3626_Signalization_Plans.pdf

PDF 4 MB Posted Oct 28, 2026

Attached to: Gateway Park Entrance
Solicitation number: 36-26
Issued by: Volusia County, Florida

About this file

Written by GovTribe AI · Nov 2, 2026

This is a signalization plans document for the Gateway Park Entrance project located in Florida, involving the City and relevant state and local agencies including Volusia County and the Florida Department of Transportation (FDOT). The project provides a new direct entrance to Gateway Park from the existing signalized intersection of US 17/92 / N. Charles Richard Beall Boulevard and Saxon Boulevard. Two separate contractors will be engaged: a Site Work Contractor responsible for all labor, materials, equipment, supervision, permitting, testing, coordination, and incidentals necessary to construct the civil and site improvements shown in the Contract Documents, and a Signalization Contractor retained separately by the City for traffic signal equipment and signal system work. All work affecting the existing traffic signal, which is owned as determined by the plans, must comply with applicable City, Volusia County, FDOT, MUTCD, and Contract Document requirements.

The Contract Drawings and Specifications establish the specific work assigned to each contractor, with clear contractual responsibility divisions between the Site Work Contractor and the Signalization Contractor. The document does not specify pricing terms, bidding deadlines, site visit requirements, award dates, contract term, set-asides, or funding sources within the scope of this signalization plans file.

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File	Type	Posted
RFP_3626__Gateway_Park_Entrance.pdf	PDF	Oct 28, 2026
3626_Civil_Construction_Documents.pdf	PDF	Oct 28, 2026

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DEBARY, FLORIDA

GATEWAY PARK ENTRANCE

SIGNALIZATION PLANS

FOR

PROJECT LOCATION

SECTION 8, TOWNSHIP 19, RANGE 30

VICINITY MAP

PROJECT LOCATION

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NOT TO SCALE

N C

D B

SAXON BLVD

SHEET INDEX

T-1 KEY SHEET

T-2

TABULATION OF QUANTITIEST-3

GENERAL NOTES (01) & (02)

SIGNALIZATION PLAN

T-6

STRAIN POLE SCHEDULE

T-7

WENDY J. KREHBIEL, P.E.

P.E. LICENSE NUMBER: 74007

KIMLEY-HORN AND ASSOCIATES, INC.

12740 GRAN BAY PKWY, SUITE 2350

JACKSONVILLE, FL 32258

PHONE (904) 828-3900

SIGNALIZATION PLANS

ENGINEER OF RECORD:

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SIGNATURE SHEET

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US 17/92 AT SAXON BLVD

APRIL 2025

LIGHTING GENERAL NOTES AND LEGEND

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PROJECT LAYOUT

GOVERNING DESIGN STANDARDS:

FLORIDA DEPARTMENT OF TRANSPORTATION, FY2024-25 STANDARD PLANS FOR ROAD AND

BRIDGE CONSTRUCTION AT THE FOLLOWING WEBSITE:

HTTPS://WWW.FDOT.GOV/DESIGN/STANDARDPLANS/CURRENT

GOVERNING STANDARD SPECIFICATIONS:

FLORIDA DEPARTMENT OF TRANSPORTATION, FY2024-25 STANDARD SPECIFICATIONS FOR

ROAD AND BRIDGE CONSTRUCTION AT THE FOLLOWING WEBSITE:

HTTPS://WWW.FDOT.GOV/PROGRAMMANAGEMENT/IMPLEMENTED/SPECBOOKS/DEFAULT.SHTM

GUIDESIGN WORKSHEET

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LIGHTING PLAN

DETECTOR CHART

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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 THE ELECTRONIC COPIES.

THIS ITEM HAS BEEN DIGITALLY

SIGNED AND SEALED BY

KIMLEY-HORN AND ASSOCIATES, INC.

12470 GRAN BAY PKWY, SUITE 2350

JACKSONVILLE, FLORIDA 32258

(904) 898-3900

WENDY J. KREHBIEL, P.E. NO. 74007

SIGNALIZATION PLANS

SHEET NO SHEET DESCRIPTION

T-1 KEY SHEET

T-2 SIGNATURE SHEET

T-3 TABULATION OF QUANTITIES

T-4 TO T-5 GENERAL NOTES

T-6 PROJECT LAYOUT

T-7 SIGNALIZATION PLAN

T-8 DETECTOR CHART

T-10 GUIDESIGN WORKSHEET

L-1 LIGHTING GENERAL NOTES AND LEGEND

L-2 LIGHTING DATA TABLE

L-3 LIGHTING PLAN

SIGNALIZATION PLANS

SHEET NO SHEET DESCRIPTION

T-2 SIGNATURE SHEET

T-9 STRAIN POLE SCHEDULE

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

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

KIMLEY-HORN AND ASSOCIATES, INC.

200 SOUTH ORANGE AVENUE, SUITE 600

ORLANDO, FLORIDA 32801

(407) 898-1511

NOLAN B. VILLATORO, P.E. NO. 93862

THIS ITEM HAS BEEN DIGITALLY

SIGNED AND SEALED BY

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

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

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 THE ELECTRONIC COPIES.

STATE OF

No 93862

PROFESSIONAL EN

GIN

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VILLATORO

STATE OF

No 74007

FESSIONAL ENGIN

J. KREHBIEL

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PAY ITEM NOTES:

650-1-XX: ALL PROPOSED SIGNAL HEADS TO INCLUDE FLEXIBLE BACKPLATES.

650-2-109: RETROFIT FLEXIBLE BACKPLATES ON SIGNAL HEADS THAT ARE EXISTING TO REMAIN.

665-2-12: USE POLARA ENTERPRISES AUDIBLE/TACTILE PEDESTRIAN DETECTOR (APL NO, 665-004-008).

671-2-40: PAY ITEM TO INCLUDE THE COST OF MODIFYING THE CONTROLLER TO INCLUDE THE PROPOSED INDUCTIVE LOOP

DETECTOR ASSEMBLIES, UPDATED PHASING, AND ADDED/REMOVED SIGNAL HEADS.

680-1-600: PAY ITEM FOR COMPLETE ADAPTIVE SIGNAL CONTROL SYSTEM REMOVAL TO INCLUDE REMOVAL OF ASSOCIATED

RHYTHM CABINET EQUIPMENT AND ABOVE GROUND VIDEO CAMERAS MOUNTED TO STRAIN POLES.

