ITB_CIP250428_Signalization_of_SW_43rd_CourtSW_40th_Street_-_Exhibit_C_-_Plan_Set.pdf

PDF 3 MB Posted Feb 19, 2025

Attached to: Signalization of SW 43rd Court/SW 40th Street
Solicitation number: ITB# CIP/250428
Issued by: Marion County, Orlando City, Florida

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Written by GovTribe AI · May 1, 2025

The document is a comprehensive bid plan set for the City of Ocala, Florida, specifically for the signalization project at the intersection of SW 43rd Court and SW 40th Street (Contract No. CIP/250428). The project involves constructing a new traffic signal system with multiple technical components, including concrete strain poles, traffic signals, intelligent transportation system (ITS) and smart signal technology, pedestrian signals and detectors, and loop assemblies. The plan set includes detailed engineering drawings, technical specifications, signal timing plans, utility coordination information, and installation requirements. The project will be constructed within existing rights of way and requires adherence to current ADA standards for pedestrian features.

The bid is structured on a unit price basis, with the City providing certain key infrastructure components like prestressed concrete poles and traffic controller assemblies, which the contractor will transport and install. The contractor is responsible for providing all additional materials, labor, and equipment to complete the project. A 5% bid bond is required, and bidders must submit pricing for all line items through Exhibit B - Price Proposal. The City will award the contract to the lowest bidder meeting all outlined requirements, with bid prices to be honored for 60 days after award. The project emphasizes proper maintenance of traffic throughout construction and requires coordination with multiple utility companies, including City of Ocala Water & Sewer, City of Ocala Electric, Lumen, and others listed in the documentation.

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ITB_CIP250428_Signalization_of_SW_43rd_CourtSW_40th_Street_-_Exhibit_B_-_Price_Proposal.xlsx	XLSX spreadsheet	Feb 19, 2025
ITB_CIP250428_Signalization_of_SW_43rd_CourtSW_40th_Street_-_Exhibit_A_-_Scope_of_Work.pdf	PDF	Feb 19, 2025

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CITY OF OCALA

OFFICE OF THE CITY ENGINEER

SW 43RD CT AT SW 40TH ST

SIGNALIZATION PLANS

(STRAIN POLE)

BID PLANS

CONTRACT NO. CIP/250428

SW 43RD CT N POSTED/DESIGN SPEED = 40 MPH

SW 43RD CT S POSTED/DESIGN SPEED = 30 MPH

SW 40TH ST E POSTED/DESIGN SPEED = 30 MPH

SW 40TH ST W POSTED/DESIGN SPEED = 45 MPH

CALL 2 BUSINESS

DAYS BEFORE

YOU DIG

IT'S THE LAW!

DIAL 811

PROJECT

LOCATION

ENGINEER'S CERTIFICATION

I HEREBY CERTIFY THAT THE WORK PROPOSED BY THESE PLANS

COMPLY WITH THE APPLICABLE STANDARDS AND SPECIFICATIONS AS

REQUIRED BY THE LAND DEVELOPMENT CODE OF MARION COUNTY,

FLORIDA, AND FDOT STANDARD PLANS EXCEPT AS NOTED OR SHOWN.

AMBER L. GARTNER, P.E.

KIMLEY-HORN AND ASSOCIATES, INC. (REGISTRY 35106)

1700 SE 17TH STREET, SUITE 200

OCALA, FLORIDA 34471

FLORIDA P.E. NO. 72294

CONSTRUCTION REFERENCES

BID SPECIFICATIONS AND CONTRACT

CITY OF OCALA LAND DEVELOPMENT CODE, LATEST EDITION

CITY OF OCALA STANDARD SPECIFICATIONS FOR CONSTRUCTION OF STREETS,

STORMWATER, TRAFFIC, WATER AND SEWER INFRASTRUCTURE, JANUARY 2024

FDOT STANDARD PLANS FOR ROAD AND BRIDGE CONSTRUCTION, FY 2024-25

FDOT STANDARD SPECIFICATIONS FOR ROAD & BRIDGE CONSTRUCTION, FY 2024-25

MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN, CONSTRUCTION AND

MAINTENANCE FOR STREETS AND HIGHWAYS (FLORIDA GREENBOOK), FDOT, 2018

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, 2009

EDITION, INCLUDING REVISIONS 1 AND 2 USDOT, FHWA

CITY OFFICIALS

MAYOR - BEN MARCIANO

DISTRICT 1 - COUNCIL PRESIDENT BARRY MANSFIELD

DISTRICT 2 - COUNCIL MEMBER IRE BETHEA, SR.

DISTRICT 3 - COUNCIL MEMBER JAY MUSLEH

DISTRICT 4 - COUNCIL PRESIDENT PRO-TEM KRISTEN DREYER

DISTRICT 5 - COUNCIL MEMBER JAMES HILTY, SR.

CITY ENGR./ENGINEERING DIRECTOR - SEAN LANIER, P.E., CFM

LINEAR FEET MILES

N/AN/A

GROSS LENGTH OF PROJECT

EXCEPTIONS

NET LENGTH OF PROJECT

BRIDGES

ROADWAY

LENGTH OF PROJECT

131.5

N/A

N/A N/A

0.025

N/A N/A N/A

SHEET NUMBER SHEET DESCRIPTION

KEY SHEETT-01

T-02 T-03

SIGNATURE SHEET

GENERAL NOTES & QUANTITIES

T-04 GENERAL NOTES & QUANTITIES

T-06 SIGNALIZATION PLAN

T-07 SIGNALIZATION PLAN

T-10 SPAN TABULATION

T-12 GUIDESIGN WORKSHEET

T-11 STRAIN POLE ASSEMBLIES DATA TABLE

UTILITY COMPANIES

UTILITY COMPANY CONTACT PERSON PHONE NUMBER

(352) 351-6775STACEY FERRANTECITY OF OCALA WATER & SEWER

(352) 374-3274STEVE SHORTCITY OF OCALA ELECTRIC

(352) 425-4444JOHN PLAMONDONLUMEN LOCAL

(352) 351-6733NICK BLIZZARDCITY OF OCALA TRAFFIC

CITY OF OCALA FIBER (352) 401-6950OSHANE PARKER

LANDON MEAHLTECO PEOPLES GAS (407) 408-5566

KENNY KROLLSPECTRUM (352) 553-0094

PROJECT LOCATION MAP

(NOT TO SCALE)

