FS_2_Final_Design_Plans.pdf

GOVERNING STANDARD SPECIFICATIONS:

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

Florida Department of Transportation, FY 2024-25 Standard Specifications

GOVERNING STANDARD PLANS:

Component

Standard Plans for Bridge Construction are included in the Structures Plans

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

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

Bridge Construction and applicable Interim Revisions (IRs).

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

CONTRACT PLANS COMPONENTS

SIGNALIZATION PLANS

SHEET DESCRIPTIONSHEET NO.

ENGINEER OF RECORD:

SIGNALIZATION PLANS

INDEX OF SIGNALIZATION PLANS F

LO

R

ID

A 'S

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/2

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M

FT LAUDERDALE

MIAMI

NAPLES

KEY WEST

F id e li s S o u z a

BEE LINE

EXPRESSWAY

T U

R N P

IK

E

PENSACOLA FORT WALTON

BEACH

PANAMA

CITY

CHIPLEY

TALLAHASSEE

JACKSONVILLE

ST AUGUSTINE

GAINESVILLE

OCALA DAYTONA BEACH

DELAND

NEW PORT RICHEY

TAMPA

LAKELAND

MELBOURNE -

COCOA

ORLANDO

BARTOWST PETERSBURG

SARASOTA -

BRADENTON

FT PIERCE

FT MYERS

WEST PALM

BEACH

NO.

SHEET

T-1

CITY

LAKE

C

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SIGNALIZATION PLANS

MANATEE COUNTY (13050000)

STATE ROAD NO. 64

CITY OF BRADENTON

SR 64 (MANATEE AVE) AT 22ND ST E

TEMPORARY TRAFFIC CONTROL DETAILS

SPLICING DIAGRAM

REPORT OF CORE BORINGS

MAST ARM ASSEMBLIES DATA TABLES

MAST ARM TABULATION

SIGNALIZATION PLANS

GENERAL NOTES AND PAY ITEM NOTES

TABULATION OF QUANTITIES

SIGNATURE SHEET

KEY SHEET

LOCATION OF PROJECT

T-13 - T-20

T-12

T-11

T-10

T-9

T-5 - T-8

T-4

T-3

T-2

T-1

T H

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EMERGENCY TRAFFIC SIGNAL

6914 W LINEBAUGH AVE

TAMPA, FL 33625

NATHAN J. POOLE, P.E.

P.E. LICENSE NUMBER 79444

VIBE

VENDOR NO.: 46-266787

SECTION 30 - TOWNSHIP 34 SOUTH - RANGE 18 EAST

PROJECT SITE

MP 2.267

N

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P A

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PERMIT NO.: 2024-C-194-00013

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEET

ROAD NO. FINANCIAL PROJECT IDCOUNTY

N/A

MANATEE

SR 64

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33625 FL, TAMPA

6914 W LINEBAUGH AVE

VIBE

79444LICENSE NUMBER:

NATHAN J. POOLE, P.E.

ENGINEER OF RECORD

SIGNATURE SHEET

T-2

PHONE: (813) 264-2508

TAMPA, FL 33625

6914 W LINEBAUGH AVE

VIBE

PE NO. 79444

NATHAN J. POOLE, PE

STATE OF

No 79444

ESNECIL

EL

OOP .J NAHTA

N

R E

E

NIGNE LANOIS

SEF

O R

P

ADIROL

F

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

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

SHEET NO. SHEET DESCRIPTION

THIS ITEM HAS BEEN DIGITALLY

SIGNED AND SEALED BY:

ON THE DATE ADJACENT TO THE SEAL

PRINTED COPIES OF THIS DOCUMENT ARE

NOT CONSIDERED SIGNED AND SEALED

AND THE SIGNATURE MUST BE VERIFIED

ON ANY ELECTRONIC COPIES.

T-13 - T-20 TEMPORARY TRAFFIC CONTROL DETAILS

T-12 SPLICING DIAGRAM

T-9 MAST ARM TABULATION

T-5 - T-8 SIGNALIZATION PLANS

T-4 GENERAL NOTES AND PAY ITEM NOTES

T-3 TABULATION OF QUANTITIES

T-2 SIGNATURE SHEET

T-1 KEY SHEET

CITY OF BRADENTON

T-10 MAST ARM ASSEMBLIES DATA TABLES

SHEET NO. SHEET DESCRIPTION

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

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

THIS ITEM HAS BEEN DIGITALLY

SIGNED AND SEALED BY:

ON THE DATE ADJACENT TO THE SEAL

PRINTED COPIES OF THIS DOCUMENT ARE

NOT CONSIDERED SIGNED AND SEALED

AND THE SIGNATURE MUST BE VERIFIED

ON ANY ELECTRONIC COPIES.

SHEET NO. SHEET DESCRIPTION

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

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

THIS ITEM HAS BEEN DIGITALLY

SIGNED AND SEALED BY:

ON THE DATE ADJACENT TO THE SEAL

PRINTED COPIES OF THIS DOCUMENT ARE

NOT CONSIDERED SIGNED AND SEALED

AND THE SIGNATURE MUST BE VERIFIED

ON ANY ELECTRONIC COPIES.

T-11 REPORT OF CORE BORINGS

PHONE: (813) 978-3100

TEMPLE TERRACE, FL 33637

12570 TELECOM DRIVE

PATEL, GREENE & ASSOCIATES, LLC

PE NO. 64669

JOHNNY FUNG, PE

PHONE: (813) 989-1354

TAMPA, FL 33637

7351 TEMPLE TERRACE HIGHWAY

TIERRA, INC.

PE NO. 65514

KEVIN H. SCOTT, PE

STATE OF

No 64669

ESNECIL

GNUF YNNHOJ

R E

E

NIGNE LANOIS

SEF

O R

P

ADIROL

F

STATE OF

No 65514

ESNECIL

TT

OCS .H NIVEK

R E

E

NIGNE LANOIS

SEF

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ADIROL

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33625 FL, TAMPA

6914 W LINEBAUGH AVE

VIBE

79444LICENSE NUMBER:

NATHAN J. POOLE, P.E.

T H

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ENGINEER OF RECORD

TABULATION OF QUANTITIES

T-3

CITY OF BRADENTON

E X

H I B

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A

P A

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F

TABULATION OF QUANTITIES

NO.

ITEM

PAY

DESCRIPTION UNIT

SHEET NUMBERS

SHEET

THIS

TOTAL

TOTAL

GRAND

T-5 T-6 T-7

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

101-1 MOBILIZATION LS 1 1

102-1 MAINTENANCE OF TRAFFIC LS 1 1

611-1-1 ITSFM SUBSURFACE DOCUMENTATION- PROJECT LENGTH MI 0.25 0.25

611-2-1 ITSFM LOCATION DOCUMENTATION- INTERSECTION EA 1 1 1

630-2-11 CONDUIT, F&I, OPEN TRENCH LF 84 84 84

630-2-12 CONDUIT, F&I, DIRECTIONAL BORE LF 648 129 777 777

630-2-14 CONDUIT, F&I, ABOVEGROUND LF 10 10 10

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

632-7-2 SIGNAL CABLE- REPAIR/REPLACE/OTHER, FURNISH & INSTALL LF 50 50 50

633-1-121 FIBER OPTIC CABLE, F&I, UNDERGROUND,1-12 FIBERS LF 565 229 794 794

633-2-31 FIBER OPTIC CONNECTION, INSTALL, SPLICE EA 12 4 16 16

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

633-3-13 FIBER OPTIC CONNECTION HARDWARE, F&I, PRETERMINATED CONNECTOR ASSEMBLY EA 12 12 12

633-3-16 FIBER OPTIC CONNECTION HARDWARE, F&I, PATCH PANEL- FIELD TERMINATED EA 1 1 1

633-3-51 FIBER OPTIC CONNECTION HARDWARE, ADJUST/MODIFY SPLICE ENCLOSURE EA 1 1 1

633-6 FIBER OPTIC CABLE LOCATOR DA 180 180

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 6 6 6

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

639-2-1 ELECTRICAL SERVICE WIRE, F&I LF 239 239 239

639-3-11 ELECTRICAL SERVICE DISCONNECT, F&I, POLE MOUNT EA 1 1 1

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

649-21-21 STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL, SINGLE ARM 78' EA 2 2 2

650-1-13 VEHICULAR TRAFFIC SIGNAL, FURNISH & INSTALL ALUMINUM, 2 SECTION, 1-2 WAYS AS 2 2 2

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

670-5-111 TRAFFIC CONTROLLER ASSEMBLY, F&I, NEMA, 1 PREEMPTION AS 1 1 1

684-1-1 MANAGED FIELD ETHERNET SWITCH, F&I EA 1 1 1

685-1-13 UNINTERRUPTIBLE POWER SUPPLY, FURNISH AND INSTALL, LINE INTERACTIVE WITH CABINET EA 1 1 1

700-1-112 SINGLE COLUMN GROUND SIGN ASSEMBLY, F&I GROUND MOUNT, 12.0-20.0 SF EA 1 2 1 4 4

700-3-201 SIGN PANEL, FURNISH & INSTALL OVERHEAD MOUNT, UP TO 12 SF EA 6 6 6

711-11-125 THERMOPLASTIC, STANDARD, WHITE, SOLID, 24" FOR STOP LINE AND CROSSWALK LF 91 91 91

711-15-101 THERMOPLASTIC, STANDARD-OPEN GRADED ASPHALT SURFACES WHITE, SOLID, 6" LF 400 400 400

DATE DESCRIPTION

NO.

