23-Attachment H - Plans 20260424 SS.pdf

N

6 5 1

1211987

16 13

19 20 21 22 23

272829

31 32

21 22

3 1

House

River

H il ls

TO

TO ZEPHYRHILLS

ST. LEO

OCALA

TO

Exit

Exit

M or ri s

B ri dg e

R d.

County Line Road

M c I nt os h R d.

Cr ee k

T ro ut C re ek

Cl ay

Gu lly

Cr ee k

F lint

C r.

b or ou gh

N ew

River

C O U N T Y

Branchton

Morris

Bridge

HILLSBOROUGH RIVER

STATE PARK

HILLSBOROUGH

RIVER STATE PARK

R 20 ER 19 E

93A

581 579

582A

N .T .S

U .S

U .S

I-

S.R. 674

S.R. 60

S .R

U .S

I-

R a c e

Tr a c K

R d

Ehrlich Rd

D a le

M a b r y

H w y

Hillsborough Ave.

S.R. 580

$TIME$ $FILE$$USER$ $DATE$

N

HILLSBOROUGH COUNTY

CONTRACT PLANS LOCATION OF PROJECT

THE BOARD OF COUNTY COMMISSIONERS

PLANS PREPARED BY:

ENGINEER OF RECORD:

P.E. NO.:

CHANGED DUE TO REPRODUCTION.

NOTE: THE SCALE OF THESE PLANS MAY HAVE

NTS

LOCATION MAP

LENGTH OF PROJECT

DESCRIPTION LIN. FT. MILES

BRIDGES

NET LENGTH OF PROJECT

EXCEPTIONS

GROSS LENGTH OF PROJECT

COUNTY C.I.P. PROJECT MANAGER

CONTRACT PLANS COMPONENTS:

INDEX OF ROADWAY PLANS

SHEET NO. SHEET DESCRIPTION

GOVERNING DESIGN STANDARDS:

GOVERNING STANDARD SPECIFICATIONS:

REVISIONS

DATE BY DESCRIPTION

CIP NO.

Hillsborough County Public Works Standard Specifications for Construction OCTOBER 2023

Divisions II & III as directed under the Hillsborough County Standard Specifications for

Construction.

2569600319 and FDOT Standard Specifications for Roadway and Bridge Construction, YEAR

FISCAL

NO

SHEET

000.00

000.00

0.011

0.000

0.000

0.053

DESCRIPTIONDATE

KEY SHEET REVISIONS

consultant-cip-project-resources/standard-details-and-project-plan-sheet-templates following website: https://www.hillsboroughcounty.org/en/government/county-projects/

Hillsborough County Standard Details and General Notes are available at the 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

RPS NO. S-0239-0-2011/LP

PHONE (813) 286-1711

TAMPA, FLORIDA 33607-1462

CAMPBELL CAUSEWAY

7650 WEST COURTNEY

AECOM TECHNICAL SERVICES

94632

CIP # 69600319

T

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O F

F I

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C O

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R

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220.00

GRAND HAMPTON DR.

JORGE A. GUERRA RODRIGUEZ, P.E

59.82

EAST COUNTY LINE RD AT GRAND HAMPTON DR

E COUNTY LINE RD.

MARY SHEETS, P.E.

0.042

279.82 0.053

279.82

ROADWAY PLANS

AND OPERATIONS DEPARTMENT

PUBLIC WORKS ADMINISTRATION ENGINEERING

INTERSECTION IMPROVEMENTS

COMMISSIONERJOSHUA WOSTAL

COMMISSIONERHARRY COHEN

COMMISSIONERCHRIS BOLES

VICE-CHAIRMANDONNA CAMERON CEPEDA

CHAPLAINGWEN MYERS

VICE-CHAIRMANCHRISTINE MILLER

CHAIRMANKEN HAGAN

E 534712.96

N 1394835.39

STA. 13+40.00

¡ CONST. E COUNTY LINE RD

BEGIN PROJECT

E 534493.68

N 1394853.27

STA. 11+20.00

¡ CONST. E COUNTY LINE RD

BEGIN PROJECT

ZEPHYRHILLS

SQ 4

SQ 1 - SQ 3

21 - 23

19 - 20

6 - 7

4 - 5

TABULATION OF QUANTITIES

SUMMARY OF QUANTITIES

POWER SERVICE DETAIL

STANDARD MAST ARM DATA TABLE

VERIFIED UTILITY LOCATES

REPORT OF CORE BORINGS

UTILITY ADJUSTMENTS

TEMPORARY TRAFFIC CONTROL PLAN

SIGNING AND PAVEMENT MARKINGS

GUIDE SIGN WORKSHEET

SIGN CROSS SECTIONS

MAST ARM TABULATION

PEDESTRIAN POLE DETAILS

SIGNALIZATION PLAN

ROADWAY PLAN

TRAFFIC GENERAL NOTES

ROADWAY GENERAL NOTES

PROJECT CONTROL

TYPICAL SECTIONS

SUMMARY OF PAY ITEMS

SIGNATURE SHEET

KEY SHEET

SECTION 2, TOWNSHIP 27 S, RANGE 19 E

T27S

T26S

T28S

T27S

T27S

T26S

T28S

T27S

MARCH 24, 2026

FINAL PLANS

S C

A L

CIP NO. SHT. NO.

JORGE A. GUERRA RODRIGUEZ, P.E.

P.E. LICENSE NUMBER 94632

AECOM TECHNICAL SERVICES, INC.

7650 WEST COURTNEY CAMPBELL CSWY

TAMPA, FL 33607

3/11/2026guerraj c:\pwworking\usfl\dms19528\SIGNRD_Perm_01.dgn14:27:49

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

PUBLIC WORKS ADMINISTRATION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602 69600319

COUNTY LINE RD AT GRAND HAMPTON DR

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

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

SIGNED AND SEALED BY:

THIS ITEM HAS BEEN DIGITALLY

SHEET NO. SHEET DESCRIPTION

INDEX OF ROADWAY PLANS

SIGNATURE SHEET

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

THE ABOVE NAMED PROFESSIONAL SURVEYOR SHALL BE RESPONSIBLE FOR THE

SIGNED AND SEALED BY:

THIS ITEM HAS BEEN DIGITALLY

SHEET NO. SHEET DESCRIPTION

INDEX OF ROADWAY PLANS

PHONE: 813-889-9236

GERALD SILVA, PLS NO. 5218

TAMPA, FLORIDA 33634

8409 SUNSTATE STREET

NORTHWEST SURVEYING INC.

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

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

SIGNED AND SEALED BY:

THIS ITEM HAS BEEN DIGITALLY

SHEET NO. SHEET DESCRIPTION

INDEX OF ROADWAY PLANS

STATE OF

R E

E

NI

G

NE LANOI

S S

E

F O

R P

ESNECI

L

A

DIROL

F

No 50733

N

A

MTSAE .M K

RI

K

PHONE: 813-944-3464

KIRK M. EASTMAN, P.E. NO. 50733

TAMPA, FL 33609

5012 W. LEMON STREET

AREHNA ENGINEERING, INC.

STATE OF

No 55843

R E

E

NI

G

NE LANOI

S S

E

F O

R P

ESNECI

L

A

DIROL

F

S O

L U

OP

ODAPAP .R E

G

R O

E G

STATE OF

ESNECI

L

A

DIROL

F

Z E

U

GI

R

D

OR ARREUG .

A E

G R

O J

No 94632

R E

E

NI

G

NE LANOI

S S

E

F O

R P

STATE OF

ESNECI

L

A

DIROL

F

No 45838

S

AL

LEMOC YR

R

EJ

R E

E

NI

G

NE LANOI

S S

E

F O

R P

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

SHEET NO. SHEET DESCRIPTION

INDEX OF ROADWAY PLANS

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

SHEET NO. SHEET DESCRIPTION

INDEX OF ROADWAY PLANS

PHONE: 727-423-2518

JERRY COMELLAS, P.E. NO. 45838

TAMPA, FL 33634

4803 GEORGE RD., SUITE 350

ECHO UTILITY ENGINEERING & SURVEY

PHONE: 813-286-1711

GEORGE R. PAPADOPOULOS, P.E. NO. 55843

TAMPA, FL 33607-1462

CAMPBELL CAUSEWAY

7650 WEST COURTNEY

AECOM TECHNICAL SERVICES, INC.

PHONE: 813-286-1711

JORGE A. GUERRA RODRIGUEZ, P.E. NO. 94632

TAMPA, FL 33607-1462

CAMPBELL CAUSEWAY

7650 WEST COURTNEY

AECOM TECHNICAL SERVICES, INC.

REPORT OF CORE BORINGS

SIGNATURE SHEET

PROJECT CONTROL

SIGNATURE SHEET

STATE OF

ESNECI

L

A

DIROL

F

No 49031

R E

E

NI

G

NE LANOI

S S

E

F O

R P

E.

P

RUKDNUM .K

PI

LI

D

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

INDEX OF ROADWAY PLANS

SIGNED AND SEALED BY:

THIS ITEM HAS BEEN DIGITALLY

PHONE: 813-817-3020

DILIP K. MUNDKUR, P.E. NO. 49031

WINTER HAVEN, FLORIDA 33881

225 AVENUE D NW

BES INC.

19 - 20

6 - 7

21 - 23

STANDARD MAST ARM DATA TABLE

SIGNATURE SHEET

SUMMARY OF QUANTITIES

UTILITY ADJUSTMENTS

TEMPORARY TRAFFIC CONTROL PLAN

ROADWAY PLAN

ROADWAY GENERAL NOTES

TYPICAL SECTIONS

SUMMARY OF PAY ITEMS

SIGNATURE SHEET

KEY SHEET

SQ 1 - SQ 3

4 - 5

AVLI

S DLARE

G r e p p a M d na royevru

S l a n oi s s ef o r

P re bmuN esneciL

FLORIDA

STATE OF

TABULATION OF QUANTITIES

SIGNING AND PAVEMENT MARKINGS

GUIDE SIGN WORKSHEET

SIGN CROSS SECTIONS

MAST ARM TABULATION

PEDESTRIAN POLE DETAILS

SIGNALIZATION PLAN

TRAFFIC GENERAL NOTES

SIGNATURE SHEET

SQ 4

VERIFIED UTILITY LOCATES

SIGNATURE SHEET

ANY ELECTRONIC COPIES

SIGNATURE MUST BE VERIFIED ON

ON THE DATE ADJACENT TO THE SEAL.

