PLANS_260219_ETM_Waldo_at_3rd_Signalization.pdf

PROJECT SITE

PROJECT LOCATION

SPECIAL MAST ARMS ASSEMBLIES DATA TABLET-14

GUIDE SIGN WORK SHEET AND DETAILST-13

SPECIAL DETAILST-11 - T-12

POLE TABULATION AND DETAILST-10

SPLICE DETAILST-9

INTERCONNECT PLANT-8

SIGNAL PLANT-7

SUMMARY OF PAY ITEMS T-6

GENERAL NOTES- T-5T-3

SIGNATURE SHEETT-2

KEY SHEETT-1

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KEY WEST

SHEET DESCRIPTIONSHEET NO.

L e B la n c A

SIGNALIZATION PLANS

INDEX OF SIGNALIZATION PLANS

BEE LINE

EXPRESSWAY

T U

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IK

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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

CITY OF GAINESVILLE

SAFETY IMPROVEMENTS

WALDO ROAD & 3RD AVENUE

NO.

SHEET

YEAR

FISCAL

T-123

CITY

LAKE

GOVERNING STANDARD SPECIFICATIONS:

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

GOVERNING STANDARD PLANS:

APPLICABLE IRs: N/A 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 2023-2024 Standard Plans for Road and

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HAVE CHANGED DUE TO REPRODUCTION.

NOTE: THE SCALE OF THESE PLANS MAY

P.E. NO.:

ENGINEER OF RECORD:

PLANS PREPARED BY:

TO BE SUBMITTED TO:

SIGNALIZATION SHOP DRAWINGS

SIGNALIZATION PLANS

53938

MARK S. MANWELL, P.E.

(904) 265-3203

JACKSONVILLE, FLORIDA 32258

14775 OLD ST. AUGUSTINE ROAD

MARK S. MANWELL, P.E.

14775 Old St. Augustine Road

Jacksonville, FL 32258

TEL: (904) 642-8990

FAX: (904) 646-9485

CA - 00002584 LC - 0000316

FINAL CONSTRUCTION PLANS

MARK S. MANWELL, P.E. NO. 53938

JACKSONVILLE, FL 32258

14775 OLD ST AUGUSTINE ROAD

ENGLAND THIMS & MILLER, INC.

ON ANY ELECTRONIC COPIES.

SIGNATURE MUST BE VERIFIED

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY:

THIS ITEM HAS BEEN DIGITALLY

GUIDE SIGN WORK SHEET AND DETAILST-13

SPECIAL DETAILST-11 - T-12

POLE TABULATION AND DETAILST-10

SPLICE DETAILST-9

INTERCONNECT PLANT-8

SIGNAL PLANT-7

SUMMARY OF PAY ITEMS T-6

GENERAL NOTES- T-5T-3

SIGNATURE SHEETT-2

KEY SHEETT-1

SHEET DESCRIPTIONSHEET NO.

INDEX OF SIGNALIZATION PLANS

MONRAD R. THUE, P.E. NO. 32071

GAINESVILLE, FL 32608

5590 SW 64TH STREET, SUITE B

GSE ENGINEERING & CONSULTING

ON ANY ELECTRONIC COPIES.

SIGNATURE MUST BE VERIFIED

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY:

THIS ITEM HAS BEEN DIGITALLY

SPECIAL MAST ARMS ASSEMBLIES DATA TABLET-14

SIGNATURE SHEETT-2

SHEET DESCRIPTIONSHEET NO.

INDEX OF SIGNALIZATION PLANS

STATE OF

No 32071

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No 53938

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License No.

Registry - 2584 LC - 0000316

SIGNATURE SHEET

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEET

14775 Old St. Augustine Road Jacksonville, FL 32258

TEL: (904) 642-8990

FAX: (904) 646-9485 DATE PROJECT NO.COUNTY

CITY OF GAINESVILLE

ALACHUAJAN 2026 22-446

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MARK S MANWELL 53938

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

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

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

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

GENERAL NOTES

SIGNAL

XX/XX/XXTRAFFIC

NEW

Message 2Message 1

3rd Avenue.

25. Place a Variable Message Sign (VMS) seven days in advance of the proposed new signals start date for both approaches of Waldo Road and each movement.

24. Signal heads shall be located as shown in the plans. A minimum of 8’ horizontal separation between signal heads shall be maintained for

23. An excavation exceeding 18" shall be done by hand within 5' of any field located underground utility.

at the contractor’s expense.

22. The contractor shall take every precaution so not to damage any existing fiber optic cable. Damaged fiber optic cable shall be replaced replaced. Replacement shall be to the nearest expansion joint.

21. Concrete areas disturbed by the installation of pull boxes, controller cabinets, signal mast arms/poles and pedestrian poles shall be

20. After completion of the drilled shafts, the contractor shall submit the Drilled Shaft Inspection Reports to the maintaining agency.

19. The contractor shall use a temporary casing longer than 5 feet during the construction of the drilled shaft to prevent any caving.

18. The contractor shall provide a Drilled Shaft Installation Plan to the maintaining agency prior to construction.

17. Pole foundations near the back of the sidewalk shall be flush with the sidewalk elevation.

16. Spare conduit shall be cleared of any debris and have a pull string which is secured to both ends of conduit.

utilities.

15. The contractor shall adjust conduit and pull boxes horizontally and/or vertically to avoid any possible conflicts with underground of payment for electrical power service assembly.

connection or permit fee is required. Any fee shall be included in the price for the signal. If required, fee shall be included as part

14. The contractor shall be responsible for contacting the company providing electrical power to determine if a service processing,

13. The mounting or attachment of the electrical service to the traffic signal cabinet is prohibited.

12. The controller base and service pad shall be a monolithic concrete pour with 4 inches minimum / 6 inches maximum above finish grade.

11. The cabinet door shall open away from the intersection unless specified otherwise.

shall coordinate the final acceptance inspection in accordance with the maintaining agency at least ten (10) days in advance.