SHEET

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33625 FL, TAMPA

6914 W LINEBAUGH AVE

VIBE

79444LICENSE NUMBER:

NATHAN J. POOLE, P.E.

T H

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F F

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ENGINEER OF RECORD

PAY ITEM NOTES

GENERAL NOTES AND

T-4

LEGEND

EXISTING NEW

PULL BOX

TRAFFIC SIGNAL CABINET

EXISTING CONDUIT

OPEN TRENCH CONDUIT

DIRECTIONAL BORE CONDUIT

PHONE (941) 708-6300, EXT. 224

BRADENTON, FLORIDA 34205

1411 9TH STREET WEST

KIM CLAYBACK, P.E.

CITY OF BRADENTON PUBLIC WORKS AND UTILITIES

AUTOCAD (.DWG) FORMAT TO:

RESULTS, DIRECTIONAL BORE LOGS, AND ONE COMPACT DISC OF RECORD DRAWINGS IN ADOBE ACROBAT (.PDF) AND

HARDCOPY SETS OF AS-BUILT RECORD DRAWINGS, TWO SETS OF IMSA INSPECTION FORMS, OTDR FIBER OPTIC CABLE TEST

13. AT LEAST FIVE (5) BUSINESS DAYS PRIOR TO SCHEDULING THE INITIAL TRAFFIC SIGNAL INSPECTION, DELIVER THREE

DRAINAGE SWALES OR PAVED SHOULDERS.

CONCURRENCE BY THE ENGINEER PRIOR TO TRENCHING AND/OR PLACEMENT. NO PULL BOXES SHALL BE LOCATED IN

BORING. THE CONTRACTOR SHALL FIELD MARK THE PROPOSED CONDUIT INSTALLATION ALIGNMENT FOR REVIEW AND

12. IT SHOULD BE NOTED THAT NO TEST BORINGS WERE MADE WHERE CONDUIT RUNS ARE TO BE INSTALLED BY JACKING OR

THE FINAL TRAFFIC SIGNAL INSPECTION.

11. THE CONTRACTOR MUST NOTIFY THE CITY OF BRADENTON AT LEAST FIVE (5) BUSINESS DAYS IN ADVANCE TO SCHEDULE

PREFERENCES THAT ARE INCORPORATED HEREIN.

COUNTY. MANATEE COUNTY SIGNAL SPECIFICATIONS SHALL BE FOLLOWED OTHER THAN THE CITY OF BRADENTON'S

10. THIS SIGNAL IS MAINTAINED BY THE CITY OF BRADENTON. THE ATMS COMPONENTS ARE MAINTAINED BY MANATEE

OF WAY LINES SHOWN ON THE PLANS ARE PROVIDED FROM COUNTY TAX MAPS.

CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING THE RIGHT OF WAY FOR PROPER STAKING OF STRUCTURES. RIGHT

9. THE CONTRACTOR SHALL INSTALL ALL PROJECT INFRASTRUCTURE AND FIELD ELEMENTS WITHIN THE RIGHT OF WAY. THE

FOUNDATION ELEVATIONS AND CROWN ELEVATIONS.

8. THE CONTRACTOR SHALL FIELD VERIFY ALL CRITICAL ELEVATIONS PRIOR TO ORDERING SIGNAL POLES INCLUDING POLE

BRADENTON'S WATER MAIN.

7. ALL NEW CONDUIT SHALL MAINTAIN A 3-FOOT MINIMUM HORIZONTAL SEPARATION FROM THE EXISTING CITY OF

6. DIRECTIONAL BORED CONDUIT SHALL HAVE AT LEAST 60 INCHES OF COVER.

ACCOMMODATE LOCAL CONDITIONS AND EXISTING UTILITY CONFLICTS.

5. THE LOCATION OF THE CONDUITS AND PULL BOXES ARE APPROXIMATE AND MAY BE SHIFTED BY THE ENGINEER TO

LOCATION/ELEVATIONS APPLY ONLY AT THE POINTS SHOWN. INTERPOLATIONS BETWEEN POINTS HAVE NOT BEEN VERIFIED.

ON LIMITED INVESTIGATION TECHNIQUES AND SHOULD BE CONSIDERED APPROXIMATE ONLY. THE VERIFIED

4. THE LOCATION(S) OF THE UTILITIES SHOWN IN THE PLANS (INCLUDING THOSE DESIGNATED VV, VH, AND VVH) ARE BASED

PHONE (941) 708-6334

BRADENTON, FL 34205

128 8TH AVENUE DRIVE WEST

CHRIS WALTERS

3. FOR REMOVED SIGNAL EQUIPMENT CLAIMED BY THE MAINTAINING AGENCY, CONTACT:

PHONE (941) 749-3500, EXT. 7812

BRADENTON, FLORIDA 34208

2101 47TH TERRACE EAST

MR. VISHAL KAKKAD, P.E. PTOE

MANATEE COUNTY TRAFFIC ENGINEERING DIVISION:

PHONE (941) 708-7450, EXT. 7509

BRADENTON, FLORIDA 34208

2904 12TH STREET COURT EAST

MR. AARON BURKETT

MANATEE COUNTY TRAFFIC OPERATIONS DIVISION:

PHONE (941) 708-6300, EXT. 224

BRADENTON, FLORIDA 34205

1411 9TH STREET WEST

KIM CLAYBACK, P.E.

CITY OF BRADENTON PUBLIC WORKS AND UTILITIES:

FOLLOWING DEPARTMENTS TO INFORM THEM OF CONSTRUCTION OPERATIONS:

2. AT LEAST FIVE (5) BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE

1. MAINTAINING AGENCY: CITY OF BRADENTON

GENERAL NOTES:

CONTACT THE MAINTAINING AGENCY FOR THE PHYSICAL ADDRESS ONCE THE SERVICE DROP LOCATION HAS BEEN ESTABLISHED.

FEE SHALL BE INCLUDED AS PART OF PAYMENT FOR ELECTRICAL POWER SERVICE ASSEMBLY. THE CONTRACTOR IS RESPONSIBLE TO

4. 639-1-122: CONTACT FPL TO DETERMINE IF A SERVICE PROCESSING OR CONNECTION FEE IS REQUIRED. THE COST OF ANY SUCH

ON THE COVER.

3. 635-2-14: TRAFFIC SIGNAL PULL BOX DIMENSIONS SHALL BE 17"X30"X12" AND THE LID SHALL BE STAMPED "C.O.B. TRAFFIC SIGNAL"

WIRING INTERSECTION.

2. 632-7-1 AND 632-7-2: VERIFY THE COLOR CODE OF SIGNAL CABLE CONDUCTORS WITH THE MAINTAINING AGENCY PRIOR TO

1. 102-1: INCLUDES ALL WORK NECESSARY TO MAINTAIN TRAFFIC FOR THE PROJECT AS DETAILED IN THESE PLANS.

PAY ITEM NOTES:

ITSFM5006

ITSFM5002

AT MINIMUM, THE FOLLOWING ITSFM FEATURE IMPORT TEMPLATES SHALL BE COMPLETED:

ITSFM057

ITSFM056

ITSFM036

ITSFM035

ITSFM034

ITSFM031

AT MINIMUM, THE FOLLOWING ITSFM ATTRIBUTE FORMS SHALL BE COMPLETED:

THE ATMS INFRASTRUCTURE. CONTACT D1-ITSFM@DOT.STATE.FL.US FOR ITSFM INFORMATION.

NECESSARY TRAINING AND CERTIFICATIONS HAVE BEEN OBTAINED AND/OR SCHEDULED WITHIN 2 WEEKS OF BEGINNING WORK ON

TRAINING AND CERTIFICATIONS NECESSARY TO COLLECT AND SUBMIT THE ITSFM DATA. SUBMIT DOCUMENTATION SHOWING THE

18. SUBMIT A COPY OF THE COMPLETED ITSFM DATA FOR REVIEW AT LEAST 4 WEEKS PRIOR TO FINAL ACCEPTANCE. OBTAIN ALL

RELATED PAY ITEMS.

