIT

EB

WB

7 7 7

12 11 10

7.0 7.0

4.0 4.0 4.0 4.0

ON ON

MIN MIN

15.0 15.0

4.0 4.1

2.0 2.2

3.0 3.0LPI 3.0 3.0

PT/PM

4.0

15.0

4.1

2.0

NBL

PT/PM

4.0

15.0

2.0

NBL

PT/PM

4.0

15.0

2.0

SBL

4.0 3.7

2.1

3.8

2.2

1 EA 633-3-12

1 EA 633-3-11

630-2-1260 LF

635-2-141 EA

EXISTING POLE

SERVICE POINT:

PROPOSED POWER

639-2-1

641-2-121 EA

639-1-1221 AS

60 LF

POLE B

TRANSMISSION

EXIST. WOOD

POLE A

TRANSMISSION

EXIST. STEEL

HOLE

PROP. TECO HAND

POWER SOURCE.

REMAIN

INTERCONNECT TO

SM FIBER OPTIC

EXIST. AERIAL 12 CT

CABLE IN PULL BOX

OPTIC INTERCONNECT

COIL SLACK FIBER

RISER ON POWER POLE

CONTROLLER. TECO TO INSTALL

TRANSMISSION POLE A TO NEW

UNDERGROUND FROM TECO

OPTIC INTERCONNECT CABLE TO

REROUTE 12 CT AERIAL FIBER

150 LF 633-1-420

60 LF 630-2-12

635-2-121 EA

CCTV CAMERA

VIDEO DETECTION ZONE (LOCATED 2' BEHIND STOP BAR)

VIDEO DETECTION SENSOR

POLE TO REMAIN

EXIST. TECO UTILITY

SUBSURFACE UTILTIY ENGINEERING

5. THE SIGNAL MAINTAINING AGENCY IS PLANT CITY.

4. SIGNAL OPERATING PLAN (SOP) 7 MODIFIED PER FDOT STANDARD PLANS 671-001.

MOVEMENTS SHALL FLASH RED.

3. FLASHING OPERATION SHALL BE YELLOW FOR MOVEMENTS 2 AND 6 ALL OTHER

VIDEO DETECTION ZONE LAYOUT BASED ON POSTED SPEED LIMIT OF ROADWAY.2.

THE MINOR STREET IS ALABAMA STREET (SPEED LIMIT 30 MPH).

1. THE MAJOR STREET IS COLLINS STREET (SPEED LIMIT 35 MPH).

BY OTHERS

POLE TO BE REMOVED

EXIST. TECO UTILITY

REMOVE/RELOCATE SIGNAL CONDUIT.

FOUND IN CONFLICT WITH FOUNDATION.

MAST ARM B - 2" PVC TRAFFIC SIGNAL CONDUIT

MAST ARM A - NO UTILITY CONFLICTS FOUND.

ECHEZABAL & ASSOCIATES, INC. (4-21-2021):

PERFORMED AT MAST ARM FOUNDATIONS BY

SETTLEMENT MONITORING

SEE ROADWAY PLANS FOR

EXIST. CONC. SIGNAL POLE

EXIST. CONC. SIGNAL POLE

SIGNAL POLE

EXIST. CONC.

SIGNAL POLE

EXIST. CONC.

= 127.59'

ROADWAY EL.

EXIST. SIGNAL CONTROLLER

R

FY

G

SY

2 2

V

V1

ARM 2

A R

M

A R

M

ARM 2

P4

P6

P8

P2

P2

P8

P6

P4

ZONE 8

Z O

N E

Z O

N E

ZONE 4

Z O

N E

Z O

N E c:\pw\kh1\d0111165\MSSGSG01.dgnrobert.myers 3/19/2024 2:29:05 PM Default

REVISIONS

DATE DESCRIPTION

PLANT CITY HILLSBOROUGH

T I C

E

T

F I C I A

L

R

E C

O

T

H I S

S

H E

E T

I S

T

H E

E

L E

C T

R O

N I C

F I

G I T

A L L

Y

S I G

N

D

S

E A

L

D E

R

R

U L E

G .0

F .A .C

T-6

TABULATION SHEET

MAST ARM

G

Y

R

G

Y

R

G

Y

R

G

Y

R

A

124 3

TOP OF FOUNDATION ELEVATION

W1

SIGN A

TOTAL ARM LENGTH

* DENOTES NUMBER OF SECTIONS IN SIGNAL HEAD ASSEMBLY

SIGNAL DATA SIGN DATA

NO.

