IFB_Traffic Signal Improvements Design FY26 Victory Way Buena Vista Drive.pdf

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License No. 96760

Professional Engineer

State of Florida

Michael Alexander He

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Lake Buena Vista, Florida

Central Florida Tourism Oversight District

DESCRIPTION

INDEX OF DRAWINGS

SHEET NO.

DETOUR PLAN

REPORT OF CORE BORINGS

STANDARD MAST ARM ASSEMBLIES DATA TABLE

MAST ARM TABULATION SHEET

DIRECTIONAL BORE DETAILS

SIGNAL PLAN SHEET

PROJECT LAYOUT

GENERAL NOTES & SUMMARY OF PAY ITEMS

SIGNATURE SHEET

TITLE AND INDEX OF DRAWINGS

T-17 - T-20

T-15 - T-16

T-14

T-13

T-9 - T-12

T-7 - T-8

T-6

T-3 - T-5

T-2

T-1

BUENA VISTA DR & RIVIERA RESORT

VICTORY WAY & POP CENTURY DR

TRAFFIC SIGNAL IMPROVEMENTS DESIGN FY26

ISSUED FOR BID

VICINITY MAP

N.T.S.

EPCOT

STUDIOS

HOLLYWOOD

KINGDOM

ANIMAL

DISNEY'S

LOCATIONS

PROJECT

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T-1

AUGUST, 2026

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License No. 96760

Professional Engineer

State of Florida

Michael Alexander He

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

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

ELECTRONIC COPIES.

SIGNATURE MUST BE VERIFIED ON ANY

ON THE DATE ADJACENT TO THE SEAL.

SIGNED AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY

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

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

STANDARD MAST ARM ASSEMBLIES DATA TABLET-14

SIGNATURE SHEETT-2

MAST ARM TABULATION SHEET T-13

DIRECTIONAL BORE DETAILST-9 - T-12

SIGNAL PLAN SHEETT-7 - T-8

PROJECT LAYOUTT-6

GENERAL NOTES & SUMMARY OF PAY ITEMST-3 - T-5

SIGNATURE SHEETT-2

TITLE AND INDEX OF DRAWINGST-1

MICHAEL ALEXANDER HE, P.E. NO. 96760

LAKE MARY, FLORIDA 32746

200 COLONIAL CENTER PKWY, SUITE 200

HNTB CORPORATION

STATE OF

No 92735

STATE OF

No 96760

ESNECIL

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REDNAXELA LEA

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MICHAEL EDWARD SWERIDUK, P.E. NO. 92735

LAKE MARY, FLORIDA 32746

200 COLONIAL CENTER PKWY, SUITE 200

HNTB CORPORATION

ELECTRONIC COPIES.

SIGNATURE MUST BE VERIFIED ON ANY

ON THE DATE ADJACENT TO THE SEAL.

SIGNED AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY

STATE OF

No 69161

ESNECIL N

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

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

DETOUR PLANT-17 - T-20

SIGNATURE SHEETT-2

MICHELLE T. HARRISON, P.E. NO. 69161

LAKE MARY, FLORIDA 32746

200 COLONIAL CENTER PKWY, SUITE 200

HNTB CORPORATION

ELECTRONIC COPIES.

SIGNATURE MUST BE VERIFIED ON ANY

ON THE DATE ADJACENT TO THE SEAL.

SIGNED AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY

STATE OF

No 56112

ESNECIL D

UOBBA .A AHPATS

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ELECTRONIC COPIES.

SIGNATURE MUST BE VERIFIED ON ANY

ON THE DATE ADJACENT TO THE SEAL.

SIGNED AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY

MUSTAPHA A. ABBOUD, P.E. NO. 56112

ORLANDO, FL 32839

1748 33RD STREET

INTERTEK PSI, INC.

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

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

REPORT OF CORE BORINGST-15 - T-16

SIGNATURE SHEETT-2

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SHEET NO. SHEET DESCRIPTION SHEET NO. SHEET DESCRIPTION

SHEET NO. SHEET DESCRIPTION

SHEET NO. SHEET DESCRIPTION

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License No. 96760

Professional Engineer

State of Florida

Michael Alexander He

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T-3

BOXES, ELECTRICAL SIGNS, AND POLE JUNCTIONS.

CIRCULAR DRIP LOOPS (MINIMUM ONE CIRCLE) ARE TO BE PROVIDED AT ALL ENTRY POINTS, INTERCONNECT JUNCTION 15.

BOTTOM OF THE ASSEMBLY TO THE ROAD.

ALL SIGNAL ASSEMBLIES SHALL HAVE A VERTICAL CLEARANCE OF 17.5 FEET MINIMUM AND 19 FEET MAXIMUM FROM THE 14.

HEADS.

ON ALL SIGNALS. PAYMENT FOR TUNNEL VISORS AND BACKPLATES SHALL BE INCLUDED IN THE PRICE OF THE SIGNAL

SIGNAL HEADS SHALL BE BLACK ALUMINUM. TUNNEL VISORS AND YELLOW REFLECTORIZED BACKPLATES SHALL BE USED

NO POLYCARBONATE HOUSING OR MOUNTING HARDWARE WILL BE PERMITTED FOR VEHICULAR HEAD ASSEMBLIES. ALL 13.

TENSION UNIT IS NOT EXCEEDED.

EXTERIOR COVERING OF THE CABLE. A WINCH WITH A SLIP CLUTCH SHALL BE USED TO ENSURE THAT THE ALLOWABLE

ALL CABLES SHALL BE PULLED IN THE CONDUIT WITH A CABLE GRIP DESIGNED TO PROVIDE A FIRM HOLD ON THE 12.

PULL BOXES SHALL BE PLACED AT LEAST 4 FEET BEHIND CURB AND GUTTER.11.

COORDINATE WITH CFTOD TO DETERMINE APPROPRIATE LABEL ACCORDING TO LOCATION.

PULL BOXES AND COVERS SHALL BE NON-METALLIC CONSTRUCTION WITH RECESSED COVER LOGO. CONTRACTOR TO 10.

OPTIC CABLE IF REQUIRED.

SIGNS, VIDEO DETECTION/CCTV, GROUND & SPARE. AN ADDITIONAL RUN OF CONDUIT SHALL BE INSTALLED FOR FIBER

OF CONDUIT SHALL BE INSTALLED PER LEG OF A SIGNALIZED INTERSECTION. ONE RUN EACH FOR SIGNAL, PEDESTRIAN, THREE RUNS OF CONDUIT SHALL BE PROVIDED FROM EACH PULL BOX NEAREST TO THE POLE. A MINIMUM OF SIX RUNS 9.

COMPLETED.

ALL ENDS OF CONDUITS IN PULL BOXES AND CABINETS SHALL BE SEALED WITH ELECTRICAL PUTTY, AFTER WIRING IS 8.

WITH AN APPROPRIATE ETCHED "X" IN ORDER THAT IT MAY BE READILY LOCATED FOR FUTURE USE.

COMPLETED WITH SWEEP UP INTO THE POLE. THE FOOTING, TOP OF SIDEWALK, SIDE OF POLE, ETC. SHALL BE MARKED

THE CONTRACTOR SHALL INSTALL A MINIMUM OF 12 INCHES CONDUIT STUB WITH CAP OUTSIDE THE POLE FOOTING 7.

ELECTRICAL POWER SERVICE DUCT.

ALL CONDUIT SHALL BE SCHEDULE 40, 2 INCH DIAMETER MINIMUM UNLESS OTHERWISE SPECIFIED IN PLANS, EXCEPT 6.

LANE AND CURB, THE CONTRACTOR MAY UTILIZE AN OPEN-TRENCH CONDUIT RUN IF RESULTS IN EASIER INSTALLATION.

ALL DRILLED CONDUITS ARE TO BE A MINIMUM OF 5 FEET BELOW PAVEMENT OR CURB. BEYOND OF THE OUTER TRAVEL 5.

AVOID ANY POSSIBLE CONFLICTS WITH UNDERGROUND UTILITIES.

AS DIRECTED BY THE PROJECT ENGINEER, THE CONTRACTOR SHALL ADJUST CONDUIT VERTICALLY & HORIZONTALLY TO 4.

ORDERING AND INSTALLATION.