685-1-13: USE TECHPOWER DEVELOPMENTS TRAFFIC UPS SYSTEM (DBL MX 1000-U36).

715-5-31: ALL NECESSARY LIGHTING ELECTRICAL INFRASTRUCTURE FOR STRAIN POLE MOUNTED LUMINAIRE SHALL BE

INCIDENTAL TO THE COST OF PROPOSED LUMINAIRE AND BRACKET ARM.

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GENERAL NOTES

1. NOTIFY VOLUSIA COUNTY TRAFFIC ENGINEERING AT LEAST TWO BUSINESS DAYS PRIOR

TO BEGINNING WORK. NOTIFY ALLEN CATES AND TIM KARR (386) 736-5968.

2. COORDINATE WORK SCHEDULE, COORDINATE TIMING AND AUTHORIZATION OF POWER

SERVICE WITH VOLUSIA COUNTY TRAFFIC ENGINEERING. NOTIFY ALLEN CATES, TIM

KARR, AND KARL EWALD (386) 736-5968.

3. ANY ITEM NOT SPECIFICALLY ADDRESSED IN THESE PLANS, USE F.D.0.T.

SPECIFICATIONS. ALL MATERIALS AND HARDWARE SHALL BE PRE-APPROVED BY VOLUSIA

COUNTY TRAFFIC ENGINEERING.

4. UNLESS OTHERWISE NOTED, ALL REMOVED EQUIPMENT SHALL BE DELIVERED TO

VOLUSIA COUNTY TRAFFIC OPERATIONS, 3771 W. INTERNATIONAL SPEEDWAY BLVD,

DAYTONA BEACH, FL 32114, (386) 736-5968.

5. NOTIFY SUNSHINE ONE-CALL 1-800-432-4770 AT LEAST TWO BUSINESS DAYS IN

ADVANCE OF ANY EXCAVATION WORK WHICH WOULD OTHERWISE INTERFERE WITH ANY

ABOVE GROUND OR BELOW GROUND UTILITIES. CURRENT LOCATE TICKET SHALL BE

MAINTAINED THROUGHOUT THE DURATION OF THE WORK. THE COUNTY OF VOLUSIA IS

NOT A MEMBER OF THE SUNSHINE ONE-CALL. FOR LOCATES CALL (386) 736-5968,

TRAFFIC ENGINEERING TO REQUEST A LOCATE TICKET TO SCHEDULE THE LOCATE.

6. VERIFY COLOR CODES FOR SIGNAL CABLE WITH VOLUSIA COUNTY TRAFFIC ENGINEERING

BEFORE ORDERING.

7. IT SHOULD BE NOTED THAT NO TEST BORINGS WERE MADE WHERE CONDUIT RUNS ARE

TO BE INSTALLED BY JACKING, DIRECTIONAL BORING, OR TRENCHING. THE JOB SITE

CONDITIONS SHALL BE EXAMINED BEFORE SUBMITTING A BID PROPOSAL.

8. A SIGNAL INSPECTION IS TO BE SCHEDULED WITH ALLEN CATES (VOLUSIA COUNTY)

386-736-5668 TRAFFIC ENGINEERING 10 DAYS PRIOR TO THE SIGNAL BEING PUT INTO

OPERATION.

9. AT THE TIME OF FINAL INSPECTION, PROVIDE 2 SETS OF CONSTRUCTION "AS-BUILT"

PLANS, ONE TO VOLUSIA COUNTY TRAFFIC ENGINEERING AND ONE FOR THE CABINET.

10. TRAFFIC SHALL BE MAINTAINED IN ACCORDANCE WITH THE MOST RECENT F.D.O.T.

DESIGN STANDARD PLANS. ATTENTION IS DIRECTED TO THE INDEX 102 SERIES.

11. SPIRAL WRAP SHALL BE USED TO FASTEN SIGNAL CABLE TO THE MESSENGER WIRE.

12. THESE PLANS REFLECT CONDITIONS KNOWN DURING PLAN DEVELOPMENT. IN THE

EVENT ACTUAL PHYSICAL CONDITIONS PREVENT THE APPLICATION OR THE

PROGRESSION OF ANY WORK SPECIFIED IN THESE PLANS, THE ENGINEER SHALL BE

NOTIFIED IMMEDIATELY AND PRIOR TO ANY FURTHER WORK ACTIVITY.

13. AT NO TIME IS THERE TO BE A CHANGE TO ANY SIGNAL TIMINGS. VOLUSIA COUNTY WILL

MAINTAIN ALL SIGNAL TIMINGS BEFORE, DURING, AND AFTER CONSTRUCTION. IF ANY

TIMING CHANGES ARE MADE, A TIMING SHEET SHALL BE PLACED IN THE CONTROLLER

CABINET WITH DATE AND TIME OF INSTALLATION ALONG WITH A CONTACT NUMBER.

14. ALL COMMUNICATIONS CABLE SHALL BE IN SEPARATE PULL BOXES AND CONDUITS.

15. THE USE OF JONES PLUGS IS NOT PERMITTED.

16. CONTACT THE EXISTING POWER UTILITY TO DETERMINE IF A SERVICE PROCESSING FEE

IS REQUIRED. IF REQUIRED, FEE SHALL BE INCLUDED AS PART OF PAYMENT FOR

ELECTRICAL POWER SERVICE ASSEMBLY.

17. IMSA LEVEL II SIGNAL TECHNICIAN SHALL BE ON SITE THROUGHOUT ALL PHASES OF

CONSTRUCTION AND ON-CALL WITH A TWO-HOUR MAX. RESPONSE TIME.

18. ANY DAMAGE TO SIDEWALK OR CONCRETE DURING CONSTRUCTION SHALL BE RESTORED

BACK TO ORIGINAL STATE.

19. NON-LOCATED / UNMARKED FDOT ITS FACILITIES, INCLUDING FIBER OPTIC

COMMUNICATION AND TRAFFIC CONTROL SIGNAL LOOPS/DEVICES, MAY EXIST WITHIN

THE PROJECT LIMITS; MAKE TEMPORARY REPAIRS TO ANY DAMAGE TO A FACILITY

WITHIN FOUR (4) HOURS OF THE OCCURRENCE. IF ASSISTANCE IS REQUIRED REGARDING

ITS FACILITIES, CONTACT THE FDOT TRAFFIC OPERATIONS ITS MANAGER AT (386)

943-5000 OR JENNIFER SARDONINI AT (386) 785-3764.