ID

NO.

SHEET

ELEVATION

FOUND.

TOP OF

NO.

ARM

RDWY

ELEV.

CROWN

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 DISTANCE FROM POLE / HEIGHT AND WIDTH OF SIGN

COLOR

PAINT

1 * 2 * 3 * 4 * 5 * A H1 W1 B H2 W2 C H3 W3

A

B 1

PROPOSED LOADING

30.5 3 38.5 3

Y/N

AIRE

LUMIN-

Y V Y Y

T-4

T-4

STA.; OFFSET

LOCATION BY

Y

Y/N

COMP.

TERM.

Y V Y Y Y 3 3 40

12.5 3 320.5 30

270128.2'

128.8' 2.0

24.5

GALVANIZED

GALVANIZED

GALVANIZED

(ARM M.H.)

HEIGHT

MOUNTING

ARM

CLEARANCE TO ROADWAY.

MAINTAIN MUTCD MINIMUM VERTICAL

CONNECTION PLATE AND

INCHES BELOW MAST ARM

SIGN SHALL BE MOUNTED SIX (6)

516+88.4; 31.0' LT

128.3'

128.4'

127.6'

128.4'

Y

Y

37.029.0

403 325.017.0

5.0 2.0 8.0

2.0

2.0

25.0

34.5

28.5 GALVANIZED

517+35.6; 31.8' RT

VIDEO CAMERA

A

B 1

30.5 3 38.5 3Y V Y Y

T-4

T-4 Y

Y V Y Y Y 3 3 40

12.5 3 320.5 30

270128.2'

128.8' 2.0

24.5

GALVANIZED

GALVANIZED

GALVANIZED516+88.4; 31.0' LT

128.3'

128.4'

127.6'

128.4'

Y

Y

37.029.0

28.5 4

3 325.0 33.0 417.0

2.0

2.0

2.0

25.0

34.5

28.5 GALVANIZED

517+35.6; 31.8' RT

FUTURE DESIGN LOADING

8.0

8.0

8.0

8.0

8.0

8.0

8.0

B

W2

H2

SIGN B

25.5

36.0

3.0 2.5

2.53.0

5.0

5.0

5.0

5.0

5.0

5.0

5.0

LL

DOUBLE ARM POLE.

LONGEST ARM FOR

ARM POLE OR

ARM NO. 1 - SINGLE

DIRECTION FROM ARM NO. 1.

COUNTER CLOCKWISE

TO BE MEASURED IN A

ORIENTATION

DOUBLE ARM POLE

STREET NAME SIGN

ARM NO. 2 OR ARM FOR

UG = 25.0'

LA = 27.5'

LB = 15.0'

28.5 4

33.0 4

21.5

20.5

20.5

21.5

T

F I

C I

C O

S

E E

T

E C

T R

O N

C

G I

T A

L

Y

G N

A L

D

L E

G

A

C

K:\ORL_Structures\_Projects-Structures\_Mast Arms\148774010_Collins Street_Mast Arms\06_CADD\00000000000\struct\StandardMastArmDataTable01.dgnJoseph.Roberts 12/13/2023 4:41:36 PM Default

REVISIONS

DATE DESCRIPTION

PLANT CITY HILLSBOROUGH

189 SOUTH ORANGE AVENUE, SUITE 1000

ORLANDO, FL 32801

JOSEPH A. ROBERTS JR.

P.E. LICENSE NUMBER 78547

STANDARD MAST ARM

ASSEMBLIES DATA TABLE

T-7

(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

NOTES:

A

B

FOUNDATION NOTES:

* SEE "SPECIAL MAST ARM DATA TABLE" SHEET.

A40/D P2/D

P2/D

A40/D-A30/D-P2/D A30/D 21.5

20.5A40/D-A40/D-P2/D A40/D A40/D DS/18/4.5*

POLE A: BORING B-1

POLE B: BORING B-2

N-SPT #: 8

UNIT WEIGHT: 41 PCF

FRICTION ANGLE: 27 (DEG)

SOIL CLASSIFICATION: SAND

DS/24.5/4.5*

6. FOUNDATION ASSUMPTIONS:

CONSTRUCTION OF THE DRILLED SHAFT.

5. IF EXISTING SOILS VARY FROM THE CRITERIA PRESENTED ABOVE, CONTACT THE ENGINEER PRIOR TO

CASING.