SUPPORT THEIR WEIGHT. SHOP DRAWINGS ARE REQUIRED TO BE APPROVED FOR SIGNS AND STRUCTURES PRIOR TO

SHALL BE CONTROLLED BY ONE MASTER PHOTOCELL. SIGNS ARE TO BE IN SUPPORT ARMS AND BRACKETS DESIGNED TO

BEFORE FINAL ACCEPTANCE. THE SIGNS SHALL BE RUN THROUGH A SEPARATE BREAKER FROM THE SIGNAL CABINET AND

THE CONTRACTOR SHALL INSTALL AND TEST THE SIGNS IN PLACE. THE SIGNS SHALL BE BURNED IN FOR 60 DAYS 3.

PRODUCT INFORMATION SHALL BE SUBMITTED TO CFTOD FOR APPROVAL BEFORE ORDERING AND INSTALLATION.

ALL TRAFFIC SIGNAL HEAD INDICATIONS AND OVERHEAD INTERNALLY ILLUMINATED STREET NAME SIGNS SHALL BE LED. 2.

INSTALLATION AND ACTIVATION.

SPECIFICATIONS AND RED LINES FOR APPROVAL. CONTRACTOR SHALL NOTIFY CFTOD 48 HOURS PRIOR TO DETECTION

THE VIDEO DETECTION MANUFACTURER SHALL BE CONSULTED FOR PLACEMENT. CONTRACTOR SHALL SUBMIT DETECTION 1.

FREQUENCIES AND DEVICES SHALL BE APPROVED BY CFTOD.

APPROACHES AND MOVEMENTS OF THE INTERSECTION. SYSTEM SHALL BE COMPATIBLE WITH EXISTING ENCODED

OPTICOM SYSTEM SHALL INCLUDE GPS, INFRARED, AND GTT CLOUD EMERGENCY PREEMPTION SYSTEM FOR ALL 8.

AND MATERIALS SHALL BE APPROVED BY CFTOD.

DATA AGGREGATOR / TRAVEL TIME READER - TO INCLUDE DEVICE, CABLING, MOUNTING HARDWARE, AND LABOR. LOCATION 7.

MANAGED FIELD ETHERNET SWITCH - MATERIALS SHALL BE APPROVED BY CFTOD.6.

THE MOUNTING OR ATTACHMENT OF THE ELECTRICAL SERVICE TO THE TRAFFIC SIGNAL CABINET SHALL BE PROHIBITED.5.

THREE SPARE WIRES ARE REQUIRED PER SIGNAL CABLE. SPARE WIRE SHALL BE BOUND AND GROUNDED IN CABINET.4.

APPROVAL WITH THE OTHER EQUIPMENT SUBMITTALS REQUIRED FOR THIS PROJECT.

TAGS THAT ARE SECURELY ATTACHED TO EACH CABLE. THE TAGGING SYSTEM PROPOSED SHALL BE SUBMITTED FOR

ALL FIELD WIRING SHALL BE NEATLY BUNDLED AND CLEARLY IDENTIFIED WITH PERMANENT, LEGIBLE, WEATHERPROOF 3.

NEUTRAL".

THE TRAFFIC CONTROLLER CABINET SHALL BE TS-2 TYPE 1 SIZE 6 AND SHALL MATCH THE MAST ARM COLOR "MIDNIGHT 2.

FINISHED GRADE.

THE CONTROLLER BASE AND SERVICE PAD SHALL BE MONOLITHIC CONCRETE POUR WITH 4 INCHES MINIMUM ABOVE 1.

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

TROUBLESHOOTING.

SUPPORTED BY THE CABLE CLAMP SUCH THAT THE TERMINAL CAN BE REMOVED FROM THE UPRIGHT TO ALLOW FOR

SIX FEET OF ADDITIONAL SIGNAL CABLE SLACK SHALL BE WOUND AND NEATLY STORED INSIDE THE UPRIGHT AND 2.

COMPARTMENT SHALL BE USED IN MAST ARM POLE.

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

MAST ARMS:

TRAFFIC CONTROLLER:

DETECTION ZONES, SIGNAL HEADS, CONDUITS, PULL BOXES & STREET NAME SIGNS:

THE MOT PAY ITEM. LOCATIONS AND VERBIAGE ARE TO BE APPROVED BY CFTOD.

ALL APPROACHES OF THE SIGNAL. SIGNS SHALL BE FURNISHED BY CONTRACTOR. COST OF SIGN(S) SHALL BE INCLUDED IN

CHANGEABLE MESSAGE SIGNS SHALL BE INSTALLED 10 DAYS IN ADVANCE OF ACTIVATION. SIGNS SHALL BE INSTALLED AT 21.

SITE.

CONSTRUCTION. TO DIRECTLY DISCHARGE WATER, SILT MUST BE ADEQUATELY REMOVED PRIOR TO RUNNING OFF FROM THE

FOR DEWATERING, TESTING, AND OBTAINING ANY PERMITS ASSOCIATED WITH DEWATERING ACTIVITIES DURING

CFTOD PLANNING & ENGINEERING PRIOR TO STARTING ANY DEWATERING ACTIVITY. THE CONTRACTOR SHALL BE RESPONSIBLE

IF DURING CONSTRUCTION DEWATERING BECOMES NECESSARY, THE CONTRACTOR SHALL OBTAIN A DEWATERING PERMIT FROM 20.

CONSTRUCTION SCHEDULE.

CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES TO DETERMINE ANY HOLIDAY WORK BLACKOUTS DURING 19.

PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.

THE CONTRACTOR SHALL NOTIFY CFTOD COMPLIANCE PERSONNEL OF THE PROJECT PRE-CONSTRUCTION MEETING 72 HOURS 18.

FY 2026-27.

ACCORDANCE WITH THE 2023 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND THE TRANSPORTATION STANDARD PLANS

THE CONTRACTOR SHALL FURNISH, ERECT, AND MAINTAIN ALL NECESSARY TRAFFIC CONTROL AND SAFETY DEVICES IN 17.

INSTALLATION AND MAST ARM FABRICATION.

THE CONTRACTOR SHALL VERIFY TOP OF FOUNDATION ELEVATIONS AND CROWN ELEVATIONS BEFORE FOUNDATION 16.

UTILITIES SHALL REMAIN IN PLACE UNLESS OTHERWISE NOTED.

CONSIDERED APPROXIMATE ONLY. THE EXACT LOCATION SHALL BE DETERMINED BY THE CONTRACTOR DURING CONSTRUCTION.

THE LOCATION OF THE UTILITIES SHOWN IN THE PLANS IS BASED ON LIMITED INVESTIGATION TECHNIQUES AND SHOULD BE 15.

RODS, UNDERGROUND CONDUIT, MAST ARM FOUNDATIONS OR SETTING POLES SO THAT THESE OPERATIONS MAY BE OBSERVED.

THE CONTRACTOR SHALL NOTIFY CFTOD (407-828-2250) AT LEAST TWO BUSINESS DAYS IN ADVANCE OF INSTALLING GROUND 14.

HOURS RESPONSE TIME.

THE CONTRACTOR SHALL HAVE AN IMSA LEVEL II OR III CERTIFIED SIGNAL TECHNICIAN ON CALL WITHIN A MAXIMUM OF TWO 13.

ENGINEER PRIOR TO INSTALLATION. EQUIPMENT SHALL ONLY DETECT THE INTENDED MOVEMENT.

EACH MOVEMENT WHICH PREVIOUSLY HAD DETECTION. THE TYPE OF DETECTOR SHALL BE APPROVED BY THE CFTOD

DISRUPTED, PROVIDE AN ALTERNATIVE MEANS OF DETECTION TO ALL LANES APPROACHING THE INTERSECTION, SEPARATING

THE CONTRACTOR SHALL MAINTAIN VEHICLE DETECTION AT ALL TIMES. IN THE EVENT PERMANENT VEHICLE DETECTION IS 12.

THE CONTRACTOR SHALL MAINTAIN THE TEMPORARY TRAFFIC SIGNALS THROUGHOUT THE PROJECT DURATION. 11.

ACTIVATIONS ARE TO BE SCHEDULED TO AVOID BUSY PERIODS AND HOLIDAYS.

BE CONTACTED TEN DAYS BEFORE THE INSPECTION SO THEY MAY BE PRESENT. SIGNIFICANT CHANGES, TRANSFER, OR

ENGINEER AND CFTOD AT LEAST TEN DAYS IN ADVANCE OF TRANSFER OR ACTIVATION. THE MAINTAINING AGENCY SHALL ALSO

IN ACCORDANCE WITH FDOT SPECIFICATION 611-2.2 AND THE CFTOD TRAFFIC SIGNAL INSPECTION CHECKLIST WITH THE

SPECIFICATION 105-8.11 AND CFTOD STANDARDS. THE CONTRACTOR SHALL COORDINATE THE FINAL ACCEPTANCE INSPECTION

THE CONTRACTOR IS REQUIRED TO INSPECT THE INSTALLATION OF THE TRAFFIC SIGNALS IN ACCORDANCE WITH FDOT 10.