20. PER SPEC 620-3.2.1, THE MAXIMUM RESISTANCE REQUIRED SHOULD NOT BE MORE THAT

5 OHMS.

21. CONTACT FDOT TRAFFIC OPS TRAFFIC SIGNAL QUALITY ASSURANCE MANAGER (JOHN

LILLY) AT (386) 943-5329 TEN (10) DAYS PRIOR TO THE SIGNAL BEING PUT INTO

OPERATION.

SIGNALS

1. BLACK POLYCARBONATE HOUSINGS ARE REQUIRED FOR VEHICULAR AND PEDESTRIAN

SIGNAL HEAD ASSEMBLIES IN VOLUSIA COUNTY. SIGNAL HEADS MOUNTED TO SPAN WIRE

SHALL HAVE BLACK POLYCARBONATE HOUSING WITH ALUMINUM TOP SECTION. ALL

VEHICLE SIGNAL DISPLAYS SHALL BE LED. ALL SIGNAL HEADS SHALL INCLUDE TUNNEL

VISORS AND BACKPLATES WITH REFLECTIVE BORDERS.

2. THE INSIDE DISCONNECT SHALL BE WIRED FOR FUTURE 4 SECTION HEADS.

3. ALL SIGNAL ASSEMBLIES SHALL HAVE A VERTICAL CLEARANCE OF 17.5' MINIMUM AND 19'

MAXIMUM FROM THE HIGHEST POINT ON THE ROADWAY SURFACE.

4. UPON REMOVAL OF EXISTING TRAFFIC SIGNAL, RETURN ALL EQUIPMENT TO VOLUSIA

COUNTY TRAFFIC ENGINEERING.

POLES / PEDS / CONTROLLER

1. STAKE ALL POLE LOCATIONS PRIOR TO SETTING AND HAVE THE POLE LOCATIONS FIELD

CHECKED BY VOLUSIA COUNTY TRAFFIC ENGINEERING. NOTIFY TIM KARR (386) 736-5968

FOR FIELD CHECK AND POLE LOCATION APPROVAL.

2. ALL UNDERGROUND CONDUIT ENTRY HOLES ON SIGNAL POLES SHALL BE STUBBED OUT.

3. DUE TO THE CLOSE PROXIMITY OF UNDERGROUND UTILITIES. HAND DIG THE FIRST (4)

FOUR FEET OF ANY POLE / PEDESTAL FOUNDATION.

4. PEDESTRIAN HEADS SHALL BE COUNTDOWN LED MODULAR WITH INTERNATIONAL

SYMBOLS. ADEQUATE SIGNAL CABLE SHALL BE RUN TO EACH SIGNAL POLE FOR FUTURE

PEDESTRIAN HEADS. THREE (3) SPARE CONDUCTORS SHALL BE RUN TO THE FURTHEST

PEDESTRIAN HEAD.

5. SIGNS FTP-25-04 AND R10-3B SHALL BE INCLUDED IN PAY ITEM 665-11-XX

(FTP-68B-06) COUNTDOWN PED SIGN.

6. THE CABINET DOOR SHALL OPEN AWAY FROM THE INTERSECTION, WHERE POSSIBLE.

7. A MANUAL PUSH BUTTON CORD SHALL BE FURNISHED IN ALL CONTROLLER CABINETS.

8. TWO SPARE CABINET CONDUIT SHALL BE STUBBED OUT AND CAPPED IN EACH CABINET

ENTRY PULL BOX.

9. THE CONTROLLER BASE AND SERVICE PAD SHALL BE A MONOLITHIC POUR WITH A 4"

MINIMUM / 8" MAXIMUM ABOVE FINISHED GRADE.

10. THE PROPOSED CONTROLLER ASSEMBLY SHALL BE TS-2 SIZE 7 ECONOLITE CABINET

(R77) WITH A NEMA TS2 TYPE 2 ECONOLITE CONTROLLER (COBALT 2100) AND SHALL

INCLUDE BACKUP INTERNAL TIME BASED COORDINATION. THE CONTROLLER ASSEMBLY

SHALL INCLUDE TECHPOWER UPS BACKUP SYSTEM (1000 WATT DOUBLE CONVERSION),

AND ITS EXPRESS SUPPLY (ITS-8042, PLUS, SERIES V3) ETHERNET SWITCH. INTERFACE

PANEL, FIBER OPTIC TRANSCEIVER MODULE AND ALL NECESSARY EQUIPMENT FOR A

COMPLETE, OPERATIONAL, AND ACCEPTABLE INSTALLATION (670-5-110). ALSO,

CONTROLLER CABINETS SHALL REQUIRE A GENERATOR HOOKUP BOX EXTERNAL TO THE

CABINET, W/C, OR FIBER ENCLOSURE.

11. ENSURE THAT 4 FT. X 4 FT. FLAT LANDING AREA IS ADJACENT TO ALL PED BUTTONS

FOR PEDESTRIANS.

12. THE ALUMINUM PEDESTAL SHALL INCLUDE BREAKAWAY BASE AND SLIP FOOTER, COLLAR

AND A SET SCREW.

STRAIN POLES

1. IF A CONTINUOUS RUN OF SIGNAL CABLE IS NOT POSSIBLE FROM THE CABINET TO THE

SIGNAL HEAD, THEN A SPLICE WITH ORD WATER PROOF CONNECTORS SHALL BE USED

AT THE HAND HOLE, NOT A TERMINAL STRIP - MARK PHASING ON WIRES.

2. THE PROPOSED SIGNAL CABLE SHALL INCLUDE SUFFICIENT CONDUCTORS FOR LEFT

TURN PHASES.

3. THE CABLE GRIP SHALL BE SUFFICIENT SIZE TO NOT COMPROMISE THE INSULATION ON

THE SIGNAL CABLE.

4. ALL SIGNAL ASSEMBLIES AND SIGNS SHALL HAVE A MINIMUM VERTICAL CLEARANCE OF

17.5' FROM BOTTOM OF THE ASSEMBLY AND SIGNS TO THE ROD.

5. PROVIDE AND MAINTAIN A BACK UP GENERATOR FOR ALL THE TIME THAT EXISTING

TRAFFIC SIGNAL IS ON GENERATOR BACK UP TO POWER THE SIGNAL.

SIGNS & STREET LIGHTS

1. LED INTERNALLY ILLUMINATED STREET NAME SIGNS SHALL BE INSTALLED AT ALL NEW

AND REBUILT TRAFFIC SIGNALS.