10. The contractor is required to inspect the installation of the traffic signals in accordance with FDOT specifications. The contractor agency. Payment to be included in the associated mast arm pay item number.

mast arms and mast arm foundations. The contractor shall coordinate this effort with the utility companies and/or the local maintaining

9. If required, the contractor shall provide the necessary equipment for supporting existing utility poles during the construction of new

8. Pull boxes and covers shall be non-metallic construction and shall include a recessed cover with the words "Traffic Signal".

It shall be the contractor's responsibility to examine the job site conditions before submitting bid proposals.

7 It should be noted that no test borings were made where conduit runs are to be installed by jacking, directional boring, or trenching.

contractor when the inspection is completed.

6. All pull box lids will be unsecured by the contractor at the time of traffic signal activation/inspection, and then re-secured by the

5. The top elevation of the controller base shall be equal to or greater than the crown of the road.

enforcement officer. This cost shall be included as part of the MOT.

officer shall direct traffic. The hourly rate of pay for an off-duty law enforcement officer can be obtained from the office of the law installing new signal equipment and runs and turning on of new signals) where a lane is to be closed, an off-duty law enforcement

4. When a contractor is working on signal work in an intersection (installing conduit in the street, removing existing signal equipment, are installed at the proper heights.

3. Before mast arm poles are ordered and fabricated, the contractor shall check the elevation of all pole foundations to ensure arms identification information.

2. Each pole and mast arm shall be identified with a permanent 1-inch high engraved or impressed mark which contains all required conduit as the signal cable.

and pedestrian pole ground rod connection points and then to the controller ground bus. This wire shall be pulled in the same

1. A green colored no. 6 AWG insulated stranded copper wire shall be connected between each of the intersection metal mast arm

License No.

Registry - 2584 LC - 0000316

GENERAL NOTES

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEET

14775 Old St. Augustine Road Jacksonville, FL 32258

TEL: (904) 642-8990

FAX: (904) 646-9485 DATE PROJECT NO.COUNTY

CITY OF GAINESVILLE

ALACHUAJAN 2026 22-446

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MARK S MANWELL 53938

27. ANY EXCAVATION EXCEEDING 18 INCHES SHALL BE DONE BY HAND WITHIN 5 FEET OF ANY FIELD LOCATED UNDERGROUND UTILITY.

CONTRACTOR’S EXPENSE.

PRECAUTION SO NOT TO DAMAGE ANY EXISTING FIBER OPTIC CABLE STILL IN SERVICE. DAMAGED FIBER OPTIC CABLE SHALL BE REPLACED AT THE

26. WHEN THE CONTRACTOR IS REMOVING EXISTING TWISTED PAIR CABLE AND/OR RUNNING NEW FIBER OPTIC CABLE HE SHALL TAKE EVERY

MAINTAINED THROUGHOUT THE LIFE OF THE CONTRACT. MICROWAVES SHALL NOT BE AN ACCEPTABLE FORM OF DETECTION.

THE MAINTENANCE OF EXISTING SIGNALS, UNTIL REMOVED, SHALL REMAINTHE RESPONSIBILTY OF THE CONTRACTOR. SIGNALIZATION SHALL BE ACTUATION (NOT PRE-TIMED) SHALL BE MAINTAINED AT ALL TIMES DETECTION FOR TEMPORARY DETECTION DURING EACH TRAFFIC CONTROL PHASE.

25. EXISTING SIGNALIZATION SHALL REMAIN IN PLACE TO THE EXTENT POSSIBLE AND SHALL BE USED FOR MAINTENANCE OF TRAFFIC AS REQUIRED. FULL

INCLUDING WIND BEAMS.

24. SIGN PANEL INSTALLATION, TO INCLUDE ALL ATTACHMENT HARDWARE REQUIRED FOR INSTALLING STREET NAME SIGNS ON NEW MAST ARMS

23. ALL PEDESTRIAN SIGNALS SHALL HAVE INTERNATIONAL SYMBOLS.

AND/OR THE LOCAL MAINTAINING AGENCY. PAYMENT TO BE INCLUDED INTO ASSOCIATED MAST ARM PAY ITEM NUMBER.

CONSTRUCTION OF NEW MAST ARMS AND MAST ARM FOUNDATIONS. THE CONTRACTOR SHALL COORDINATE THIS EFFORT WITH THE UTILITY COMPANIES

22. IF REQUIRED, THE CONTRACTOR SHALL PROVIDE THE NECESSARY EQUIPMENT FOR SUPPORTING EXISTING UTILITY AND/OR SIGNAL POLES DURING

EQUIPEMENT. ALL RIGHT-OF-WAY SHALL BE RESTORED TO THE CONDITION WHICH EXISTED PRIOR TO THE BORE.

BORES AT THE DIRECTION OF THE ENGINEER. THIS SHOULD BE PERFORMED BY VACUUM EXCAVATION OR COMPARABLE NON DESTRUCTIVE

21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF EXISITING UTILITIES, BOTH HORIZONTAL AND VERTICAL PRIOR TO ANY

OTHERWISE NOTED IN THE PLANS.

EQUIPMENT THAT IS REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF IN A PLACE PROVIDED BY HIM UNLESS

20. REMOVED CONTROLLER ASSEMBLY, INCLUDING INTERNAL COMPONENTS SHALL BE TURNED OVER TO THE CITY OF GAINESVILLE ALL OTHER SIGNAL

REQUIRED FOR THIS PROJECT.

ATTACHED TO EACH CABLE. THE TAGGING SYSTEM PROPOSED SHALL BE SUBMITTED FOR APPROVAL WITH THE OTHER EQUIPMENT SUBMITTALS

19. ALL FIELD WIRING SHALL BE NEATLY BUNDLED AND CLEARLY IDNETIFIED WITH PERMANENT, LEGIBLE, WEATHERPROOF TAGS THAT ARE SECURELY

18. THE CONTRACTOR SHALL ADHERE TO ALL CITY AND COUNTY ORDINANCES AND STATE REGULATIONS DURING ALL CONSTRUCTION OPERATIONS.