FACILITY). ANY COST ASSOCIATED WITH THIS TYPE OF EQUIPMENT REQUIRED FOR THIS INSTALLATION IS INCLUDED IN THE

APPLICABLE OSHA REQUIREMENTS (10' MINIMUM DISTANCE MAINTAINED BETWEEN THE EQUIPMENT AND THE ELECTRICAL OVERHEAD

REQUIREMENTS: 1) OVERHEAD LINES SHALL STAY IN PLACE BOTH VERTICALLY AND HORIZONTALLY; 2) CONTRACTOR SHALL MEET ALL

17. THE TYPE OF EQUIPMENT USED IN THE INSTALLATION OF MAST ARMS/FOUNDATIONS SHALL MEET THE FOLLOWING

CODE PUBLISHED BY NATIONAL FIRE PROTECTION ASSOCIATION.

16. ELECTRICAL WIRING SHALL COMPLY WITH ALL APPLICABLE PROVISIONS OF THE LATEST EDITION OF THE NATIONAL ELECTRICAL

APPROVAL. ALL MATERIALS AND HARDWARE SHALL BE PRE-APPROVED BY CITY OF BRADENTON.

ITEMS TO THE ENGINEER. THE CONTRACTOR SHALL SUBMIT ALL MATERIALS TO THE ENGINEER PRIOR TO CONSTRUCTION FOR

CONTRACTOR SHALL FURNISH COPIES OF ALL DRAWINGS, SCHEDULES, AND COMPLETE DESCRIPTIVE AND TECHNICAL DATA FOR ALL

15. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW FOR ALL EQUIPMENT AND MATERIALS FURNISHED AND INSTALLED. THE

PHONE (941) 708-6334

BRADENTON, FL 34205

128 8TH AVENUE DRIVE WEST

CHRIS WALTERS

PHONE: 863-519-2216

EMAIL: NEAL.TURNER@DOT.STATE.FL.US

BARTOW, FL 33830-1249

P.O. BOX 1249

801 N. BROADWAY AVE

NEAL TURNER, P.E., TSM&O ENGINEER - ARTERIALS

FDOT TRAFFIC OPERATIONS

14. AT THE COMPLETION OF THE PROJECT, PROVIDE AS-BUILT PLANS IN ELECTRONIC FORM (PDF) TO:

FIBER OPTIC PULL BOX

CITY OF BRADENTON

E X

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FIBER OPTIC SPLICE VAULT

SHALL BE AN ALPHA FXM 1100.

MOUNTED TO THE SIDE OF THE CABINET. THE UPS CONTROLLER

HAVE AN UNINTERRUPTIBLE POWER SUPPLY (UPS) INSTALLED AND

7. 685-1-13: ALL NEW TRAFFIC SIGNAL CABINET INSTALLATIONS MUST

ETHERNET PORTS.

(RUGGEDCOM MODEL #RPS 1300) TO POWER THE POWER-OVER-

OVER-ETHERNET. THIS SWITCH NEEDS AN EXTERNAL POWER SUPPLY

A05+B05+C02+D02) WITH TYPE SC CONNECTORS & EXTERNAL POWER-

6. 684-1-1: PROVIDE RUGGEDCOM RSG920P (6GK6092-0P523-08AD-Z

CONTROLLER ASSEMBLY TO CONFIRM EQUIPMENT COMPATIBILITY.

PAD. CONTACT MAINTAINING AGENCY PRIOR TO ORDERING

4 DETECTOR RACKS. BUNDLE ALL CONDUITS IN THE MIDDLE OF THE

CABINET. CABINET SHALL HAVE A WIRED-IN 64 DETECTOR PANEL AND

5. 670-5-111: USE NAZTEC 980 ATC TYPE I CONTROLLER WITH TYPE VI

WATER

N

Feet

0 10

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D

SR 64 (MANATEE AVE)

SR 64 (MANATEE AVE)

S T

S T

E

T

H S

T E

1 EA

36"X30" W11-12P 36"X36" W11-8

S T

S T

E

T

H S

T E

(TO REMAIN)

AFOC - CHARTER COMM

(TO REMAIN)

ATMS FOC - MANATEE COUNTY

(TO REMAIN)

OE 13kV - FP&L

(TO REMAIN)

2" PE GAS MAIN - TECO PEOPLE'S GAS

(TO REMAIN)

BFOC - MCI METRO

(TO REMAIN)

BTEL - FRONTIER

(TO REMAIN)

8" PVC SANITARY - CITY OF BRADENTON

(TO REMAIN)

6" PVC WM - CITY OF BRADENTON

(TO REMAIN)

16" PVC WM - CITY OF BRADENTON

(TO REMAIN)

6" PVC WM - CITY OF BRADENTON

(TO REMAIN)

8" PVC SANITARY - CITY OF BRADENTON

(TO REMAIN)

WATER VALVE - CITY OF BRADENTON

(TO REMAIN)

BFOC - FRONTIER

(TO REMAIN)

6" PVC WM - CITY OF BRADENTON

R/W

R/W

R/W

R/W

SSIGNALIZATION PLAN

T-5

CITY OF BRADENTON

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33625 FL, TAMPA

6914 W LINEBAUGH AVE

VIBE

79444LICENSE NUMBER:

NATHAN J. POOLE, P.E.

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SR 64 (MANATEE AVE) AND 22ND ST E

SIGNALIZED INTERSECTION-1

700-1-112

(ASPHALT PAVEMENT)

(PUBLIC RIGHT-OF-WAY)

(STATE ROAD SECTION 13050-2701)

STATE ROAD No. 64, MANATEE AVENUE EAST

B/C

HYDRANT

FIRE

L.P.

(SHELL PAVEMENT)

(PUBLIC RIGHT-OF-WAY)

16' ALLEY

(U N

IM

P R

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D N

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P E

N

(P U

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IC

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H T -O

F -W

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A V E

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(6 ' P

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F -W

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(C L E

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D S

T R

E E T E

A S T

LC

12" OAK

12" OAK

ADDRESS: #2229 MANATEE AVENUE EAST

(54,236 SQ. FT.)

1.245 ACRE TRACT

22" OAK 16" OAK

26" OAK

PALM

VALVES

WATER

30" OAK

HYDRANT

FIRE

VALVE

WATER

36" OAK

VALVE

WATER

VALVE

WATER

12" INV (S)=4.66

GRATE=9.23

TOP=9.98

EXISTING STORM INLET

RIM=10.30

STORM JUNCTION BOX

GRATE=9.52

TOP=10.40

EXISTING STORM INLET

MANHOLE

TELECOM

TOP=10.10

STORM INLET

TOP=10.42

STORM INLET

S

D D

T

STRIPING (TYP)

PAVEMENT

EXISTING

6" INV. E = 6.11

RIM=10.02

MANHOLE

SEWER

SANITARY

INV = 6.84

SANITARY SEWER CLEANOUT

END CAP

WATER

WATER

WATER

WATER WATER

WATER

WATER

WATER

N

Feet

0 10

EMERGENCY

SIGNAL

AHEAD

EMERGENCY

SIGNAL

AHEAD

SR 64 (MANATEE AVE)

SR 64 (MANATEE AVE)

N

D S

T E

N

D S

T E

1-HV AND 1-SPARE

2-2" CONDUITS

139 LF

1 EA

4 RUNS @ 7 LF

1 EA

1-FOC, AND 3 SPARES

1-ELECTRICAL, 1-HV,

6-2" CONDUITS

NEW SIGNAL CONTROLLER CABINET

1 EA

5 LF

1 EA

5 LF

1 EA

B

B

400 LF

TOTAL THIS SHEET

91 LF

TOTAL THIS SHEET

3-SECT., 1-WAY

6 AS

R

Y

FY

650-1-14

2-SECT., 1-WAY

650-1-13

2 AS

R

FR

EMERGENCY

SIGNAL

42"X30"

700-3-201

6 EA

R10-13

B

1-HV AND 1-SPARE

2-2" CONDUITS

49 LF

3-SECT., 1-WAY

2 AS

FR/R

Y

G

650-1-14

1 EA

1-FOC AND 1-SPARE

2-2" CONDUITS

250 LF

2 EA

1 EA

50 LF

AND 2-SPARES

1-FOC, 1-ELECTRICAL,

4-2" CONDUITS

136 LF

1 EA

50 LF

A

A

1-HV AND 1-SPARE

2-2" CONDUITS

50 LF

50 LF

1 GROUND (0.75" CONDUIT)

1-HV, 2-SPARE, AND

1 EA

1 EA

1 PI

5 LF

12 EA

1 EA

12 EA

1 AS

1 EA

2-2" CONDUITS

10 LF

10 LF (2 RUNS @ 5 LF)

20 LF

1 EA

AND 2-SPARES

1-FOC, 1-ELECTRICAL,

4-2" CONDUITS

74 LF

1 EA

4 LF

4 LF

74 LF

74 LF

4 RUNS @ 8 LF

1 EA

1 GROUND (0.75" CONDUIT)

1-HV, 2-SPARE, AND

EASTING: 1149885

NORTHING: 482013

POLE LOCATION=

EL 1.97' 1

WHITE

24"