ANY ELECTRONIC COPIES

SIGNATURE MUST BE VERIFIED ON

ON THE DATE ADJACENT TO THE SEAL.

ANY ELECTRONIC COPIES

SIGNATURE MUST BE VERIFIED ON

ON THE DATE ADJACENT TO THE SEAL.

ANY ELECTRONIC COPIES

SIGNATURE MUST BE VERIFIED ON

ON THE DATE ADJACENT TO THE SEAL.

ANY ELECTRONIC COPIES

SIGNATURE MUST BE VERIFIED ON

ON THE DATE ADJACENT TO THE SEAL.

ANY ELECTRONIC COPIES

SIGNATURE MUST BE VERIFIED ON

ON THE DATE ADJACENT TO THE SEAL.

P.E. LICENSE NUMBER 94632

AECOM TECHNICAL SERVICES, INC.

7650 WEST COURTNEY CAMPBELL CSWY

TAMPA, FL 33607

4/24/2026guerraj c:\pwworking\usfl\dms19528\CESSRD_Perm_01.dgn12:48:12

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

PUBLIC WORKS ADMINISTRATION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602 69600319

COUNTY LINE RD AT GRAND HAMPTON DR

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SUMMARY OF PAY ITEMS

Summary of Pay Items

Number

Pay Item Item Description Unit QUANTITY

101-1 MOBILIZATION LS 1

102-1 MAINTENANCE OF TRAFFIC LS 1

102-60 WORK ZONE SIGNS ED

102-74-1 CHANNELIZING DEVICE- TYPES I, II, DI, VP, DRUM ED

102-14 TRAFFIC CONTROL OFFICER HR

102-99 PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY ED

102-115 TYPE III BARRICADE ED

104-10-3 SEDIMENT BARRIER LF 300

110-1-1 CLEARING & GRUBBING (AC=0.32) LS 1

327-70-6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 1461

337-7-83 ASPHALT CONCRETE FRICTION COURSE,TRAFFIC C, FC-12.5, PG 76-22 TN 120.5

570-1-2 PERFORMANCE TURF, SOD SY 1623

522-2 CONCRETE SIDEWALK AND DRIVEWAYS, 6" THICK SY 96

527-2 DETECTABLE WARNINGS SF 81

630-2-11 CONDUIT, F&I, OPEN TRENCH LF 235

630-2-12 CONDUIT, F&I, DIRECTIONAL BORE LF 174

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

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

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

643-600 STRAIN POLE, WOOD, REMOVE EA 2

646-1-11 ALUMINUM SIGNALS POLE, PEDESTAL EA 6

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

649-21-9 STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL, DOUBLE ARM 50'-50' EA 1

650-1-11 VEHICULAR TRAFFIC SIGNAL, FURNISH & INSTALL ALUMINUM, 1 SECTION, 1 WAY AS 6

650-1-14 VEHICULAR TRAFFIC SIGNAL, FURNISH & INSTALL ALUMINUM, 3 SECTION, 1 WAY AS 6

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

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

660-4-11 EA 2

660-4-12 EA 1

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

676-1-131 16" W x 24" H x 12" D

TRAFFIC SIGNAL CONTROLLER CABINET, FURNISH & INSTALL W/OUT CONTROLLER, NEMA UNWIRED SIZE 1, AS 1

700-3-201 SIGN PANEL, FURNISH & INSTALL OVERHEAD MOUNT, UP TO 12 SF EA 1

700-5-22 INTERNALLY ILLUMINATED SIGN, FURNISH & INSTALL, OVERHEAD MOUNT, 12-18 SF EA 2

700-1111 SINGLE COLUMN GROUND SIGN ASSEMBLY, F&I GROUND MOUNT, LESS THAN 12 SF EA 7

700-2113 MULTI-COLUMN GROUND SIGN ASSEMBLY, F&I GROUND MOUNT, 20.1-30.0 SF EA 2

0706 1 3 RAISED PAVEMENT MARKER, TYPE B EA 12

0711 11123 THERMOPLASTIC, STANDARD, WHITE, SOLID, 12" FOR CROSSWALK AND ROUNDABOUT LF 363

0711 11170 EA 2

0711 11224 THERMOPLASTIC, STANDARD, YELLOW, SOLID, 18" FOR DIAGONAL OR CHEVRON LF 51

0711 14125 THERMOPLASTIC, PREFORMED, WHITE, SOLID, 24" FOR CROSSWALK AND STOP LINE LF 375

0711 16101 THERMOPLASTIC, STANDARD-OTHER SURFACES, WHITE, SOLID, 6" GM 0.015

0711 16201 THERMOPLASTIC, STANDARD-OTHER SURFACES, YELLOW, SOLID, 6 GM 0.075

LF520-1-10 CONCRETE CURB AND GUTTER TYPE F 134

EA1080-21-500 4UTILITY FIXTURE, VALVE/METER BOX, ADJUST

THERMOPLASTIC, STD, WHITE ARROW

VEHICLE DETECTION SYSTEM- VIDEO, FURNISH & INSTALL, CABINET EQUIPMENT

VEHICLE DETECTION SYSTEM- VIDEO, FURNISH & INSTALL, ABOVE GROUND EQUIPMENT

AS 1670-5-111 TRAFFIC CONTROLLER ASSEMBLY, F&I, NEMA, 1 PREEMPTION

1AS670-5-600 TRAFFIC CONTROLLER ASSEMBLY, REMOVE CONTROLLER WITH CABINET

EA 1684-1-1 MANAGED FIELD ETHERNET SWITCH, FURNISH & INSTALL

685-1-13 EA 1

685-2-1 EA 1

UNINTERRUPTIBLE POWER SUPPLY, FURNISH AND INSTALL, LINE INTERACTIVE WITH CABINET

REMOTE POWER MANAGEMENT UNIT - RPMU, FURNISH AND INSTALL

11120

P.E. LICENSE NUMBER 94632

AECOM TECHNICAL SERVICES, INC.

7650 WEST COURTNEY CAMPBELL CSWY

TAMPA, FL 33607

8/6/2025Aleksa.Kopanja c:\pwworking\usfl\dms19528\TYPSRD_Perm_01.dgn8:59:33 AM

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

PUBLIC WORKS ADMINISTRATION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602 69600319

COUNTY LINE RD AT GRAND HAMPTON DR

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SIDEWALK

CONCRETE

SIDEWALK

CONCRETE

5' 5'

R/W LINE R/W LINE

Ground Natural

Natural Ground

� CONST. GRAND HAMPTON DR

MATCH EXISTINGMATCH EXISTING

EXISTING R/W 120'

12' 12' 12' 12'10' 10'

9' 9'

N.T.S

TYPICAL SECTIONS

MILLING & RESURFACING MILLING & RESURFACING

STA. 25+35.16 TO STA. 25+80.00

GRAND HAMPTON DRIVE

TYPICAL SECTION

MILLING

" AVG. DEPTH)2

MILL EXISTING ASPHALT PAVEMENT(1

RESURFACING

")2

1FRICTION COURSE FC-12.5 (TRAFFIC C) (PG 76-22) (1

TYPE F (DROP)

CURB & GUTTER

TYPE F (DROP)

CURB & GUTTER

PROPOSED SIDEWALK LOCATIONS.

2) SEE ROADWAY PLANS FOR

EXTEND PAVEMENT LIFE.

ONLY AND IS NOT INTENDED TO

PERFORMED TO REPLACE STRIPES

NOTES: 1) MILLING AND RESURFACING IS

CLEARING AND GRUBBING CLEARING AND GRUBBING

25' 25'

60' R/W LT 60' R/W RT

50' PERMANENT EASEMENT 50' PERMANENT EASEMENT

P.E. LICENSE NUMBER 94632

AECOM TECHNICAL SERVICES, INC.

7650 WEST COURTNEY CAMPBELL CSWY

TAMPA, FL 33607

8/6/2025Aleksa.Kopanja c:\pwworking\usfl\dms19528\TYPSRD_Perm_01.dgn8:59:43 AM

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

PUBLIC WORKS ADMINISTRATION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602 69600319

COUNTY LINE RD AT GRAND HAMPTON DR

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Natural Ground

R/W LINE R/W LINE

12' 12'

Natural Ground

SIDEWALK

CONCRETE

5'

MEDIAN

12' VARIES

(0'-12')

MATCH EXISTING MATCH EXISTING

N.T.S

48'

TYPICAL SECTIONS

MILLING & RESURFACING

STA. 11+20.00 TO STA. 13+40.00

MILLING

" AVG. DEPTH)2

MILL EXISTING ASPHALT PAVEMENT(1

RESURFACING

")2

1FRICTION COURSE FC-12.5 (TRAFFIC C) (PG 76-22) (1

E COUNTY LINE ROAD

TYPICAL SECTION

24' - 36'

VARIES

PROPOSED SIDEWALK LOCATIONS.

2) SEE ROADWAY PLANS FOR

EXTEND PAVEMENT LIFE.

ONLY AND IS NOT INTENDED TO

PERFORMED TO REPLACE STRIPES

NOTES: 1) MILLING AND RESURFACING IS

EXISTING R/W 120'

60'

EASEMENT

50' PERMANENT

60'

£ SURVEY

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TAMPA, FL 36634

$DATE$$USER$ $FILE$$TIME$

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

PUBLIC WORKS ADMINISTRATION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602 69600319

GERALD SILVA, PLS

LICENSE NUMBER 5218

NORTHWEST SURVEYING, INC.

8409 SUNSTATE STREET

CERTIFICATE OF AUTHORIZATION 5122

PROJECT CONTROL

COUNTY LINE RD AT GRAND HAMPTON DR

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TAMPA, FL 36634

$DATE$$USER$ $FILE$$TIME$

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

PUBLIC WORKS ADMINISTRATION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602 69600319

GERALD SILVA, PLS

LICENSE NUMBER 5218

NORTHWEST SURVEYING, INC.

8409 SUNSTATE STREET

CERTIFICATE OF AUTHORIZATION 5122

PROJECT CONTROL

P.E. LICENSE NUMBER 94632

AECOM TECHNICAL SERVICES, INC.

7650 WEST COURTNEY CAMPBELL CSWY

TAMPA, FL 33607

8/6/2025Aleksa.Kopanja c:\pwworking\usfl\dms19528\GNNTRD_Perm_01.dgn10:36:21 AM

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

PUBLIC WORKS ADMINISTRATION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602 69600319

COUNTY LINE RD AT GRAND HAMPTON DR

T

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ROADWAY GENERAL NOTES

KNOWN UAO’S ARE:

CONSTRUCTION, AS ESTABLISHED BY THE "UNDERGROUND FACILITY DAMAGE PREVENTION AND SAFETY ACT".