THEM. WIRING DIAGRAMS SHALL BE IN ACCORDANCE WITH CFTOD SPECIFICATIONS.

THE CONTRACTOR SHALL VERIFY COLOR CODES FOR BOTH SIGNAL AND INTERCONNECT CABLE WITH CFTOD BEFORE ORDERING 9.

ARE NO UTILITY CONFLICTS.

THE CONTRACTOR SHALL HAND DIG THE FIRST FOUR (4) FEET AT EACH POLE AND PEDESTAL LOCATION TO VERIFY THERE 8.

PROPOSALS IN ACCORDANCE WITH SECTION 2-4 OF THE FDOT SPECIFICATIONS.

TRENCHING. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE JOB SITE CONDITIONS BEFORE SUBMITTING BID

NOTE THAT NO TEST BORINGS WERE MADE WHERE CONDUIT RUNS ARE TO BE INSTALLED BY DIRECTIONAL BORE OR 7.

CONDUIT BORE LOGS, ITEM QUANTITIES, PULL BOXES, POLE LOCATIONS AND SIGNAL HEIGHTS.

OF AS-BUILT PLANS. ONE SET SHALL BE LEFT IN THE CABINET. AS-BUILTS ARE TO INCLUDE SHAPE AND CAD FILES OF ALL

AT THE TIME OF FINAL PROJECT INSPECTION, THE CONTRACTOR SHALL FURNISH TO THE INSPECTOR THREE COMPLETE SETS 6.

PROPER DELINEATION AND ADVANCED WARNING SHALL BE USED WITH THE APPROVAL OF THE ENGINEER.

CLEAR RECOVERY ZONE OF THE ROADWAY CARRYING TRAFFIC. IF THE ABOVE IS NOT POSSIBLE, A STORAGE AREA WITH

DURING NON-WORKING HOURS, NO EQUIPMENT, VEHICLES OR MATERIALS SHALL BE PARKED OR STORED OUTSIDE OF THE 5.

AN OFF-DUTY LAW ENFORCEMENT OFFICER SHALL BE INCIDENTAL TO THE WORK AND WILL NOT BE PAID SEPARATELY.

SIGNALS) WHERE A LANE IS CLOSED AN OFF-DUTY LAW ENFORCEMENT OFFICER SHALL DIRECT THE TRAFFIC. THE COST OF

EXISTING SIGNAL EQUIPMENT, INSTALLING NEW SIGNAL EQUIPMENT, INSTALLING LOOPS AND RUNS, AND TURNING ON NEW

WHENEVER SIGNAL WORK IS BEING PERFORMED AT AN INTERSECTION (INSTALLING CONDUIT IN THE STREET, REMOVING 4.

NOTIFY THE ENGINEER IMMEDIATELY AND PRIOR TO ANY FURTHER WORK ACTIVITY.

PREVENT THE APPLICATION OR THE PROGRESSION OF ANY WORK SPECIFIED IN THESE PLANS, THE CONTRACTOR SHALL

THESE PLANS REFLECT CONDITIONS KNOWN DURING PLAN DEVELOPMENT. IN THE EVENT ACTUAL PHYSICAL CONDITIONS 3.

Lake Buena Vista, FL 32830

Buena Vista Dr, Suite A1920

Planning & Engineering Division

Max Elliott, P.E. (407) 848-8124

CENTRAL FLORIDA TOURISM OVERSIGHT DISTRICT (CFTOD)

LIMITS. CONTRACTOR TO NOTIFY THE MAINTAINING AGENCY 15 BUSINESS DAYS PRIOR TO BEGINNING THE CONSTRUCTION.

DISTRICT (CFTOD) SHALL BE THE MAINTAINING AGENCY FOR SIGNALIZATION AND INTERCONNECT PLANS WITHIN THE PROJECT

POLES AND MAST ARMS, WHICH SHALL BE DISPOSED OF BY THE CONTRACTOR. CENTRAL FLORIDA TOURISM OVERSIGHT

AND ABOVE GROUND DETECTION EQUIPMENT, SHALL BE TURNED OVER TO THE MAINTAINING AGENCY, EXCEPT CONCRETE

UNLESS OTHERWISE NOTED, ALL REMOVED EQUIPMENT, INCLUDING THE TRAFFIC CONTROLLER CABINET, CABINET EQUIPMENT, 2.

IN THE SPECIAL PROVISIONS FOR THIS PROJECT.

TRANSPORTATION SPECIFICATIONS, DATED FY 2026-27 AND SUPPLEMENTS THERETO UNLESS OTHERWISE NOTED HEREIN OR

STANDARD PLANS, DATED FY 2026-27. GOVERNING SPECIFICATIONS ARE THE STATE OF FLORIDA, DEPARTMENT OF

THE SIGNALIZATION PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION'S 1.

SIGNAL GENERAL NOTES:

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License No. 96760

Professional Engineer

State of Florida

Michael Alexander He

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T-4

MAST ARMS (CONT'D):

COLOR CODE BEFORE FABRICATION.

AND A FINISH COAT OF CARBOLINE CARBOTHANE 134 HG. CONTRACTOR SHALL COORDINATE WITH CFTOD TO CONFIRM THE

THREE COAT PROCESS OF PRIMER OF CARBOLINE CARBOZINC 11, AN INTERMEDIATE COAT OF CARBOLINE CARBOZINC 893, THE MAST ARM AND PEDESTRIAN POLE COLOR SHALL BE MIDNIGHT NEUTRAL. MAST ARMS SHALL BE PAINTED WITH 7.

PREVENT THE ANCHOR BOLTS FROM BEING SUBMERGED IN WATER AND/OR BURIED.

THE TOP OF THE TRAFFIC SIGNAL MAST ARM FOUNDATION SHOULD BE AT LEAST 6 INCHES ABOVE GROUND LEVEL TO 6.

ARM ORIENTATION PRIOR TO THE PRE-DRILL SHAFT MEETING.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING APPROVED SHOP DRAWINGS SHOWING THE BOLT PATTERN AND 5.

CFTOD ONE MONTH PRIOR TO COMPLETION OF PROJECT TO SCHEDULE AN INSPECTION.

FOR STRUCTURES THAT HAVE BEEN COMPLETED AND SCHEDULE FOR ACCEPTANCE, THE CONTRACTOR SHALL CONTACT 4.

PAY ITEM NOTES:

CONTRACTOR TO REMOVE TREES AND BRANCHES CONFLICTING WITH MAST ARMS AS PART OF 110-1-1.2.

BIDDING.

CONTRACTOR TO REQUEST A COPY OF THE DISTRICT TRAFFIC SIGNAL EQUIPMENT STANDARDS FROM CFTOD PRIOR TO 1.

EROSION CONTROL NOTES:

THE ROADS OR WHENEVER DIRECTED TO SWEEP THE ROADS BY THE CONSTRUCTION MANAGER.

THE ROADWAY ON A DAILY BASIS WHENEVER ITS CONSTRUCTION TRAFFIC CAUSES DIRT OR DEBRIS TO BE DEPOSITED ON

THE CONTRACTOR SHALL MAINTAIN A POWER BROOM ON SITE AT ALL TIMES THROUGHOUT THE CONTRACT TIME AND SWEEP 15.

STORMWATER POLLUTION PREVENTION PLANS.

THE IMPLEMENTATION OF GOOD HOUSEKEEPING PRACTICES AS DESCRIBED IN THESE CONTRACT DOCUMENTS WITHIN THE

THE CONTRACTOR WILL BE REQUIRED TO MAINTAIN AT ALL TIMES, A CLEAR, ORDERLY CONSTRUCTION SITE AND ENSURE 14.

CONCLUSION OF ITS WORK WHEN AUTHORIZED.

BY A DEDICATED CREW. THE CONTRACTOR SHALL REMOVE ALL EROSION AND SEDIMENT CONTROL SYSTEMS AT THE

INSPECTIONS REQUIRED BY THE FDEP. THE OWNER REQUIRES MORE STRINGENT DAILY INSPECTIONS AND MAINTENANCE

ACKNOWLEDGES THAT DAILY INSPECTIONS AND MAINTENANCE REQUIREMENTS ARE MORE STRINGENT THAN THE PERIODIC

INSPECT AND MAINTAIN THE EROSION CONTROL AND WETLAND PROTECTION SYSTEMS ON A DAILY BASIS. THE CONTRACTOR

THE CONTRACTOR SHALL PROVIDE A QUALIFIED AND DEDICATED EROSION AND SEDIMENTATION CONTROL TEAM TO 13.