TO AVOID ANY POSSIBLE CONFLICTS WITH UNDERGROUND UTILITIES.

17. AS DIRECTED BY THE PROJECT ENGINEER, THE CONTRACTOR SHALL ADJUST CONDUIT & PULL BOXES HORIZONTALLY AND/OR VERTICALLY IN ORDER

PROCESSING FEE IS REQUIRED. IF REQUIRED, FEE SHALL BE INCLUDED AS PART OF PAYMENT FOR ELECTRICAL POWER SERVICE ASSEMBLY.

16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE COMPANY PROVIDING ELECTRICAL POWER TO DETERMINE IF A SERVICE

SHALL BE MADE SO LOOP ASSEMBLY DOES NOT EXTEND INTO CROSS WALK AREAS.

15. MODIFIED TYPE “C” LOOP ASSEMBLIES FOR VEHICLE DETECTION SHALL EXTEND 2.0’ IN FRONT OF STOP BAR LOCATION. ADJUSTMENTS

14. EACH LOOP SHALL BE TREATED AS AN INDIVIDUAL LOOP WITH SEPARATE LEAD-INS FROM SPLICE POINT TO CABINET TERMINAL.

SIGNALS, STREET LIGHTING, FIBER OPTIC…ETC)

13. UNLESS SPECIFIED OTHERWISE, ALL PULL BOX COVERS TO BE FURNISHED AND INSTALLED SHALL BE NON-METALLIC AND MARKED FOR USE (TRAFFIC

12. A MANUAL PUSHBUTTON CORD SHALL BE FURNISHED IN ALL CONTROLLER CABINETS.

THE COORDINATED APPROACHES.

11. THE CONTROLLER SHALL REVERT TO FULL ACTUATED OPERATION UPON DISCONNECTING THE COORDINATING UNIT WHEN LOOPS ARE AVAILABLE ON

10. OUTSIDE CORNERS OF SIGN FACE TO BE CUT CONCENTRIC WITH BORDER. BORDER TO BE MOUNTED PARALLEL TO EDGE OF SIGN.

9. ALL SAW CUTS SHALL BE SEALED IMMEDIATELY AFTER THE LOOP WIRES AND LEAD-IN WIRES HAVE BEEN PLACED IN THE SAW CUTS.

8. THE CONTRACTOR SHALL VERIFY THE COLOR CODES OF THE SIGNAL CABLE WITH THE CITY OF GAINESVILLE BEFORE ORDERING.

7. ALL CONDUIT SHALL BE 2” MINIMUM UNLESS OTHERWISE SPECIFIED IN PLANS, EXCEPT ELECTRICAL POWER SERVICE DUCT.

6. AT THE TIME OF FINAL PROJECT INSPECTION, THE CONTRACTOR SHALL FURNISH THE INSPECTOR THREE COMPLETE SETS OF AS-BUILT PLANS.

INDICATIONS FOR VEHICULAR AND PEDESTRIAN SIGNAL HEAD ASSEMBLIES SHALL BE LED.

5. NO POLYCARBOBATE HOUSING OR MOUNTING HARDWARE WILL BE PERMITTED FOR VEHICLUAR OR PEDESTRIAN SIGNAL HEAD ASSEMBLIES. ALL

SHALL BE REPLACED. REPLACEMENT SHALL BE TO THE NEAREST EXPANSION JOINT.

4. CONCRETE AREAS DISTURBED BY THE INSTALLATION OF PULL BOXES, “A-FRAMES”, CONTROLLER CABINETS, SIGNAL POLES AND PEDESTRIAN POLES

THE FDOT SPECIFICATIONS.

CONTRACTOR'S RESPONSIBILITY TO EXAMINE THE JOB SITE CONDITIONS BEFORE SUBMITTING BID PROPOSALS IN ACCORDANCE WITH SECTION 2-4 OF

3. IT SHOULD BE NOTED NO TEST BORINGS WERE MADE WHERE CONDUIT RUNS ARE TO BE INSTALLED BY JACKING OR TRENCHING. IT SHALL BE THE

EXPECTED

IN ADVANCE OF POLE CONSTRUCTION OPERATIONS, WHERE CONFLICT WITH UNDERGROUND UTILITIES OR OVERHEAD ELECTRICAL CONDUCTORS IS

2. THE CONTRACTOR SHALL NOTIFY THE SUNSHINE STATE ONE CALL AT 811 AND THE APPROPRIATE UTILITY COMPANIES AT LEAST 2 FULL BUSINESS DAYS

HOURS IN ADVANCE OF MILLING OPERATIONS, LOOP CUTTINGS, OR WHEN SIGNAL DETECTION IS EXPECTED TO BE MODIFIED, REMOVED OR REPLACE.

1. THE CONTRACTOR SHALL NOTIFY THE CITY OF GAINESVILLE TRAFFIC OPERATION TMC (TRAFFIC MANAGMENT CENTER) AT (352) 393-7960, AT LEAST 24

CITY OF GAINESVILLE SIGNALIZATION NOTES:

License No.

Registry - 2584 LC - 0000316

GENERAL NOTES

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEET

14775 Old St. Augustine Road Jacksonville, FL 32258

TEL: (904) 642-8990

FAX: (904) 646-9485 DATE PROJECT NO.COUNTY

CITY OF GAINESVILLE

ALACHUAJAN 2026 22-446

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CITY OF GAINESVILLE TRAFFIC OPERATIONS CAN BE CONTACTED AT (352) 393-7960 FOR ANY QUESTIONS or CLARIFICATIONS

100% COMPATIBLE WITH EXISTING SYSTEM. CITY OF GAINESVILLE WILL BE CONTACTED FOR LOCATION OF CAMERA.