OPERATIONS, IN ORDER TO LOCATE AND IDENTIFY THEIR EXISTING UNDERGROUND FACILITIES PRIOR TO

PROVIDE TWO WORKING DAYS NOTICE TO UTILITY AGENCY/OWNER’S (UAO), AND HILLSBOROUGH COUNTY TRAFFIC 3.

INTERPOLATIONS BETWEEN THESE POINTS HAVE NOT BEEN VERIFIED.

ARE BASED ON LIMITED INVESTIGATION TECHNIQUES AND SHOULD BE CONSIDERED APPROXIMATE ONLY, THE LOCATIONS OF THE UTILITIES SHOWN IN THE PLANS (INCLUDING THOSE DESIGNATED Vv, Vh AND Vvh)

DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES AFFECTING THE WORK.

THESE PLANS, BUT DO NOT PURPORT TO BE ABSOLUTELY CORRECT. VERIFY THE LOCATION, ELEVATION, AND

SHOWN IN ACCORDANCE WITH THE BEST INFORMATION AVAILABLE AT THE TIME OF THE PREPARATION OF

LOCATION, ELEVATION, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE 2.

REQUIRED PRIOR TO CONSTRUCTION.

COMPLY WITH ALL STATE, COUNTY, AND LOCAL ORDINANCES AND OBTAIN NECESSARY WORK PERMITS THAT ARE 1.

james.barra1@verizon.com

(813) 928-9881

JAMES BARRA

MCI (VERIZON BUSINESS)

randall.james@ftr.com

(813) 892-9692

RANDALL JAMES

FRONTIER COMMUNICATIONS - TAMPA SOUTH

kimani.thomas@tampagov.net

(813) 274-7391

KIMANI THOMAS

CITY OF TAMPA WATER

linda.sansom@charter.com

(813) 918-0178

LINDA SANSOM

CHARTER COMMUNICATIONS

richard.rivera@tampagov.net

(813) 274-8957

RICHARD RIVERA

CITY OF TAMPA SEWER

kate.peters@cobbfendley.com

(815) 271-7274

KATE PETERS

ZAYO GROUP, LLC

terry.young@uniti.com

(251) 422-3872

TERRY YOUNG

UNITI FIBER LLC

jxjackson@tecoenergy.com

(813) 917-9446

JENNA JACKSON

TECO PEOPLE GAS - TAMPA

hclovett@tecoenergy.com

(813) 275-3433

HEATHER LOVETT

TAMPA ELECTRIC COMPANY

utilitycoordination@tampabaywater.org

(813) 929-2193

ROBERT MACDONNELL

TAMPA BAY WATER

ROADWAY GENERAL NOTES

INCLUDED IN THE BID PRICE FOR CLEARING AND GRUBBING.

ARBORIST AND COMPLY WITH ANSI A-300 STANDARDS. ALL EXPENSES INCURRED FOR THIS WORK WILL BE

DISTANCE AS DIRECTED BY THE COUNTY'S ENGINEER. TREE TRIMMING MUST BE PERFORMED BY A CERTIFIED

10. TREE TRIMMING MAY BE REQUIRED TO PROVIDE VERTICAL OR HORIZONTAL CLEARANCES OR ADEQUATE SIGHT

AS TO BE REMOVED.

9. ALL EXISTING DRAINAGE STRUCTURES WITHIN THE RIGHT-OF-WAY MUST REMAIN UNLESS SHOWN ON THE PLANS

FOR OFFSITE SEDIMENT TRANSPORT.

BASINS OR TRAPS TO COLLECT THE DISCHARGE FROM DEWATERING ACTIVITIES TO ELIMINATE THE POTENTIAL

RECEIVING WATERS OR WETLAND SYSTEMS DURING DEWATERING OPERATIONS. UTILIZE TEMPORARY SEDIMENT

DO NOT DISCHARGE DIRECTLY TO RECEIVING WATERS OR EXISTING CONVEYANCES THAT DISCHARGE TO 8.

PERMIT AND PREPARE A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) PER FDEP GUIDANCE.

COVERAGE UNDER THE FDEP NPDES CONSTRUCTION GENERIC PERMIT, COMPLY WITH ALL PROVISIONS OF THAT

IF AREA OF DISTURBED SOIL IS ONE (1) ACRE OR GREATER, PREPARE AND SUBMIT A NOTICE OF INTENT FOR 7.

AND AS DIRECTED BY THE COUNTY'S ENGINEER.

CONTROL DEVICES AS REQUIRED BY ACTUAL SITE CONDITIONS TO REFLECT PROJECT PHASING REQUIREMENTS, REMOVE THEM FOLLOWING SOIL STABILIZATION AND FINAL DRESSING. INSTALL AND MAINTAIN EROSION

ERECT EROSION CONTROL DEVICES PRIOR TO LAND ALTERATIONS, MAINTAIN THEM DURING CONSTRUCTION, AND 6.

WHEN UTILITY CONSTRUCTION PLANS ARE NOT INCLUDED IN THE CONTRACT PLAN SET.

UTILITY ADJUSTMENTS SHOWN IN THIS CONTRACT PLAN SET MUST BE PERFORMED BY THE UTILITY AGENCY 5.

SCHEDULE.

PRE-CONSTRUCTION CONFERENCE TO ADJUST THEIR SCHEDULES TO COINCIDE WITH THE CONSTRUCTION

COORDINATE CONSTRUCTION SCHEDULING WITH UTILITY AGENCY/OWNER’S. MEET WITH UAO’S PRIOR TO THE 4.

VISIBILITY TO THE ACTIVE SIGNALS.

MAINTAINED AT ALL TIMES. AS DIRECTED BY THE ENGINEER, SHIFT SIGNAL HEADS AS NEEDED TO PROVIDE

EXISTING STRAIN POLES, SIGNAL HEADS, AND CABINET. ENSURE VISIBILITY OF ACTIVE TRAFFIC SIGNALS ARE

INVESTIGATION TECHNIQUES AND ARE TO BE CONSIDERED APPROXIMATE ONLY. FIELD VERIFY LOCATIONS OF

20. LOCATIONS OF EXISTING SIGNALS AND EXISTING CABINET ARE BASED ON LIMITED, NOT SURVEYED,

19. ALL UTILITIES ARE TO REMAIN UNLESS OTHERWISE NOTED IN THE PLANS.

HAVE BEEN COMPLETED.

INSTALLATION OF THE SIGNAL POLE. THE DOUBLE SILT FENCE WILL BE REMOVED ONCE ALL OTHER ACTIVITIES

(EAST/WEST) FROM THE SIGNAL POLE IN ORDER TO PROTECT THE ADJACENT WETLAND AREAS DURING THE

THE SIGNAL POLE INSTALLATION. THE DOUBLE SILT FENCE SHALL EXTEND 50 FEET IN EITHER DIRECTION

18. A DOUBLE SILT FENCE WILL BE INSTALLED BETWEEN THE WETLANDS TO THE NORTH AND THE BACKSIDE OF

PROJECT INCLUDING CLEARING, VEGETATION REMOVAL, OR STORAGE OF EQUIPMENT.

17. PRIOR TO, DURING, AND AFTER CONSTRCTION, NO IMPACT WILL OCCUR TO THE WETLANDS ADJACENT TO THE

MUST BE APPROVED BY THE ENGINEER.

TRAFFIC CONTROL EXTENDING BEYOND THE LIMITS OF NEW PERMANENT CONSTRUCTION SHOWN IN THE PLANS

PAVEMENT MARKINGS PLACED ON THE EXISTING PAVEMENT. PAVEMENT MARKING PLANS FOR TEMPORARY

RESURFACING. LIMITS OF MILLING AND RESURFACING WILL EXTEND TO THE LIMITS OF ALL TEMPORARY

LIMITS OF NEW PERMANENT CONSTRUCTION SHOWN IN THE PLANS, MUST BE REMOVED BY MILLING AND

16. PAVEMENT MARKINGS PLACED ON EXITSTING PAVEMENT FOR TEMPORARY TRAFFIC CONTROL, BEYOND THE

AND CONSTRUCTION PLANS.

PLACEMENT AND INSTALLATION IN ACCORDANCE WITH THE COUNTY'S CONTRACT DOCUMENTS, SPECIFICATIONS, CONSTRUCTION ENGINEERING AND INSPECTION PERSONNEL MUST BE ON SITE TO INSPECT PAVEMENT MARKING

PLACEMENT OF TEMPORARY AND PERMANENT PAVEMENT MARKINGS ONE WEEK PRIOR TO INSTALLATION. COUNTY

15. PRE-MARK PAVEMENT MARKING REPLACEMENT AND NOTIFY THE COUNTY ENGINEER THE TIME AND DATE OF

N.A.V.D. 1988

WEST ZONE, NORTH AMERICAN DATUM OF 1983, 2011 ADJUSTMENT. ALL ELEVATIONS ARE REFERENCED TO

BEARINGS AND COORDINATES ARE REFERENCED TO THE FLORIDA STATE PLANE COORDINATE SYSTEM, FLORIDA 14.

CONSTRUCTION, UNLESS OTHERWISE NOTED.

13. ALL STATION AND OFFSET REFERENCES ARE TO [Choose one] BASELINE OF SURVEY [or] CENTERLINE OF

PHONE: (301) 713-3242

SILVER SPRING, MARYLAND 20910-3282

1315 EAST-WEST HIGHWAY

DIRECTOR, NATIONAL GEODETIC SURVEY

DAMAGE, PROJECT ENGINEER SHOULD NOTIFY;

ANY U.S.C. & G.S. MONUMENT WITHIN LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF IN DANGER OF 12.

REPAIRED TO THE SATISFACTION OF THE COUNTY'S ENGINEER AT THE CONTRACTOR’S EXPENSE.

ANY DAMAGE TO STATE, COUNTY, OR LOCAL ROADS CAUSED BY HAULING OR EXCAVATION EQUIPMENT MUST BE 11.

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$FILE$$USER$ $DATE$ $TIME$ $MODELNAME$

WINTER HAVEN, FLORIDA 33881

225 AVENUE D NW

BES INC.

P.E. NO.: 49031

DILIP K. MUNDKUR, P.E.