2. ALL NEW/PROPOSED LED INTERNALLY ILLUMINATED STREET NAME SIGNS SHALL HAVE A

SEPARATE POWER BREAKER, LOCATED IN THE CONTROLLER CABINET.

3. LUMINAIRE LIGHTS SHALL BE TIED INTO THE INTERNALLY ILLUMINATED STREET NAME

SIGNS, PHOTOCELL, IN THE CABINET

4. LED INTERNALLY ILLUMINATED STREET NAME SIGNS SHALL BE SINGLE SIDED AND FACE

MOUNTED ON THE MAST ARMS.

CONDUIT/PULL BOXES/LOOPS

1. ALL CONDUIT SHALL BE 2 INCH MINIMUM UNLESS OTHERWISE SPECIFIED IN THE

PLANS, ABOVE GROUND RIGID 2" GALVANIZED STEEL. UNDERGROUND SCHEDULE 40,

BURIED AT 36".

2. WHEN MULTIPLE RUNS OF CONDUIT ARE PLACED UNDER PAVEMENT BY DIRECTIONAL

BORE, JACKING OR TRENCHING, ONLY ONE RUN IS PAID FOR AS UNDER PAVEMENT.

ADDITIONAL RUNS ARE TO BE PAID FOR AS UNDERGROUND CONDUIT.

3. AS DIRECTED BY THE PROJECT ENGINEER, CONDUIT SHALL BE ADJUSTED VERTICALLY

TO AVOID ANY POSSIBLE CONFLICTS WITH UNDERGROUND UTILITIES.

4. PULL BOXES SHALL BE PLACED BEHIND THE CURB AND GUTTER. IF THERE IS NO CURB

AND GUTTER, PULL BOXES SHALL BE LOCATED AT LEAST 10' FROM THE EDGE OF

PAVEMENT. PULL BOXES WILL NOT BE LOCATED AT THE BOTTOM OF ANY DITCH OR

RETENTION AREA/POND.

5. ALL ENDS OF CONDUITS IN PULL BOXES AND CABINETS SHALL BE SEALED WITH

ELECTRICAL PUTTY AFTER WIRING IS COMPLETE.

6. PULL BOXES SHALL BE COMPOSITE AND THE COVERS SHALL BE F.D.O.T. APPROVED OF

NON-METALLIC CONSTRUCTION WITH RECESSED COVER LOGO "TRAFFIC SIGNALS".

(QUAZITE 1324 BK., 1212BA OR EQUAL). ENSURE THAT ALL PULL BOX LID STAMPINGS

ARE PROVIDED IN ACCORDANCE WITH FDOT SPECIFICATIONS SECTION 996-5.

7. ALL SIGNAL CABLE PULL BOXES SHALL BE 17" X 30" X 18".

8. ALL PULL BOXES SHALL HAVE A CONCRETE APRON PER FDOT SPEC. AROUND THE PULL

BOX.

9. CCTV CAMERAS SHALL BE BOSCH HD (VG5 - ITS AUTODOME SERIES) WITH A CANDY

CANE MOUNT.

10. SIDE STREET AND LEFT TURN DETECTOR LOOP ASSEMBLIES SHALL BE CENTERED IN

THE LANE AND SHALL BE EXTENDED 5' BEYOND THE STOP BAR.

11. TEMPORARY DETECTORS SHALL BE INSTALLED PRIOR TO CONSTRUCTION AND

DEACTIVATION/REMOVAL OF THE EXISTING LOOPS THAT WILL BE DAMAGED DURING

CONSTRUCTION.

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VOLUSIA COUNTY PERMIT NOTES

1. NOTIFY VOLUSIA COUNTY DEVELOPMENT ENGINEERING OFFICE AT (386-736-5926), ONE

BUSINESS DAY PRIOR TO BEGINNING ANY PERMITTED WORK, BEFORE ANY CHANGES

FROM APPROVED PLANS AND WHEN COMPLETED.

- ALL ROAD/ LANE CLOSURES "ARE SEPARATE FROM THE PERMIT" AND REQUIRE PLAN

VIEW AND APPROVAL WITH 7 DAY ADVANCE NOTICE FROM VOLUSIA COUNTY TRAFFIC

OPERATIONS AT (386-239-6535) PRIOR TO ANY LANE CLOSURE. MOT IS REQUIRED ON

ALL PROJECTS.

- ALL TRAFFIC & PEDESTRIAN SIGNALS (& SURROUNDING AREAS), "ARE NOT" A

MEMBER OF SUNSHINE ONE CALL. LOCATES MUST BE REQUESTED/ LOCATED FROM

VOLUSIA COUNTY TRAFFIC ENGINEERING AT 386-736-5968.

- THE VOLUSIA COUNTY- STAMPED " APPROVED" PERMIT PLANS MUST BE ONSITE AT

ALL TIMES.

- NO TRENCH / EXCAVATIONS SHALL BE LEFT OPEN OR UNATTENDED OVERNIGHT.

- SOD ALL DISTURBED AREAS.

- PRE/POST CONSTRUCTION VIDEO/PHOTO OF EXISTING ROADWAYS, DRIVEWAYS,

SIDEWALKS, DITCHES, CULVERTS AND ABOVEGROUND UTILITIES.

2. OPERATIONS WITHIN THE COUNTY RIGHT-OF-WAY SHALL NORMALLY BE CONDUCTED 7:00

AM TO 7:00 PM, MONDAY THROUGH FRIDAY. ANY DEVIATION FROM THESE HOURS

REQUIRES PRIOR APPROVAL FROM COUNTY DEVELOPMENT ENGINEER. EMERGENCY

REPAIRS ARE EXCLUDED FROM THIS TIME RESTRICTION.

3. ALL EXISTING SIDEWALKS WITHIN COUNTY RIGHT-OF WAY SHALL EITHER REMAIN OPEN

OR BE PROVIDED A TEMPORARY WALKWAY IN ACCORDANCE WITH THE CURRENT VERSION

OF FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD INDEX NO. 660. ANY DAMAGE

TO SIDEWALKS SHALL BE REPAIRED AND/OR REPLACED. NEW SIDEWALKS AND

SECTIONS THROUGH DRIVEWAYS MUST BE AT A 1.5% CROSS SLOPE AND 2% MAXIMUM

CROSS SLOPE PER ADA STANDARDS.