22. A PAN TILT ZOOM VIDEO MONITORING CAMERA SHALL BE INSTALLED THAT MATCHES THE EXISTING TRAFFIC MONITORING CAMERAS AND IS

SMALL FIBER OPTIC PULL BOX INSTALLED EVERY 500 FEET INBETWEEN.

21. A LARGE FIBER OPTIC PULL BOX WILL BE INSTALLED AT THE INTERSECTION AND APPROXIMATELY EVERY 2000 FEET FOR LONG RUNS WITH A

FOR COMMUNICATIONS.

20. TRAFFIC SIGNALS SHALL BE INTERCONNECTED TO EXISTING TRAFFIC SIGNAL SYSTEM VIA AN UNDERGROUND 72 COUNT FIBER OPTIC CABLE

ASSOCIATED FIELD SERVICE TECH ( ITERIS or GRIDSMART) BEFORE FINAL INSTALLATION.

19. CONTRACTOR SHALL SEEK FINAL VIDEO DETECTOR PLACEMENT APPROVAL FROM CITY OF GAINESVILLE TRAFFIC OPERATIONS, AND/OR

ANY UTILITY CONFLICTS.

18. THE CONTRACTOR SHALL ADJUST, AS DIRECTED BY THE ENGINEER, THE LOCATIONS OF THE POLES, CONDUITS, PULL BOXES, ETC. TO AVOID

FLASHING OPERATION, RESPECTIVELY.

17. YELLOW FLASHING BEACONS AND RED FLASHING BEACONS WILL BE USED TO CONTROL TRAFFIC ON MAJOR AND MINOR ROADS DURING

16. PAYMENT FOR POWER SERVICE PULL BOXES TO BE INCLUDED UNDER PAY ITEM NO. 635-2-11.

15. PAY ITEM NO. 700-46-20 IS FOR REMOVAL OF EXISTING SPAN WIRE SIGNS AND ALL ATTACHEMENT HARDWARE.

UNDER PAY ITEM 630-2-12. EACH ADDITIONAL RUN SHALL BE PAID FOR UNDER PAY ITEM 630-2-11.

14. WHERE MULTIPLE CONDUIT RUNS ACROSS THE MAINLINE AND/OR SIDESTREET, THE FIRST RUN ACROSS EACH LEG SHALL BE PAID FOR

UNDER PAY ITEM 690-100.

13. EXISTING PULL BOXES NOT IN USE ARE TO BE REMOVED UNLESS OTHERWISE NOTED IN THE PLANS. PULL BOX REMOVAL TO BE PAID FOR

TO BE DETERMINED BASED UPON THE HEIGHT REQUIREMENTS FROM THE POWER COMPANY FOR THE DISCONNECT.

CONSTRUCTIING METER/DISCONNECT FRAME STAND PER DETAIL SHOWN ON THE MAST ARM SPECIAL DETAILS SHEET. HEIGHT OF THE A-FRAME

12. IN ADDITION TO THE REQUIREMENTS SET FORTH IN THE FDOT SPECIFICATIONS, ELECTRICAL POWER SERVICE IS TO INCLUDE

OF GAINESVILLE TRAFFIC OPS DEPARTMENT, (352) 393-7960, FOR THE REQUIRED INFORMATION.

11. MAXIMUM SIGNAL TIMINGS, PRE-EMPTION TIMINGS AND SYSTEM TIMINGS ARE TO BE PROVIDED BY THE CITY OF GAINESVILLE. CONTACT CITY

REQUIRED.

10. THE CONTRACTOR SHALL VERIFY STREET NAME SIGN MESSAGES PRIOR TO FABRICATION. BLOCK NUMBERS AND/OR ARROWS MAY BE

MODEL #AB0112 OR EQUIVALENT)

9. ALL ASTRO BRACKETS SHALL ARTICULATE AND HAVE BUILT INTO THE HOUSING A 12” (MINIMUM) CONDUCTOR TERMINAL STRIP, (I.E. PELCO

HORIZONTAL SEPARATION BETWEEN SIGNAL HEADS SHALL BE MAINTAINED FOR EACH MOVEMENT.

8. SIGNAL HEADS SHALL BE LOCATED AS SHOWN IN THE PLANS. HORIZANTAL SIGNAL HEAD MOUNTING IS PREFFERED. A MINIMUM OF 8’

7. FINAL SIGNAL POLE PLACEMENT SHALL BE A MINIMUM OF 6’ FROM ALL OVERHEAD UTILITIES.

BOXES.

6. VEHICLE DETECTION, INTERCONNECT CABLE, FIBER OPTIC CABLE AND SIGNAL CABLE ARE TO BE PLACED IN SEPARATE CONDUITS AND PULL

5. ALL PEDESTRIAN PHASES TO BE PUSH BUTTON ACTUATED.

PULL BOX.

4. THE CONTRACTOR IS TO PROVIDE THREE ADDITIONAL CONDUIT RUNS PULLED AND CAPPED FROM THE CONTROLLER TO THE NEAREST

3. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL MAST ARM AND ROADWAY ELEVATIONS PRIOR TO FABRICATING MAST ARMS.

FULL BUSINESS DAYS PRIOR TO ANY EXCAVATION.

2. CONTRACTOR TO HAND DIG THE FIRST 4.O’ OF POLE FOUNDATIONS AND CONTACT THE APPROPRIATE UTILITY COMPANIES FOR LOCATES 2

RIGHT-OF-WAY.