TAMPA, FLORIDA 33602.

601 E. KENNEDY BLVD.

PUBLIC WORKS ADMINISTRATION

COUNTY LINE RD AT GRAND HAMPTON DR

69600319

CIP NO. SHT. NO.

GENERAL

GENERAL NOTES

SIGNING AND PAVEMENT MARKINGS

PAY ITEM NOTESSIGNALIZATION

CONTROLLER

SIGNALIZATION CONDUIT / PULL BOXES

INTERCONNECT CONDUIT TRUNK

SIGNALIZATION CONDUIT / PULL BOXES

1-1" CONDUITS CONNECTED TO NEAREST PULLBOXES.

EACH MAST ARM OR STEEL STRAIN POLE FOUNDATION SHALL HAVE AT A MINIMUM OF 4-2", + 5.

OMITTED.4.

ALL CONDUIT MUST BE 2 INCH MINIMUM UNLESS OTHERWISE SPECIFIED IN PLANS.3.

THE INTERSECTION.

A MINIMUM OF FIVE CONDUITS MUST BE PROVIDED BETWEEN THE CORNERS OF EACH LEG OF 2.

BORING OR TRENCHING.

NOTE THAT NO TEST BORINGS WERE MADE WHERE CONDUIT RUNS ARE TO BE INSTALLED BY 1.

SIGNING AND PAVEMENT MARKINGS

17. OMITTED.

16. OMITTED.

15. OMITTED.

14. OMITTED.

13. OMITTED.

12. OMITTED.

RECORD.

DIRECTION OF THE CONSTRUCTION PROJECT MANAGER AND/OR THE ENGINEER OF

SIGN LOCATIONS SHOWN ARE APPROXIMATE. ANY FIELD ADJUSTMENT MUST BE AT THE 4.

UNNECESSARY DAMAGE TO THE SIGNS. DAMAGED SIGNS MUST BE REPLACED.

CAUTION MUST BE EXERCISED WHILE RELOCATING EXISTING SIGNS TO PREVENT 3.

OMITTED.2.

ALL EXISTING TRAFFIC SIGNS MUST BE MAINTAINED DURING CONSTRUCTION. 1.

OMITTED.1.

REQUIRES 15-2" CONDUITS AND 1-1" CONDUIT IN THE CONTROLLER BASE.

THE CONTROLLER CABINET BASE SHALL BE AT LEAST AS HIGH AS THE CROWN OF THE ROAD. 1.

TRAFFIC GENERAL NOTES

ENGINEERING, BOB CAMPBELL, AT (813) 235-5980.

399-2848, ERICK TIDWELL, SIGN SHOP SUPERVISOR, AT (813) 440-7253 AND TRAFFIC

CONTACT INFORMATION: TRAFFIC OPERATIONS, DARRYLE NORTON, SIGNAL SUPERVISOR AT (813) 2.

SEALED.

SAFETY CODE WILL APPLY TO ALL WORK HEREIN. THE PLAN SHEETS MUST BE SIGNED AND

UNIFORM TRAFFIC CONTROL DEVICES, NATIONAL ELECTRIC CODE AND NATIONAL ELECTRICAL

SPECIFICATIONS FOR CONSTRUCTION, FDOT TRAFFIC ENGINEERING MANUAL, MANUAL ON

TRANSPORTATION TECHNICAL MANUAL, HILLSBOROUGH COUNTY PUBLIC WORKS STANDARD

DEVICES, HILLSBOROUGH COUNTY UTILITY ACCOMMODATION GUIDE, HILLSBOROUGH COUNTY

TRAFFIC DESIGN STANDARDS, FDOT MINIMUM SPECIFICATIONS FOR TRAFFIC CONTROL

DIVISION II AND III WITH ALL APPLICABLE ADDENDUMS/CHANGES, FDOT ROADWAY AND

F.D.O.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, CURRENT EDITION 1.

POWER SERVICE FROM THE UTILITY COMPANY SHOULD BE UNDERGROUND.16.

THE PEDESTRIAN INDICATIONS MUST BE COUNTDOWN TYPE WITH HAND/MAN OVERLAY.

LED STANDARD. THE LED SIGNAL INDICATIONS MUST PROVIDE AN INCANDESCENT LOOK.

ALL SIGNAL INDICATIONS AND PEDESTRIAN INDICATIONS MUST BE LED AND MEET THE ITE 15.

AND SHALL OPEN TOWARD THE INTERSECTION (FRONT SIDE).

INTERNALLY ILLUMINATED SIGNS MUST BE DUAL FACED UNLESS MOUNTED ON THE MAST ARM 14.

IS NOT INSTALLED PER PLANS.

APPROVAL MUST BE OBTAINED FROM THE ENGINEER OF RECORD IF THE POLE FOUNDATION 13.

LANE CLOSEST TO THE MEDIAN.

THE LENGTH OF THE MAST ARM MUST EXTEND TO THE INSIDE EDGE OF THE LEFT TURN 12.

5 SECTION HEADS.

THREE SECTION HEADS OVER LEFT TURN LANES MUST BE CABLED TO SUPPORT FUTURE 4 OR 11.

OMITTED.10.

THE CONTRACTOR MUST HAVE A STATE OF FLORIDA ELECTRICAL CONTRACTOR'S LICENSE.9.

OMITTED.8.

INSTALLATION HAS PASSED CONDITIONAL ACCEPTANCE INSPECTION.

ANY EXISTING SIGNAL INSTALLATION MUST REMAIN IN OPERATION UNTIL THE NEW SIGNAL 7.

TIME TO ESTABLISH SIGNAL TIMINGS.

WEEKS IN ADVANCE OF ACTIVATING OF NEW TRAFFIC CONTROLLER TO PROVIDE SUFFICIENT

OPERATIONS AND ENGINEERING SECTIONS (813) 307-1798) MUST BE NOTIFIED AT LEAST TWO

AT LEAST 48 HOURS IN ADVANCE OF LOOP CUTTING . HILLSBOROUGH COUNTY TRAFFIC

HILLSBOROUGH COUNTY TRAFFIC OPERATIONS SECTION AT (813) 612-7900 MUST BE NOTIFIED 6.

612-7900.

BE DELIVERED TO THE HILLSBOROUGH COUNTY TRAFFIC OPERATIONS SECTION, (813)

CONTACT HILLSBOROUGH COUNTY TRAFFIC TO DETERMINE WHICH EXISTING EQUIPMENT MUST 5.

4. OMITTED.

OMITTED.3.

LINES.

CONTACT TECO FOR THEIR ASSISTANCE IN PERFORMING ALL NECESSARY WORK UNDER POWER 2.

MUST BE LOCATED AND IDENTIFIED BY PROPER AUTHORITIES AT TIME OF CONSTRUCTION.

COMPLY WITH THE SUNSHINE 811 RELATED FLORIDA STATUTES. UNDERGROUND CABLE SITES 1.

11. OMITTED.

10. OMITTED.

BE USED.

9. 665-1-11: ADA PIEZO PUSHBUTTONS WITH RAISED ARROW AND AUDIBLE INDICATION MUST

8. OMITTED.

OPTIMAL MOUNTING LOCATIONS FOR THE ABOVE GROUND DETECTION DEVICES.

TRAFFIC OPERATIONS SIGNAL SHOP AND THE MANUFACTURER DURING DESIGN TO DETERMINE

DETERMINE USE OF THIS TYPE EQUIPMENT AFTER CONFERRING WITH HILLSBOROUGH COUNTY

LISTED ON THE FDOT APPROVED PRODUCT LIST. THE ENGINEER OF RECORD WILL

HILLSBOROUGH COUNTY TRAFFIC FOR SPECIFIC UNIT ACCEPTANCE. THE UNIT SHALL BE

EQUIPMENT, CABINET, AND TRAFFIC SIGNAL CENTRAL SYSTEM. COORDINATE WITH

SYSTEM MUST BE COMPATIBLE WITH THE CURRENT HILLSBOROUGH COUNTY CONTROLLER

THE CONTROLLER CABINET TO THE CAMERA MUST HAVE NO SPLICES. THE VIDEO DETECTION

EQUIPMENT NECESSARY TO MAKE A COMPLETE AND ACCEPTABLE SYSTEM. THE CABLE FROM

VIDEO PROCESSORS, INTERFACE UNITS, CABLING, BRACKETS, HANGERS, AND ANY ADDITIONAL

ULTRA-WIDE ANGLE LENS CAMERA. EQUIPMENT WILL INCLUDE THE WIDE ANGLE CAMERA,

INSTALL A WIDE ANGLE SINGLE-CAMERA VIDEO DETECTION SYSTEM THAT UTILIZES SINGLE

7. 660-4-11 AND 660-4-12: MUST INCLUDE ALL LABOR AND MATERIALS TO FURNISH AND

LISTED ON THE FDOT APPROVED PRODUCT LIST.

TRAFFIC OPERATIONS SIGNAL SHOP FOR SPECIFIC UNIT ACCEPTANCE. THE UNIT MUST BE

CABINET, AND TRAFFIC SIGNAL CENTRAL SYSTEM. COORDINATE WITH HILLSBOROUGH COUNTY

MUST BE COMPATIBLE WITH THE CURRENT HILLSBOROUGH COUNTY CONTROLLER EQUIPMENT,

CONTROLLER CABINET TO THE CAMERA MUST HAVE NO SPLICES. VIDEO DETECTION SYSTEM

NECESSARY TO MAKE A COMPLETE AND ACCEPTABLE SYSTEM. THE CABLE FROM THE

INTERFACE UNITS, CABLING, BRACKETS, HANGERS, AND ANY ADDITIONAL EQUIPMENT

CONVENTIONAL VIDEO DETECTION SYSTEM INCLUDING VIDEO CAMERAS, VIDEO PROCESSORS,

6. 660-4-11 AND 660-4-12: MUST INCLUDE LABOR AND MATERIALS TO FURNISH AND INSTALL A

COMPARTMENT HAND HOLE FOR ALL MAST ARMS.

5. 649-21-9: MUST INCLUDE 7" MIN. - 8 1/2" MAX. BY 2' MIN. - 2'-6" MAX. TERMINAL

4. 646-1-11: MUST INCLUDE BREAKAWAY SUPPORT (TRANSFORMER TYPE BASE).

LOAD OF 22,500 (DESIGN)/33,750 (FEET) LBS.