SECTIONS: 34; TOWNSHIP: 15 SOUTH; RANGE: 21 EAST

MARION COUNTY, FLORIDA

T-05 SIGNING AND MARKING PLAN

(352) 966-8107BRYAN WILLIAMSCOX CABLE

T-08 T-09

SCHOOL FLASHER PLAN

INDEX OF PLANS

T-13 PROJECT SIGN DETAIL

P R O

FESSIONAL ENGIN

RSTATE OF

FLORIDA

L I C E N SE

No 72294

R L. GARTNER

No 93862

P R O

FESSIONAL ENGIN

RSTATE OF

FLORIDA

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GENERAL NOTES

1. THE MAINTAINING AGENCY IS CITY OF OCALA.

2. THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH THE CITY OF OCALA STANDARD SPECIFICATIONS FOR CONSTRUCTION OF STREETS, STORMWATER, TRAFFIC, WATER, AND SEWER INFRASTRUCTURE (JANUARY 2024), THE 2009 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD); THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (FY 2024-25) AND THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD PLANS FOR ROAD CONSTRUCTION (FY 2024-25), AND ALL

SUPPLEMENTS APPLICABLE THERETO.

3. ALL WORK SHALL CONFORM TO SECTION 34 41 13 TRAFFIC SIGNALS, OF THE CITY OF OCALA STANDARD SPECIFICATIONS FOR CONSTRUCTION

OF STREETS, STORMWATER, TRAFFIC, WATER, AND SEWER INFRASTRUCTURE.

4. THESE PLANS REFLECT CONDITIONS KNOWN AT THE TIME OF PLAN DEVELOPMENT. IN THE EVENT THAT ACTUAL FIELD CONDITIONS PREVENT THE APPLICATION OF THESE PLANS AND/OR THE SPECIFICATIONS OR THE PROGRESSION OF THE WORK SPECIFIED IN THE PLANS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND CITY OF OCALA ENGINEER'S OFFICE IMMEDIATELY AND PRIOR TO ANY FURTHER EXECUTION

OF THE WORK.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UTILITY LOCATION COORDINATION EFFORTS AS REQUIRED BY OSHA AND FLORIDA STATUTE REGARDING PROTECTION OF EXISTING UTILITIES. THE CONTRACTOR IS REMINDED THAT NOT ALL UTILITY PROVIDERS ARE SUBSCRIBERS TO THE SUNSHINE STATE ONE-CALL SYSTEM, AND IT SHALL BE INCUMBENT UPON THE CONTRACTOR TO MAKE EVERY EFFORT TO

ENSURE THAT ALL UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION.

6. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY DEPARTMENT AT LEAST TWO (2) BUSINESS DAYS IN ADVANCE OF POLE SETTING AND OPERATIONS WHERE CONFLICT WITH OVERHEAD ELECTRICAL UTILITIES IS EXPECTED, WITH TRENCHING OPERATIONS, OR ANYWHERE

UTILITY CONFLICTS MAY BE ENCOUNTERED.

7. IN THE EVENT OF CONFLICT WITH THE CROSSING OF EXISTING UNDERGROUND UTILITIES, THE CONTRACTOR SHALL ADJUST THE DEPTH OF PROPOSED CONDUIT AS INSTRUCTED BY THE ENGINEER IN CHARGE TO PROVIDE VERTICAL SEPARATION PER PREVAILING STANDARDS.

8. THE CONTRACTOR SHALL HAND DIG THE FIRST 4' AT EACH POLE LOCATION AND THE FIRST 2' AT EACH PEDESTAL LOCATION.

9. THE CONTRACTOR SHALL NOTIFY CITY OF OCALA AT LEAST SEVEN (7) BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION.

10. CONTRACTOR SHALL APPLY FOR A RIGHT-OF-WAY UTILIZATION PERMIT, AT LEAST 5 BUSINESS DAYS PRIOR TO STARTING WORK DATE, FOR ANY

WORK BEING DONE WITHIN THE CITY'S RIGHT-OF-WAY.

11. IN THE EVENT THAT TRAFFIC SIGNAL CONSTRUCTION ACTIVITY AT THE INTERSECTION REQUIRES CLOSURE OF A LANE OR LANES, THE CONTRACTOR SHALL PROCURE THE SERVICES OF TRAFFIC CONTROL OFFICER TO DIRECT TRAFFIC FOR THE DURATION OF THE CLOSURE(S).

PAYMENT FOR THE OFFICER SHALL BE INCIDENTAL TO THE WORK AND WILL NOT BE PAID SEPARATELY.

12. ALL MAINTENANCE OF TRAFFIC FOR THIS INSTALLATION SHALL CONFORM TO THE FDOT STANDARD INDEX(ES) 102-600 THROUGH 102-680 THAT ARE MOST APPLICABLE TO THE INTENT OF THE CONSTRUCTION ACTIVITY IN PROGRESS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

MAINTENANCE OF TRAFFIC FOR THE DURATION OF THIS PROJECT.