4. DRIVING OR STAGING OF CONSTRUCTION VEHICLES OR MATERIALS ARE NOT PERMITTED

WITHIN THE COUNTY RIGHT-OF-WAY OR ON PEDESTRIAN WALKWAYS AND PATHS. THERE

SHALL BE NO OVERNIGHT CONSTRUCTION VEHICLE RELATED PARKING, CONSTRUCTION

MATERIAL PLACEMENT OR STORAGE OF ANY KIND PERMITTED WITHIN THE COUNTY

RIGHT-OF-WAY.

POWER SERVICE

1. BREAKER CAN SHALL BE SQUARED (OUTDOOR USE) TYPE Q06/2LJOORB BREAKER CAN.

2. CONDUIT USED FOR ELECTRIC SERVICE SHALL BE 1 1/2" MIN. AND A 1/2" MIN. USED

FOR EARTH GROUND.

3. ANTI-CORROSIVE PASTE SHALL BE USED ON ALL ELECTRIC SERVICE CONNECTIONS.

UTILITIES

1. LOCATION(S) OF THE UTILITIES SHOWN IN THE PLANS (INCLUDING Vv, Vh, Vvh) ARE

BASED ON LIMITED INVESTIGATION TECHNIQUES AND SHOULD BE CONSIDERED

APPROXIMATE ONLY; THE VERIFIED LOCATIONS/ELEVATIONS APPLY AT THE POINT

SHOWN. INTERPOLATION BETWEEN THESE POINTS HAVE NOT BEEN VERIFIED.

2. CONTACT ANY UTILITY OWNER(S) THAT MAY OR MAY NOT BE A "SUNSHINE ONE-CALL"

MEMBER IN ORDER TO COORDINATE UTILITY MARKING AND LOCATING AT A MINIMUM OF

TWO DAYS PRIOR TO DIGGING. IT SHOULD BE NOTED THAT FDOT IS NOT A MEMBER OF

"SUNSHINE ONE-CALL" AND THAT SEPARATE CONTACT WILL NEED TO BE MADE IN ORDER

TO OBTAIN UTILITY LOCATE.

UTILITY OWNERS

CENTURYLINK

CHARTER COMMUNICATIONS

ZAYO GROUP

DUKE ENERGY

FLORIDA PUBLIC UTILITIES CO

LUMEN

COMCAST

CROWN CASTLE

AT&T DISTRIBUTION

UNITI FIBER

VOLUSIA COUNTY WATER RESOURCE & UTILITY

BILL MCCLOUD

JERROLD KAISER

HENRY KLOBUCAR

CUSTOMER SERVICE CENTER

COLIN DUNN

LUMEN CENTURYLINK

ANDREW SWEENEY

FIBER DIG TEAM

DINO FARRUGGIO

CHARLIE CROFT

ERIN REED

850-599-144 321-338-1928 406-496-6510 407-629-1010 386-785-4554

877-366-8344 EXT 2

904-738-6898 800-654-3110

G27896@ATT.COM

251-214-7059 386-804-4561

SURVEY:

1. ALL SURVEY INFORMATION WAS OBTAINED FROM A LICENSED FLORIDA PROFESSIONAL

SURVEYOR AND MAPPER AND UTILIZED AS SUPPORTING DATA IN THE PRODUCTION OF

DESIGN PLANS AND FOR CONSTRUCTION ON SUBJECT PROJECT. THE PROFESSIONAL

SURVEYOR AND MAPPER OF RECORD IS:

JAMES L RICKMAN, P.S.M.

P.S.M. NO: 5633

ALLEN & COMPANY

16 EAST PLANT STREET

WINTER GARDEN, FLORIDA 34787

SITE BENCHMARK

NAIL & DISC

LB 6723

ELEV.=82.70'

.5 7, OF

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PROJECT CONTROL

STATION OFFSET DESCRIPTION

2+71.57 52.31' NAIL & DISK SITE BENCHMARK ELEV. = 82.70'

N O

CHARLES R. BEALL BLVD

(US 17/92)

GATE

AY P

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PROJECT CONTROL NOTES:

1. ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988,

NATIONAL GEODETIC SURVEY BENCHMARK NUMBER Q 470, ELEVATION BEING 74.47'.

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F F L

O R

LIC

T H E O

F F

L R E C O R D O

F T

H E E T I S T

H E E

C T R O N

E D

Y S

N E D A

N D S

E A

D U

N D E R R

-2 .0 4, F

.A .C

NOTES :

1. THE SIGNAL IS TO BE MAINTAINED BY VOLUSIA COUNTY.

2. MAJOR STREET IS US 17/92 (SPEED LIMIT IS 45 MPH). MINOR STREETS ARE

SAXON BLVD (SPEED LIMIT IS 40 MPH) AND GATEWAY PARK ACCESS/ENTRANCE

(SPEED LIMIT IS ASSUMED 25 MPH).

3. FLASHING OPERATION: MOVEMENTS 2, AND 6 YELLOW. ALL OTHER MOVEMENTS RED.

4. S.O.P. 9 MODIFIED PER FDOT STANDARD PLANS 671-001.

5. REFER TO GATEWAY PARK ENTRANCE CIVIL CONSTRUCTION PLANS FOR SIGNING

AND PAVEMENT MARKING DETAILS.

EXISTING CONTROLLER TO BE MODIFIED

TO ACCEPT NEW/MODIFIED SIGNAL

HEADS AND LOOP DETECTORS.

611-2-11 EA

611-1-10.18 MI

671-2-401 EA

SAXON BLVD

GATEWAY PARK

ACCESS/ENTRANCE

S R

B E

L B

D (U S

SIGNAL DISPLAY DETAILS

3 EA

650-2-109 650-2-109

2 EA

G G

Y Y

1 6

2 5 6 6R

MOVEMENT #

(CONTROLLER PHASE)

DIRECTION

TURN TYPE

MIN GREEN

EXT

YELLOW

ALL RED

MAX I

MAX II

WALK

FLASHING DON'T WALK

DETECTOR MEMORY

DET. CROSS SWITCH.