OF 15,000 (DESIGN)/22,500 (TEST) LBS. THE PULLBOX MUST HAVE A MINIMUM DESIGN/TEST

THE PULLBOX COVER/LID MUST BE HEAVY DUTY AND HAVE A MINIMUM DESIGN/TEST LOAD

3. 635-2-14: MUST BE 17"X30"X18" UNLESS DESIGNATED FOR LIGHTING AND ELECTRIC SERVICE.

2. OMITTED.

1. OMITTED.

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JORGE A. GUERRA RODRIGUEZ, P.E.

P.E. LICENSE NUMBER 94632

AECOM TECHNICAL SERVICES, INC.

7650 WEST COURTNEY CAMPBELL CSWY

TAMPA, FL 33607

8/6/2025Aleksa.Kopanja c:\pwworking\usfl\dms19528\PLANRD_Perm_01.dgn8:44:45 AM

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

PUBLIC WORKS ADMINISTRATION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602 69600319ROADWAY PLAN

COUNTY LINE RD AT GRAND HAMPTON DR

U

GAS

U

SD

SDSD

WATER

WATER

SAN

WATER

U

U

ONLY

ON

LY

1-1-1-4

1-1-1-5

1-1-1-21-1-1-3 1-1-1-1

2-1-1-4

2-1-1-5

2-1-1-3

2-1-1-6

2-1-1-2

3-1-1-4 4-1-1-3

4-1-1-4

4-1-1-5

1-1-1-6

THTH

TH

2-1-1-1

TH

TH

TH

TH

TH

THTHTH

TH

GAS TO REMAIN

TECO HIGH PRESSURE GAS MAIN

WATER

WATER

SAN

WATER

TH

4-1-1-6

TH

TH

TH

4-1-1-1

TH

4-1-1-2

TH

TH

TH

3-1-1-3

TH

3-1-1-5

TH

3-1-1-1

TH3-1-1-6

TH

3-1-1-7

ELEC

TO REMAIN

TECO HIGH PRESSURE GAS MAIN

TH

3-1-1-2

EXIST. R/W

51.00' (RT)

+01.27

57.00' (RT)

+90.40

12.13' (LT)

+82.70

42.91' (RT)

+10.38

11.93' (LT)

+40.00

24.29' (RT)

+40.00

N

12.02' (LT)

+20.00

¡ CONST. GRAND HAMPTON DR

STA. 26+04.44

£ SURVEY COUNTY LINE RD

STA. 12+50.00

EXIST. R/W

EXIST. R/W

£ CONST. GRAND HAMPTON DR

STA. 24+00.00

£ CONST. COUNTY LINE RD

STA. 12+61.59

£ SURVEY COUNTY LINE RD.

REMOVED

TREE TO BE

EXISTING DECORATIVE PAVERS

51.00' (RT)

+88.70

51.00' (RT)

+98.30

9.33' (LT)

+34.34

¡ CONST. GRAND HAMPTON DR.

EXISTING CONCRETE HEADER

EXISTING CONCRETE HEADER

35.02' (RT)

+20.00

18.13' (LT)

+82.70

41.92' (RT)

+16.38

18.13' (LT)

+88.70

12.13' (LT)

+88.70 18.02' (LT)

+10.38

12.02' (LT)

+10.38

%2

% 12.02' (LT)

+16.38

18.02' (LT)

+16.38

45.89' (LT)

+64.11

45.89' (LT)

+29.19

SEE STD. PLAN 522-002

INSTALL DETECTABLE WARNINGS

SEE STD. PLAN 522-002

INSTALL DETECTABLE WARNINGS

MATCH EXIST. +33.62 36.20' (LT)

END TYPE F C & G (DROP)

71.35' (RT)

+11.81

SEE STD. PLAN 522-002

INSTALL DETECTABLE WARNINGS

57.00' (RT)

+88.70

57.00' (RT)

+86.86

71.35' (RT)

+74.37

MATCH EXIST.

+74.31, 71.41' (RT)

MATCH EXIST.

+70.19, 67.01' (RT)

52.64' (RT)

+82.70

51.00' (RT)

+82.70

41.46' (RT)

+82.70

38.75' (RT)

+64.85

63.33' (RT)

+64.85

10.07' (RT)

+34.65

SEE STD. PLAN 522-002

INSTALL DETECTABLE WARNINGS

69.19' (RT)

+87.50

69.19' (RT)

+09.48

57.00' (RT)

+01.27

79.99' (RT)

+22.41

27.01' (RT)

+28.75

MATCH EXIST.

+27.23, 72.03' (RT)

70.69' (RT)

+28.75

62.40' (RT)

+16.38

29.97' (RT)

+16.38

MATCH EXIST. +35.16 35.44' (RT)

BEGIN TYPE F C & G.(DROP)

MATCH EXIST. +68.10 80.12 (LT)

BEGIN TYPE F C & G (DROP)

MATCH EXIST. +78.08 84.96 (RT)

END TYPE F C & G (DROP)

EXIST. R/W

EXIST.

DRAINAGE EASEMENT

EXIST.

DRAINAGE EASEMENT

EXIST.

DRAINAGE EASEMENT

EXIST.

DRAINAGE EASEMENT

10 40

Feet

MILLING & RESURFACING LIMITS

CONST. 6' CONC. SW

SEE STD. PLAN 522-002

INSTALL DETECTABLE WARNINGS

STA. 11+20.00

BEGIN PROJECT

E COUNTY LINE RD

E COUNTY LINE RD

STA. 13+40.00

END PROJECT

LEGEND

H

A M

P T

G R

A N

D

H A

M P

T

G R

A N

D

SEE STD. PLAN 522-002

INSTALL DETECTABLE WARNINGS

CONST. 6' CONC. SW

SEDIMENT BARRIER

10 11 12 13 14 15

PT STA. 25+44.62

CURVE DATA BL_GRHAMP_1

PI STA. = 24+00.00

T = 280.94

L = 204.44

R = 900.00

PC STA. = 24+00.00

PT STA. = 25+44.62

VDZ-5

V D

Z

R

V D

Z

R

12+00 13+00 14+00

U

GAS

U

WATER

WATER

WATER

U

U

ONLY

ON

LY

GAS

WATER

WATER

SAN

WATER

ELEC

4 4

P

P

P4

P4 P4

P4

EA

B

VDZ-2

VDZ-6

VDZ-6R

V

B

T

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$FILE$$USER$ $DATE$ $TIME$ $MODELNAME$

WINTER HAVEN, FLORIDA 33881

225 AVENUE D NW

BES INC.

P.E. NO.: 49031

DILIP K. MUNDKUR, P.E.

TAMPA, FLORIDA 33602.

601 E. KENNEDY BLVD.

PUBLIC WORKS ADMINISTRATION

COUNTY LINE RD AT GRAND HAMPTON DR

69600319

CIP NO. SHT. NO.

SIGNAL HEAD DETAILS

3-SECT., 1-WAY

6 AS

R

Y

G

650-1-14

4-SECT., 1-WAY

1 AS

R

FY

G

SY

650-1-16

2 4 6 5

SIGNAL TO BE REMOVED

EXISTING TEMPORARY

TF 1 TF 2 TF 3

PHASE 3

S.O.P 12

PHASE 1 PHASE 2

2 6 4 52

4 4

SPEED LIMIT

45 MPH

25 MPH

45 MPH

ROAD

COUNTY LINE

ROAD

COUNTY LINE

GRAND HAMPTON DR

EL: 47.55

43.89' LT

STA. 12+45.27

POLE LOCATION 1

630-2-11

649-21-91 EA

630-2-11

649-21-3 1 EA

635-2-142 EA

632-7-1 1 PI

SIGNALIZATION PLAN

630-2-12

630-2-12

630-2-11

16.71' LT.

STA. 13+09.61

PED POLE

38.67' RT.

STA. 13+09.64

PED POLE

58.16' RT.

STA. 12+96.35

PED POLE

57.76' RT.

STA. 11+97.70

PED POLE

47.32' RT.

STA. 11+81.96

PED POLE

17.54' LT.

STA. 11+81.75

PED POLE

630-2-11

635-2-14

646-1-11

653-1-11

665-1-11

2 EA

1 EA

1 EA

1 AS

630-2-11

635-2-14

646-1-11

653-1-11

665-1-11

2 EA

1 EA

1 EA

1 AS

630-2-11

646-1-11

653-1-11

665-1-11

1 EA

1 EA

1 AS

630-2-11

635-2-14

646-1-11

653-1-11

665-1-11

2 EA

1 EA

1 EA

1 AS

646-1-11

653-1-11

665-1-11

1 EA

1 EA

1 AS

630-2-11

630-2-11

630-2-11

635-2-14

646-1-11

653-1-11

665-1-11

2 EA

1 EA

1 EA

1 AS

R/W LINE

R/W LINE

R/W LINE

R/W LINE

PED. SIGNAL

COUNT-DOWN

1-SECT., 1-WAY

6 AS

653-1-11

P4 P6

COUNTY LINE ROAD

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

GRAND HAMPTON DRIVE

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

(SEC)

DELAY

DZ-2

DZ-6

DZ-6R

ZONES

DETECTION

10V-1

ALL RED

RECALL

CONTROLLER TIMINGS

DUAL ENTRY

DET. CROSS SWITCH

DETECTOR MEMORY

FLASHING DON'T WALK

WALK

MAX I

ADJUST BY

YELLOW

MAX II

EXT

MIN GREEN

MAX LIMIT

DIRECTION

TURN TYPE

(CONTROLLER PHASE ø)

MOVEMENT #

54 6

NB EBT

3.4 4.8 3.4

3.4 4.7 4.7

WBT WBL

4.8

4.7

20 207 7

3.0 3.0 3.0 3.0

30 3025 25

35 30 30 35

MIN MIN

TURNING

VEHICLES

STOP FOR

700-3-201 1 EA

30" X 30"

R10-15A

SIGN E

108" X 24"

SIGN A

1 EA700-5-22 700-5-22 1 EA

660-4-11

660-4-12

1 EA

1 EA

PROTPROT PROT

PERM

PROT/

7.0 7.0 7.0 7.0

178.0

P6

P4

P4

643-600 2 EA

PROPOSED POLE MOUNTED CABINET

676-1-131 1 AS

1-SECT., 1-WAY

R

650-1-11

6 ASASSEMBLIES (TYP.)

FLASHING SIGNAL BEACON

FOR ONE SECTION ONE-WAY

PROP. SIGNAL/POWER CABLES

632-7-6 1 PI

ARM-1

COUNTY LINE ROAD

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

GRAND HAMPTON DRIVE

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

R10-03I

2 EA

R10-03I

2 EA

R10-03I

1 EA

1 EA

R10-03I

ARM-2

EL: 51.04

3.92' LT

STA. 12+45.96

EL: 50.48

54.74' RT

STA. 13+09.26

POLE LOCATION 2

EL: 50.70

17.12' RT

STA. 13+08.22

EL: 47.61

42.77' LT

STA. 12+80.89

CABINET TO REMOVED

EXISTING CONTROLLER

1 AS

630-2-11

7 LF @ 2 RUNS

670-5-600

2 LF @ 2 RUNS

60 LF @ 5 RUNS

114 LF @ 5 RUNS

8 LF @ 2 RUNS

95 LF @ 2 RUNS

22 LF @ 2 RUNS

19 LF @ 2 RUNS

8 LF @ 2 RUNS

9 LF @ 2 RUNS

CONTROLLER CABINET

PROPOSED TRAFFIC

632-7-1

660-4-11

670-5-111

684-1-1

685-1-13

685-2-1

1 PI

1 EA

1 AS

1 EA

1 EA

1 EA

ACTUAL LPI TIME.