SIDEWALK WIDTH. ANY RELOCATED POLES SHALL BE PLACED TO PROVIDE THE MAXIMUM SIDEWALK CLEARANCE POSSIBLE WITHIN ROADWAY CLEARANCE FROM FACE OF CURB TO CLOSEST SURFACE OF POLE AND WITHIN ROADWAY RIGH-OF-WAY AND TO MAINTAIN A 4’ MINIMUM

1. SIGNAL PEDESTAL AND SIGNAL POLE STATIONING AND OFFSETS MAY REQUIRE MINOR ADJUSTMENTS IN THE FIELD TO INSURE HORIZONTAL

CITY OF GAINESVILLE SPECIAL NOTES:

682-1-133 – ITS CCTV Camera. Either Bosch IP Starlight 7100i (APL Number: 682-001-008) or Axis Q6135-LE PTZ 9 (APL Number: 682-002-023)•

VIDEO MONITORING

633-3-15: Fiber Patch Panel (Modify at one end -existing, add new one at new intersection)• 633-3-12: Fiber Splice Tray (Modify at one end -existing, add new one at new intersection)• 633-3-11: Splice Enclosure (Modify at one end -existing, add new one at new intersection)• 635-2-13: Large Fiber pullbox • 633-1-123: Fiber Optic Cable (City of Gainesville Traffic Operations uses “49-96 fibers”)•

Include the cost for the applicable portions of the following pay items in the contract, as necessary.

(2) ST to LC fiber patch cables

(1) Multilink 10-4462 4 panel fiber enclosure with 99234K 6 Port ST Panel – Loaded

(1) ITS Express 8012-24 or ITS-3488 Flow Field Hardened Ethernet Switch Pay Item 684-1-1 (MANAGED FIELD ETHERNET SWITCH, F&I)

COMMS/NETWORK

Licenses enabled for LOC,EMG, SGN,TSP, DSRC, and WEB/

(8) All components for video detection with network accessibility or inductance loops

(1) 16 Loop Detector Panel W/16SRA-6LC Surge Arrestors (although we are not using loop detectors)

(1) 16 Channel Detector rack

(1) Set of FL DOT Specification Load Resistors for Back Panel

(8) Flash Transfer Relays

(1) NEMA Flasher

(16) NEMA Load Switches

(1) Ball Bearing Roller Drawer

(2) Thermostat Controller Fans

(1) P-44 Cabinet Assembly – NEMA Type VI Cabinet Assembly

(1) Naztec TS2 Cabinet Power Supply

(3) Naztec TS2 BIU Model 130

(1) Naztec TS2 MMU Model 516L

(1) ATC Controller with Ethernet and USB v85.x or higher Pay Item 670-5-160 (TRAFFIC CONTROLLER ASSEMBLY, F&I)

CABINET

City of Gainesville Traffic Signal Specifications Pay Item Special Notes

License No.

Registry - 2584 LC - 0000316

GENERAL NOTES

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEET

14775 Old St. Augustine Road Jacksonville, FL 32258

TEL: (904) 642-8990

FAX: (904) 646-9485 DATE PROJECT NO.COUNTY

CITY OF GAINESVILLE

ALACHUAJAN 2026 22-446

T H

E O

F F

IC

IA

L R

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O R

D O

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H

IS

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T I S

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N

IC

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IL

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IT

A L L Y

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N D

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A L E

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-2

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.A .C

NE WALDO RD & 3RD AVE

/2

/2

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\2

-4

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P O

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\D E

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IG

N \S

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P a g e

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TABULATION OF QUANTITIES

NO.

ITEM

PAY

DESCRIPTION UNIT

SHEET NUMBERS

SHEET

THIS

TOTAL

TOTAL

GRAND

T-7 T-8

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

630 2 11 CONDUIT, FURNISH & INSTALL, OPEN TRENCH LF 45 40 85.00

630 2 12 CONDUIT, FURNISH & INSTALL, DIRECTIONAL BORE LF 175 175.00

630 2 14 CONDUIT, FURNISH & INSTALL, ABOVEGROUND LF 20 20.00

632 7 1 SIGNAL CABLE- NEW OR RECONSTRUCTED INTERSECTION, FURNISH & INSTALL PI 1 1.00

633 1 121 FIBER OPTIC CABLE, (F & I), (UNDERGROUND), (2 TO 12 CABLES) LF 170 170.00

633 1 123 FIBER OPTIC CABLE, (F & I), (UNDERGROUND), (48 TO 96 CABLES) LF 1000 1000.00

633 2 31 FIBER OPTIC CONNECTION, (INSTALL), (SPLICE) EA 84 84.00

633 3 11 FIBER OPTIC CONNECTION HARDWARE, (F & I), (SPLICE ENCLOSURE) EA 2 2.00

633 3 12 FIBER OPTIC CONNECTION HARDWARE, (F & I), (SPLICE TRAY) EA 2 2.00

633 3 15 FIBER OPTIC CONNECTION HARDWARE, (F & I), (PATCH PANEL, PRETERMINATED) EA 1 1.00

635 2 11 PULL & SPLICE BOX, (F&I), (13" x 24" COVER SIZE) EA 6 6.00

635 2 12 PULL & SPLICE BOX, (F&I), (24" x 36" COVER SIZE) EA 2 2.00

635 2 13 PULL & SPLICE BOX, (F&I), (30" x 60" RECTANGULAR OR 36" ROUND COVER SIZE) EA 1 1.00

639 1 122 ELECTRICAL POWER SERVICE, F&I, UNDERGROUND, METER PURCHASED BY CONTRACTOR AS 1 1.00

639 2 1 ELECTRICAL SERVICE WIRE, FURNISH & INSTALL LF 100 100.00

639 3 11 ELECTRICAL SERVICE DISCONNECT, F&I, POLE MOUNT EA 1 1.00

641 2 12 PRESTRESSED CONCRETE POLE, F&I, TYPE P-II SERVICE POLE EA 1 1.00

646 1 11 ALUMINUM SIGNALS POLE, PEDESTAL EA 2 2.00

649 21 15 STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL, SINGLE ARM 70' EA 1 1.00

654 3 10 PEDESTRIAN HYBRID BEACON ASSEMBLY, (F & I) AS 4 4.00

653 1 11 PEDESTRIAN SIGNAL, FURNISH & INSTALL LED COUNTDOWN, 1 WAY AS 2 2.00

665 1 11 PEDESTRIAN DETECTOR, FURNISH & INSTALL, STANDARD EA 2 2.00

670 5 160 TRAFFIC CONTROLLER ASSEMBLY, F&I, NEMA W/STANDARD LOCK AS 1 1.00

684 1 1 MANAGED FIELD ETHERNET SWITCH, F&I EA 1 1.00

700 3 201 SIGN PANEL, FURNISH & INSTALL OVERHEAD MOUNT, UP TO 12 SF EA 2 2.00

700 5 22 INTERNALLY ILLUMINATED SIGN, FURNISH & INSTALL, OVERHEAD MOUNT, 12-18 SF, DOUBLE-SIDED EA 1 1.00

License No.