PERMIT AUTHORIZATION LETTER FROM THE EPA AND FULLY COMPLY WITH ALL RECORD KEEPING REQUIREMENTS.

THE CONTRACTOR SHALL PREPARE AND SUBMIT THE NOI AND THE FDEP AND PAY ALL FILING FEES AND SECURE A 12.

CONTROL DEVICES.

CONTRACTOR SHALL SIGN AND CERTIFY THE SWPPP AS THE OPERATOR AND IMPLEMENT THE STRUCTURAL EROSION

MODIFICATIONS AND REFINEMENTS TO THE PLAN REQUESTED BY CFTOD PLANNING AND ENGINEERING, THEN THE

COMPLETE SWPPP TO CFTOD PLANNING AND ENGINEERING FOR REVIEW AND THE CONTRACTOR SHALL MAKE ALL

THE CONTRACTOR SHALL PREPARE THE STORMWATER POLLUTION PREVENTION PLANS. THE CONTRACTOR SHALL SUBMIT A 11.

CERTIFIES THAT THE PUNCH LIST IS COMPLETE.

EROSION PROTECTION DEVICES. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL SYSTEMS UNTIL THE OWNER

RECEIVING WATERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING AND/OR REPLACING ALL DAMAGE TO THE

PILING, OR OTHER APPROVED DEVICES REQUIRED TO PREVENT EROSION AND TO PROTECT THE STORMWATER SYSTEM AND

AND WETLAND PROTECTION SYSTEMS, SUCH AS SILT FENCES, TEMPORARY RETENTION BASINS, SILT SANDBAGS, SHEET

THE CONTRACTOR SHALL DESIGN, FURNISH, INSTALL AND MAINTAIN, AT ITS EXPENSE, ALL NECESSARY EROSION CONTROL 10.

EROSION, AND TURBIDITY CONTROL MEASURES SHALL BE IN WORKING CONDITION AT THE END OF EACH WORKDAY.

AND EROSION CONTROL EFFORTS. ANY NECESSARY REMEDIES SHALL BE PERFORMED WITHOUT DELAY. ALL SEDIMENT, DAILY INSPECTIONS SHALL BE MADE BY THE GENERAL CONTRACTOR TO DETERMINE THE EFFECTIVENESS OF SEDIMENT 9.

HAY BALES ARE NOT ALLOWED AS AN EROSION CONTROL DEVICE WITHIN THE DISTRICT.8.

WATER STRUCTURES, AND OTHER COMPARABLE DEVICES.

MATERIALS. MATERIALS COMMONLY APPROVED BY THE DISTRICT ARE SHEET PILES, PORTABLE COFFERDAMS, INFLATABLE

STREAMS, CANALS, OR ACTIVE WATER BODIES. DITCH BLOCKS OR DAMS MUST BE COMPOSED OF NON ERODIBLE

THE DISTRICT DOES NOT ALLOW EARTHEN DITCH BLOCKS OR DAMS OR OTHER ERODIBLE MATERIAL TO BE PLACED IN LIVE 7.

COMPLIANCE PERSONNEL. ANY DEVIATION FROM THIS PROCEDURE MAY RESULT IN AN IMMEDIATE WORK STOPPAGE.

PREVENTION MEASURES MAY BE DONE ONLY AFTER AUTHORIZATION IS OBTAINED FROM THE DISTRICT'S DESIGNATED

COMPLIANCE PERSONNEL PRIOR TO ANY CONSTRUCTION ACTIVITIES. REMOVAL OF THESE SAME EROSION CONTROLS AND

ALL EROSION PREVENTION AND CONTROL MEASURES MUST BE INSPECTED AND APPROVED BY THE DISTRICT'S DESIGNATED 6.

REVIEWED AND APPROVED BY THE DISTRICT DESIGNATED COMPLIANCE PERSONNEL PRIOR TO PLACEMENT.

CONSTRUCTION SITE WILL BE REQUIRED. ALL ALTERNATE EROSION PREVENTION AND CONTROL DEVICES MUST BE

BE EFFECTIVE, ALTERNATIVE METHODS FOR MAINTAINING STATE WATER QUALITY STANDARDS FOR DISCHARGE FROM THE

IN THE EVENT THAT EROSION PREVENTION AND CONTROL DEVICES SHOWN IN THE EROSION CONTROL PLAN PROVE NOT TO 5.

REGULATIONS AND THE FLORIDA STORMWATER, EROSION, AND SEDIMENTATION CONTROL INSPECTION HANDBOOK.

ALL EROSION AND SEDIMENT CONTROL PRACTICES MUST BE IN ACCORDANCE WITH THE DISTRICT'S LAND DEVELOPMENT 4.

FEDERAL LAW, SHALL BE IMPLEMENTED.

CONTROL MEASURE BEYOND THAT SPECIFIED IN THE PLAN, THAT IS REQUIRED TO COMPLY WITH LOCAL, STATE, AND

THE MEASURES SET FORTH IN THE EROSION CONTROL PLAN ARE INTENDED AS THE MINIMUM STANDARDS. ANY EROSION 3.

PRIOR TO COMMENCEMENT OF CONSTRUCTION.

CONTRACTOR SHALL NOTIFY THE DISTRICT'S COMPLIANCE PERSONNEL OF THE PROJECT PRE-CONSTRUCTION MEETING 2.

CONTRACTOR FROM MEETING ALL LOCAL, STATE, AND FEDERAL DISCHARGE STANDARDS.

WITH PROJECT CONSTRUCTION. APPROVAL OF THE PROPOSED PLAN BY THE DISTRICT DOES NOT RELIEVE THE GENERAL

FLORIDA TOURISM OVERSIGHT DISTRICT (CFTOD OR "DISTRICT") PRIOR TO SUBMITTING TO FDEP AND BEFORE PROCEEDING

WRITTEN APPROVAL OF THE EROSION CONTROL PLAN, NOI AND NARRATIVE SWPPP MUST BE RECEIVED FROM THE CENTRAL 1.

MAY BE REQUIRED, SHALL BE PAID FOR THE CONTRACTOR.

CONTAMINATED DUE TO THE CONTRACTOR'S ACTIONS OR INACTION, THE COST TO FLOCCULATE, OR CLEAN BY ANY MEANS AS

THAT SHOULD ANY OF THE OWNER'S PONDS, LAKES, CANALS, OR THOSE ADJACENT OF THE LANDOWNER'S, BECOME

MONITORED AND COMPLIANCE WITH ENVIRONMENTAL STANDARDS IS RIGIDLY ENFORCED. THE CONTRACTOR IS ADVISED

THE WATER QUALITY WITHIN THE VARIOUS BODIES OF WATER LOCATED ON THE OWNER'S PROPERTY IS REGULARLY 17.

CONTRACTOR SHALL UTILIZE LINED TRUCKS TO HAUL MUCK OR SATURATED SOILS OFF SITE.16.

EROSION CONTROL NOTES (CONT'D):

UTILITY NOTES:

CONSTRUCTION:

THE CONTRACTOR SHALL UTILIZE THE FOLLOWING STEPS TO SECURE UTILITY LOCATES AT LEAST 72 HOURS PRIOR TO 5.

TO ANY EXCAVATION.

ANY UTILITY ADJUSTMENT REQUIRED. UTILITY COMPANIES SHALL BE NOTIFIED A MINIMUM OF THREE WORKING DAYS PRIOR

CONTRACTOR IS TO COORDINATE FULLY WITH UTILITY COMPANIES ON EXACT LOCATION OF UNDERGROUND UTILITIES AND

APPROXIMATE ONLY. THE EXACT LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR DURING CONSTRUCTION.

ELECTRICAL PERMITS, OR OTHER PERMITS AS APPLICABLE. THE LOCATION OF UTILITIES SHOWN IN THE PLANS ARE

CONTRACTOR TO COORDINATE WITH UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION ACTIVITIES FOR DIG PERMIT, 4.

ALL SURVEY AND PUBLIC LAND CORNERS WITHIN THE LIMITS OF CONSTRUCTION SHALL BE PROTECTED AT ALL TIMES.3.

FOR STANDARD DETAILS NOT SHOWN IN PLANS, SEE FDOT STANDARD PLANS AND INDEX DRAWING DATED FY 2026-27.2.

ALL MATERIALS, CONSTRUCTION METHODS, AND TESTING SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIFICATION.1.

SERVICES CONTROL ROOM AT 407-824-4185.