13. VARIABLE MESSAGE SIGNS SHALL BE INSTALLED ON SW 43RD COURT AND SW 40TH STREET 500 FEET IN ADVANCE OF THE TRAFFIC SIGNAL. THE SIGNS SHALL BE ACTIVATED ON THE DAY THE SIGNAL IS TURNED ON AND WILL OPERATE FOR 14 DAYS. THE MESSAGE SHALL BE "NEW SIGNAL

AHEAD" "BE PREPARED TO STOP".

14. AT THE TIME OF FINAL ACCEPTANCE OF THE PROJECT, THE TRAFFIC SIGNALS SHALL BE INSPECTED BY THE CITY OF OCALA TRAFFIC DIVISION.

AT THAT TIME, THE CONTRACTOR SHALL PROVIDE A WARRANTY/MAINTENANCE BOND AND FURNISH ALL NECESSARY TEST EQUIPMENT, INCLUDING A BUCKET TRUCK, FOR THE TESTING AND INSPECTION OF TRAFFIC SIGNALS. A SIGNAL INSPECTION IS TO BE SCHEDULED WITH THE CITY OF OCALA PUBLIC WORKS (352) 351-6733, A MINIMUM OF 10 DAYS PRIOR TO THE SIGNAL BEING PLACED INTO OPERATION.

15. DURING NON-WORKING HOURS, THE CONTRACTOR SHALL NOT STORE ANY MATERIALS OR PARK ANY EQUIPMENT WITHIN 30 FEET OF THE EDGE OF THE TRAVELED WAY. IF THE ABOVE IS NOT POSSIBLE, THE CONTRACTOR SHALL APPOINT AN APPROVED STORAGE AREA AND SUCH AREA

SHALL BE PROPERLY DELINEATED AND ADVANCE WARNING SHALL BE UTILIZED.

16. PER FDOT STANDARD SPECIFICATIONS, ALL FIELD WIRING SHALL BE CLEARLY IDENTIFIED WITH WEATHERPROOF TAGS THAT ARE SECURELY ATTACHED TO EACH CABLE. THE CONTRACTOR SHALL SUBMIT THE PROPOSED TAGGING SYSTEM WITH THE SUBMITTALS PACKAGE AS

REQUIRED FOR PERMIT JOBS.

17. PRIOR TO FINAL ACCEPTANCE BY THE CITY, SUBMIT TO THE CITY TRAFFIC ENGINEER TWO (2) COMPLETE AND COMPREHENSIVE SETS OF AS-BUILT PLANS ON TWENTY-FOUR INCH BY THIRTY-SIX INCH (24"x36") PLAN SHEETS AND ONE ELECTRONIC FILE COPY ON READABLE CD.

AS-BUILT DRAWINGS SHALL ACCURATELY REFLECT THE ACTUAL, AS-BUILT CABINET IN THE FIELD AND SHALL IDENTIFY THE FOLLOWING

INFORMATION.

a. ABANDONED AND UNUSED PULL BOXES SHALL BE CLEARLY LABELED.DISTANCES FROM THE INTERSECTION OF EACH INSTALLED PULL BOX

SHALL BE MEASURED FROM THE PERPENDICULAR EDGE OF CURB AND FROM THE EDGE OF THE NEAREST CURB TO INDICATE LOCATION IN

RELATION TO THE ROADWAY.

b. THE INSTALLED CONDUIT'S SIZE AD NUMBER OF RUNS SHALL BE CLEARLY NOTED AS WELL AS THE DISTANCE AWAY FROM THE NEAREST

CURB.

c. IF INSTALLED, THE LOCATION OF SIGNAL POLES, CONTROLLER CABINET, UNINTERRUPTIBLE POWER SUPPLY AND BATTERY BACKUP CABINET, COMMUNICATION CABLE, VIDEO DETECTION CAMERAS AND CABLE, ITS CAMERAS AND CABLE, OVERHEAD MOUNTED STREET NAME SIGNS, LIGHTED OR NON-LIGHTED AND CABLE RUNS, AND POWER CABLE SHALL BE SHOWN ON THE PLANS.

d. TWO (2) SETS OF SIGNAL WIRING COLOR CODE FORMS SHALL BE INCLUDED WITH THE AS-BUILT PLANS.

e. CONTRACTOR SHAL CORRECT ANY ERRORS TO THE AS-BUILT PLANS UPON REVIEW BY THE ENGINEER BEFORE FINAL ACCEPTANCE IS

COMPLETE.

18. THE CONTRACTOR SHALL SUBMIT CERTIFICATES OF INSPECTION FROM THE MANUFACTURER THAT THE EQUIPMENT AND MATERIALS TO BE SUPPLIED HAVE BEEN INSPECTED AT THE PLANT AND MEET THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. THESE CERTIFICATES SHALL

BE SUBMITTED PRIOR TO BEGINNING WORK.

19. THE CABINET DOOR SHALL BE ORIENTED SO THAT THE DOOR OPENS AWAY FROM THE INTERSECTION.

20. THREE SPARE CONDUCTORS PER SIGNAL CABLE ARE REQUIRED. SPARES SHALL BE BOUND TOGETHER AND GROUNDED TO THE BUS

GROUNDING FACILITY IN THE CONTROLLER CABINET.

21. ALL TRAFFIC SIGNAL HEAD ASSEMBLIES SHALL HAVE A MINIMUM LOW POINT OF CLEARANCE OF 17.5' AND A MAXIMUM HIGH POINT OF

CLEARANCE OF 19' FROM THE BOTTOM OF THE ASSEMBLY TO THE ROADWAY.

22. THE CONTRACTOR SHALL VERIFY COLOR CODES WITH CITY OF OCALA FOR THE SIGNAL CABLE CONDUCTORS PRIOR TO ORDERING.

23. CIRCULAR DRIP LOOPS (MINIMUM ONE CIRCLE) ARE TO BE PROVIDED AT ALL AERIAL DISCONNECT HANGERS, INTERCONNECT JUNCTION BOX, ELECTRICAL SIGN, AND POLE LOCATIONS.