4. BASED ON SOIL CONDITIONS AT POLE B THE CONTRACTOR SHOULD ANTICIPATE FULL DEPTH TEMPORARY

DESCRIBED IN FDOT SPECIFICATIONS 455.

THAT SURFACE AND GROUNDWATER CONDITIONS WILL REQUIRE THE "WET CONSTRUCTION METHOD" AS

3. GROUNDWATER SHOULD BE EXPECTED WITHIN 3 FEET OF THE EXISTING GROUND. IT IS ANTICIPATED

"MAST ARM TABULATION" SHEET FOR TOP OF SHAFT ELEVATIONS.

2. DRILLED SHAFTS NOT LOCATED IN SIDEWALKS HAVE BEEN LENGTHENED 6" PER STANDARD. SEE

1. DESIGN BASED ON BORINGS PROVIDED BY TERRACON CONSULTANTS, INC., DATED OCTOBER 10, 2019.

N-SPT #: 5.4

UNIT WEIGHT: 44 PCF

FRICTION ANGLE: 26.4 (DEG)

SOIL CLASSIFICATION: SAND BRIDGE CONSTRUCTION, FY 202324 AND FY 2023-24 STANDARD PLANS FOR ROAD CONSTRUCTION

FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) STANDARD SPECIFICATIONS FOR ROAD AND

DESIGN SPECIFICATIONS:

FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) STRUCTURES DESIGN MANUAL, JANUARY 2023.

6. DESIGN STANDARDS:

5. DESIGN WIND SPEED = 150 MPH (HILLSBOROUGH COUNTY).

4. WORK WITH INDEX 649-030 AND 649-031 (FY 2023-2024).

COMPARTMENT REQUIREMENT, AND PEDESTRIAN FEATURES.

FOR SPECIAL INSTRUCTIONS THAT INCLUDE NON-STANDARD HANDHOLE LOCATION, PAINT COLOR, TERMINAL

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

LENGTH FROM THE 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

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

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

K:\ORL_Structures\_Projects-Structures\_Mast Arms\148774010_Collins Street_Mast Arms\06_CADD\00000000000\struct\SpecialMastArmDataTable01.dgnandres.devia 2/2/2023 9:56:29 AM Default

REVISIONS

DATE DESCRIPTION

PLANT CITY HILLSBOROUGH

189 SOUTH ORANGE AVENUE, SUITE 1000

ORLANDO, FL 32801

JOSEPH A. ROBERTS JR.

P.E. LICENSE NUMBER 78547

SPECIAL MAST ARM

ASSEMBLIES DATA TABLE

T-8

SPECIAL MAST ARM ASSEMBLIES DATA TABLE

SPECIAL MAST ARM ASSEMBLIES DATA TABLE (CONT.)

SPECIAL MAST ARM ASSEMBLIES DATA TABLE (CONT.)

LOCATIONS

NUMBER OF

NUMBER

STRUCTURE

FA(ft) FB(in) FC(in) FD(in)

FIRST ARM

FE(ft) FF(in)

FIRST ARM EXTENSION

FG(in) FH(in) SA(ft) SB(in)

SECOND ARM

SC(in) SD(in) SE(ft)

SECOND ARM EXTENSION

SF(in) SG(in) SH(in) UA(ft) UB(ft) UC(in) UD(in)

POLE

UE(in) UF(deg) UG(ft)

NUMBER

STRUCTURE

#Bolts HT FJ FK

FIRST ARM CONNECTION (in) First Arm Camber Angle = 2 Degrees

FL FN FO FP FR FS FT #Bolts HT SJ SK SL

SECOND ARM CONNECTION (in) Second Arm Camber Angle = 2 Degrees

SN SO SP SR SS ST

LL(deg)LK(in)LJ(in)LH(in)

LUMINAIRE AND LUMINAIRE CONNECTION

LG(in)LF(ft)LELD(in)LC(in)LB(ft)LA(ft)RBRA

SHAFT AND REINF.

DB(ft)DA(ft)BF

POLE BASE CONNECTION (in)

BCBBBA#Bolts

NUMBER

STRUCTURE

RC RD(in) RE RF(in)

DESIGN WIND SPEED = 150 MPH2.

WORK WITH INDEX 649-031.1.