WHITE

24"

W/R RPM'S @ 20'

6" WHITE WITH

W/R RPM'S @ 20'

6" WHITE WITH

HARD-WIRED PREEMPTION CONNECTION

SITE CONTRACTOR TO COMPLETE

COORDINATE WITH CIVIL

1.95'

1.25'

1 EA

B

136 LF

136 LF

250 LF

B

B

B

EASTING: 1150027

NORTHING: 482061

POLE LOCATION=

EL 1.71' 2

B

B

1 EA

36"X30" W11-12P 36"X36"

W11-8

1 EA

36"X30" W11-12P 36"X36" W11-8

(TO REMAIN)

AFOC - CHARTER COMM

(TO REMAIN)

AFOC - CHARTER COMM

(TO REMAIN)

AFOC - CHARTER COMM(TO REMAIN)

ATMS FOC - MANATEE COUNTY

(TO REMAIN)

ATMS FOC - MANATEE COUNTY

(TO REMAIN)

OE 13kV & 0.24kV - FP&L

(TO REMAIN)

OE 13kV - FP&L

(TO REMAIN)

OE 13kV - FP&L

(TO REMAIN)

2" PE GAS MAIN - TECO PEOPLE'S GAS

(TO REMAIN)

BFOC - MCI METRO

(TO REMAIN)

BTEL - FRONTIER

(TO REMAIN)

BFOC - FRONTIER

(TO REMAIN)

BFOC - FRONTIER

(TO REMAIN)

BFOC - FRONTIER

(TO REMAIN)

6" PVC WM - CITY OF BRADENTON

(TO REMAIN)

6" PVC WM - CITY OF BRADENTON

(TO REMAIN)

6" PVC WM - CITY OF BRADENTON

R/W

R/W

R/W

R/W

TH2-1-1-5

TH2-1-1-1

TH2-1-1-4

TH2-1-1-6

TH2-1-1-3

TH2-1-1-2

TH1-1-1-5

TH1-1-1-1 (SEE NOTE 1)

TH1-1-1-2

TH1-1-1-3

TH1-1-1-4

JEAN.TOTTI@BRADENTONFL.GOV.

BRADENTON AT PWENGINEER@BRADENTONFL.GOV AND

ARM FOUNDATION INSTALLATION TO THE CITY OF

PROVIDE A MINIMUM OF 30 DAYS NOTICE PRIOR TO MAST

3. EXISTING FIRE HYDRANT TO BE RELOCATED BY OTHERS.

JEAN.TOTTI@BRADENTONFL.GOV.

AT PWENGINEER@BRADENTONFL.GOV AND

FOUNDATION INSTALLATION TO THE CITY OF BRADENTON

MINIMUM OF 30 DAYS NOTICE PRIOR TO MAST ARM

2. EXISTING FIRE HYDRANT TO BE ABANDONED. PROVIDE A

TO FRONTIER AT DENISE.HUTTON@FTR.COM.

NOTICE PRIOR TO MAST ARM FOUNDATION INSTALLATION

ADJUSTED BY OTHERS. PROVIDE A MINIMUM OF 14 DAYS

1. TH1-1-1-1 - CONFLICT WITH FRONTIER 1.5" FOC. TO BE

NOTES:

(SEE NOTE 2)

EXISTING FIRE HYDRANT

(SEE NOTE 3)

EXISTING FIRE HYDRANT

SSIGNALIZATION PLAN

T-6

CITY OF BRADENTON

M A

T C

H L

I N

E B

S

H E

E T

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DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEET

/1

/2

C

P r o je c ts

\F D

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W o r k s e ts

\F D

O T

\2

.0

C

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F S

\S ig n a li z a ti o n

\P L

A N

S G

.d g n

:5

:3

P

M F id e li s S o u z a

33625 FL, TAMPA

6914 W LINEBAUGH AVE

VIBE

79444LICENSE NUMBER:

NATHAN J. POOLE, P.E.

T H

E O

F F

IC

IA

L R

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O R

D O

F T

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S H

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A N

D S

E A

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-2

.0

F

.A .C

ENGINEER OF RECORD

M A

T C

H L

I N

E A

S

H E

E T

T

E X

H I B

I T

A

P A

G E

O

F

SR 64 (MANATEE AVE) AND 22ND ST E

SIGNALIZED INTERSECTION-1

G - STEADY GREEN

R - STEADY RED

Y - STEADY YELLOW

FR - FLASHING RED

FY - FLASHING YELLOW

LEGEND

630-2-12

635-2-14

630-2-11

649-21-21

611-2-1

630-2-11

633-3-16

639-2-1

670-5-111

711-15-101

711-11-125

630-2-12

635-2-14

630-2-12

633-1-121

635-2-14

635-2-12

633-1-121

630-2-12

633-1-121

635-2-14

633-1-121

630-2-11

632-7-2

635-2-12

684-1-1

632-7-1

633-1-121

633-2-31

633-3-12

633-3-13

639-1-122

641-2-12

630-2-11

630-2-14

639-2-1

639-3-11

639-2-1

630-2-12

633-1-121

639-2-1

635-2-14

639-2-1

630-2-11

630-2-11

649-21-21

685-1-13

(A S P

H A L T P

A V E

M E

N T

(6 ' P

U B L

IC

R

IG

H T -O

F -W

A Y

(H A

R R

IS

O N S

T P

L A T

R

D S

T R

E E T E

A S T

LC

HYDRANT

FIRE

G U

Y W

IR

E

O U

L O

U L

O U

L O

U L

O U

L O

U L

O U

L O

U L

O U

L O

U L

VALVE

WATER

HYDRANT

FIRE

PALM

2x22" OAK

PALM

18"OAK

24"OAK

24" OAK

MARKER

GAS

18"OAK

METER

WATER

L.P.

BOX

TELECOM

BOX

TELECOM

T

D

S

S

T

CLEANOUT

SEWER

SANITARY

6" INV. S=2.60

6" INV. N=2.56

RIM=8.45

SANITARY MANHOLE

6" INV. W=3.36

6" INV. S=2.10

6" INV. N=1.98

RIM=8.21

SANITARY MANHOLE

PALM

W

TOP = 8.94

EXISTING STORM INLET

WATER

N

Feet

0 10

E M

E R

G E

N C

Y

S

IG

N A

L

A H

E A

D

1-FOC AND 1-SPARE

2-2" CONDUITS

129 LF

129 LF

EXISTING FIBER OPTIC SPLICE VAULT

100 LF

4 EA

1 EA

SR 64 (MANATEE AVE)

SR 64 (MANATEE AVE)

R

D S

T E

R

D S

T E

T

H S

T E

T

H S

T E

1 EA

36"X30" W11-12P 36"X36"

W11-8

(TO REMAIN)

AFOC - CHARTER COMM

(TO REMAIN)

AFOC - CHARTER COMM

(TO REMAIN)

ATMS FOC - MANATEE COUNTY

(TO REMAIN)

OE 13kV - FP&L

(TO REMAIN)

2" PE GAS MAIN - TECO PEOPLE'S GAS

(TO REMAIN)

BFOC - MCI METRO

(TO REMAIN)

BFOC - FRONTIER

(TO REMAIN)

6" PVC WM - CITY OF BRADENTON

(TO REMAIN)

6" PVC WM - CITY OF BRADENTON

(TO REMAIN)

6" PVC WM - CITY OF BRADENTON

(TO REMAIN)

6" PVC WM - CITY OF BRADENTON

(TO REMAIN)

12" PVC WM - CITY OF BRADENTON

(TO REMAIN)

8" PVC SANITARY - CITY OF BRADENTON

(TO REMAIN)

WATER VALVE - CITY OF BRADENTON

R/W R/W

R/W R/W

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEET

/1

/2

C

P r o je c ts

\F D

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W o r k s e ts

\F D

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\P L

A N

S G

.d g n

:5

:4

P

M F id e li s S o u z a

33625 FL, TAMPA

6914 W LINEBAUGH AVE

VIBE

79444LICENSE NUMBER:

NATHAN J. POOLE, P.E.