AFTER 4:00 PM AND WEEKENDS, EMERGENCY LOCATES WILL STILL BE PROCESSED THROUGH THE CFTOD ENERGY -

6540, OR IN PERSON AT THE EPCOT CENTRAL ENERGY PLAN LOCATED AT EPCOT CENTER.

, VIA FAX TO 407-560-WDW.RCES.UTILITY.LOCATES@DISNEY.COMSERVICES. THE SUBMITTAL MAY BE MADE VIA EMAIL TO

THE MAP ALONG WITH THE SUNSHINE TICKET NUMBER MUST BE SUBMITTED BY THE CONTRACTOR TO CFTOD ENERGY -

SUNSHINE TICKET NUMBER ON THE MAP.

THE CONTRACTOR SHALL PREPARE A MAP SHOWING THE AREA IN WHICH UTILITIES ARE TO BE LOCATED AND WITH THE -

RETAINED.

AFTER COMPLETING THE SUBMISSION PROCESS, THE CONTRACTOR WILL BE GIVEN A TICKET NUMBER THAT MUST BE -

HTTP://WWW.SUNSHINE811.COM/ TO SUBMIT A TICKET.

THE CONTRACTOR SHALL CONTACT SUNSHINE 811 BY CALLING 811 (800-432-4770) OR VISITING -

UTILITY CONTACTS ARE AS FOLLOWS:6.

WITH OVERHEAD OR UNDERGROUND UTILITIES, INCLUDING POLE SETTING OPERATIONS WHERE A CONFLICT IS EXPECTED.

THE CONTRACTOR SHALL NOTIFY ALL UTILITIES AT LEAST 48 HOURS IN ADVANCE OF ANY OPERATION THAT MAY CONFLICT 7.

CALL LIST.

PROVIDE A MINIMUM 14-DAY NOTICE TO UTILITY OWNERS FOR SCHEDULING PRIOR TO MOBILIZATION PER SUNSHINE ONE 9.

VERIFIED

LOCATIONS/ELEVATIONS APPLY ONLY AT THE POINTS SHOWN. INTERPOLATIONS BETWEEN THESE POINTS HAVE NOT BEEN

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

THE LOCATION(S) OF THE UTILITIES SHOWN IN THE PLANS (INCLUDING THOSE DESIGNATED Vv, Vh, AND Vvh) ARE BASED 8.

SERVICE AREA CODE SERVICE AREA NAME CONTACT PHONE NUMBERS UTILITY TYPE

RC2478

OVERSIGHT DISTRICT

CENTRAL FLORIDA TOURISM

(321) 281 - 7030TROY INGLE

STREET LIGHTS

IRRIGATION,

RCI597 (321) 239 - 3380

SEWER WATER

RECLAIMED WATER,

PIPELINE, GAS,

ELECTRIC FUEL OIL

COMMUNICATION LINES,

CHILLED WATER,

SC1284 SMART CITY TELECOM FIBER, TELEPHONE

FLW941

FORMERLY LIGHTWAVE, LLC

ZAYO GROUP /

HENRY KLOBUCAR (406) 496 - 6510 FIBER

GUY BOWER (407) 828 - 6744

OVERSIGHT DISTRICT

CENTRAL FLORIDA TOURISM

ENERGY SERVICES

REEDY CREEK

E

V

IS

IO

N

S

N O

B

Y D

A T

E R

E A

S O

N

C E

R T

O

F A

U T

H

N O

L A

K E

M A

R Y

F

L

S U

IT

E

C

O L

O N

IA

L

C E

N T

E R

P K

W Y

H N

T B

C O

R P

O R

A T

IO

N

P R

O J E

C T

D R

A W

N

A P

P R

O V

E D

D A

T E

8/21/2026mahe \\lkmw00\pmwork3\Jobs\90225 - CFTOD CSC\TWO 004- Signal Design\000-CADD\Signalization\GNNTSG01.dgn11:43:46

License No. 96760

Professional Engineer

State of Florida

Michael Alexander He

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

G

-2

.0

F

.A .C

IM

P

R O

V E

M E

N T

S D

E S

IG

N

F Y

T R

A F

F I C

S I G

N

M M

A R

Y O

F P

A Y

I T

E M

S

G E

N E

R A

L N

O T

E S

T-5

UTILITY NOTES (CONT'D):

EXISTING ACTIVE SERVICE SHALL BE LEFT INTERRUPTED AT THE END OF THE WORK DAY.

LEFT TO THE DISCRETION OF THE CONTRACTOR, SUBJECT TO THE REQUIREMENTS OF THE CONTRACT SPECIFICATIONS. NO

MINIMIZE SERVICE INTERRUPTIONS AT SERVICE CONNECTIONS. THE MANNER IN WHICH THIS IS ACCOMPLISHED SHALL BE 16.

RESULTING FROM FAILURE TO COMPLY WITH THIS REQUIREMENT SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

GROUND SURFACE. ALLOW ONE WEEK FOR RELOCATION ON ANY UTILITIES AT NO ADDITIONAL COST OR TIME. ALL DAMAGE

LOCATE AND AVOID ALL EXISTING UTILITIES, OTHER STRUCTURES AND OBSTRUCTIONS BOTH ABOVE AND BELOW THE 15.

SURVEY NOTES:

THE DRAINAGE STRUCTURES CROSS SECTION SHEET FOR SPECIFIC LOCATION OF INVERTS.

INVERT ELEVATIONS SHOWN ON DRAWINGS REFER TO THE CENTERLINE OF MANHOLES, UNLESS OTHERWISE INDICATED ON 6.

CONSTRUCTION AND AT THE CONCLUSION OF THE PROJECT.

RESTORE ALL DISTURBED AREAS TO ORIGINAL CONDITION OR BETTER. DOCUMENT THIS BY TAKING PHOTOS PRIOR TO 5.

BASIS.

PROVIDE TO CFTOD AN UPDATED CONSTRUCTION SCHEDULE IN THE FORM OF A TWO WEEK LOOK AHEAD ON A BI- WEEKLY 4.

HIGHWAY SILVER SPRING, MD 20910-3282, PHONE: (301) 713-3242

IF ANY NGS MONUMENT IS IN DANGER OF BEING DISTURBED, CONTACT: NATIONAL GEODETIC SURVEY 1315 EAST- WEST 3.

ORLANDO, FL 32810

6500 ALL AMERICAN BOULEVARD

SOUTHEASTERN SURVEYING & MAPPING CORP.

P.S.M. NO.: LS5225

WILLIAM ROWE, PSM

PROFESSIONAL SURVEYOR AND MAPPER OF RECORD IS:

AS SUPPORTING DATA IN THE PRODUCTION OF DESIGN PLANS AND FOR CONSTRUCTION ON SUBJECT PROJECT. THE

ALL SURVEY INFORMATION WAS OBTAINED FROM A LICENSED FLORIDA PROFESSIONAL SURVEYOR AND MAPPER AND UTILIZED 2.

BENCHMARK ELEVATIONS SHOWN ON THE PLANS ARE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88).1.

TABULATION OF QUANTITIES

NO.

ITEM

PAY

DESCRIPTION UNIT

SHEET NUMBERS

TOTAL

GRAND

T-7 T-8

PLAN FINAL PLAN FINAL PLAN FINAL

101 1 MOBILIZATION LS 1 1

102 1 MAINTENANCE OF TRAFFIC DA 60 60

102 14 TRAFFIC CONTROL OFFICER HR 16 16

110 1 1 CLEARING & GRUBBING LS 1 1

630 2 11 CONDUIT, FURNISH & INSTALL, OPEN TRENCH LF 475 265 740

630 2 12 CONDUIT, FURNISH & INSTALL, DIRECTIONAL BORE LF 310 285 595

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

632 7 6 SIGNAL CABLE, REMOVE - INTERSECTION PI 1 1 2

633 2 31 FIBER OPTIC CONNECTION, INSTALL, SPLICE EA 12 12 24

633 3 12 FIBER OPTIC CONNECTION HARDWARE, F&I, SPLICE TRAY EA 1 1 2

633 3 13 FIBER OPTIC CONNECTION HARDWARE, F&I, PRETERMINATED CONNECTOR ASSEMBLY EA 1 1 2

633 3 16 FIBER OPTIC CONNECTION HARDWARE, F&I, PATCH PANEL- FIELD TERMINATED EA 1 1 2

635 2 11 PULL & SPLICE BOX, F&I, 13" x 24" COVER SIZE EA 17 17 34

639 1 122 ELECTRICAL POWER SERVICE, F&I, UNDERGROUND, METER PURCHASED BY CONTRACTOR AS 1 1 2

639 1 620 ELECTRICAL POWER SERVICE, REMOVE UNDERGROUND AS 1 1 2

639 2 1 ELECTRICAL SERVICE WIRE, FURNISH & INSTALL LF 350 70 420

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

649 21 6 STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL, SINGLE ARM 50' EA 2 1 3