NOTES:

A

B

A

B

A

B

40 7.4 0.2513 30 6.8 11 0.25 26 21.5 14.4 18 0.375 270 25

6 30 36 3 0.75 0.438 23 1.25 2.75 12.5 0.438 6 30 36 3 0.75 0.438 23 1.25 2.75 12.5 0.438

6 34 2.5 2 40 4.5 11 16 10 6 27.5 15 3 0.125 0.34 8 0.5 0.75 0.25 0.25 315

40 7.4 13 0.25 40 7.4 13 0.25 26 20.5 14.4 18 0.375 270 25

6 30 36 3 0.75 0.438 23 1.25 2.75 12.5 0.438 6 30 36 3 0.75 0.438 23 1.25 2.75 12.5 0.438

6 34 2.5 2 40 18 4.5 10 811 16 27.5 15 3 0.125 0.34 8 0.5 0.75 0.25 0.25 315

24.5 10 9 c:\pw\kh1\d0111165\GSWKSG01.dgnrobert.myers 3/19/2024 2:29:11 PM Default

REVISIONS

DATE DESCRIPTION

PLANT CITY HILLSBOROUGH

T I C

E

T

F I C I A

L

R

E C

O

T

H I S

S

H E

E T

I S

T

H E

E

L E

C T

R O

N I C

F I

G I T

A L L

Y

S I G

N

D

S

E A

L

D E

R

R

U L E

G .0

F .A .C

GUIDESIGN WORKSHEET

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

WIDTH

HEIGHT

PANEL

LEGEND

COLOR

RADII

WIDTH

BORDER

COLOR

NUMBER

SIGN

QTY

CLEARANCE COLUMN SIZE AVERAGE

LENGTH

Edge Of Lane

SIGN NAME STATION(S)

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

T-9

2A (EB)

2A (WB)

2B (NB)

2B (SB)

517+35.6 516+88.4

517+35.6 516+88.4

517+35.6 516+88.4

517+35.6 516+88.4

6"

12"

6"

3"

8"EM

4"

6"D

3"

24"

BORDER

R=1.5"

TH=1"

6" 12" 8" 6" 8" 43" 12"

6" 12" 4" 15" 14" 8" 14" 15" 8"

96"

8'-0" 1"

2'-0" 1.5"

White White

Green

S

26.2

C

40.7 o

48.7 l

56.6 l

61.4 i

66.2 n s

78.6

L

57.7

27.3

32.8

L

S

50.9

T

55.4

L

8.3

78.3

83.8

L

CITY LOGO

PLANT 6 6 12 120

6"

12"

6"

3"

8"EM

4"

6"D

3"

24"

BORDER

R=1.5"

TH=1"

26" 6" 8" 43" 12"

6" 12" 8" 6" 8" 43" 12"

96"

6"

12"

6"

3"

8"EM

4"

6"D

3"

24"

BORDER

R=1.5"

TH=1"

6" 12" 7"5" 23" 8" 23" 4"7"

96" name 1

8'-0" 1" none

2'-0" 1.5"

White White

Green

A

30.2 l

40.2 a

44.2 b

52.7 a

59.8 m

68.2 a

79.5

L

54.6

W

24.8

L

5.3

S

53.7

T

58.2

L

8.3

E

84.8

L

3.7

CITY LOGO

PLANT 6 6 12 120

Green

S

26.2

C

40.7 o

48.7 l

56.6 l

61.4 i

66.2 n s

78.6

L

57.7

27.3

32.8

L

S

50.9

T

55.4

L

8.3

78.3

83.8

L

CITY LOGO

PLANT 6 6 12 120

6"

12"

6"

3"

8"EM

4"

6"D

3"

24"

BORDER

R=1.5"

TH=1"

6" 12" 7"4"2" 23" 8" 23" 5"6"

96"