T H

E O

F F

IC

IA

L R

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.0

F

.A .C

ENGINEER OF RECORD

SSIGNALIZATION PLAN

T-7

CITY OF BRADENTON

M A

T C

H L

I N

E B

S

H E

E T

T

E X

H I B

I T

A

P A

G E

O

F

SR 64 (MANATEE AVE) AND 22ND ST E

SIGNALIZED INTERSECTION-1

630-2-12

633-1-121

633-1-121

633-2-31

633-3-51

SSIGNALIZATION PLAN

T-8

ALL RED

YELLOW CLEARANCE

(CONTROLLER PHASE)

MOVEMENT NUMBER

CONTROLLER TIMINGS

EXTENSION

DIRECTION

MINIMUM GREEN

1 2

WB

3 4 5 6 7 8

EB SB

4.9 4.9

2.5 2.52.8

NB

4.0

3.4

2.8

SIGNAL DISPLAY - NORMAL OPERATION

SIGNAL DISPLAY FY FRFYFR

SIGNAL DISPLAY - PREEMPTION OPERATION

PREEMPTION

DELAY BEFORE

FY FRFYFR

CLEARANCE (SEC) Y

ALL RED (SEC)

DWELL (SEC)

MINIMUM PREEMPTION

CLEARANCE (SEC)

ALL RED (SEC)

R

R

R

R

R

R

R

Y

G

Y

R

R

R

R

R

R

R

R

R

2.5

(SEC)

DURATION

4.9

2.8

LEGEND

G - STEADY GREEN

R - STEADY RED

Y - STEADY YELLOW

FR - FLASHING RED

FY - FLASHING YELLOW

CITY OF BRADENTON

3.4

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEET

/1

/2

C

P r o je c ts

\F D

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W o r k s e ts

\F D

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\S ig n a li z a ti o n

\P L

A N

S G

.d g n

:0

:4

A M

F id e li s S o u z a

33625 FL, TAMPA

6914 W LINEBAUGH AVE

VIBE

79444LICENSE NUMBER:

NATHAN J. POOLE, P.E.

T H

E O

F F

IC

IA

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O R

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F

.A .C

ENGINEER OF RECORD

E X

H I B

I T

A

P A

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F

THE TIMINGS PROVIDED BY FDOT.

FDOT TO DEVELOP THE UPDATED TIMINGS. PROGRAM THE CONTROLLER PER

PARAMETERS AND ALLOW THREE (3) WEEKS FOLLOWING THE REQUEST FOR

INFORMATION NECESSARY TO DEVELOP THE BASIC SIGNAL TIMING

SIGNAL IS OPERATING AS DESIGNED. PROVIDE FDOT WITH ALL ‘AS-BUILT’

PEDESTRIAN FACILITIES ARE IN THEIR FINAL CONFIGURATION AND THE

ARTERIALS (863-519-2216) WHEN ALL LANES, STRIPING, SIGNALS AND

1. REQUEST UPDATED SIGNAL TIMINGS FROM FDOT TSM&O ENGINEER -

NOTES:

SR 64 (MANATEE AVE) AND 22ND ST E

SIGNALIZED INTERSECTION-1

DATE DESCRIPTION

NO.

SHEET

/1

/2

C

P r o je c ts

\F D

O T

W o r k s e ts

\F D

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\2 .0

C

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\S ig n a li z a ti o n \S

P D

T S

G .d g n

:5

:4

P

M F id e li s S o u z a

33625 FL, TAMPA

6914 W LINEBAUGH AVE

VIBE

79444LICENSE NUMBER:

NATHAN J. POOLE, P.E.

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

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T R

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F

IL

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D

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A

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E A

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D U

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-2

.0

F

.A .C

ENGINEER OF RECORD

MAST ARM TABULATION

T-9

G

Y

R

G

Y

R

G

Y

R

G

Y

R

G

Y

R

AC

24 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

IG

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

SIGN ASSEMBLY

INTERNALLY ILLUMIBATED

CITY OF BRADENTON

FUTURE DESIGN

PROPOSED

E X

H I B

I T

A

P A

G E

O

F

G

Y

R

* DENOTES NUMBER OF SECTIONS IN SIGNAL HEAD ASSEMBLY

SIGNAL DATA SIGN DATA

NO.

ID

NO.

SHEET

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

1 * 2 * 3 * 4 * 5 * 6 * A H1 W1 B H2 W2 C H3 W3 D H4 W4 E H5 W5

1 T-6

EASTING: 1149885

NORTHING: 482013

1.97

1 1.95 N Y V Y N 36.2' 3 49.5' 3 60.2' 2 62.1' 3 77.0' 2 78' 20.0' - 42.3' 2.5' 3.5' 55.1' 2.5' 3.5' 68.6' 2.5' 3.5'

2 T-6

EASTING: 1150027

NORTHING: 482061

1.71

1 1.25 N Y V Y N 30.5' 3 43.9' 3 52.2' 3 56.5' 3 68.3' 3 78' 20.0' - 36.6' 2.5' 3.5' 49.3' 2.5' 3.5' 60.2' 2.5' 3.5'

* DENOTES NUMBER OF SECTIONS IN SIGNAL HEAD ASSEMBLY

SIGNAL DATA SIGN DATA

NO.

ID

NO.

SHEET

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

1 * 2 * 3 * 4 * 5 * 6 * A H1 W1 B H2 W2 C H3 W3 D H4 W4 E H5 W5

1 T-6

EASTING: 1149885

NORTHING: 482013

1.97

1 1.95 N Y V Y N 36.2' 3 49.5' 3 60.2' 2 62.1' 3 75.3 3 77.0' 2 78' 20.0' - 42.3' 2.5' 3.5' 55.1' 2.5' 3.5' 68.6' 2.5' 3.5'

2 T-6

EASTING: 1150027

NORTHING: 482061

1.71

1 1.25 N Y V Y N 30.5' 3 43.9' 3 52.2' 3 56.5' 3 68.3' 3 74.5' 3 78' 20.0' - 36.6' 2.5' 3.5' 49.3' 2.5' 3.5' 60.2' 2.5' 3.5'

DATE DESCRIPTION

NO.

SHEET

/1

/2 c p w w o r k d ir

\p a te lg r e e n e p w

\p w u s e r \d m s

\M is c S tr M a s tA r m

.d g n

:4

:2

A

M U

S E

R ji ll

.l u k a s

33637 FL, TEMPLE TERRACE

12570 TELECOM DRIVE

PATEL, GREENE & ASSOCIATES, LLC

64669LICENSE NUMBER:

JOHNNY FUNG, P.E.

T H

E O

F F

IC

IA

L R

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O R

D O

F T

H

IS

S H

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T I

S T

H E

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F

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A

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N

E D

A N

D S

E A

L E

D U

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G

-2

.0

F

.A .C

ENGINEER OF RECORD

C

G h e c k e d

B y

G C h e c k e d

B y

J P

G

D e s i g n e d B

E V

D r a w n B

CITY OF BRADENTON

DATA TABLES

MAST ARM ASSEMBLIES

T-9

SPECIAL MAST ARM ASSEMBLIES DATA TABLE

SPECIAL MAST ARM ASSEMBLIES DATA TABLE (CONT.)

SPECIAL MAST ARM ASSEMBLIES DATA TABLE (CONT.)

NUMBER

ID

STRUCTURE

NUMBER

POLE

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

POLE

#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

POLE

Table Date 07-01-15

Table Date 01-01-12

Table Date 01-01-12

RC RD(in)

DESIGN WIND SPEED = 150 MPH2.

WORK WITH INDEX 649-031.1.

NOTES [Notes Date 07-01-13]:

RE RF(in)

TABLE IS ASSUMED TO BE AT THE SOIL SURFACE.

DESIGN, SEE FOUNDATION DATA TABLE. WATER

FOR SOIL ASSUMPTIONS AND VALUES USED IN 2.

SEALED BY KEVIN H. SCOTT, P.E..

PREPARED BY TIERRA, INC., AND SIGNED AND

THE GEOTECHNICAL ENGINEERING SERVICES REPORT

FOUNDATION DESIGN BASED ON DATA CONTAINED IN 1.

FOUNDATION NOTES:

39.0

39.0

14.54

14.54

0.25

0.25

42.5

42.5

19.05

19.05

0.375

0.375

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A N/A N/A N/A N/A

N/AN/A N/A N/A N/A

20.81

20.81

0.5

0.5

0.75

0.75

0.625

0.625

1.75

1.75

2.0

2.0

11.5

11.5

0.625

0.625

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A N/A N/A N/A N/A N/A N/A

N/AN/AN/AN/AN/AN/AN/A

2.5

2.5

25.5

35.5

13M195

13M195

52943.0SAND213M195

72943.0SAND113M195

N-VALUE

SPT

AVERAGE

(DEGREES)

ANGLE

SOIL FRICTION

WEIGHT (PCF)

SOIL

EFFECTIVE

SOIL TYPE

NUMBER

POLE

NUMBER

ID

STRUCTURE

FOUNDATION DATA TABLE

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

E X

H

IB

IT

A

, P A

G E

O F

T-10

E X

H

IB

IT

A

, P A

G E

O F

T-10T-11 E X

H

IB

IT

A

, P A

G E

O F

E X

H

IB

IT

A

, P A

G E

O F

DATE DESCRIPTION

NO.

SHEET

/1

/2

C

P r o je c ts

\F D

O T

W o r k s e ts

\F D

O T

\2 .0

C

O B

F S

\S ig n a li z a ti o n \S

P D

T S

G .d g n

:5

:5

P

M F id e li s S o u z a

33625 FL, TAMPA

6914 W LINEBAUGH AVE

VIBE

79444LICENSE NUMBER:

NATHAN J. POOLE, P.E.