DUAL ENTRY

VEHICLE RECALL

CONTROLLER TIMING PLAN

MIN

SBL

PM/PT

NBL

PM/PT

MIN

NORTH

1 OR

PROTECTED

PERMISSIVE

SIGNAL OPERATING PLAN

SOP 9 (MODIFIED)

P61

5P2 P4

TF 1

TF 2

TF 5

TF 6

1 5

2 P2+ 6 P6+

650-2-109

1 EA

650-2-109

1 EA

G G G

Y Y

3-SECT.,

1-WAY

1 AS

650-1-24

5-SECT.,

1-WAY

2 AS

650-1-29

8L 8

TF 3

TF 4

P2 04 05

4 4L+ P4

6R+

8 8L+ P8

B EXISTING TO REMAIN

PEDESTRIAN DISPLAY DETAILS

STATIC SIGN DETAILS

OVERHEAD STREET NAME SIGN

DISPLAY DETAILS

680-1-6001 EA

2 RUNS @ 25 FT

OVERHEAD SIGN DETAILS

TURN

ON RED

BLANKOUT SIGN

EXISTING TO REMAIN

630-2-1225 LF

646-1-111 EA

635-2-141 EA

665-1-121 EA

EXISTING

TO REMAIN

3 EXISTING TO REMAIN

1EXISTING TO REMAIN 4 EXISTING TO REMAIN

REPLACE EXISTING LOOP

ASSEMBLIES. UTILIZE

EXISTING LOOP

DETECTOR CHANNELS.

660-2-106 3 EA

START CROSSING

Watch For Vehicles

DON'T START

Finish Crossing

If Started

TIME REMAINING

To Finish Crossing

DON'T CROSS

STEADY

TIMER

FLASHING

PUSH BUTTON

TO CROSS

US 17-92

653-1-11

PED. SIGNAL

COUNT-DOWN

1-SECT., 1-WAY

3 AS

P8 P2

3.4 3.5

MIN

4.8 2.4

4.4 4.9

3.4 4.3

4.8 2.4

3.4 4.8

7.0 7.0 7.0 7.0

56 671 2429

18 21 24 26

660-2-1062 EA

630-2-1115 LF

1 RUN @ 50 FT

630-2-12 50 LF

(1) LOOP (2")

4 RUNS @ 100 FT

630-2-12 100 LF

(1) LOOP (2")

(2) PED (2")

(1) SPARE (2")

5 RUNS @ 125 FT

630-2-12125 LF

(2) PED (2")

635-2-143 EA

7 RUNS @ 15 FT

(1) SIGNAL (2")

(1) LOOP (2")

(2) PED (2")

(2) SPARE (2")

(1) LIGHTING (2")

630-2-1115 LF

(1) LOOP (2")

(2) PED (2")

(1) SPARE (2")

(1) LIGHTING (2")

2 RUNS @ 30 FT

630-2-1230 LF

635-2-141 EA

(2) PED (2")

1 RUN @ 15 FT

(1) SIGNAL (2")

1 RUN @ 40 FT

630-2-1140 LF

635-2-142 EA

(1) LOOP (2")

2 RUNS @ 10 FT

630-2-12 10 LF

635-2-14 2 EA

(2) PED (2")

EXIST. R/W

EXISTING LOOP TO

REMAIN (TYP.)

632-7-11 PI

3 RUNS @ 75 FT

630-2-12 75 LF

(2) PED (2")

(1) SPARE (2")

2 RUNS @ 15 FT

630-2-12 15 LF

(2) PED (2")

635-2-14 2 EA

650-1-60

1 AS

EXISTING FDOT SPLICE

VAULT AND FIBER TO REMAIN

EXIST. PULLBOX

TO REMAIN

START CROSSING

Watch For Vehicles

DON'T START

Finish Crossing

If Started

TIME REMAINING

To Finish Crossing

DON'T CROSS

STEADY

TIMER

FLASHING

PUSH BUTTON

TO CROSS

SAXON BL

R10-3i

GATEWAY PARK ACCESS

START CROSSING

Watch For Vehicles

DON'T START

Finish Crossing

If Started

TIME REMAINING

To Finish Crossing

DON'T CROSS

STEADY

TIMER

FLASHING

PUSH BUTTON

TO CROSS

I R10-3i

START CROSSING

Watch For Vehicles

DON'T START

Finish Crossing

If Started

TIME REMAINING

To Finish Crossing

DON'T CROSS

STEADY

TIMER

FLASHING

PUSH BUTTON

TO CROSS

CHARLES RICHARD

BEALL BLVD

DOUBLE SIDED

FREE-SWINGING

8'-0"

2'-0"

700-5-22 1 EA

EXIST. FDOT FIBER

TO REMAIN

EXIST. FDOT

FIBER TO REMAIN

4L 4

NOTES :

1. SIGNAL TIMINGS ARE INITIAL AND MAY REQUIRE FIELD ADJUSTMENTS

2. BLANKOUT SIGN "H" TO MAINTAIN EXISTING OPERATION (OVERLAPS WITH

SOUTHBOUND PROTECTED LEFT/U-TURN PHASE) 633-690 DA

3 RUNS @ 20 FT

630-2-1120 LF

646-1-111 EA

665-1-121 EA

(2) PED (2")

(1) LOOP (2")

2 RUNS @ 10 FT

630-2-1110 LF

646-1-111 EA

665-1-121 EA

(2) PED (2")

EXIST. R/W

2EXISTING TO REMAIN

EXISTING LOOP TO

REMAIN (TYP.)

EXIST. R/W

VEHICLES

TURNING

STOP FOR

E R10-15A 30" X 30"

700-3-201 4 EA

D EXISTING TO REMAIN700-5-60 1 EA

685-1-131 EA

634-4-151 1 PI

2'29 4'

REPLACE EXISTING LOOP

ASSEMBLY. UTILIZE EXISTING

LOOP DETECTOR CHANNEL.

660-2-1061 EA

685-2-11 EA

LEFT TURN

YIELD ON

GREEN

EXISTING TO

REMAIN

F R3-4

36" X 36"

700-3-201 1 EA

EXISTING CCTV CAMERA TO REMAIN.

REFER TO LIGHTING PLANS FOR

LUMINAIRE AND BRACKET ARM DETAILS.

UTILIZE SPARE LOOP

DETECTOR CHANNELS FOR

PROPOSED LOOP ASSEMBLIES

R10-3i

GATEWAY PARK ACCESS

START CROSSING

Watch For Vehicles

DON'T START

Finish Crossing

If Started

TIME REMAINING

To Finish Crossing

DON'T CROSS

STEADY

TIMER

FLASHING

PUSH BUTTON

TO CROSS

646-1-60 1 EA

1 RUN @ 20 FT

630-2-12

(1) LOOP (2")

635-2-14

20 LF

1 EA

4 RUNS @ 50 FT

630-2-1250 LF

(2) PED (2")

(1) LOOP (2")

(1) SPARE (2")

635-2-14 2 EA

P R O F E S S I O

N A

GIN

EER

WEN

IEL

N o.