Green

A

30.2 l

40.2 a

44.2 b

52.7 a

59.8 m

68.2 a

79.5

L

54.6

E

24.8

L

3.7

S

53.7

T

58.2

L

8.3

W

84.8

L

5.3

CITY LOGO

PLANT 6 6 12 120

FORMAT FOR SIGN FABRICATION UPON REQUEST

CITY LOGO WILL BE PROVIDED IN AN ELECTRONIC

FORMAT FOR SIGN FABRICATION UPON REQUEST

CITY LOGO WILL BE PROVIDED IN AN ELECTRONIC

FORMAT FOR SIGN FABRICATION UPON REQUEST

CITY LOGO WILL BE PROVIDED IN AN ELECTRONIC

FORMAT FOR SIGN FABRICATION UPON REQUEST

CITY LOGO WILL BE PROVIDED IN AN ELECTRONIC

c:\pw\kh1\d0111165\SPDTSG01.dgnrobert.myers 3/19/2024 2:29:15 PM Default

REVISIONS

DATE DESCRIPTION

PLANT CITY HILLSBOROUGH

T I C

E

T

F I C I A

L

R

E C

O

T

H I S

S

H E

E T

I S

T

H E

E

L E

C T

R O

N I C

F I

G I T

A L L

Y

S I G

N

D

S

E A

L

D E

R

R

U L E

G .0

F .A .C

WIRING COLOR CODE

T-10

ELEC

SAN

ELEC

WATER

WATER

WATER

SD

SD

WATER

WATER

SAN

c:\pw\kh1\d0111165\PLANUW01_SUE.dgnrobert.myers 3/19/2024 2:29:30 PM Default

REVISIONS

DATE DESCRIPTION

PLANT CITY HILLSBOROUGH

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

0 10

Feet

SUE DATA SHEET

B

TH#2

TH#1

BT / FRONTIER COMMUNICATIONS

BT / FRONTIER COMMUNICATIONS

BFOC / FRONTIER COMMUNICATIONS

2" BFOC / MCI

10" SM / CITY OF PLANT CITY

PLANT CITY

2" WM / CITY OF

4-4" BFOC / FRONTIER COMMUNICATIONS

OF PLANT CITY

8" SM / CITY

OF PLANT CITY

10" SM / CITY

OF PLANT CITY

8" SM / CITY

BT / FRONTIER COMMUNICATIONS

10" WM / CITY OF PLANT CITY

10" WM / CITY OF PLANT CITY

WM / CITY OF PLANT CITY

EXIST. R/W

EXIST. R/W

EXIST. R/W

PROP. R/W

PROP. R/W

EXIST. R/W

EXIST. R/W

1-2" GRAY PVC (UNKNOWN)

4-2" GRAY PVC (EXIST. TRAFFIC SIGNAL)

E ALABAMA ST.

E ALABAMA ST.

C O

L L I N

S

S

T

C O

L L I N

S

S

T

¡ CONST. COLLINS ST.

T-11

SUE INVESTIGATION NOTES (REFER TO SPECS FOR SUE DATA):

NOTE:

SERVICES, INC./ECHEZABAL & ASSOCIATES, INC.

SUE DATA SHOWN PROVIDED BY HYATT SURVEY

MAST ARM 'B' - CLEARED OF CONFLICTS

AND REMOVE CONFLICT.

TH#2: 1-2" GRAY PIPE (UNKNOWN) AT 0.90' DEPTH IN CONFLICT. VERIFY UNUSED CONDUIT

MAST ARM 'A' - TH#1: 4-2" GRAY PVC CONDUITS (EXISTING TRAFFIC SIGNAL) AT 1.27' DEPTH IN CONFLICT.

¡ CONST. COLLINS ST.

¡ CONST. COLLINS ST.

c:\pw\kh1\d0111165\RDXSSG01.dgnrobert.myers 3/19/2024 2:29:35 PM Rdxsrd_shg

REVISIONS

DATE DESCRIPTION

NO.

SHEET

CROSS SECTIONS

MAST ARM FOUNDATION

CITY OF COUNTY

COLLINS STREET

PLANT CITY HILLSBOROUGH

KIMLEY-HORN AND ASSOCIATES

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

15" RCP

10" S(D) 36" RCP

12" W(D)

4-4" BFOC(D)

2" BFOC(D)

E X I S

T

R

W

2" W(B)

2" PVC UNKNOWN.

4-2" PVC TRAFFIC SIGNAL CONDUIT

PROP. MAST ARM FOUNDATION

E X I S

T

R

W

REDEVELOPMENT PARCEL

CITY OF PLANT CITY

36" RCP 10" S(D)

10" W(D)

4-4" BFOC(D)

2" BFOC(D)

FOUNDATION

PROP. MAST ARM

00 2020 4040 6060 8080 100100 120120140160

1" = 10' Vertical

1" = 20' Horizontal

BMAST ARM

516+88.4

517+35.6

MAST ARM A

T-12

BORING NO.: B-1

LATITUDE: 28.0112

LONGITUDE: -82.1221

BORING TERM. @ 25.0'

NO CASING

BORING DRILLED: 9-11-19

HAMMER TYPE: AUTOMATIC

RIG TYPE: D-25

WH

DRILLED BY: C. HICKS

D E

P T

H

I N

F

E E

T

N

BORING TERM. @ 25.0'

NO CASING

BORING DRILLED: 9-11-19

HAMMER TYPE: AUTOMATIC

RIG TYPE: D-25

DRILLED BY: C. HICKS

BETWEEN BORINGS SHOULD BE ANTICIPATED.