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

G

-2

.0

F

.A .C

ENGINEER OF RECORD

SPLICING DIAGRAM

T-12

CITY OF BRADENTON

LEGEND

SPLICE ENCLOSURE

PROPOSED FIBER OPTIC

EXISTING FIBER / BUFFER

PROPOSED FIBER SPLICE

PROPOSED ETHERNET SWITCH

PROPOSED PATCH PANEL

PROPOSED FIBER / BUFFER

EXISTING SPLICE VAULT

BLUE BUFFER

GREEN BUFFER

BROWN BUFFER

WHITE BUFFER

BLACK BUFFER

ORANGE BUFFER

SLATE BUFFER

RED BUFFER

FIBER

STRAND

EXISTING

FIBER

STRAND

EXISTING

23RD ST E

SE CORNER OF SR 64 @

EXISTING FIBER OPTIC SPLICE VAULT

B U

F F

E R

B L

U E

Y E

L

B L

A

R E

D

A Q

U

R O

S

V

IO

G R

N

O R

G B

L U

W H

T

S L

T

B R

N

FIBER

STRAND

SR 64 AT 22ND ST E

NEW SIGNAL CABINET

YEL

BLA

RED

AQU

ROS

VIO

GRN

ORG

BLU

WHT

SLT

BRN

W E

S T

O N

S R

E A

S T

O N

S R

E X

H I B

I T

A

P A

G E

O F

MUKUNDA.GOPALAKRISHNA@MYMANATEE.ORG

NOTIFICATION CAN BE MADE TO MUKUNDA GOPALAKRISHNA AT

LEAST 48 HOURS IN ADVANCE OF THE PROPOSED FIBER SPLICING.

1. NOTIFY MANATEE COUNTY TRAFFIC ENGINEERING DIVISION AT

NOTES:

DATE DESCRIPTION

NO.

SHEET

/1

/2

C

P r o je c ts

\F D

O T

W o r k s e ts

\F D

O T

\2 .0

C

O B

F S

\S ig n a li z a ti o n \S

P D

T S

G .d g n

:5

:5

P

M F id e li s S o u z a

33625 FL, TAMPA

6914 W LINEBAUGH AVE

VIBE

79444LICENSE NUMBER:

NATHAN J. POOLE, P.E.

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

G

-2

.0

F

.A .C

ENGINEER OF RECORD

CONTROL DETAILS

TEMPORARY TRAFFIC

T-13

STOPS DURING CONSTRUCTION.

OF AN EXISTING TRANSIT STOP OR ROUTE. MAINTAIN ADA-COMPLIANT ACCESS TO ALL EXISTING TRANSIT

NOTIFY MANATEE COUNTY AREA TRANSIT (MCAT) 14 DAYS PRIOR TO PERFORMING ANY WORK IN THE VICINITY 6.

REQUIREMENTS SHALL ALWAYS BE MAINTAINED.

SIGN LOCATIONS MAY BE ADJUSTED BASED ON FIELD CONDITIONS. MINIMUM AND MAXIMUM SPACING 5.

IMPLEMENTATION.

4. THE CONTRACTOR'S TRAFFIC CONTROL PLAN MUST RECEIVE APPROVAL FROM THE FDOT PRIOR TO

TIMES DURING CONSTRUCTION.

3. THE EXISTING POSTED SPEED LIMIT OF 45 MPH ALONG SR 64 (MANATEE AVE) SHALL BE MAINTAINED AT ALL

OPTIC INFRASTRUCTURE INSTALLATION.

BICYCLE DETOURS WITH THE MAST ARM INSTALLATION, CONDUIT AND PULL BOX INSTALLATION, AND FIBER

INSTALLATIONS, 102-625 FOR MAST ARM INSTALLATION, 102-660 FOR PEDESTRIAN DETOURS AND 102-661 FOR

2. UTILIZE FDOT STANDARD PLANS 102-600, 102-604 AND 102-615 FOR MAST ARM UPRIGHT AND FOUNDATION

SERIES 102-600 SERIES.

1. THE MAINTENANCE OF TRAFFIC SHALL BE IN ACCORDANCE WITH THE FDOT STANDARD PLANS, INDEX

TEMPORARY TRAFFIC CONTROL DETAILS

CITY OF BRADENTON

E X

H I B

I T

A

P A

G E

O F

SR 64 (MANATEE AVE)

BICYCLE FACILITY CLOSURE DETAIL

N.T.S.

SIDEWALK CLOSURE DETAIL

N.T.S.

CLOSURE AREA

BICYCLE LANE

EXISTING SIDEWALK

CLOSURE AREA

SIDEWALK

T H

S T

E

T H

S T

E

SR 64 (MANATEE AVE)

T H

S T

E

T H

S T

E

SR 64 (MANATEE AVE)

SIDEWALK CLOSURE DETAIL

N.T.S.

EXISTING SIDEWALK

CLOSURE AREA

SIDEWALK

T H

S T

E

T H

S T

E

BICYCLE FACILITY CLOSURE DETAIL

N.T.S.

CLOSURE AREA

BICYCLE LANE

SR 64 (MANATEE AVE)

T H

S T

E

T H

S T

E

SYMBOLS:

Work Area

Lane Identification and Direction of Traffic

DATE DESCRIPTION

NO.

SHEET

/1

/2

C

P r o je c ts

\F D

O T

W o r k s e ts

\F D

O T

\2 .0

C

O B

F S

\S ig n a li z a ti o n \S

P D

T S

G .d g n

:5

:5

P

M F id e li s S o u z a

33625 FL, TAMPA

6914 W LINEBAUGH AVE

VIBE

79444LICENSE NUMBER:

NATHAN J. POOLE, P.E.

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

G

-2

.0

F

.A .C

ENGINEER OF RECORD

CONTROL DETAILS

TEMPORARY TRAFFIC

T-14

CITY OF BRADENTON

E X

H I B

I T

A

P A

G E

O F

1 OF 11102-600CONTROL THROUGH WORK ZONES

GENERAL INFORMATION FOR TRAFFIC

11/01/23

REVISION

LAST INDEX SHEET

R E

V

IS

IO

N DESCRIPTION:

STANDARD PLANS

FY 2024-25

GENERAL NOTES:

SHEET TABLE OF CONTENTS

L =

WS²

Road Type

1,500

45 360

42550

55 495

57060

65 645

70 730

BUFFER LENGTH "B"

TAPER LENGTH "L"

40 305

30 200

25 155

35 250 õ 40

L = WSö 45

Min. Spacing (feet)

Length (feet)

Min.

Length (feet)

Min.

Speed (mph)

Work Zone

Speed (mph)

Work Zone but not less than 155 feet.

the greatest length possible, geometric constraints, use cannot be attained due to

Note: When Buffer Length "B"

Work Zone Speed õ 40 mph

Arterials and Collectors with

Work Zone Speed ö 45 mph

Arterials and Collectors with

Limited Access Roadways * with the MUTCD and as approved by the Engineer.

mph, the minimum spacing may be reduced in accordance

* For Limited access roadways with work zone speed õ 55

Taper Tangent Taper Tangent

25 50

25 50

50 100

CHANNELIZING DEVICE SPACING

Vertical Panels, or Drums

Type II Barricades, Type I Barricades, ö 50 õ 45

(mph)

Speed

Zone

Work Max. Spacing (feet)

TABLE 2TABLE 1

TABLE 3

TABLE 4

Tubular Markers

Temporary

Cones or

3. Except for emergencies, any road closure on State Highway System must comply with Section 335.15, F.S.

Department criteria for any changes and document the reason for the change.

signals, signs, pavement markings, and channelizing devices. Comply with MUTCD or applicable approved by the Engineer. Devices include, but are not limited to, flaggers, portable temporary

Adjust device location or number thereof as recommended by the Worksite Traffic Supervisor and through 102-680 are Department-specific typical applications of commonly encountered situations.

2. Use this Index in accordance with the Plans and Indexes 102-601 through 102-680. Indexes 102-601 provided in the MUTCD.