649 21 10 STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL, SINGLE ARM 60' EA 1 2 3

649 26 3 STEEL MAST ARM ASSEMBLY, REMOVE, SHALLOW FOUNDATION- BOLT ON ATTACHMENT EA 3 3 6

650 1 14 VEHICULAR TRAFFIC SIGNAL, FURNISH & INSTALL ALUMINUM, 3 SECTION, 1 WAY AS 8 8 16

650 1 19 VEHICULAR TRAFFIC SIGNAL, FURNISH & INSTALL ALUMINUM, 5 SECTION CLUSTER, 1 WAY AS 1 1 2

660 4 11 VEHICLE DETECTION SYSTEM- VIDEO, FURNISH & INSTALL CABINET EQUIPMENT EA 1 1 2

660 4 12 VEHICLE DETECTION SYSTEM- VIDEO, FURNISH & INSTALL ABOVE GROUND EQUIPMENT EA 3 3 6

663 1 112 SIGNAL PRIORITY AND PREEMPTION SYSTEM, F&I, OPTICAL, DETECTOR EA 3 3 6

663 1 122 SIGNAL PRIORITY AND PREEMPTION SYSTEM, FURNISH AND INSTALL, GPS, DETECTOR EA 1 1 2

663 1 123 SIGNAL PRIORITY AND PREEMPTION SYSTEM, FURNISH AND INSTALL, GPS, CABINET ELECTRONICS EA 1 1 2

670 5 162 TRAFFIC CONTROLLER ASSEMBLY, F&I, NEMA W/STANDARD LOCK, 2 PREEMPTION AS 1 1 2

670 5 600 TRAFFIC CONTROLLER ASSEMBLY, REMOVE CONTROLLER WITH CABINET AS 1 1 2

682 1 163 ITS CCTV CAMERA, PRESSURIZED, IP, HIGH DEFINITION EA 1 1 2

684 1 1 MANAGED FIELD ETHERNET SWITCH, FURNISH & INSTALL EA 1 1 2

685 1 13 UNINTERRUPTIBLE POWER SUPPLY, FURNISH AND INSTALL, LINE INTERACTIVE WITH CABINET EA 1 1 2

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

700 3 201 SIGN PANEL, F&I, INSTALL OVERHEAD MOUNT EA 2 2

700 5 22 INTERNALLY ILLUMINATED SIGN, FURNISH & INSTALL, OVERHEAD MOUNT, 12-18 SF EA 3 3 6

CURVE DATA VW-1

PI STA. = 106+08.93

¬ = 24°00'00" (LT)

D = 02°00'00"

T = 608.93

L = 1,200.00

R = 2,864.79

PC STA. = 100+00.00

PT STA. = 112+00.00

N °5 '2 "E

.9

P I

S

T A

VICTORY WAY

E

B

U E

N A

V I S

T A

D

R

0 100 400

Feet

N

C E

N T

U R

Y

D

R

C A

R I B

B E

A N

B E

A C

H

T-7

T-8

LEGEND:

T-X SIGNAL PLAN SHEET

£ VICTORY WAY

£ CONST. BUENA VISTA DR

CURVE VW-1

BEGIN � VICTORY WAY

STA. 100+00.00

X = 23578.83

Y = 40332.59

END � VICTORY WAY

STA. 112+00.00

X = 24162.92

Y = 41370.81

BEGIN � CONST. BUENA VISTA DR

STA. 200+00.00

X = 24517.80

Y = 44436.39

END � CONST. BUENA VISTA DR

STA. 212+00.00

X = 25365.70

Y = 45285.55

E

S

PLANADE A

V E

E=23978.67 N=40759.91

ELEVATION = -1.07

"SSMC TRAV. PT."

SET NAIL & DISK

SITE BENCHMARK

E=24994.26 N=44825.95

ELEVATION = 99.19

"SSMC TRAV. PT."

SET NAIL & DISK

SITE BENCHMARK

E

V

IS

IO

N

S

N O

B

Y D

A T

E R

E A

S O

N

C E

R T

O

F A

U T

H

N O

(4

-0

L A

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F

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C

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N

IA

L C

E N

T E

R P

K W

Y

H N

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C O

R P

O R

A T

IO

N

P R

O J E

C T

D R

A W

N

A P

P R

O V

E D

D A

T E

/2

/2

8/24/2026mahe \\lkmw00\pmwork3\Jobs\90225 - CFTOD CSC\TWO 004- Signal Design\000-CADD\Roadway\PLAYRD01.dgn15:17:31

License No. 96760 Professional Engineer

State of Florida Michael Alexander He

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I S

T H

E E

L E

C T

R O

N

IC

F

IL

E D

IG

IT

A L L Y

S

IG

N E

D A

N D

S E

A L E

D U

N D

E R

R U

L E

G

-2

.0

F

.A .C

T-6

IM

P

R O

V E

M E

N T

S D

E S

IG

N

F Y

T R

A F

F

IC

S

IG

N

P

O J E

C T

L A

Y O

T

C

GG

.4

.0

.6

.1

9 9 .7

.3

.6

.1

.3

.8

.1

.6

.3

.8

.4

.0

.5

.1

.6

.2

.7

.3

.9

.4

.7

.3

.7

.2

.3

.9

.2

.8

.4

.0

.7

.2

.8

.4

.0

.6

.1

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.8

.4

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.8

.4

.6

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9 9 .9

.5

.7

.4

.7

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2 9 .2

.7

.7

.3

.1

.5

.1

.5

.4

.0

.2

.8

.9

.4

.8

.4

.2

.8

.2

.8

.4

.9

S

IT

E

B

N C

H M

A R

K

S

N

IL

D

IS

K

S S

M C

T R

A V

P T

E L E

V A

T

IO

N

.0

E

.6

N

.9

S

N C

H M

A R

K

S

K

S S

M C

T R

A V

P T

E L E

V A

T

IO

N

.5

E

.7

N

.0

P

N E

IN

V

.9

N W

IN

V

.8

T O P

.7

D R

A

IN

A G

M

N H

O L E

18" R

CP

S W

IN

V

.4

T O P

.8

C U

R B

IN

L E T

24" RCP

S W

IN

V

.6

N E

IN

V

.4

T O P

.0

C U

R B

IN

L E T

18" RCP

P 90.8

.9

94.1 94.7

94.9

95.3

95.5

95.8 96.0

S W

E E T G

U M

W

97.0

.9

S W

E E T G

U M

O A

K

P

97.26

97.3

T H

T H

.4

T H

97.77

97.79

97.9

97.94

98.0

97.98

98.0

98.

98.1

98.09

98.1

T H

.1

98.2

98.2

98.2

.2

98.2

98.3

98.29

W

98.30

.3

.3

.3

98.4

.4

98.4

.4

.4

.4

98.47

.4

R

.5

.5

98.598.6

98.6

.6

98.6

98.6

98.60

.6

U M

98.6 98 .6

W

98.7

.7

.7

.7

W

D

.7

98.8

.8

98.8

.7

W

.8

.8

98.8

.8

.8

W9 .8

S W

IN

V

.1

S E

IN

V

.1

N W

IN

V

.0

T O P

.8

C U

R B

IN

L E T

.8

.9

98.9

.9

98.9

.9

.0

.9

W

99.0

W

99.099.1

.1

.0

.1

.1

99.1

99.1

99.14

.15

.1

.1

.1

.1

.2

.2

99.2

99.2

99.2

.2

99.209 .2

99.2

.2

.2

.2

99.27

99.399.30

99.3

.3

.3

99.37

.4

W

W

W

.4

99.43

.4

.5

G

.4

W

.5

G

99.5

G

.6

99.6

W

.5

99.6

T H

T

99.65

99.7

99.7

99.7

.7

.7

.8

.8

99.8

.8

99.9

.9

E

.9

99.9

.9

U M

VLT

.1

100.1 100.1

100.2

100.2

100.2

100.4

100.6

0.