Registry - 2584 LC - 0000316

SUMMARY OF PAY ITEMS

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEET

14775 Old St. Augustine Road

Jacksonville, FL 32258

TEL: (904) 642-8990

FAX: (904) 646-9485

DATE PROJECT NO.COUNTY

CITY OF GAINESVILLE

ALACHUAJAN 2026 22-446

T H

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F I L

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.A .C

NE WALDO RD & 3RD AVE

/2

/2

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\2

-4

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\D E

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IG

N \S

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L e B la n c A

P A

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IT

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S H

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T S

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CB-1

Mast Arm

Proposed

35 CM

34 CM

10 EL

10 MG

11 PA

13 EL

11 SB

10 CM

630-2-11

(SIGNALx2, DETECTIONx2, POWER)

5x RUN @ 10 LF

630-2-124x RUNS @ 75 LF

684-1-1 1 EA

670-5-160 1 AS

635-2-11 2 EA

632-7-1 1 PI

2x RUN @ 10 LF

653-1-11 1 AS

665-1-11 1 EA

630-2-11

635-2-11 2 EA

646-1-11 1 EA

639-1-122 1 AS

639-2-1 100 LF

639-3-11 1 EA

641-2-12 1 EA

630-2-12 100 LF

653-1-111 AS

665-1-111 EA

635-2-112 EA

646-1-111 EA

FY

SR SR

SY

SR SR

FR FR

FR FR

ALL DARK

YELLOW

FLASHING

YELLOW

SOLID

RED

SOLID

RED

SOLID

RED

WIG-WAG

MINIMUM)

(30 SEC

DON'T WALK

5 SEC

DON'T WALK

4 SEC

DON'T WALK

2 SEC

DON'T WALK

7 SEC

WALK

16 SEC

DON'T WALK

FLASHING

3 SEC

DON'T WALK

SIGNAL SHALL OPERATE AS FOLLOWS:

P4 P4 P4P4 P4P4 P4

B

36"x30"

R10-23a

PED. SIGNAL

COUNT-DOWN

1-SECT., 1-WAY

2 AS

653-1-11

SIGN DETAILSOVERHEAD

RETROREFLECTIVE BORDERS

BACKPLATES WITH

SIGNAL HEADS SHALL HAVE

P4

6 x2 x2

2 6+ 2 6+ 2 6+ 2 6+ 2 6+ 2 6+ 2 6+

Feet

0 5

N

NE 3RD AVENUE

NE 3RD AVENUE

(S R

N E

W A L D

O

R

O A

D

2 x2

(SIGNALx2, DETECTIONx2)

STA. 3+23.65

46' RT

POLE LOCATION=

EL 158.6 1

649-21-15 1 EA

15 LF630-2-11

TBD

SOURCE

POWER

R/W LINE

R/W LINE

R/W LINE

R/W LINE

P4

P4

A

A

3-SECT., 1-WAY

4 AS

654-3-10

R

Y

R

RED

WIG-WAG

635-2-11 1 EA

A

24"x96"

DOUBLE-SIDED

700-5-22 1 EA

B

B

PEDESTRIAN WALK

ALL RED

YELLOW CLEARANCE

T

IM

IN

G

F U

N C

T

IO

N

RECALL

PED. CLEARANCE

MAXIMUM GREEN 2

MOVEMENT NUMBER

TIMING FUNCTION

CONTROLLER TIMINGS

MAXIMUM GREEN 1

EXTENSION

MINIMUM GREEN

TF 2

PHASE 1 PHASE 2

SPECIAL S.O.P.

TF 1

2 6 P4

700-3-201 2 EA

630-2-14 20 LF

DETECTOR

PEDESTRIAN

DETECTOR

PEDESTRIAN

License No.

Registry - 2584 LC - 0000316

PLANSIGNAL

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEET

14775 Old St. Augustine Road

Jacksonville, FL 32258

TEL: (904) 642-8990

FAX: (904) 646-9485

DATE PROJECT NO.COUNTY

CITY OF GAINESVILLE

ALACHUAJAN 2026 22-446

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E O

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T R

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F I L

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N E

D A

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NE WALDO RD & 3RD AVE

/2

/2

T

\2

-4

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P O

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\D E

S

IG

N \S

IG

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N \P

L A

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G .D

G N

:5

:0

P

M

T-7

L e B la n c A

S ig n a l

P la n M

O D

E L

N

Feet

0 15

N E

R D

A

V E

N U

E

NE WALDO ROAD

(SR 24)

633-1-123 800 LF

630-2-1110 LF

633-2-31

633-3-11

6 EA

1 EA

633-3-121 EA

635-2-121 EA

COIL 50' 12 SM FOC (DROP)

F&I FIBER PULL BOX

U N I V

E R S I T

Y

A

V E

N U

E

630-2-11

633-1-121

2 RUNS @ 10 LF

110 LF

633-1-123 200 LF

633-2-31

633-3-11

78 EA

1 EA

633-3-12 1 EA

635-2-13 1 EA

SPLICE 12 SM FOC TO 72 FOC

COIL 100' 12 SM FOC (DROP)

COIL 200' 72 SM FOC (TRUNK)

F&I SPLICE VAULT

630-2-11 2 RUNS @ 10 LF

633-1-121 10 LF

EXISTING CONTROLLER CABINET

633-3-15 1 EA

630-2-11 2 RUNS @ 10 LF

633-1-121 50 LF

EXISTING FIBER PULL BOX

RUN NEW FIBER TO UNIVERSITY IN EXISTING CONDUIT.