WITH 10 SECONDS LPI TIME FOR P4. COORDINATE WITH HILLSBOROUGH COUNTY FOR

8. PEDESTRIAN MOVEMENTS TO BE OPERATED AS LEADING PEDESTRIAN INTERVALS (LPI'S)

7. RESTRICT LEFT TURNS WHEN PED MOVEMENTS ARE BEING SERVICED.

WOODEN POLES.

6. CONTACT HILLSBOROUGH COUNTY TO RETURN TEMPORARY SIGNAL EQUIPMENT INCLUDING

NOT OBSTRUCTED FROM SURROUNDING FOLIAGE.

CONTROLLER CABINET WHEREVER FEASIBLE. ENSURE THAT THE SOLAR PANELS ARE

5. MOUNT THE SOLAR CABINET ON THE SIGNAL POLE THAT IS NEAREST TO THE SIGNAL

ASSEMBLIES.

SUCH AS ONE-SECTION ONE WAY OR A ONE SECTION FOUR-WAY FLASHING BEACON

SIGNAL SHOP FOR INSTALLATION OF ALTERNATIVE SIGNAL HEAD CONFIGURATIONS

EACH APPROACH. CONTRACTOR SHALL COORDINATE WITH HILLSBOROUGH COUNTY

4. SCHEMATIC SHOWN IS FOR MOUNTING ONE SELECTION TWO-WAY SIGNAL HEAD FOR

AND ADJUSTABLE HANGER.

3. FLASHING SIGNAL BEACON ASSEMBLY PAY ITEM INCLUDES COST FOR DISCONNECT

MAXIMUM SUN EXPOSURE.

2. MOUNT TWO 90 WATT SOLAR PANELS ON CHOSEN STRAIN POLE POSITIONED FOR

MINOR ROAD IS GRAND HAMPTON DRIVE (MOVEMENT 4).

1. MAJOR ROAD IS COUNTY LINE ROAD (MOVEMENTS 2, 5 & 6) AND

CONTROLLER OPERATIONS:

108" X 24"

SIGN B (DOUBLE SIDED)

1"=40'

(HV, LV, 3 SPARE)

(HV, LV, 3 SPARE)

TO REMAIN

EXISTING SERVICE POLE

630-2-11

1 RUN OF 1"

6 LF @ 4 RUNS OF 2"

1 RUN OF 1"

OF 2"

5 LF @ 4 RUNS

630-2-11

635-2-14 2 EA

5 LF @ 2 RUNS

2 EA635-2-14

MOUNT 360 DEGREE CAMERA ON POLE

CABINET PAY ITEM INCLUDES FURNISH AND INSTALL COST FOR SOLAR PANELS.

PATTERN WITH MAIN STREET & SIDE STREET ALTERNATING FLASH. SOLAR

WILL ACTIVATE AND FLASH THE FOUR-WAY RED INDICATIONS IN A WIG WAG

CONTROLLER CABINET. UPON LOSS OF ALL AC POWER, SOLAR ASSEMBLY

TERMINATION POINTS. RELAY MONITORS AC POWER IN TRAFFIC SIGNAL

100-05 AH BATTERIES, SOLAR REGULATOR, FLASHER, RELAY, AND

1. POLE MOUNTED WIG WAG SOLAR CABINET PAY ITEM INCLUDES TWO

SOLAR CABINET NOTES:

DETECTION

VIDEO

35 LF @ 1 RUN

16 LF @ 1 RUN

630-2-11 7 LF @ 1 RUNS

CAUTION: GAS MAIN IN VICINITY

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$FILE$$USER$ $DATE$ $TIME$ $MODELNAME$

WINTER HAVEN, FLORIDA 33881

225 AVENUE D NW

BES INC.

P.E. NO.: 49031

DILIP K. MUNDKUR, P.E.

TAMPA, FLORIDA 33602.

601 E. KENNEDY BLVD.

PUBLIC WORKS ADMINISTRATION

COUNTY LINE RD AT GRAND HAMPTON DR

69600319

CIP NO. SHT. NO.

12+00

GAS

P4

VDZ-6

WATER

WATER

WATER

P

P4

VDZ-5

R

13+00

P4

VDZ-2

V D

Z

R

CONCRETE

SANSAN

P

P4

B

B

& DETECTOR LOCATION

PED SIGNAL POLE

30" X 48" FLAT AREA 30" X 48" FLAT AREA

& DETECTOR LOCATION

PED SIGNAL POLE

& DETECTOR LOCATION

PED SIGNAL POLE

30" X 48" FLAT AREA

& DETECTOR LOCATION

PED SIGNAL POLE

30" X 48" FLAT AREA

PEDESTRIAN POLE DETAILS

N N

N N

1"=10' 1"=10'

1"=10' 1"=10'

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$FILE$$USER$ $DATE$ $TIME$ $MODELNAME$

WINTER HAVEN, FLORIDA 33881

225 AVENUE D NW

BES INC.

P.E. NO.: 49031

DILIP K. MUNDKUR, P.E.

TAMPA, FLORIDA 33602.

601 E. KENNEDY BLVD.

PUBLIC WORKS ADMINISTRATION

COUNTY LINE RD AT GRAND HAMPTON DR

69600319

CIP NO. SHT. NO.

G

Y

R

G

Y

R

G

Y

R

G

Y

R

G

Y

R

AC

124 3

H1

W1

SIGN A

W2

SIGN BSIGN C

W3

H3 H2

B

H4

D

SIGN D

W4

W5

S I G

N

E

E H5

LONGEST ARM FOR DOUBLE ARM POLE.

ARM NO. 1 - SINGLE ARM POLE OR

(ARM M.H.)

HEIGHT

MOUNTING

ARM

DIRECTION FROM ARM NO. 1.

TO BE MEASURED IN A COUNTERCLOCKWISE

ARM NO. 2 - DOUBLE ARM POLE ORIENTATION

ELEVATION

TOP OF FOUNDATION

MAST ARM TABULATION

* DENOTES NUMBER OF SECTIONS IN SIGNAL HEAD ASSEMBLY

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 DISTANCE FROM POLE / HEIGHT AND WIDTH OF SIGN

COLOR

PAINT

1 * 2 * 3 * 4 * 5 * 6 ^ 7 * A H1 W1 B H2 W2 C H3 W3 D4 H4 W4 E5 H5 W5

1 T-3 12+45.27, 43.89' LT 49.05' 1 51.04' N N V Y N 32.3 3 35.0 1 37.8 3 40.6 1 46.8 4 50.0' 22'

--- ----- -------------- ------- 2 47.61' N N V Y N 19.45' 3 23.90' 1 29.6 1 33.5 3 50.0' 90 7.63' 2.0' 9.0' 15.21' 2.5' 2.5'

2 T-3 13+09.26, 54.74' RT 50.98' 1 50.70' N N V Y N 22.82' 1 26.48' 3 30.50' 1 35.39' 3 40.0' 22'

V - VIDEO DETECTION R-RADAR DETECTOR

99984

999839998383

999102999352999124

999154

999153999153153

999502

R

W

1:6

12'-0"

12' 12'

4.64'

.0

8.00'

1.68' 1.68'

FACING WESTBOUND DIRECTION

SIGN D

99984

999839998383

999102999352999124

999154

999153999153153

999502

R

W

1:6

12'-0"

12'

SIGN C

12'

4.64'

.0

8.00'

1.68'1.68'

$USER$

SIGN CROSS SECTIONS

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$FILE$$USER$ $DATE$ $TIME$ $MODELNAME$

WINTER HAVEN, FLORIDA 33881

225 AVENUE D NW

BES INC.

P.E. NO.: 49031

DILIP K. MUNDKUR, P.E.

TAMPA, FLORIDA 33602.

601 E. KENNEDY BLVD.

PUBLIC WORKS ADMINISTRATION

COUNTY LINE RD AT GRAND HAMPTON DR

69600319

CIP NO. SHT. NO.

0 1010 20 30 40 50 60 70 80 90 100 110

120130

-2

VERT 1'' = 10'

HORIZ 1'' = 10'

010203040506070 10 20 30 40 508090

(775' AWAY FROM STOP BAR AT 11+75.00)

4+00.00

(1000' AWAY FROM STOP BAR AT 13+23.00)

23+23.00

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$FILE$$USER$ $DATE$ $TIME$ $MODELNAME$

WINTER HAVEN, FLORIDA 33881

225 AVENUE D NW

BES INC.

P.E. NO.: 49031

DILIP K. MUNDKUR, P.E.

TAMPA, FLORIDA 33602.