V

V

V

F

4L 4 4

F

B

A

A

'X

'X

'X

8'X170'

8'X170'

8'X40'

8'X40'

8'X170'

8'X170'

V

VC-2

V VC-1

V

VC-3

C G

4L

C

10 40

Feet

N

VICTORY WAY

C E

N T

U

Y

(T O

I S

N E

Y 'S

P

N T

U R

Y

3-SECT., 1-WAY

3 AS

R

Y

G

650-1-14

3-SECT., 1-WAY

5 AS

R

Y

G

650-1-14

6 (2)

(2)

(2)

4L (1)

4 (1)

EXIST. R/W

6 RUNS @ 140 LF

2-SIGNAL

1-PREEMPTION

1-VIDEO

2-SPARE

630-2-12140 LF

EXISTING TIMING AND PHASING TO REMAIN

NOTES:

1. THE MAJOR STREET IS VICTORY WAY (MOVEMENTS 2 & 6). THE SPEED LIMIT OF THE MAJOR STREET

IS 45 MPH. THE MINOR STREET IS CENTURY DR (MOVEMENT 4). THE SPEED LIMIT OF THE MINOR

STREET IS 25 MPH.

2. DETECTOR CHANNEL ASSIGNMENT WILL BE HANDLED BY CFTOD PLANNING AND ENGINEERING ON SITE.

3. NEW SIGNAL CABINET CONCRETE PAD SHALL BE AT GRADE WITH EDGE OF PAVEMENT. THE FINAL

LOCATION OF THE CABINET SHALL BE MARKED AND APPROVED BY CFTOD PRIOR TO INSTALLATION.

4. FUTURE DEVICES TO BE INSTALLED BY OTHERS.

5-SECT., 1-WAY

1 AS

R

Y Y

G G

650-1-19

4 (1)

F (FUTURE, BY OTHERS)

A

DOUBLE SIDED, 2 EA

(9'X2'), 10"B

B

SINGLE SIDED, 1 EA

(9'X2'), 12"E

700-5-22 3 EA

VICTORY WAY

40826.34'E =

23839.03'N =

40851.17'E =

24014.94'N =

40786.08'E =

23830.86'N =

663-1-123 1 EA

660-4-11 1 EA

670-5-162 1 AS

685-1-13 1 EA

684-1-1 1 EA

685-2-1 1 EA

1 PI

9 RUNS @ 10 LF

633-3-121 EA

633-2-3112 EA

633-3-161 EA

633-3-131 EA

635-2-114 EA

649-26-3 3 EA

REMOVAL ITEMS

670-5-600 1 AS

639-1-620 1 AS

1 EA

630-2-11 320 LF

635-2-11

350 LF

639-1-122 1 AS

639-2-1

1 EA641-2-12

632-7-1

630-2-11

630-2-11 6 RUNS @ 5 LF

649-21-6 1 EA

663-1-122 1 EA

635-2-11 3 EA

682-1-163

660-4-12 1 EA

663-1-112 1 EA

1 EA

630-2-11 5 RUNS @ 5 LF

649-21-6 1 EA

635-2-11 3 EA

660-4-12 1 EA

663-1-112 1 EA

663-1-112

5 RUNS @ 5 LF

1 EA

3 EA

1 EA

1 EA

660-4-12

649-21-10

635-2-11

630-2-11

630-2-12

6 RUNS @ 170 LF

2-SIGNAL

1-PREEMPTION

1-VIDEO

2-SPARE

170 LF

6 RUNS @ 105 LF

2-SIGNAL

1-PREEMPTION

1-VIDEO

2-SPARE

630-2-11105 LF

30 LF 630-2-11

6 RUNS @ 30 LF

2-SIGNAL

1-PREEMPTION

1-VIDEO

2-SPARE

EXIST. R/WEXIST. R/W

FT SOUTH

POWER SOURCE 320

CONNECT TO EXIST.

632-7-6 1 PI

635-2-113 EA

CROWN ELEV. = 99.98 CROWN ELEV. = 100.28

CROWN ELEV. = 98.00

ALL RED

YELLOW CLEARANCE

MAXIMUM GREEN 2

RECALL

PED. CLEARANCE

PEDESTRIAN WALK

MAXIMUM GREEN 1

MOVEMENT NUMBER

MOVEMENT DIRECTION

CONTROLLER TIMINGS

T

IM

IN

G

F U

N C

T

IO

N EXTENSION

MINIMUM GREEN

2.5

5 4

1.5

MIN

7 10

50 502525

4.8 4.83.4 4.8

50 25 25 50

2.5 6.0 4.3 2.3

SBLWB NBT SBT

TOF EL 98.65

GND EL 98.15

STA. 105+21.42

64.24' LT

POLE LOCATION=

TOF EL 97.73

GND EL 97.23

STA. 105+60.79

85.52' LT

POLE LOCATION=

TOF EL 100.11

GND EL 99.61

STA. 106+68.65

64.06' RT

POLE LOCATION=

PROP. POWER SERVICE PROP. SIGNAL CABINET

TO BE REMOVED

EXIST. SIGNAL CABINET

INSTALL CONDUIT TO RUN FIBER

TO REMAIN

EXIST. TRAFFIC FIBER PULL BOX

EXIST. TREE TO BE REMOVED

� VICTORY WAY

4L

PHASE 3

S.O.P. 2 (MOD)

PHASE 2

PHASE 1

PHASE 1

or

C

R3-4 (36"X36")

FUTURE SIGN PANEL

BY OTHERS

(45 MPH)

(45 MPH)

(2

H

BURIED ELECTRIC

BURIED WATER LINE

104 105 106

SEE INSET 'A'

SEE INSET 'B'

SEE INSET 'C'

DZ 6B

DZ 6A

DZ 2A

DZ 2B

DZ 5A

DZ 5B

D Z

B

D Z

C

D Z

A

.16

.16

.2

T H

C G

.16

.16

.2

T H

T H

TH

T H

T H

T H

S W

E E

TG

U M

T H

99.0

S W

E E

TG

U M

T

99.0

E

V

IS

IO

N

S

N O

B

Y D

A T

E R

E A

S O

N

C E

R T

O

F A

U T

H

N O

(4

-0

L A

K E

M A

R Y

F

L

S U

IT

E

C

O L O

N

IA

L C

E N

T E

R P

K W

Y

H N

T B

C O

R P

O R

A T

IO

N

P R

O J E

C T

D R

A W

N

A P

P R

O V

E D

D A

T E

/2

/2

8/24/2026mahe U:\Jobs\90225 - CFTOD CSC\TWO 004- Signal Design\000-CADD\Signalization\PLANSG01.dgn09:40:30

License No. 96760 Professional Engineer

State of Florida Michael Alexander He

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I S

T H

E E

L E

C T

R O

N

IC

F

IL

E D

IG

IT

A L L Y

S

IG

N E

D A

N D

S E

A L E

D U

N D

E R

R U

L E

G

-2

.0

F

.A .C

S

IG

N A

L P

L A

N S

H E

E T

V

IC

T O

R Y

W A

Y

P O

P C

E N

T U

R Y

D R

T-7

IM

P

R O

V E

M E

N T

S D

E S

IG

N

F Y

T R

A F

F

IC

S

IG

N

INSET 'B'

INSET 'C'

INSET 'A'

.8

.0

.7

.2

.8

.4

.2

.7

.5

.2

.8

.5

.4

.2

.10

.8

.5

.18

.10

.6

.17

.7

.3

.8

.3

.9

.4

.9

.7

.2

.8

.4

.9

.4

.7

.19

.0

.6

.2

.7

.5

.0

.7

.2

.8

.4

.9

.2

1.3

.8

1.19

.7

1.0

.6

1.0

.6

1.2

.7

1.3

.8

S

IT

E

B E N C

H M

A R

K

S E T

N

A

IL

D

IS

K

"S S

M C

T R

A V

P T

E L E V A T

IO

N .19

E .2

N .9

S

IT

E

B E N C

H M

A R

K

S E T

N

A

IL

D

IS

K

"S S

M C

T R

A V

P T

E L E V A T

IO

N .2

E .5

N .0

E M P T Y

N

O

T R

A C

W

IR

E

96.2

96.5

97.0

97.2T R

A F F

IC

F

IB

E R

O P T

IC

T R

A F F

IC

97.45

T R

A F F

IC

C

O N T R

O L

.5

97.54 97.68

97.7697.77 98.0

" 9 .0

98.05

98.09

.1

98.12 98.1

98.20

.2

98.2

.2

.2

.2

98.4

.4

98.4

.5

98.48

.5

.5

.7

98.798.7

.7

98.82

98.83

.8

98.9

.8

98.92

.9

99.0

T H

99.0

99.0 99.1

99.1

.12

.1

99.2

.16

99.2

.2

99.2

.3

.3

.3

.3

99.4

99.5

W

.5

99.5

.5

99.6

.7

.7

.6

99.799.8

.9

.8

99.9

T H

100.14

.2

.3

100.37

0.3

100.37

.4

.4

100.52

100.56

.6

100.6

100.6

.6

.7

.7

.6

T H

.7

100.8

.8

100.8

100.8

.8

100.82

100.85

100.9

T R

101.0

101.0

101.1

101.1

101.1

C

101.2

.2

1.3

101.4

101.4

102.0

I 102.5

.7

V

V

V

C

F

F

D

D

E

C

V

V

V

G

8'X170'