24. CABLE GRIP SHALL BE OF SUFFICIENT SIZE TO NOT COMPROMISE THE INSULATION ON THE SIGNAL CABLE.

25. ALL CABLE SHALL BE PULLED IN THE CONDUIT WITH A CABLE GRIP DESIGNED TO PROVIDE A FIRM HOLD ON THE EXTERIOR COVERING OF THE CABLE. A WINCH WITH A SLIP CLUTCH SHALL BE USED TO ENSURE THAT THE ALLOWABLE TENSION IS NOT EXCEEDED. AN APPROVED

LUBRICANT SHALL BE USED TO FACILITATE THE PULLING OF THE CABLE.

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DIAL 811

PAY ITEM NOTES

(ALL TRAFFIC EQUIPMENT MUST BE ON THE FDOT APPROVED PRODUCT LIST (APL), AND MUST BE APPROVED BY CITY OF OCALA BEFORE

PROCUREMENT)

PAY ITEM NO. 102-1

INCLUDES STRIPING AND RPMS NECESSARY FOR MAINTENANCE OF TRAFFIC APPLICATIONS, AND STRIPING AND RPMS NOT ON FINAL SURFACE.

INCLUDES SIGNS, CHANNELIZING DEVICES, AND TEMPORARY SIDEWALK CONSTRUCTION NECESSARY TO IMPLEMENT PEDESTRIAN MAINTENANCE

OF TRAFFIC AT THE INTERSECTION.

PAY ITEM NO. 522-2

QUANTITY TO BE BASED ON AREAS NEEDED TO RECONSTRUCT EXISTING CONCRETE SIDEWALK WHERE PROPOSED IMPROVEMENTS IMPACT EXISTING SIDEWALK. PAY ITEM TO INCLUDE REMOVAL OF EXISTING CONCRETE AND CONSTRUCTION OF NEW CONCRETE.

PAY ITEM NOs. 630-2-11 AND 630-2-12 CONDUIT IS TO BE 2" SCH 40 PVC INSTALLED AT A 36" MINIMUM DEPTH. ENSURE THAT THE CONDUIT IS TERMINATED INSIDE OF THE PROPOSED

CONTROLLER CABINET.

PAY ITEM NO. 634-5-1

CONTRACTOR TO INSTALL NON-CONDUCTIVE INSULATORS WHERE CATENARY AND MESSENGER WIRES CROSS OVERHEAD POWER CONDUCTORS.

CONTRACTOR TO COORDINATE WITH OCALA ELECTRIC UTILITY PRIOR TO PROCUREMENT OF MATERIALS TO CONFIRM REQUIREMENTS FOR

CROSSING OF THE ELECTRIC LINES.

PAY ITEM NO. 635-2-11

PULL BOXES AND COVERS SHALL BE NON-METALLIC CONSTRUCTION WITH RECESSED COVER LOGO "TRAFFIC SIGNAL", "LOOP", OR "FIBER OPTIC" AS APPROPRIATE. SHALL INCLUDE CONSTRUCTION OF A 12" WIDE BY 6" DEEP CONCRETE APRON AROUND THE NEW PULL BOX.

PAY ITEM NO. 641-2-30

SHALL INCLUDE ALL LABOR AND EQUIPMENT TO INSTALL TYPE P-VIII PRESTRESSED CONCRETE POLES TO BE FURNISHED BY THE CITY OF OCALA.

SHALL INCLUDE TRANSPORT BY THE CONTRACTOR OF THE FURNISHED POLES TO THE CONSTRUCTION SITE.

PAY ITEM NOs. 650-1-14 AND 650-1-16 SHALL BE DIALIGHT BRAND XLF OF XOD SERIES WITH TINTED LENSES OR LATER, AND CONFORM TO THE MUTCD AND SECTION 650 OF THE FDOT STANDARD SPECIFICATIONS. SHALL INCLUDE INSTALLATION OF RETROREFLECTIVE BACKPLATES. VEHICULAR SIGNAL DISPLAYS SHALL BE FLAT

BLACK IN COLOR.

PAY ITEM NOs. 660-6-121 AND 660-6-122 TRAVEL TIME READER SHALL BE ITERIS BLUETOAD SPECTRA RSU-CV2X SYSTEM WITH SHORT ANTENNAE KIT, COMPATIBLE WITH THE CITY'S

EXISTING TRAVEL TIME READER SOFTWARE.

PAY ITEM NO. 665-1-11

SHALL BE POLARA ENGINEERING BDL3 SERIES PIEZO PUSH BUTTON. CONTRACTOR SHALL CONFIRM THAT A 4'X4' FLAT LANDING AREA IS PRESENT

ADJACENT TO THE DETECTOR.

PAY ITEM NO. 670-5-300

SHALL INCLUDE ALL LABOR AND EQUIPMENT TO INSTALL TRAFFIC CONTROLLER ASSEMBLY WITH CABINET TO BE FURNISHED BY THE CITY OF OCALA. SHALL INCLUDE CONSTRUCTION OF THE CONCRETE BASE AND ALL ITEMS REQUIRED FOR INSTALLATION SPECIFIED IN THE CITY OF OCALA

STANDARD SPECIFICATIONS FOR CONSTRUCTION, SECTION 34 41 13.

PAY ITEM NO. 682-1-113

CCTV CAMERA SHALL BE AXIS Q6315-LE PTZ DOME CCTV CAMERA. CONTACT THE PUBLIC WORKS TRAFFIC DIVISION (352-351-6733) FOR THE CURRENTLY APPROVED MANUFACTURERS. CAMERA SHALL BE INSTALLED ON A J-POLE AFFIXED TO AN ALUMINUM EXTENSION ARM ON THE STRAIN

POLE.