F F L

O R

LIC

T H E O

F F

L R E C O R D O

F T

H E E T I S T

H E E

C T R O N

E D

Y S

N E D A

N D S

E A

D U

N D E R R

-2 .0 4, F

.A .C

R C

T-8

C E

LEGEND:

PD - PRESENCE DETECTION

AD - ADVANCE DETECTION

T - THRU, R - RIGHT, L - LEFT

TR - THRU/RIGHT, TL - THRU/LEFT

CHARLES R. BEALL BLVD (US 17/92) AT SAXON BLVD / GATEWAY PARK ACCESS

P R O FES S I

GINEER

NOLA

N B

. V

ILL

ORO

N o.

F F L

O R

LIC

T H E O

F F

L R E C O R D O

F T

H E E T I S T

H E E

C T R O N

E D

Y S

N E D A

N D S

E A

D U

N D E R R

-2 .0 4, F

.A .C

P O

T-9

C E

C R E

E L

E N

H L)

C R E

E H

H T

FINAL

GRADE

EYE BOLT

EYE BOLT D

E N S

E D

E P

(D A)

CONCRETE FOUNDATION

E N S

N (E

WIDTH

CATENARY WIRE

12"

MESSENGER WIRE

INTERNALLY ILLUMINATED

SIGN ASSEMBLY DETAIL

INTERNALLY

ILLUMINATED

SIGN ASSEMBLY

SIGNAL

CABLE

FOR ADDITIONAL

INFORMATION SEE

INDEX 700-050

POLE 3

POLE 4POLE 1

POLE 2

LOCATION PLAN

PROP. SPAN 3-4

EXIST. SPAN 4-1

EXIST. SPAN 1-2

EXIST. SPAN 2-3

BUTT END DIAMETER

(DB)

W O

T-10

P R O F E S S I O

N A

GIN

EER

WEN

IEL

N o.

F F L

O R

LIC

T H E O

F F

L R E C O R D O

F T

H E E T I S T

H E E

C T R O N

E D

Y S

N E D A

N D S

E A

D U

N D E R R

-2 .0 4, F

.A .C

NUMBER

OF POSTS

NUMBER

OF POSTS

NUMBER

OF POSTS

NUMBER

OF POSTS

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACESPACE

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY COPY

SPACE

COPY

SPACE

COPY

SYMBOL(S) X Y WID HTANGLE

SIGN NAME STATION(S)

WIDTH

HEIGHT

PANEL

LEGEND

COLOR

RADII

WIDTH

BORDER

COLOR

NUMBER

SIGNQTY

SIGN

NUMBER

CLEARANCE COLUMN SIZE AVERAGE

LENGTHEdge Of Lane

SYMBOL(S) X Y WID HTANGLE

SIGN NAME STATION(S)

WIDTH

HEIGHT

PANEL

LEGEND

COLOR

RADII

WIDTH

BORDER

COLOR

NUMBER

SIGN

QTY

SIGN

NUMBER

CLEARANCE COLUMN SIZE AVERAGE

LENGTHEdge Of Lane

SYMBOL(S) X Y WID HTANGLE

SIGN NAME STATION(S)

WIDTH

HEIGHT

PANEL

LEGEND

COLOR

RADII

WIDTH

BORDER

COLOR

NUMBER

SIGNQTY

SIGN

NUMBER

CLEARANCE COLUMN SIZE AVERAGE

LENGTHEdge Of Lane

SYMBOL(S) X Y WID HTANGLE

SIGN NAME STATION(S)

WIDTH

HEIGHT

PANEL

LEGEND

COLOR

RADII

WIDTH

BORDER

COLOR

NUMBER

SIGNQTY

SIGN

NUMBER

CLEARANCE COLUMN SIZE AVERAGE

LENGTHEdge Of Lane

___ 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 ____

C E

N G

N O

L-1

C E

P R O F E S S I O

N A

GIN

EER

WEN

IEL

N o.

F F L

O R

LIC

T H E O

F F

L R E C O R D O

F T

H E E T I S T

H E E

C T R O N

E D

Y S

N E D A

N D S

E A

D U

N D E R R

-2 .0 4, F

.A .C

LIGHTING GENERAL NOTES

1. LUMINAIRES ON STANDALONE POLES, LUMINAIRES ON EXISTING POLES, AND THEIR CORRESPONDING LIGHTING

SYSTEMS TO BE INSTALLED AND MAINTAINED BY DUKE ENERGY.

2. LIGHTING SYSTEMS MOUNTED TO A STRAIN POLE ARE TO BE INSTALLED AND MAINTAINED BY VOLUSIA COUNTY.

3. THE LOCATION(S) OF THE UTILITIES SHOWN IN THE PLANS (INCLUDING THOSE DESIGNATED Vv, Vh, AND Vvh) ARE BASED ON LIMITED INVESTIGATION TECHNIQUES AND SHOULD BE CONSIDERED APPROXIMATE ONLY. THE VERIFIED LOCATIONS/ELEVATIONS APPLY ONLY AT THE POINT SHOWN. INTERPOLATIONS BETWEEN THESE POINTS HAVE NOT

BEEN VERIFIED.

4. ALL LOCATIONS WHERE UNDERGROUND UTILITIES ARE CLOSE TO LIGHT POLE FOUNDATIONS, CONTRACTOR SHALL HAND

DIG THE FIRST 48 INCHES OF DEPTH FOR THE POLE FOUNDATION.

5. THE LOCATIONS AND OFFSETS OF THE POLES, CONDUITS, AND PULLBOXES ARE BASED ON INFORMATION KNOWN AT THE TIME OF DESIGN AND MAY BE SHIFTED TO ACCOMMODATE LOCAL CONDITIONS AND EXISTING UTILITY LOCATIONS.

ENGINEER APPROVAL IS REQUIRED FOR POLE ADJUSTMENTS GREATER THAN 5' IN ANY DIRECTION.