(City/County) having jurisdiction may adopt requirements based on the minimum requirements

State Highways. For highways, roads and streets off the State Highway System, the local agency

State Highway System. Certain requirements in this Index are based on the high volume nature of construction and maintenance operations and utility work on highways, roads and streets on the preparation of traffic control plans and for the execution of traffic control in work zones, for

1. This Index contains information specific to the Federal and State guidelines and standards for the

WORK ZONE SIGN SPACING "X"

Temporary Barrier Notes

Channelizing Devices Notes

Speed Reduction Signing

General Notes, TTC Tables

MarkingsPavement

Channelizing Devices Consistency

Channelizing Devices

Closures Lane

VehiclesOverweight/Oversize

Of

Zones Work

Length

Superelevation

Lane

ControlFlagger

WorkSurvey4

High-Visibility

Widths

Apparel Safety

For

Devices Control

WorkOverhead

Traffic

Temporary

Definitions

Railroads

Clear

Widths Zone

Hazard

DistanceSight

GroundAbove

Boards Arrow

Drop-Offs8

Warning

Attenuators Mounted

Advanced

Signals

In

AsphaltTemporary

Separator

Entrance

Zones Work

Business

Truck

Supports Sign

Commonly6

Zone

Signs

Zones

Work5

Used Zones Work

Manholes/Crosswalks/Joints

In and Warning Signs Regulatory

S = speed in mph in feet

Where: W = width of offset

SYMBOLS:

Work Area

Work Zone Sign

Channelizing Device

Type III Barricade

DATE DESCRIPTION

NO.

SHEET

/1

/2

C

P r o je c ts

\F D

O T

W o r k s e ts

\F D

O T

\2 .0

C

O B

F S

\S ig n a li z a ti o n \S

P D

T S

G .d g n

:5

:5

P

M F id e li s S o u z a

33625 FL, TAMPA

6914 W LINEBAUGH AVE

VIBE

79444LICENSE NUMBER:

NATHAN J. POOLE, P.E.

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

G

-2

.0

F

.A .C

ENGINEER OF RECORD

CONTROL DETAILS

TEMPORARY TRAFFIC

T-15

CITY OF BRADENTON

E X

H I B

I T

A

P A

G E

O F

STOP

STOP

ROAD WORK

END

AHEAD

WORK

ROAD

ROAD WORK

END

ROAD WORK

END

AHEAD

WORK

ROAD

AHEAD

WORK

ROAD

ROAD WORK

END

AHEAD

WORK

ROAD

AHEAD

WORK

ROAD

ROAD WORK

END

AHEAD

WORK

ROAD

STOP

ROAD WORK

END

ROAD WORK

END

STOP

AHEAD

WORK

ROAD

ROAD WORK

END

AHEAD

WORK

ROAD

X

50' to 100' X X

X

X X

X

X200'

X

X 200'

200'

50'

More Than 200'

Less Than 200'

1 OF 2102-604

TWO-LANE, TWO-WAY, INTERSECTION WORK

11/01/22

REVISION

LAST INDEX SHEET

R E

V

IS

IO

N DESCRIPTION:

GENERAL NOTES:

operation from Index 102-600 may be used.

“SIDE ROAD INTERSECTING THE WORK ZONE” flagging

Left/Right Turning Movement sign (R3-1 or R3-2), the

8. As an option to the “STOP” sign (R1-1) and Restricted zone will be in place for 24 hours or less.

work zone sign distances may be omitted when the work

7. The "End Road Work" signs (G20-2) along with the associated

FLAGGER sign location.

of Rumble Strips and additional signs should begin at

Rumble Strips in accordance with Index 102-603. Placement

6. For unsignalized intersections, use Temporary Raised crosswalk in accordance with Index 102-660.

5. If the work area extends across a crosswalk, close the with Index 700-101.

TCZ signs, locate and post mount signs in accordance

4. If vehicles in a parking zone block the line of sight to instead of "Flagger Ahead" sign with symbol (W20-7).

3. Optionally, use "Flagger Ahead" sign with text (W20-7A) spacing values.

See Index 102-600 for “X” and channelizing device

2. X = Work Zone Sign Spacing work within or near the intersection.

1. This Index applies to two-lane, two-way roadways with

SYMBOLS:

Work Area

Work Zone Sign

Flagger

Channelizing Device (See Index 102-600)

Lane Identification and Direction of Traffic

Type III Barricade

Stop Bar

W20-1F

R3-2 R1-1

W20-7 W20-1F

R3-1 R1-1

W20-1F

W20-7 W20-1F

FROM INTERSECTION

LANE CLOSURE FOR WORK LESS THAN 200'

FROM INTERSECTION

LANE CLOSURE FOR WORK MORE THAN 200'

W20-7 W20-1F

W20-1F

R3-2 R1-1

R3-1 R1-1

W20-1F

W20-7 W20-1F

Note 7)

(See General

G20-2

Note 7)

(See General

G20-2

Note 7)

(See General

G20-2

Note 7)

(See General

G20-2

Note 7)

(See General

G20-2

Note 7)

(See General

G20-2

Note 7)

(See General

G20-2

Note 7)

(See General

G20-2

(See General Note 8)

(See General Note 8)

(See General Note 8)

(See General Note 8)

STANDARD PLANS

FY 2024-25

DATE DESCRIPTION

NO.

SHEET

/1

/2

C

P r o je c ts

\F D

O T

W o r k s e ts

\F D

O T

\2 .0

C

O B

F S

\S ig n a li z a ti o n \S

P D

T S

G .d g n

:5

:5

P

M F id e li s S o u z a

33625 FL, TAMPA

6914 W LINEBAUGH AVE

VIBE

79444LICENSE NUMBER:

NATHAN J. POOLE, P.E.

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

G

-2

.0

F

.A .C

ENGINEER OF RECORD

CONTROL DETAILS

TEMPORARY TRAFFIC

T-16

CITY OF BRADENTON

E X

H I B

I T

A

P A

G E

O F

1 OF 5102-615

MULTILANE ROADWAY, INTERSECTION WORK

11/01/22

REVISION

LAST INDEX SHEET

R E

V

IS

IO

N DESCRIPTION:

W20-5R

AHEAD

CLOSED

RIGHT LANE

W4-2

W20-1F

AHEAD

WORK

ROAD

Note 4)

(See General

MOT-13-06

PRESENT

WHEN WORKERS

DOUBLED

SPEEDING FINES

W4-2

W20-1F

AHEAD

WORK

ROAD

ROAD WORK

END

Note 4)

(See General

G20-2

X

X

X L

X X

X

ROAD WORK

END

Note 4)

(See General

G20-2

VariesLXXXX

Note 4)

(See General

MOT-13-06

PRESENT

WHEN WORKERS

DOUBLED

SPEEDING FINES

W20-1F

AHEAD

WORK

ROAD

ROAD WORK

END

Note 4)

(See General

G20-2

X

W20-1F

AHEAD

WORK

ROAD

ROAD WORK

END

Note 4)

(See General

G20-2

AHEAD

CLOSED

LEFT LANE

W20-5L

"MERGE"

Arrow Board Mode:

"MERGE"

Arrow Board Mode:

GENERAL NOTES:

6. Dual signs are required for divided roadways.

accordance with Index 102-660.

5. If the work area extends across a crosswalk, close the crosswalk in limit is 45 mph or less.

the work operation will be in place for 60 minutes or less and the speed for 24 hours or less. Additionally, arrow boards may be omitted when

Sign Distances, may be omitted when the work operation will be in place and "End Road Work" Sign (G20-2), along with associated Work Zone

4. The "Speeding Fines Doubled When Workers Present" sign (MOT-13-06) than 30' from the taper, remove or cover existing sign.

3. Use temporary "STOP" sign (R1-1) where the existing stop bar is more locate and post mount signs in accordance with Index 700-101.

2. If vehicles in a parking zone block the line of sight to TCZ signs, See Index 102-600 for "L", "B", "X", and channelizing device spacing values.

X = Work Zone Sign Distance

B = Buffer Length

1. L = Taper Length

STANDARD PLANS

FY 2024-25

ROADWAY

WORK IN INTERSECTION OF MULTILANE

SYMBOLS:

Work Area

Work Zone Sign

Channelizing Device (See Index 102-600)

Lane Identification and Direction of Traffic

Type III Barricade

Arrow Board

Stop Bar

DATE DESCRIPTION

NO.

SHEET

/1

/2

C

P r o je c ts

\F D

O T

W o r k s e ts

\F D

O T

\2 .0

C

O B

F S

\S ig n a li z a ti o n \S

P D

T S

G .d g n

:5

:5

P

M F id e li s S o u z a

33625 FL, TAMPA

6914 W LINEBAUGH AVE

VIBE

79444LICENSE NUMBER:

NATHAN J. POOLE, P.E.

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

G

-2

.0

F

.A .C

ENGINEER OF RECORD

CONTROL DETAILS

TEMPORARY TRAFFIC

T-17

CITY OF BRADENTON

E X

H I B

I T

A

P A

G E

O F

2 OF 5102-615

MULTILANE ROADWAY, INTERSECTION WORK

11/01/22

REVISION

LAST INDEX SHEET

R E

V

IS

IO

N DESCRIPTION:

MUST

RIGHT LANE

TURN RIGHT

STOP

XXXX

PRESENT

WHEN WORKERS

DOUBLED

SPEEDING FINES

AHEAD

WORK

ROAD

AHEAD

CLOSED

RIGHT LANE

L Varies X

ROAD WORK

END

X

W20-1F

AHEAD

WORK

ROAD

X

ROAD WORK

END

Varies

X

AHEAD

WORK

ROAD

XXX

PRESENT

WHEN WORKERS

DOUBLED

SPEEDING FINES

AHEAD

WORK

ROAD

X

X

AHEAD

WORK

ROAD

LEFT

MERGE

TRAFFIC

THRU

NOTE:

signs, and omit the merge symbol signs and arrow board.