PAY ITEM NO. 684-1-1

SHALL BE ALCATEL OS 6465 SERIES, FL

PAY ITEM NO. 685-1-13

SHALL CONSIST OF AN ALPHA TECHNOLOGIES FXM HP1100 UNINTERRUPTED POWER SUPPLY (UPS) WITH AN ALPHA TECHNOLOGIES SE48-2216 WITH UATS, RM FOR FXM - 1100/2000, 5 FT, BCK, AG, LAMP, LRI, SLIDE OUT BATTERY TRAYS, NAT. AI, AND NO GENERATOR COMPARTMENT.

PAY ITEM NO. 700-5-22

LED STREET NAME SIGNS SHALL BE POWERED FROM A BREAKER LOCATED IN THE ELECTRICAL SIGNAL SERVICE DISCONNECT AND THE PHOTO CELL SHALL ALSO BE INSTALLED ON THE OUTSIDE OF THE ELECTRICAL SIGNAL SERVICE DISCONNECT. SHALL BE TRANSPORTATION CONTROL

SYSTEMS FREE SWINGING DUAL FACE LED BRITELITE TCSSIGNBL SERIES.

PAY ITEM NO. 700-141-510

INCLUDES HARDWARE AND EQUIPMENT TO CONVERT EXISTING SOLAR FLASHING BEACONS TO AC POWER.

PAY ITEM FOR PROJECT SIGN

DETAIL FOR PROJECT SIGN IS PROVIDED ON SHEET T-13. CONTRACTOR TO CONFIRM SIGN SPECIFICATIONS WITH THE CITY OF OCALA PRIOR TO

ORDERING.

FDOT PAY

ITEM NUMBER

DESCRIPTION UNIT QUANTITY

101-1 MOBILIZATION AND SPECIAL PROVISIONS LS 1

102-1 MAINTENANCE OF TRAFFIC LS 1

N/A AS-BUILT PLANS AND CONSTRUCTION LAYOUT SURVEY LS 1

522-2 CONCRETE SIDEWALK AND DRIVEWAYS, 6" THICK SY 25

630-2-11 CONDUIT, FURNISH & INSTALL, OPEN TRENCH LF 3355

630-2-12 CONDUIT, FURNISH & INSTALL, DIRECTIONAL BORE LF 535

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

633-3-11 FIBER OPTIC CONNECTION HARDWARE, FURNISH & INSTALL, SPLICE ENCLOSURE EA 1 633-3-16 FIBER OPTIC CONNECTION HARDWARE, FURNISH & INSTALL, PATCH PANEL- FIELD TERMINATED EA 1

634-4-153 SPAN WIRE ASSEMBLY, FURNISH & INSTALL, TWO POINT, BOX PI 1

634-5-1 FIBERGLASS INSULATOR, FURNISH & INSTALL LF 48

635-2-11 PULL & SPLICE BOX, FURNISH & INSTALL, 13" x 24" COVER SIZE EA 19

635-2-12 PULL & SPLICE BOX, F&I, 24" X 36" COVER SIZE EA 10

639-1-122 ELECTRICAL POWER SERVICE, FURNISH & INSTALL, UNDERGROUND, METER PURCHASED BY CONTRACTOR FROM POWER COMPANY AS 1

639-2-1 ELECTRICAL SERVICE WIRE, FURNISH & INSTALL LF 3,395

639-3-11 ELECTRICAL SERVICE DISCONNECT, FURNISH & INSTALL, POLE MOUNT EA 1

641-2-12 PRESTRESSED CONCRETE POLE, FURNISH & INSTALL, TYPE P-II SERVICE POLE EA 1

641-2-30 PRESTRESSED CONCRETE POLE, INSTALL EA 4

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

650-1-24 VEHICULAR TRAFFIC SIGNAL, FURNISH & INSTALL POLYCARBONATE W/ALUM TOP, 3 SECTION, 1 WAY AS 8 650-1-26 VEHICULAR TRAFFIC SIGNAL, FURNISH & INSTALL POLYCARBONATE W/ALUM TOP, 4 SECTION, 1 WAY AS 2

653-1-12 PEDESTRIAN SIGNAL, FURNISH & INSTALL, LED COUNTDOWN, 2 WAY AS 4

660-2-102 LOOP ASSEMBLY, FURNISH & INSTALL, TYPE B AS 4

660-2-106 LOOP ASSEMBLY, FURNISH & INSTALL, TYPE F AS 4

660-6-121 VEHICLE DETECTION SYSTEM- AVI, BLUETOOTH, FURNISH & INSTALL, CABINET EQUIPMENT EA 1 660-6-122 VEHICLE DETECTION SYSTEM- AVI, BLUETOOTH, FURNISH & INSTALL, ABOVE GROUND EQUIPMENT EA 1

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

670-5-300 TRAFFIC CONTROLLER ASSEMBLY, INSTALL AS 1

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

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

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

685-2-1 REMOTE POWER MANAGEMENT UNIT- RPMU, FURNISH AND INSTALL EA 1

700-1-600 SINGLE COLUMN GROUND SIGN ASSEMBLY, REMOVE EA 4

700-3-201 SIGN PANEL, FURNISH & INSTALL, OVERHEAD MOUNT, UP TO 12 SF EA 2

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

700-141-121 ENHANCED HIGHWAY SIGN ASSEMBLY, AC POWERED, F&I GROUND MOUNT, W/2 BEACONS, UP TO 12 SF OF STATIC SIGN PANELS EA 2 700-141-510 ENHANCED HIGHWAY SIGN ASSEMBLY, AC POWERED, RETROFIT EXISTING GROUND MOUNT, 1 BEACON EA 6 700-142-902 ENHANCED HIGHWAY SIGN ASSEMBLY, SOLAR POWERED, REMOVE - GROUND MOUNT EA 2