TERMINATE INTO DROP CABLE.

PULL BACK INTO NEW FIBER PULL BOX.

LOCATE AND CUT EXISTING FIBER.

License No.

Registry - 2584 LC - 0000316

INTERCONNECT PLAN

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEET

14775 Old St. Augustine Road

Jacksonville, FL 32258

TEL: (904) 642-8990

FAX: (904) 646-9485

DATE PROJECT NO.COUNTY

CITY OF GAINESVILLE

ALACHUAJAN 2026 22-446

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E O

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F I L

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\2

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L e B la n c A

I n te r c o n n e c t

P la n M

O D

E L

License No.

Registry - 2584 LC - 0000316

SPLICE DETAILS

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEET

14775 Old St. Augustine Road

Jacksonville, FL 32258

TEL: (904) 642-8990

FAX: (904) 646-9485

DATE PROJECT NO.COUNTY

CITY OF GAINESVILLE

ALACHUAJAN 2026 22-446

T H

E O

F F

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F I L

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NE WALDO RD & 3RD AVE

/1

/2

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\2

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T-9

L e B la n c A

S p li c e D ia g r a m

M O

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MARK S MANWELL 53938

SPLICE

EXISTING FIBER

SPLICE DIAGRAM

SM ORANGE

SM GREEN

SM BROWN

SM BLUE SM BLUE

BLUE

ORANGE

GREEN

BROWN

SLATE

WHITE

RED

BLACK

YELLOW

VIOLET

ROSE

AQUA

ETHERNET SWITCH

PATCH PANEL

BLUE BUFFER

SC ADAPTERS

B

L R R R L H D L I O Q

O G B S W R Y V R A B

L

K

CABLE

FIBER OPTIC DROP

PROPOSED 12 SM

AT SR 24 (WALDO ROAD) & UNIVERSITY AVENUE

EXISTING TRAFFIC SIGNAL CABINET

AT SR 24 (WALDO ROAD) & UNIVERSITY AVENUE

PROPOSED FIBER SPLICE VAULT

SM SLATE

SM BLACK

SM ORANGE

SM GREEN

SM BROWN

SM BLUE SM BLUE SM BLUE

BLUE

ORANGE

GREEN

BROWN

SLATE

WHITE

RED

BLACK

YELLOW

VIOLET

ROSE

AQUA

BLUE

ORANGE

GREEN

BROWN

SLATE

WHITE

RED

BLACK

YELLOW

VIOLET

ROSE

AQUA

PATCH PANEL

BLUE BUFFER

SC ADAPTERS

B

L R R R L H D L I O Q

O G B S W R Y V R A B

L

K

CABLE

FIBER OPTIC TRUNK

EXISTING 72 SM

OPTIC DROP CABLE

PROPOSED 12 SM FIBER

AT SR 24 (WALDO ROAD) & NE 3RD AVENUE

PROPOSED TRAFFIC SIGNAL CABINET

AT SR 24 (WALDO ROAD) & NE 3RD AVENUE

PROPOSED FIBER SPLICE VAULT

S R

W A

L D

O R

O A

D

SM SLATE

SM BLACK

CABLE

FIBER OPTIC TRUNK

PROPOSED 72 SM

ETHERNET SWITCH

PROPOSED FIBER

G

Y

R

G

Y

R

G

Y

R

G

Y

R

G

Y

R

AC

124 3

H1

(ARM M.H.)

HEIGHT

MOUNTING

ARM

TOP OF FOUNDATION ELEVATION

W1

SIGN A

W2

SIGN BSIGN C

W3

H3 H2

B

H4

D

SIGN D

W4

TOTAL ARM LENGTH

W5

S

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

***NOTE: TOP OF FOUNDATION ELEVATIONS ARE SIX INCHES HIGHER THAN THE GROUND ELEVATIONS SHOWN ON THE SIGNALIZATION PLAN SHEETS.

SPECIAL INSTRUCTIONS

NO.

ID

BUTTON

PED.

SIGNALS

PED.

LOCATION

HANDHOLE

* 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 * A H1 W1 B H2 W2 C H3 W3 D H4 W4 E H5 W5

1 T-6 3+23.65 159.10 1 159.65 N Y V Y N 22.5 3 34.0 3 55.0 3 66.5 3 70 19 28.3 3 2.5 44.5 2 8 60.8 3 2.5

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

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

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

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

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

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

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

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

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

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

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

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

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

License No.

Registry - 2584 LC - 0000316

POLE TABULATION AND DETAILS

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEET

14775 Old St. Augustine Road

Jacksonville, FL 32258

TEL: (904) 642-8990

FAX: (904) 646-9485

DATE PROJECT NO.COUNTY

CITY OF GAINESVILLE

ALACHUAJAN 2026 22-446

T H

E O

F F

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F I L

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NE WALDO RD & 3RD AVE

/2

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\2

-4

\T

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\D E

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L e B la n c A

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H E

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S M

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FOUNDATION DETAIL

WIRE

GROUNDING

FOR

CONDUIT

1/2" PVC

5/8 " X 20'

GROUNDING ROD

(COPPER CLAD)

NO. 6 STRANDED

COPPER

GROUND

WIRE

(BARE)

ANCHOR BOLTS

(2 TYP.)