SIGNALIZED INTERSECTION (NEW OR RECONSTRUCTION)

FDOT DESIGN MANUAL LIGHTING DESIGN CRITERIA

ILLUMINATION LEVEL AVERAGE FOOT CANDLE

ILLUMINATION UNIFORMITY RATIO (AVG/MIN)

ILLUMINATION UNIFORMITY RATIO (MAX/MIN)

DESIGN WIND SPEED (VOLUSIA COUNTY)

3.0 H.F.C STD. (1.5 MIN)

1.5 V.F.C STD (1.2 MIN)

4 : 1 OR LESS

10 : 1 OR LESS

150 MPH

LIGHTING LEGEND

PROPOSED LUMINAIRE ON STAND ALONE POLE, AMERICAN ELECTRIC LED

AUTOBAHN ATB0, 145 WATT LED LUMINAIRE, TYPE IV DISTRIBUTION, 4000K,

TO BE FURNISHED AND INSTALLED BY DUKE ENERGY

IES FILE NAME: ROADWAY_150W_TYPE IV_4000K_ATB0_P305_R4_4K_2021N

PROPOSED LUMINAIRE ON STAND ALONE POLE, AMERICAN ELECTRIC LED

AUTOBAHN ATB0, 145 WATT LED LUMINAIRE, TYPE III DISTRIBUTION, 4000K,

TO BE FURNISHED AND INSTALLED BY DUKE ENERGY

IES FILE NAME: ROADWAY_150W_TYPE III_4000K_ATB0_P305_R3_4K_2021N

PROPOSED LUMINAIRE ON STRAIN POLE, CURRENT EVOLVE LED ERL2

COBRAHEAD, 140 WATT LED LUMINAIRE, TYPE IV DISTRIBUTION, 4000K, TO

BE FURNISHED AND INSTALLED BY CONTRACTOR AND MAINTAINED BY

VOLUSIA COUNTY

IES FILE NAME: ERL2_19D540____

PROPOSED LUMINAIRE ON EXISTING POLE, AMERICAN ELECTRIC LED

AUTOBAHN ATB0, 145 WATT LED LUMINAIRE, TYPE IV DISTRIBUTION, 4000K,

TO BE FURNISHED AND INSTALLED BY DUKE ENERGY

IES FILE NAME: ROADWAY_150W_TYPE IV_4000K_ATB0_P305_R4_4K_2021N

N G

L-2

C E

P R O F E S S I O

N A

GIN

EER

WEN

IEL

N o.

F F L

O R

LIC

T H E O

F F

L R E C O R D O

F T

H E E T I S T

H E E

C T R O N

E D

Y S

N E D A

N D S

E A

D U

N D E R R

-2 .0 4, F

.A .C

E B

E N

N G

L-3

C E

P R O F E S S I O

N A

GIN

EER

WEN

IEL

N o.

F F L

O R

LIC

T H E O

F F

L R E C O R D O

F T

H E E T I S T

H E E

C T R O N

E D

Y S

N E D A

N D S

E A

D U

N D E R R

-2 .0 4, F

.A .C

EXIST. R/W

SAXON BLVD

GATEWAY PARK

ACCESS/ENTRANCE

S R

B E

L B

D (U S

EXIST. R/W

POLE NO. 05

STA: 05+92.9, OFF: 48.1' LT

TO BE FURNISHED AND

INSTALLED BY DUKE ENERGY

POLE NO. 03

STA: 04+32.0, OFF: 77.5' LT

TO BE FURNISHED AND

INSTALLED BY DUKE ENERGY

POLE NO. 01

STA: 03+81.2, OFF: 64.1' RT

TO BE FURNISHED AND

INSTALLED BY DUKE ENERGY

POLE NO. EX-01

DUKE ENERGY TO REPLACE LUMINAIRE

AND ARM ON EXIST. WOOD POLE

POLE NO. 04

STA: 04+43.4, OFF: 65.1' RT

TO BE FURNISHED AND

INSTALLED BY DUKE ENERGY

POLE NO. SP-01

LUMINAIRE AND BRACKET ARM TO BE

INSTALLED ON STRAIN POLE BY CONTRACTOR.

POLE NO. 02

STA: 04+23.7, OFF: 56.9' LT

TO BE FURNISHED AND

INSTALLED BY DUKE ENERGY

NORTH

NOTES:

1. LUMINAIRE, BRACKET ARM, AND ALL OTHER NECESSARY LIGHTING

INFRASTRUCTURE, FOR THE STRAIN POLE MOUNTED LUMINAIRE TO BE

FURNISHED AND INSTALLED BY CONTRACTOR.

2. PROPOSED DUKE ENERGY POLES AND LUMINAIRES ARE SHOWN FOR

REFERENCE ONLY. DUKE ENERGY TO FURNISH AND INSTALL POLES,

LUMINAIRES, AND ALL OTHER NECESSARY LIGHTING INFRASTRUCTURE.

630-2-1215 LF

635-2-141 EA

1 RUN @ 15 FT

(1) LIGHTING (2")

CONTRACTOR TO UTILIZE DIRECTIONAL BORE

(PAID FOR IN SIGNALIZATION PLAN) TO INSTALL

LIGHTING ELECTRICAL INFRASTRUCTURE FOR

STRAIN POLE MOUNTED LUMINAIRE.

CONTRACTOR TO UTILIZE OPEN TRENCH (PAID

FOR IN SIGNALIZATION PLAN) TO INSTALL

LIGHTING ELECTRICAL INFRASTRUCTURE FOR

STRAIN POLE MOUNTED LUMINAIRE.

715-5-311 EA

PROPOSED EASEMENT TO BE COORDINATED

WITH THE CITY OF DEBARY AND DUKE ENERGY

Sheets and Views

T1.0 - KEY SHEET - C0.0

T2.0 - SIGNATURE SHEET - T2.0

T3.0 - TABULATION OF QUANTITIES - T3.0

T4.0 - GENERAL NOTES - T4.0

T4.0 - GENERAL NOTES - T5.0

T6.0 - PROJECT LAYOUT - T5.0

T7.0 - SIGNAL PLAN - T5.0

T10.0 - DETECTOR CHART - C4.0

T8.0 - STRAIN POLE SCHEDULE - C4.0

T9.0 - GUIDESIGN WORKSHEET - T4.0

L1.0 - LIGHTING PLAN - LIGHTING GENERAL NOTES

L1.0 - LIGHTING PLAN - POLE DATA TABLE

L1.0 - LIGHTING PLAN - LIGHTING PLAN

	2025-04-17T12:49:55-0400
Wendy J Krehbiel

	2025-04-18T13:36:37-0400
Nolan B Villatoro

File details come from the government source that posted it. Updated Nov 2, 2026.