LOCATION ONLY. SUBSURFACE VARIATIONS

REPRESENT SOIL LAYERS AT EACH TEST HOLE

LAYER BOUNDARIES ARE APPROXIMATE AND

NOTES:

1)

SCALE IN FEET

0 15

APPROXIMATE LOCATION OF STANDARD

PENETRATION TEST BORING

LEGEND

BLOWS PER FOOT UNLESS OTHERWISE

STANDARD PENETRATION RESISTANCE IN

UNIFIED SOIL CLASSIFICATION GROUP

ENCOUNTERED GROUNDWATER LEVEL

SAMPLING SPOON ADVANCED UNDER WEIGHT

OF ROD AND HAMMER

NOTED

WH

N

SYMBOL

(SP)

LEGEND

SAND

2)

IS BASED ON HANDHELD GPS DEVICE.

LATITUDE AND LONGITUDE AT BORING LOCATIONS

(DATE OF READING)

2 in.

1 3/8 in.

SPT

8-24

GREATER THAN 40

24-40

LESS THAN 3

3-8

(BLOWS/FOOT)

140 lbs.

30 in.

SPT

GREATER THAN 24

3-6

6-12

12-24

(BLOWS/FOOT)

LESS THAN 1

1-3

VERY STIFF

STIFF

HARD

FIRM

CONSISTENCY

VERY SOFT

SOFT

SILTS AND CLAYS

STANDARD PENETRATION TEST DATA

ASTM STANDARD DROP AUTOMATIC HAMMER

SPOON OUTSIDE DIA.

SPOON INSIDE DIA.

HAMMER WEIGHT

GRANULAR MATERIALS

MEDIUM DENSE

AVG. HAMMER DROP

VERY LOOSE

LOOSE

VERY DENSE

DENSE

RELATIVE

DENSITY

8-11-11

AUTOMATIC HAMMER

CLAYEY SAND

BORING NO.: B-2

LATITUDE: 28.011

LONGITUDE: -82.1224

AUGERED AUGERED

DARK BROWN FINE SAND WITH SILT

(FILL) (SP-SM)

LIGHT BROWN TO LIGHT GRAY FINE

SAND WITH ROCKS (FILL) (SP)

LIGHT GRAY CLAYEY FINE SAND

WITH ROCKS (FILL) (SC)

LIGHT GRAY CLAYEY FINE SAND WITH

SHELL FRAGMENTS (SC)

LIGHT GRAY VERY CLAYEY FINE SAND

(SC)

LIGHT GRAY CLAYEY FINE SAND (SC)

9-11-19

CONCRETE

DARK BROWN FINE SAND WITH

SILT (SP-SM)

LIGHT BROWN TO LIGHT GRAY

FINE SAND WITH MINOR ROOTS

(SP)

LIGHT GRAY/BROWN CLAYEY FINE

SAND (SC)

LIGHT GRAY/BROWN TO TAN FINE

SAND WITH CLAY WITH TRACE SHELL

(SP-SC)

TAN CLAYEY FINE SAND (SC)

LIGHT GRAY TO ORANGE AND GRAY

FINE SAND WITH CLAY (SP-SC)

N:\Projects-Other Offices\Tampa\2018\H4185018\Cad\Microstation\Geotechnical\B1boring01.dgnagschifano 3/19/2024 1:58:59 PM Default

G-1

CITY OF COUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

REPORT OF CORE BORINGS

COMPLETE STREET DESIGN

PLANT CITY HILLSBOROUGH

5463 W. WATERS AVENUE, SUITE 830

TAMPA, FLORIDA 33634

STEPHEN C. KNAUSS, P.E.

P.E. LICENSE NUMBER 28202

TERRACON

COLLINS ST.

E

A L

A B

A M

A

S

T

3) GROUNDWATER NOT RECORDED FOR B-1

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

516 P

A

.6

517 P

A

.4

B-1

B-2