GALV. CONDUIT

MIN. 3"

SIGNAL HEADS

CABLE TO

UPRIGHT

AA

BARE TO GROUND ROD

NO. 6 STRANDED COPPER

WIRING DETAILS

3/8" HOLE (TYP)

BEHIND COVER

NEOPRENE GASKET

3.5" R

FRAME

COMPARTMENT

TERMINAL

7"

FRAME

COMPARTMENT

TERMINAL

(TYP)

1/4"

7"

SECTION "A-A"

1-1/4"

WALL

UPRIGHT

5"

WELD

PENETRATION

PARTIAL

WELD

PARTIAL PENETRATION

FRAME AND COVER DETAIL

TERMINAL COMPARTMENT

SCREWS (TYP)

STEEL HEX HEAD

1/4" DIA. STAINLESS

COVER

COMPARTMENT

TERMINAL

11 GAGE

LUG (GREEN)

GROUNDING

HEAD (13NC)

1/2" HEX

FRAME INSTALL

HANDHOLE

DRILL AND TAP

HEX HEAD SCREWS

WALL WITH 1/4"

TO UPRIGHT

STRIPATTACHED

20 LUG TERMINAL

CABINET

FROM CONTROLLER

SIGNAL CABLE

GROUND BUSS

POLESWITH CABINET

GROUND CONNECTING ALL

WIRE (GREEN INSULATED)

NO. 6 AWG COPPER

(SEE INDEX 649-031)

5"x10" HANDHOLE

(SEE INDEX 649-031)

HANDHOLE FRAME

DROP PIPE SIGN DETAIL

TOP VIEW SIDE VIEW

WITH NUTS AND LOCK

WASHERS.

ROUND HEAD BOLTS

STAINLESS STEELSIGN FACE

SIGN FACE

ZEE

DROP PIPE

U-BOLT CLAMP

ZEE

U-BOLT

CLAMP

COMPARTMENT

TERMINAL

License No.

Registry - 2584 LC - 0000316

SPECIAL DETAILS

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEET

14775 Old St. Augustine Road

Jacksonville, FL 32258

TEL: (904) 642-8990

FAX: (904) 646-9485

DATE PROJECT NO.COUNTY

CITY OF GAINESVILLE

ALACHUAJAN 2026 22-446

T H

E O

F F

I C

I A

L R

E C

O R

D O

F T

H I S

S H

E E

T I

S T

H E

E L

E C

T R

O N

I C

F I L

E D

I G

I T

A L

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S I G

N E

D A

N D

S E

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R R

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.0

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.A .C

NE WALDO RD & 3RD AVE

/2

/2

T

\2

-4

\T

R A

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A T

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\D E

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N \S

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A

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P D

T S

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.D

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T-11

L e B la n c A

S p e c ia l D e ta il s

M O

D E

L

License No.

Registry - 2584 LC - 0000316

SPECIAL DETAILS

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEET

14775 Old St. Augustine Road

Jacksonville, FL 32258

TEL: (904) 642-8990

FAX: (904) 646-9485

DATE PROJECT NO.COUNTY

CITY OF GAINESVILLE

ALACHUAJAN 2026 22-446

T H

E O

F F

I C

I A

L R

E C

O R

D O

F T

H I S

S H

E E

T I

S T

H E

E L

E C

T R

O N

I C

F I L

E D

I G

I T

A L

L Y

S I G

N E

D A

N D

S E

A L

E D

U N

D E

R R

U L

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G

.0

F

.A .C

NE WALDO RD & 3RD AVE

/2

/2

T

\2

-4

\T

R A

N S

P O

R T

A T

IO

N

\D E

S

IG

N \S

IG

N

A L

IZ

A

T

IO

N \S

P D

T S

G

.D

G N

:0

:2

A M

T-12

L e B la n c A

S p e c ia l D e ta il s P a g e

M O

D E

L

GS-1 2

8'-0" 0.5" none

2'-0" 0"

Black Black

Yellow

7.8

P

8.6

E

8.4

D

9.4

E

8.1

S

8.3

T

8.1

R

I

3.8

A

10.2

N

6.5 7.8

L

80.4

8.8

C

9.1

R

8.5

O

9.2

S

9.1

S

8.3

W

9.4

A

10.2

L

7.8

K

6.6 8.8

L

78.4

7.8" 80.4" 7.8"

96"

3"

8"EM

2"

8"EM

3"

24"

Panel Style: warning_Rectangular.ssi

M.U.T.C.D.: 2009 Edition

BORDER

TH=0.5"

NUMBER

OF POSTS

NUMBER

OF POSTS

NUMBER

OF POSTS

NUMBER

OF POSTS

SPACE

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

COPY

SPACE

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

COPY

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACESPACE

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

COPY

SPACE

COPY COPY

SPACE

SPACE

COPY

SPACE

COPY

SYMBOL(S) X Y WID HTANGLE

SIGN NAME STATION(S)

WIDTH

HEIGHT

PANEL

LEGEND

COLOR

RADII

WIDTH

BORDER

COLOR

NUMBER

SIGN

QTY

CLEARANCE COLUMN SIZE AVERAGE

LENGTH

Edge Of Lane

HEIGHT

PANEL

LEGEND

COLOR

RADII

WIDTH

BORDER

COLOR

HEIGHT

PANEL

LEGEND

COLOR

RADII

WIDTH

BORDER

COLOR

HEIGHT

PANEL

LEGEND

COLOR

RADII

WIDTH

BORDER

COLOR

FIXTURE SPACINGNO. OF LIGHT FIXTURES PHOTOMETRIC CURVE WATT VOLTAGE FIXTURE SPACINGNO. OF LIGHT FIXTURES PHOTOMETRIC CURVE WATT VOLTAGE

FIXTURE SPACINGNO. OF LIGHT FIXTURES PHOTOMETRIC CURVE WATT VOLTAGE FIXTURE SPACINGNO. OF LIGHT FIXTURES PHOTOMETRIC CURVE WATT VOLTAGE

License No.

Registry - 2584 LC - 0000316

DETAILS

GUIDE SIGN WORK SHEET AND

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEET

14775 Old St. Augustine Road

Jacksonville, FL 32258

TEL: (904) 642-8990

FAX: (904) 646-9485

DATE PROJECT NO.COUNTY

CITY OF GAINESVILLE

ALACHUAJAN 2026 22-446

T H

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T-14