N/A PROJECT SIGN EA 2

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EXISTING SIGN TO BE REMOVED

ONCE SIGNAL IS OPERATIONAL

EXISTING SIGN TO BE REMOVED

ONCE SIGNAL IS OPERATIONAL

700-1-600[1 EA]

EXISTING SIGN TO BE REMOVED

ONCE SIGNAL IS OPERATIONAL

SW 40TH ST

S W

D C

7 0 + 0

7 1

+ 0

PI: 71+35.86

PI: 71+95.81

N 3°

5" E

N 1 °

2" E

N 2 °

2 5 '2

8 " E

END PROJECT

BL CONST. SW 43RD CT

STA. 72+34.74

N: 1750288.30

E: 594243.30

700-1-600 [1 EA]

700-1-600[1 EA]

EXISTING SIGN TO BE REMOVED

ONCE SIGNAL IS OPERATIONAL

BEGIN PROJECT

BL CONST. SW 43RD CT

STA. 71+03.21

N: 1750156.88 E: 594238.39

EXIST. PAVEMENT MARKINGS

TO REMAIN (TYP.)

BL CONST.

EXIST. ROW

EXIST. ROW EXIST. ROW

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O H E

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

U T

O H E

X X X X X X X X X X X X X X

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE X

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

OHE OHE OHE OHE OHE OHE OHE OHE OHE OH

F M

FM FM FM FM FM FM FM FM FM FM FM FM FM FM

S S

F M

W M

WM WM WM WM WM WM WM WM WM WM WM WM

WM WM WM WM WM WM WM WM WM

S S S S S S S S S S S

U T

SW 40TH ST

45 MPH SW 40TH ST

30 MPH

R D

C T

R D

C T

1. SW 43RD COURT IS THE MAJOR STREET, MOVEMENTS 1, 2, 5, AND 6,

SW 40TH STREET IS THE MINOR STREET, MOVEMENTS 4 AND 8.

2. CONTROLLER TIMINGS ARE INITIAL AND MAY REQUIRE FIELD ADJUSTMENT.

YELLOW AND ALL RED SIGNAL TIMINGS SHALL COMPLY WITH FDOT REQUIREMENTS.

3. FOUR-SECTION HEADS TO OPERATE WITH FLASHING YELLOW OPERATION DURING

PERMISSIVE LEFT-TURN PHASES.

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

ALL OTHER MOVEMENTS.

5. EXISTING STOP SIGN AND STREET NAME SIGN ASSEMBLIES ON SW 40TH STREET

AND SW 43RD COURT SHALL BE REMOVED ONCE SIGNAL IS OPERATIONAL.

6. SW 40TH STREET POSTED SPEED LIMIT IS 45 MPH WEST AND 30 MPH EAST, SW 43RD

COURT IS 30 MPH SOUTH AND 40 MPH NORTH

NOTES

- LOOP DETECTOR ID

- LOOP ASSEMBLY TYPE B

- LOOP ASSEMBLY TYPE F

- TRAFFIC CONTROLLER CABINET

- TYPE P-II SERVICE POLE

- SIGN

- STRAIN POLE

- VEHICULAR TRAFFIC SIGNAL

- PEDESTRIAN SIGNAL/DETECTOR

- PULL & SPLICE BOX

- CONDUIT DIRECTIONAL BORE

- CONDUIT OPEN TRENCH

LEGEND:

SIGN DETAILS

SW 43rd Ct

B C

SW 40th St

SIGNAL HEAD DETAILS

1 5 2 6

PROP. STRAIN POLE 4

STA: 71+28.39, 59.04' LT

7 0 + 0

7 1

+ 0

PROP. STRAIN POLE 3

INSTALL BT ON STRAIN POLE

STA: 71+32.70, 57.94' RT

PROP. STRAIN POLE 1

STA: 72+01.28, 53.61' LT

P4 P4

P8P8

PROP. PED. PEDESTAL

STA: 71+25.08, 51.45' LT

PROP. PED. PEDESTAL

STA: 72+16.73, 46.74' RT

PROP. PED. PEDESTAL

STA: 72+06.63, 48.10' LT

PROP. PED. PEDESTAL

STA: 71+32.87, 49.03' RT

1 6 6

PROP. STRAIN POLE 2

STA: 72+06.64, 59.80' RT

EXIST. ROW

PROP. CABINET

PROP. ELECTRICAL CONNECTION POINT

BL CONST.

CALL 2 BUSINESS

DAYS BEFORE

YOU DIG

IT'S THE LAW!

DIAL 811

PROPOSED LOOPS

[2 EA]

700-5-22

OVERHEAD INTERNALLY

ILLUMINATED SIGN

[2 EA]

700-5-22

OVERHEAD INTERNALLY

ILLUMINATED SIGN

[2 EA]

700-3-201

650-1-26

[2 AS]

650-1-24

[8 AS]

635-2-11

641-2-30 660-2-106

630-2-11

LOOP [1 EA]

[1 EA]

[1 AS]

(3 RUNS) HV, LV, LOOP [5 LF] 641-2-30 [1 EA]

630-2-11 [5 LF] HV, LV, VIDEO (3 RUNS)

635-2-11 641-2-30

660-2-106ELECTRIC, LOOP [2 EA]

[1 EA]

[1 AS]

630-2-11(3 RUNS) HV, LV, LOOP [5 LF]

660-6-122 [1 EA]

635-2-11 635-2-12

LOOP [1 EA]

SIGNAL, FIBER [2 EA]