LANE CLOSED AHEAD signs with ROAD WORK AHEAD work area must be barricaded. Replace the RIGHT (LEFT)

If the work area is confined to an auxiliary lane, the

f. Inside travel lane and adjoining auxiliary lane

e. Inside auxiliary lane

d. Inside travel lane

c. Outside travel lane and adjoining auxiliary lane

b. Outside auxiliary lane

a. Outside travel lane combinations:

Confine work operations to the following lane or lane

STANDARD PLANS

FY 2024-25

SYMBOLS:

Work Area

Work Zone Sign

Channelizing Device (See Index 102-600)

Lane Identification and Direction of Traffic

Type III Barricade

Arrow Board

Stop Bar

SIDE STREET

RIGHT LANE CLOSED ON FAR SIDE OF MINOR

RIGHT LANE CLOSED ON FAR SIDE OF INTERSECTION WITH SIGNIFICANT RIGHT TURNING MOVEMENTS

R3-7R

"MERGE"

Arrow Board Mode:

"MERGE"

Arrow Board Mode:

W04-7L

W4-2

Note 4)

(See General

MOT-13-06

W20-1F

Note 4)

(See General

G20-2

(See General Note 3)

R1-1

Note 4)

(See General

G20-2

W20-1F

Note 4)

(See General

MOT-13-06

W20-1F

W20-1F

W20-5

DATE DESCRIPTION

NO.

SHEET

/1

/2

C

P r o je c ts

\F D

O T

W o r k s e ts

\F D

O T

\2 .0

C

O B

F S

\S ig n a li z a ti o n \S

P D

T S

G .d g n

:5

:5

P

M F id e li s S o u z a

33625 FL, TAMPA

6914 W LINEBAUGH AVE

VIBE

79444LICENSE NUMBER:

NATHAN J. POOLE, P.E.

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

G

-2

.0

F

.A .C

ENGINEER OF RECORD

CONTROL DETAILS

TEMPORARY TRAFFIC

T-18

CITY OF BRADENTON

E X

H I B

I T

A

P A

G E

O F

1 OF 1102-625

TEMPORARY ROADWAY CLOSURE

11/01/20

REVISION

LAST INDEX SHEET

R E

V

IS

IO

N DESCRIPTION:

MedianMedian

W20-1F

AHEAD

WORK

ROAD

TO STOP

PREPARED

BE

AHEAD

FLAGGER

W3-4

(See Note 5)

W20-7A

W20-1F

AHEAD

WORK

ROAD

TO STOP

PREPARED

BE

AHEAD

FLAGGER

W3-4(See Note 5)

W20-7A

X X X B

Roadway Similar)

(Multilane Roadway Shown, Two-Lane

B X X X

STANDARD PLANS

FY 2024-25

Traffic Control Officer

SYMBOLS:

Work Zone Sign

Lane Identification and Direction of Traffic

Work Area

NOTES:

6. Dual Signs are required for divided roadways only.

instead of FLAGGER AHEAD sign with text (W20-7A).

5. Optionally, use FLAGGER AHEAD sign with symbol (W20-7) additional signs, devices or traffic control officers.

4. Traffic volume or complexly of the roadway may dictate traffic control officer with approval of the Engineer.

3. For Two-Lane Roadways, a Flagger may substitute the

See Index 102-600 for "B" and "X" values.

X = Work Zone Sign Distance

2. B = Buffer Length daytime roadway closures of 5 minutes or less.

roadways, except limited access facilities, with temporary

1. This Index applies to two-lane, two-way and multilane

DATE DESCRIPTION

NO.

SHEET

/1

/2

C

P r o je c ts

\F D

O T

W o r k s e ts

\F D

O T

\2 .0

C

O B

F S

\S ig n a li z a ti o n \S

P D

T S

G .d g n

:5

:5

P

M F id e li s S o u z a

33625 FL, TAMPA

6914 W LINEBAUGH AVE

VIBE

79444LICENSE NUMBER:

NATHAN J. POOLE, P.E.

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

G

-2

.0

F

.A .C

ENGINEER OF RECORD

CONTROL DETAILS

TEMPORARY TRAFFIC

T-19

CITY OF BRADENTON

E X

H I B

I T

A

P A

G E

O F

1 OF 2102-660

SIDEWALK CLOSURE

11/01/20

REVISION

LAST INDEX SHEET

R E

V

IS

IO

N DESCRIPTION:

DETOUR

DETOUR

DETOUR

DETOUR

DETOUR

DETOUR

R9-11AL

PEDESTRIAN DETOUR

(See Note 4)

R9-10

(See Notes 4 and 5)

Advance Closure LCD

(See Notes 4 and 5)

Advance Closure LCD

AHEAD

WORK

ROAD

W20-1F

AHEAD

WORK

ROAD

CROSS HERE

AHEAD

SIDEWALK CLOSED

CROSS HERE

AHEAD

SIDEWALK CLOSED

CLOSED

SIDEWALK

USE OTHER SIDE

SIDEWALK CLOSED

USE OTHER SIDE

SIDEWALK CLOSED

STANDARD PLANS

FY 2024-25

M4-9BR

M4-9BL

M4-9BL

M4-9BR

R9-11AR

M4-9BL

M4-9BR

(See Note 4)

R9-10

(See Note 4)

R9-9

W20-1F

SYMBOLS:

Work Area

NOTES:

facilities (e,g,, transit stops, residences, or business entrances).

5. Omit the Advance Closure LCD if it blocks access to other pedestrian in accordance with the manufacturer's instructions.

4. "Sidewalk Closed" signs (R9-XX) may be mounted on pedestrian LCDs panel to the surface of the sidewalk.

maintain a minimum 7’ clearance from the bottom of the sign

3. For post mounted signs located near or adjacent to a sidewalk,

2. Place pedestrian LCDs across the full width of the closed sidewalk.

closed crosswalks.

1. Cover or deactivate pedestrian traffic signal display(s) controlling

Work Zone Sign

Pedestrian Longitudinal Channelizing Device (LCD)

DATE DESCRIPTION

NO.

SHEET

/1

/2

C

P r o je c ts

\F D

O T

W o r k s e ts

\F D

O T

\2 .0

C

O B

F S

\S ig n a li z a ti o n \S

P D

T S

G .d g n

:5

:5

P

M F id e li s S o u z a

33625 FL, TAMPA

6914 W LINEBAUGH AVE

VIBE

79444LICENSE NUMBER:

NATHAN J. POOLE, P.E.

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

G

-2

.0

F

.A .C

ENGINEER OF RECORD

CONTROL DETAILS

TEMPORARY TRAFFIC

T-20

CITY OF BRADENTON

E X

H I B

I T

A

P A

G E

O F

1 OF 2102-661

BICYCLE FACILITY CLOSURE

11/01/24

REVISION

LAST INDEX SHEET

R E

V

IS

IO

N DESCRIPTION:

X XX

X X

DETOUR

BICYCLE DETOUR

AHEAD

DETOUR

W16-8P

W20-2a

W20-5b

AHEAD

DETOUR

W20-2a

M4-8b

W16-5P

W16-8P

W16-8P

W16-5P

W16-8P

M4-9c

DETOUR

END CLOSED

LANE

BIKE

MAIN ST.

MAIN ST.

MAIN ST.

MAIN ST.

DETOUR

M4-9c

W16-8P

MAIN ST.

DETOUR

M4-9c

DETOUR

W16-8P

M4-9c

MAIN ST.

DETOUR

DETOUR

MOT-21-21

MOT-21-21

MOT-21-21

AHEAD

CLOSED

BIKE LANE

R9-12

AHEAD

WORK

ROAD

AHEAD

WORK

ROAD

STANDARD PLANS

FY 2024-25

GENERAL NOTES:

SYMBOLS:

Work Area

Work Zone Sign

Channelizing Device (See Index 102-600)

Lane Identification and Direction of Traffic

Type III Barricade by the Engineer or shown in the Plans.

5. Include additional signage at intersections as required for 24 hours or less.

be omitted when the work operation will be in place along with associated work zone sign distances, may signs (MOT-13-06) and "End Road Work" signs (G20-2),

4. The "Speeding Fines Doubled When Workers Present"

3. Provide a minimum 5'-0" wide bicycle path.

device spacing values.

See Index 102-600 for "L", "B", "X", channelizing

X = Work Zone Sign Distance

B = Buffer Length

2. L = Taper Length

1. Use this Index only when called for in the Plans.