601 E. KENNEDY BLVD.

PUBLIC WORKS ADMINISTRATION

COUNTY LINE RD AT GRAND HAMPTON DR

69600319

4.6" 84.6" 6.8"

8'-0"

6"

8"E

7"

8"

7"

6"D

6"

6"

8"E

7"

8"D

7"

6"D

6"

BORDER

R=3"

6.8" 84.7" 4.5"

8'-0"

6"

8"E

22"

6"D

6"

6"

8"E

7"

8"D

7"

6"D

6"

21"

8"

19"

BORDER

R=3"

SIGN C 1

8'-0" 1.25" none

4'-0" 3"

White White

Green

G

6.79 r

14.79 a

19.03 n

25.27 d

31.35

H

44.31 a

52.23 m

58.47 p

68.15 t

73.67 o

77.91 n

84.23

L

82.4

D

36.68 r

43.72 i

47.72 v

49.96 e

56.28

L

24.32

N

22.2

E

27.72

X

32.04

T

36.6

S

46.32

I

51.42

G

53.7

N

59.1

A

64.08

L

70.08

L

51.6

AR_Type D 79.45 19 8 12270

SIGN D 1

8'-0" 1.25" none

4'-0" 3"

White White

Green

G

6.8 r

14.8 a

19.04 n

25.28 d

31.36

H

44.32 a

52.24 m

58.48 p

68.16 t

73.68 o

77.92 n

84.24

L

82.4

D

36.64 r

43.68 i

47.68 v

49.92 e

56.24

L

24.32

N

22.2

E

27.72

X

32.04

T

36.6

S

46.32

I

51.42

G

53.7

N

59.1

A

64.08

L

70.08

L

51.6

AR_Type D 4.56 19 8 1290

TH=1.25"

TH=1.25"

GUIDE SIGN WORKSHEET

12+54.38

5.8 96.44 5.76

108"

3.2

8EM

3.59

6E

3.21

3.2

8EM

3.55

6E

3.25

3.2

8EM

12.8

BORDER

R=1.75"

TH=1.25"

9'-0" 1.25"

2'-0" 1.75"

White White

Green

C

5.8 o

13.8 u

21.72 n

30.2 t

37.88 y

43.72

L

55.52 i

63.2 n e

75.76

R

89.04 d

96.96

L

96.44

6.17

11.87

17.75

23.99

L

22.86

72.89

78.59

84.47

90.71

L

22.86

SIGN A

3.76 100.47 3.77

108"

3.3

8EM

3.45

6E

3.25

3.3

8EM

12.7

BORDER

R=1.75"

TH=1.25"

NO. OF LIGHT FIXTURES FIXTURE SPACING PHOTOMETRIC CURVE WATT VOLTAGE

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

NO. OF LIGHT FIXTURES FIXTURE SPACING PHOTOMETRIC CURVE WATT VOLTAGE NO. OF LIGHT FIXTURES FIXTURE SPACING PHOTOMETRIC CURVE WATT VOLTAGE

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY COPY

COPY

SPACE

SPACE

COPY

SPACE

SPACE

COPY

SPACE

COPY

COPY

SPACE

NO. OF LIGHT FIXTURES FIXTURE SPACING PHOTOMETRIC CURVE WATT VOLTAGE

COPY

SPACE

SPACE

COPY

SPACE

SPACE

COPY

SPACE

COPY

SPACE

SIGN C

18'

W6X12

10.79'

SIGN NAME

COLUMN SIZE

QTY

WIDTH

HEIGHT

LEGEND

COLOR

WIDTH

RADII

COLOR

PANEL BORDER

SYMBOL(S) ANGLE X Y

STATION(S)

NO.

SIGN

WID HT

NO.

SIGN

LENGTH

AVERAGE

CLEARANCE

LANE

EDGE OF

POSTS

NO. OF

QTY

WIDTH

HEIGHT

LEGEND

COLOR

WIDTH

RADII

COLOR

SIGN

WID HT

NO.

SIGN

LENGTH

AVERAGE

CLEARANCE

LANE

EDGE OF

QTY

WIDTH

HEIGHT

LEGEND

COLOR

WIDTH

RADII

COLOR

SIGN

WID HT

NO.

SIGN

LENGTH

AVERAGE

CLEARANCE

LANE

EDGE OF

SIGN D

18'

W6X12

10.79'

QTY

WIDTH

HEIGHT

LEGEND

COLOR

WIDTH

RADII

COLOR

SIGN

WID HT

NO.

SIGN

LENGTH

AVERAGE

CLEARANCE

LANE

EDGE OF

POSTS

NO. OF

SIGN B 1

108" 1.25"

13+09.26

24" 1.75"

White White

BLUE

G

3.76 r

12.64 a

17.84 n

26.32 d

34.08

40.96

49.11 a

57.59 m

66.07 p

78.07 t

85.03 o

91.03 n

98.95

L

100.47

D

35.36 r

41.36 i

44.78 v

46.52 e

51.26

L

19.62

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

GAS

U

SAN

U

U

ONLY

ON

LY

T

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$FILE$$USER$ $DATE$ $TIME$ $MODELNAME$

WINTER HAVEN, FLORIDA 33881

225 AVENUE D NW

BES INC.

P.E. NO.: 49031

DILIP K. MUNDKUR, P.E.

TAMPA, FLORIDA 33602.

601 E. KENNEDY BLVD.

PUBLIC WORKS ADMINISTRATION

COUNTY LINE RD AT GRAND HAMPTON DR

69600319

CIP NO. SHT. NO.

24" WHITE

12" WHITE

12" WHITE

24" WHITE

+23

+18

+07

24" WHITE

+58

24" WHITE

+75

+07

24" WHITE

+98

+81

+91

12" WHITE

+86

@ 30' SPACING

18" YELLOW

6" WHITE

Y/Y RPM'S AT 30' SPACING

6" DOUBLE YELLOW WITH

Y/Y RPM'S

6" DOUBLE YELLOW WITH

MARKINGS

SIGNING AND PAVEMENT

R/W LINE

R/W LINE

775'

N

700-2-113 1 EA

96" X 48"

SIGN C

700-2-113 1 EA

96" X 48"

SIGN D

VEHICLES

TURNING

STOP FOR

V E

H

IC

L E S

T U

R N

IN

G

S T

O P

F O

R

+50 +25

1 EA700-1-111

STA. 11+60.93

30" X 30"

R10-15A

1 EA700-1-111

STA. 12+91.12

30" X 30"

R10-15A

RPMS @ 40

6" DOUBLE YELLOW Y/Y

RPMS @ 20

6" WHITE W/R

RPMS @ 20

6" WHITE W/R

1"=40'

1000'

1. NEXT SIGNAL SIGNS TO BE PLACED 775' AND 1000' FROM THE STOP BAR AS SHOWN IN THIS SHEET.

NOTE:

RPMS @ 4' WITHIN PAINTED MEDIAN

YELLOW Y/Y

18" X 18"

OM1-1

700-1-111

3 EA

700-1-111

1 EA

48" X 24"

W1-7

P.E. LICENSE NUMBER 94632

AECOM TECHNICAL SERVICES, INC.

7650 WEST COURTNEY CAMPBELL CSWY

TAMPA, FL 33607

10/14/2025guerraj c:\pwworking\usfl\dms19528\TCGNRD_Perm_01.dgn10:02:17

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

PUBLIC WORKS ADMINISTRATION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602 69600319

COUNTY LINE RD AT GRAND HAMPTON DR

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TEMPORARY TRAFFIC CONTROL GENERAL NOTES

CONTROL PLAN

TEMPORARY TRAFFIC

DISPLAY 1 DISPLAY 2

(DATE)

BEGINS

DISPLAY 1

AHEAD

CLOSED

LANE

WORK

SECTION

INTER-

AND PLACED SEVEN (7) DAYS PRIOR TO START OF CONSTRUCTION

SIGNS TO BE PLACED 500' IN ADVANCE OF CONSTRUCTION ZONE (ON EACH LEG)

DISPLAY 1 DISPLAY 2

AHEAD

CLOSED

ROAD

STOP

TO

PREPARE

PHASE NOTES

DISPLAY 2

STOP

TO

PREPARE

OR JOE MCKENNA 813-415-9696.

TCCPERMIT. EMAIL PLANS OR QUESTIONS TO TCCPERMITS@HCFL.GOV LISA STROUT 813-298-3027

HTTPS://HCFL/BUSINESS/PERMITS-AND-RECORDS/PERMITS/APPLY-FOR-A-TEMPORARY-TRAFFIC-CONTROL-

REQUIRED FOR EACH COUNTY ROADWAY, APPLY 5-DAYS PRIOR TO STARTING WORK

A SEPARATE HILLSBOROUGH COUNTY TCC PERMIT WILL BE REQUIRED AND A SEPARATE PERMIT WILL BE4.

CONSTRUCTION.

ACCESS TO ADJACENT PROPERTIES AND SIDE STREETS MUST BE MAINTAINED BY THE CONTRACTOR DURING ALL PHASES OF 3.

PUBLIC AND ALL WORKING PERSONEL

FURNISH ALL NECESSARY TRAFFIC CONTROL PRODUCTS ON THE APL REQUIRED TO ENSURE THE SAFETY OF THE TRAVELING 2.

DEVELOPING THE MAINTENANCE OF TRAFFIC PLAN

· UTILIZE STANDARD PLAN INDEX 102-600 AND THE APPLICABLE STANDARD PLANS IN THE 102-6”XX” SERIES IN

FACILITIES ARE IMPACTED.

· PROVIDE TEMPORARY TRAFFIC CONTROL FOR BICYCLISTS AND PEDESTRIANS WHEN EXISTING BICYCLE AND PEDESTRIAN

CONSTRUCTION DATE.

· PROVIDE PORTABLE CHANGEABLE MESSAGE SIGNS (PCMS) ONE WEEK IN ADVANCE NOTIFYING THE START OF

· NO LANE CLOSURE RESTRICTIONS WILL BE ALLOWED BETWEEN THE HOURS OF 9:00 AM TO 4:00 PM.

· MAINTAIN THE EXISTING NUMBER OF LANES AND 2-WAY TRAFFIC AT ALL TIMES.

· WORK ZONE SPEED LIMIT = 25 MPH (GRAND HAMPTON DRIVE)

· WORK ZONE SPEED LIMIT = 45 MPH (COUNTY LINE ROAD)

· THE REGULATORY SPEED MUST REMAIN THE SAME AS THE EXISTING POSTED SPEED LIMIT.

PLAN:

SECTION 0102 MAINTENANCE OF TRAFFIC. USE THE FOLLOWING INFORMATION IN DEVELOPING A MAINTENANCE OF TRAFFIC

MAINTENANCE OF TRAFFIC MUST BE IN ACCORDANCE WITH HILLSBOROUGH COUNTY PUBLIC WORKS STANDARD SPECIFICATIONS, 1.