630-2-11(3 RUNS) HV, LV, LOOP [5 LF]

646-1-11[1 EA]

653-1-12[1 AS]

665-1-11[2 EA]

630-2-11(2 RUNS) HV, LV [5 LF]

635-2-11 646-1-11 653-1-12 665-1-11

630-2-11

[2 EA] HV, LV

[1 EA]

[1 AS]

[10 LF] HV, LV (2 RUNS)

[2 EA]

646-1-11[1 EA]

653-1-12[1 AS]

665-1-11[2 EA]

630-2-11(2 RUNS) HV, LV [5 LF]

632-7-1

635-2-11

660-4-11

670-5-300

685-1-13

630-2-11

[1 EA]

[1 AS]

684-1-1 [1 EA]

633-3-11 633-3-16

685-2-1 [1 EA]

660-6-121 [1 EA]

ELECTRIC, LOOP [2 EA]

[1 EA]

[1 PI]

2 SIGNAL, LOOP, ELECTRIC,

FIBER, 2 SPARE, (7 RUNS) [5 LF]

646-1-11 653-1-12 665-1-11

630-2-11

[1 EA]

[1 AS]

[5 LF] HV, LV (2 RUNS)

[2 EA]

641-2-12 639-3-11

[1 EA]

639-1-122

630-2-12

2 SIGNAL, LOOP, ELECTRIC, SPARE

(5 RUNS) [65 LF]

630-2-12

2 SIGNAL, LOOP, SPARE

(4 RUNS) [105 LF]

630-2-12

2 SIGNAL, LOOP, SPARE

(4 RUNS) [105 LF]

[1 AS]

639-2-1[55 LF; INCLUDES 50 LF SLACK]

635-2-12SIGNAL, FIBER [2 EA]

639-2-1 [125 LF; INCLUDES 50 LF SLACK]

635-2-11 [1 EA]

630-2-11 (5 RUNS) [15 LF]

635-2-11

ELECTRIC, LOOP [2 EA]

635-2-11[2 EA]

660-2-102[2 AS]

660-2-106[1 AS]

630-2-11[190 LF]

635-2-11[2 EA]

660-2-102[2 AS]

660-2-106[1 AS]

630-2-11[130 LF]

EXIST. ROW

641-2-30[1 EA]

635-2-12

635-2-12SIGNAL, FIBER [2 EA]

682-1-113[1 EA]

635-2-12 [2 EA] SIGNAL, FIBER

634-5-14 INSULATORS @ 6' EACH [24 LF]

[2 EA] SIGNAL, FIBER

634-5-12 INSULATORS @ 6' EACH [12 LF]

R V

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O N

N S

D R

A W

N B

N A

M E

D A

Y O

F O

O C

O F

N E

A V

E, B

SHEET

K H

D A

R D

C T

A T

N A

A N

S B

A N

T-06

N A

A N

R V

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O N

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D R

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N A

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D A

Y O

F O

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O F

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E, B

SHEET

K H

D A

R D

C T

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N A

A N

S B

A N

CALL 2 BUSINESS

DAYS BEFORE

YOU DIG

IT'S THE LAW!

DIAL 811

TIMING FUNCTION

MOVEMENT NUMBER

INITIAL

EXTENSION

MAXIMUM GREEN 1

YELLOW CLEARANCE

ALL RED

PEDESTRIAN WALK

PED. FDW

CONTROLLER TIMINGS

1 2 3 4 5 6 7 8

N C

N 1 2 3 4 5 6 7 8

SIGNAL OPERATING PLAN 7

5.0 15.0 10.0 5.0 15.0 10.0

3.0 3.0 3.0 3.0 3.0 3.0

20.0 50.0 40.0 20.0 50.0 40.0

3.7 4.4 3.7 4.4 3.7 4.8

2.5 2.0 2.5 2.0 2.0 2.0

7.0 21.0

7.0 23.0

7.0 27.0

PED POLE DETAILS

N.T.S.

NW CORNER

(P2/P4)

NE CORNER

(P4/P6)

SE CORNER

(P6/P8)

R10-3i 9" x 18"

2 EA

TO BE INCLUDED

IN THE COST OF

PAY ITEMS

665-1-11

PED SIGN DETAILS

N.T.S.

R10-3i 9" x 18"

2 EA

TO BE INCLUDED

IN THE COST OF

PAY ITEMS

665-1-11

R10-3i 9" x 18"

2 EA

TO BE INCLUDED

IN THE COST OF

PAY ITEMS

665-1-11

SW 40TH ST

START CROSSING

Watch For Vehicles

DON'T START

Finish Crossing

If Started

TIME REMAINING

To Finish Crossing

DON'T CROSS

PUSH BUTTON

TO CROSS

SW 43RD CT

START CROSSING

Watch For Vehicles

DON'T START

Finish Crossing

If Started

TIME REMAINING

To Finish Crossing

DON'T CROSS

PUSH BUTTON

TO CROSS

W Y

SW 40TH ST

START CROSSING

Watch For Vehicles

DON'T START

Finish Crossing

If Started

TIME REMAINING

To Finish Crossing

DON'T CROSS

PUSH BUTTON

TO CROSS

SW CORNER

(P2/P8)

R10-3i 9" x 18"

2 EA

TO BE INCLUDED

IN THE COST OF

PAY ITEMS

665-1-11

SW 43RD CT

START CROSSING

Watch For Vehicles

DON'T START

Finish Crossing

If Started

TIME REMAINING

To Finish Crossing

DON'T CROSS

PUSH BUTTON

TO CROSS

T-07

N A

A N

P4 X

P4 Z

PHASE 2

PHASE 3 PHASE 4

PHASE 1

PHASE 2

TF 1 TF 5

TF 2 TF 6

TF 3 4 8+

P8 P4

MOVEMENT NBL SB - WB SBL NB - EB

O H E

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

F M

W M

U T

S S

R D

C T

630-2-12 [45 LF]