AND SHALL REMAIN IN PLACE WHILE WORKERS ARE PRESENT

FOR EVERY PHASE THAT INVOLVES A LANE CLOSURE AND FLAGGER OPERATION

SIGNS TO BE PLACED 500' IN ADVANCE OF CONSTRUCTION ZONE (ON EACH LEG)

DURING PHASE 2 AND SHALL REMAIN IN PLACE WHILE WORKERS ARE PRESENT

SIGNS TO BE PLACED 500' IN ADVANCE OF CONSTRUCTION ZONE (ON EACH LEG)

TEMPORARY SIGNAL AND CONSTRUCT SIDEWALK AT THE SOUTHWEST QUADRANT OF THE INTERSECTION.

2. UTILIZE STANDARD PLANS INDEX 102-601, INDEX 102-602, AND INDEX 102-625 TO REMOVE

1. PLACE ADVANCED WARNING SIGNS IN ACCORDANCE WITH APPLICABLE STANDARD PLANS INDEX.

PHASE 5 - TEMPORARY SIGNAL REMOVAL

INSTALL PROPOSED PAVEMENT MARKINGS AS SHOWN IN THE PLANS.

LANES, AND MEDIAN AS NEEDED TO MILL EXISTING ASPHALT TO REMOVE EXISTING PAVEMENT MARKINGS, RESURFACE, AND

3. UTILIZE STANDARD PLANS INDEX 102-603, INDEX 102-604, AND INDEX 102-615 TO CLOSE INTERSECTION LANES, AUXILIARY

2. PLACE ADVANCED WARNING SIGNS IN ACCORDANCE WITH APPLICABLE STANDARD PLANS INDEX.

1. ALL STAGES IN THIS PHASE ARE TO OCCUR DURING OFF-PEAK HOURS (10:00 PM TO 6:00 AM ONLY).

PHASE 4 - MILLING / RESURFACING, SIGNING AND PAVEMENT MARKINGS

3. UTILIZE STANDARD PLANS INDEX 102-604 TO INSTALL POLE 2 MAST ARMS AND SIGNAL HEADS.

2. PLACE ADVANCED WARNING SIGNS IN ACCORDANCE WITH APPLICABLE STANDARD PLANS INDEX.

1. ALL STAGES IN THIS PHASE ARE TO OCCUR DURING OFF-PEAK HOURS (10:00 PM TO 6:00 AM ONLY).

PHASE 3 - POLE 2 MAST ARMS

3. UTILIZE STANDARD PLANS INDEX 102-604 TO INSTALL POLE 1 MAST ARMS AND SIGNAL HEADS.

2. PLACE ADVANCED WARNING SIGNS IN ACCORDANCE WITH APPLICABLE STANDARD PLANS INDEX.

1. ALL STAGES IN THIS PHASE ARE TO OCCUR DURING OFF-PEAK HOURS (10:00 PM TO 6:00 AM ONLY).

PHASE 2 - POLE 1 MAST ARMS

INTERSECTION, DETECTABLE WARNINGS, ADA RAMPS, AND ANY OTHER ITEMS LOCATED OUTSIDE OF THE TRAVELED WAY.

FOUNDATIONS, SIGNAL POLES, CONTROLLER CABINET, CONDUITS, SIDEWALK AT THE SOUTHEAST QUADRANT OF THE

2. UTILIZING STANDARD PLANS INDEX 102-601 AND INDEX 102-602, CONSTRUCT CURB AND GUTTER (DROP), SIGNAL

1. PLACE ADVANCED WARNING SIGNS IN ACCORDANCE WITH APPLICABLE STANDARD PLANS INDEX.

PHASE 1 - WORK ZONE LOCATED OUTSIDE THE TRAVELED WAY

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JORGE A. GUERRA RODRIGUEZ, P.E.

P.E. LICENSE NUMBER 94632

AECOM TECHNICAL SERVICES, INC.

7650 WEST COURTNEY CAMPBELL CSWY

TAMPA, FL 33607

$DATE$$USER$ $FILE$$TIME$

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

PUBLIC WORKS ADMINISTRATION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602 69600319

COUNTY LINE RD AT GRAND HAMPTON DR

UTILITY ADJUSTMENTS

1-1-1-4

1-1-1-5

1-1-1-21-1-1-3 1-1-1-1

2-1-1-4

2-1-1-5

2-1-1-3

2-1-1-6

2-1-1-2

3-1-1-4 4-1-1-3

4-1-1-4

4-1-1-5

1-1-1-6

THTH

TH

2-1-1-1

TH

TH

TH

TH

TH

THTHTH

TH

GAS TO REMAIN

TECO HIGH PRESSURE GAS MAIN

WATER

WATER

SAN

WATER

TH

4-1-1-6

TH

TH

TH

4-1-1-1

TH

4-1-1-2

TH

TH

TH

3-1-1-3

TH

3-1-1-5

TH

3-1-1-1

TH3-1-1-6

TH

3-1-1-7

ELEC

TO REMAIN

TECO HIGH PRESSURE GAS MAIN

TH

3-1-1-2

TO REMAIN

2" CS GM - TECO PGS

TO REMAIN

6" HP CS GM - TECO PGS

TO REMAIN

BFOC - UNITI

TO REMAIN

BFOC - SPECTRUM

TO REMAIN

BFOC - SPECTRUM

TO REMAIN

12" FM - COT

TO REMAIN

18" WM - TBW

TO REMAIN

(1-1.25" HDPE)

BFOC - FRONTIER

TO REMAIN

BTV - FRONTIER

TO REMAIN

13.2 KV BE - TEC

TO REMAIN

BFOC - ZAYO

TO REMAIN

(1-2" HDPE)

BFOC - MCI

TO REMAIN

13.2 KV BE - TEC

TO REMAIN

12" WM - COT

TO REMAIN

12" FM - COT

TO REMAIN

TECO HIGH PRESSURE GAS MAIN

TO REMAIN

TECO HIGH PRESSURE GAS MAIN

10 11 12 13 14 15

PT STA. 25+44.62

CURVE DATA BL_GRHAMP_1

PT STA. = 25+44.62

4 4

P

P

P4

P4 P4

P4

EA

B

B

10 40

Feet

MILLING & RESURFACING LIMITS

STA. 11+20.00

BEGIN PROJECT

E COUNTY LINE RD

E COUNTY LINE RD

G R

A

M P

T

STA. 13+40.00

END PROJECT

LEGEND

G R

A

M P

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

8/4/2025Aleksa.Kopanja c:\pwworking\usfl\dms19550\SBVHUW01.dgn7:37:33 AM

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

PUBLIC WORKS ADMINISTRATION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602 69600319

P.E. LICENSE NUMBER 45838

TAMPA, FL 33634

JERRY COMELLAS, P.E.

ECHO UES, INC.

4803 GEORGE ROAD, STE. 350

VERIFIED UTILITY LOCATES 21

F I

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A

C

8/4/2025Aleksa.Kopanja c:\pwworking\usfl\dms19550\SBVHUW01.dgn7:37:51 AM

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

PUBLIC WORKS ADMINISTRATION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602 69600319

P.E. LICENSE NUMBER 45838

TAMPA, FL 33634

JERRY COMELLAS, P.E.

ECHO UES, INC.

4803 GEORGE ROAD, STE. 350

VERIFIED UTILITY LOCATES 22

F I

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E C

T R

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G

A

C

8/4/2025Aleksa.Kopanja c:\pwworking\usfl\dms19550\SBVHUW01.dgn7:38:05 AM

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

PUBLIC WORKS ADMINISTRATION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602 69600319

P.E. LICENSE NUMBER 45838

TAMPA, FL 33634

JERRY COMELLAS, P.E.

ECHO UES, INC.

4803 GEORGE ROAD, STE. 350

VERIFIED UTILITY LOCATES 23

8/4/2025Aleksa.Kopanja c:\pwworking\usfl\dms19528\StandardMast.dgn7:41:01 AM

69600319

Pole 1

Pole 2 --- ---

NUMBERS

ID

STRUCTURES

DESIGNATION

FIRST ARM SECOND ARM POLE

ID

ARM

(FT)

FAA

ID

ARM

(FT)

SAA

(DEG)

UF

(DEG)

LL

ID

POLE

(FT)

UAA

(FT)

UB

A50/D/H

A40/S

A50/D/H P4/D

P2/S

90A50/D/H - A50/D/H - P4/D

A40/S - P2/S

Cohesion (pcf) = n/a

Angle of Internal Friction (degrees) = 30

Effective Unit Weight (pcf) = 50

Average N-Value (blows/ft.) = 5

Soil Type = Sand values used in design of Pole 1 and Pole 2:

7. Foundation designs are based on the Report of Core Borings issued by Arehna Engineering, Inc. Assumptions and

6. Work with Index 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 Signal Designer’s “Mast Arm Tabulation”. See “Mast Arm Tabulation” for special minimum 5.0 foot diameter drilled shaft.

4. Pole types 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.

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 pole 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 arm

NOTES [Notes Date 11-01-16]:

CIP NO. SHT. NO.

PUBLIC WORKS ADMINISTRATION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

DATA TABLE

STANDARD MAST ARM

SPECIAL DRILLED SHAFT

(ft.)

DA

(ft.)

DB

16 10

(in.)

RD

8 7

4.5

4.5

RA RB RC RE (in.)

RF

P.E. LICENSE NUMBER 55843

AECOM TECHNICAL SERVICES, INC.

7650 WEST COURTNEY CAMPBELL CSWY

GEORGE R. PAPADOPOULOS, P.E.

TAMPA, FL 33607-1462

P.E. LICENSE NUMBER 94632

AECOM TECHNICAL SERVICES, INC.

7650 WEST COURTNEY CAMPBELL CSWY

TAMPA, FL 33607

4/24/2026guerraj c:\pwworking\usfl\dms19528\SUMQRD_Perm_01.dgn12:41:39

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

PUBLIC WORKS ADMINISTRATION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602 69600319

COUNTY LINE RD AT GRAND HAMPTON DR

T

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SUMMARY OF QUANTITIES

SUMMARY OF PAVEMENT

NO.

PAY ITEM

PAY ITEM DESCRIPTION

LOCATION

SIDE

ID

AREA

L E

N G

T H

W I

D T

H

UNIT

QUANTITY TOTAL

NOTES

DESIGN

REMARKS

CONSTRUCTION

STA. TO STA.

N

DESCRIPTIO

P F P F

0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH 12+87.23 TO 13+40.00 RT/LT SY 1461.2 1461

0337 7 83 76-22

ASPHALT CONCRETE FRICTION COURSE,TRAFFIC C, FC-12.5, PG

12+87.23 TO 13+40.00…