700-141-510[1 AS]

[1 EA] ELECTRIC 635-2-11

700-141-510 [1 AS]

[1 EA] ELECTRIC635-2-11

630-2-11 [280 LF]

VIEW A

EXIST. ROW

639-2-1 [280 LF]

639-2-1 [45 LF]

U T

O H E

S S

W M

U T

6 9 + 0

4 3

R D

C T

630-2-12 [45 LF]

700-141-510 [1 AS]

[1 EA] ELECTRIC635-2-11

700-141-510 [1 AS]

[1 EA] ELECTRIC635-2-11

630-2-11 [270 LF]

VIEW C

EXIST. ROW

639-2-1 [45 LF]

639-2-1 [270 LF]

630-2-11[1090 LF]

630-2-12 [50 LF]

700-141-510 [1 AS]

[1 EA] ELECTRIC635-2-11

700-141-510 [1 AS]

[1 EA] ELECTRIC635-2-11

630-2-12 [50 LF]

VIEW B

EXIST. ROW

EXIST. ROW 639-2-1[1090 LF]

639-2-1 [50 LF] 639-2-1 [50 LF]

SW 40TH ST

630-2-12 [35 LF]

700-141-121 [1 EA]

[1 EA] ELECTRIC635-2-11

630-2-11[860 LF]

VIEW D

639-2-1 [35 LF]

639-2-1[860 LF]

700-142-902 [1 EA]

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A N

T-08

O O

NORTH

700-141-121 [1 EA]

[1 EA] ELECTRIC635-2-11630-2-11[480 LF]

VIEW E

EXIST. ROW

639-2-1[480 LF]

700-142-902 [1 EA]

R V

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N A

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A N

T-09

O O

* INTERNALLY ILLUMINATED SIGN PLACED ON CANTILEVER BRACKET ARM ATTACHED TO POLE

POLE

ID SPAN

SPAN

LENGTH

(ft)

BACK-

PLATES

(Y/N)

SIGNAL DATA

DISTANCE FROM POLE (D#) / NUMBER OF SECTIONS (S)

SIGN DATA DISTANCE FROM POLE

(D#) / HEIGHT (H) / WIDTH (W)

POLE D1 (ft) S H W

A 2 - - 60.2 3' 2'-6"

B 3 - - *

C 4 - - 58.8*

S S SD2 (ft) D3 (ft) D4 (ft) D1 (ft) D2 (ft) H W

56.2

53.8

44.2

33.9

41.8

32.2

25.9

29.8

113.5

72.9

117.1

2' 8'-6"

* 2' 8'-6"

D 1 - - -*Y --333.2325.273.9 2' 8'-6"

3' 2'-6"

H WD3 (ft) D4 (ft) H W

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T-10

CALL 2 BUSINESS

DAYS BEFORE

YOU DIG

POLE

SHEET

NO.

POLE LOCATION POLE

TYPE

POLE

LENGTH

(L)

POLE

HEIGHT

(H)

DEPTH

(D)

DIMENSION

(A)

FINAL GRADE CROWN

ELEVATION

(FT.)

CATENARY WIRE

DIA. (IN.) / GRADE

MESSENGER

WIRE DIA. (IN.) /

GRADESTATION OFFSET POLE ELEVATION

1 T-08 72+01.28 53.61' LT P-VIII 49'

1 0.5" /

UTILITY GRADE2

34' 15' 62.23 61.92

60.41 0.5" /

UTILITY GRADE

0.5" /

UTILITY GRADE

0.5" /

UTILITY GRADE

0.5" /

UTILITY GRADE

0.5" /

UTILITY GRADE

0.5" /

UTILITY GRADE

0.5" /

UTILITY GRADE

T-08

72+06.64 59.80' RT

71+32.70 57.94' RT

71+28.39 59.04' LT

61.86 61.79

62.64 62.20

61.39 62.20

ESTIMATED VERTICAL

CLEARANCE (ft)

17.97

POLE

SPAN

60.41

61.79

50'

49'

35' 15'

34' 15'

34' 15' 6.75'

18.91

17.96

D 19.38

P-VIII

6.75'

1 61.92

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T-11

D A

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D A

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SHEET

K H

D A

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C T

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N A

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A N

T-12

G U

W O

R K

R V

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D R

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N B

N A

M E

D A

Y O

F O

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K H

D A

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C T

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N A

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A N

T-13

G N

1 TITLE SHEET T-01 KEY SHEET

2 SIGNATURE SHEET T-02 SIGNATURE SHEET

3 GENERAL NOTES AND QUANTITIES T-03 GENERAL NOTES & QUANTITIES

3 GENERAL NOTES AND QUANTITIES T-04 GENERAL NOTES & QUANTITIES

3A SIGNING AND MARKING PLAN T-05 SIGNING AND MARKING PLAN

4 SIGNAL PLAN T-06 SIGNALIZATION PLAN

4 SIGNAL PLAN T-07 SIGNALIZATION PLAN

4 SIGNAL PLAN T-08 SCHOOL FLASHER PLAN

4 SIGNAL PLAN T-09 SCHOOL FLASHER PLAN

5 STRAIN POLE ASSEMBLY T-10 SPAN TABULATION

5 STRAIN POLE ASSEMBLY T-11 STRAIN POLE ASSEMBLIES DATA TABLE

7 GUIDESIGN WORKSHEET T-12 GUIDESIGN WORKSHEET

7 GUIDESIGN WORKSHEET T-13 PROJECT SIGN DETAIL

File details come from the government source that posted it. Updated May 1, 2025.