8'X170'

8'X170'

8'X40'

8'X170'

8'X170'

8'X170'

'X

VC-4

VC-6

VC-5

'X

4R

10 40

Feet

N

E BUENA VISTA DR

E S

P L

A N

A D

E A

V E

3-SECT., 1-WAY

6 AS

R

Y

G

650-1-14

3-SECT., 1-WAY

1 AS

R

Y

G

650-1-14

5-SECT., 1-WAY

1 AS

R

Y Y

G G

650-1-19

2 (3)

6 (3) 4 (1)5 (1) 4 (1)

SIGNAL HEAD DETAILS

F

649-26-3 3 EA

REMOVAL ITEMS

670-5-600 1 AS

EXIST. R/W

630-2-11 6 RUNS @ 5 LF

649-21-10 1 EA

663-1-122 1 EA

630-2-11 5 RUNS @ 5 LF

649-21-6 1 EA

630-2-11

649-21-10

635-2-11 3 EA

635-2-11 3 EA

635-2-11

682-1-163 1 EA

632-7-11 PI

660-4-12 1 EA

630-2-119 RUNS @ 10 LF

660-4-12 1 EA

660-4-12

663-1-112 1 EA

663-1-112 1 EA

663-1-112

NOTES:

1. THE MAJOR STREET IS BUENA VISTA DRIVE (MOVEMENTS 2 & 6).

THE SPEED LIMIT OF THE MAJOR STREET IS 45 MPH. THE MINOR

STREET IS ESPLANADE AVE (MOVEMENT 4). THE SPEED LIMIT OF

THE MINOR STREET IS 25 MPH.

2. DETECTOR CHANNEL ASSIGNMENT WILL BE HANDLED BY CFTOD

PLANNING AND ENGINEERING ON SITE.

3. NEW SIGNAL CABINET CONCRETE PAD SHALL BE AT GRADE WITH

EDGE OF PAVEMENT. THE FINAL LOCATION OF THE CABINET SHALL

BE MARKED AND APPROVED BY CFTOD PRIOR TO INSTALLATION.

630-2-12 145 LF

6 RUNS @ 145 LF

2-SIGNAL

1-PREEMPTION

1-VIDEO

2-SPARE

6 RUNS @ 140 LF

2-SIGNAL

1-PREEMPTION

1-VIDEO

2-SPARE

630-2-12140 LF

630-2-11 130 LF

6 RUNS @ 130 LF

2-SIGNAL

1-PREEMPTION

1-VIDEO

2-SPARE

PROP. SIGNAL

CABINET PAY ITEMS

633-3-121 EA

633-2-3112 EA

633-3-161 EA

633-3-131 EA

635-2-114 EA

660-4-11

663-1-123 1 EA

660-4-11 1 EA

670-5-162 1 AS

685-1-13 1 EA

684-1-1 1 EA

685-2-1 1 EA

6 RUNS @ 65 LF

2-SIGNAL

1-PREEMPTION

1-VIDEO

2-SPARE

630-2-1165 LF

639-1-620 1 AS

POWER SERVICE PAY ITEMS

1 EA

630-2-11 45 LF

635-2-11

70 LF

639-1-122 1 AS

639-2-1

1 EA641-2-12

� CONST. BUENA VISTA DR

E BUENA VISTA DR

EXIST. R/W

EXIST. R/W

EXISTING TIMING AND PHASING TO REMAIN

3-SECT., 1-WAY

1 AS

R

Y

G

650-1-14

4R

6 RUNS @ 5 LF

1 EA

3 EA

1 EA

1 EA

DOUBLE SIDED, 2 EA

(9'X2'), 10"E

SINGLE SIDED, 1 EA

(9'X2'), 10"D

700-5-22 3 EA

44872.91'E = 25060.77'N =

44954.71'E = 24953.76'N =

44877.15'E = 24873.39'N =

R3-4 (36"X36")

700-3-201

2 EA

632-7-6 1 PI

635-2-113 EA

CROWN ELEV. = 100.17

CROWN ELEV. = 99.98

CROWN ELEV. = 102.30

PROP. POWER SERVICE

CONNECT TO EXIST. POWER SOURCE

INSTALL CONDUIT TO RUN FIBER

TO REMAIN

EXIST. TRAFFIC FIBER PULLBOX

PROP. SIGNAL CABINET

ALL RED

YELLOW CLEARANCE

MAXIMUM GREEN 2

RECALL

PED. CLEARANCE

PEDESTRIAN WALK

MAXIMUM GREEN 1

MOVEMENT NUMBER

MOVEMENT DIRECTION

CONTROLLER TIMINGS

T

IM

IN

G

F U

N C

T

IO

N EXTENSION

MINIMUM GREEN

5 4

7 10

60 802525

4.8 4.83.4 4.8

60 25 25 80

2.0 4.8 3.4 2.0

WBLNB EBT WBT

TO BE REMOVED

EXIST. SIGNAL CABINET

(2

M P

H

(45 MPH)

(45 MPH)

(T O

R

IV

IE

R

A R

E S

O R

T S

STA. 205+63.15

59.81' LT

POLE LOCATION=

TOF EL 101.20

GND EL 100.70

STA. 206+92.55

75.78' RT

POLE LOCATION=

TOF EL 99.48

GND EL 98.98

STA. 206+74.82

57.73' LT

POLE LOCATION=

TOF EL 100.59

GND EL 100.09

PHASE 3

S.O.P. 2 (MOD)

PHASE 2PHASE 1

4 4R 4R

203 204 205 206 207 208 209

SEE INSET 'F'

SEE INSET 'E'

SEE INSET 'D'

DZ 5

D Z

B

D Z

A

DZ 2C

DZ 2B

DZ 2A

DZ 6C

DZ 6B

DZ 6A

TH

C G

TH

THTH

THTH

E

V

IS

IO

N

S

N O

B

Y D

A T

E R

E A

S O

N

C E

R T

O

F A

U T

H

N O

(4

-0

L A

K E

M A

R Y

F

L

S U

IT

E

C

O L O

N

IA

L C

E N

T E

R P

K W

Y

H N

T B

C O

R P

O R

A T

IO

N

P R

O J E

C T

D R

A W

N

A P

P R

O V

E D

D A

T E

/2

/2

8/24/2026mahe U:\Jobs\90225 - CFTOD CSC\TWO 004- Signal Design\000-CADD\Signalization\PLANSG01.dgn10:59:46

License No. 96760 Professional Engineer

State of Florida Michael Alexander He

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I S

T H

E E

L E

C T

R O

N

IC

F

IL

E D

IG

IT

A L L Y

S

IG

N E

D A

N D

S E

A L E

D U

N D

E R

R U

L E

G

-2

.0

F

.A .C

T-8

IM

P

R O

V E

M E

N T

S D

E S

IG

N

F Y

T R

A F

F

IC

S

IG

N

IG

N A

L P

L A

N S

H E

E T

B U

E N

A V

IS

T

A D

R

R

IV

IE

R

A R

E S

O R

T

INSET 'D'

INSET 'E'INSET 'F'

S O

ID

IN

E

DASH LINE

4" WHITE

S O

E

L L

E

24" WHITE SOLID LINE

IC

T

O

Y

CENTURY DR.

P

W

S W E E

TG

U M

TH

TH

A

M A-

B E

TH

TH

U M

GG

G

U M

V L T

V

Feet

0 5

N

DIRECTIONAL BORE END

PROPOSED SIGNAL PULL BOX

DIRECTIONAL BORE BEGIN

PROPOSED SIGNAL PULL BOX

V I C

T O

Y

CENTURY D

RIVE

MAST ARM 3

A A

SCALE

1" = 20' HORIZONTAL

1" = 4' VERTICAL

88 88

92 92

96 96

100 100

104 104

0 100 200

(UNKNOWN ELEVATION)

EXIST. 12" NON-POTABLE WATER MAIN

(UNKNOWN ELEVATION)

EXIST. 16" NON-POTABLE WATER MAIN

(UNKNOWN ELEVATION)

EXIST. 6" GAS MAIN

(UNKNOWN ELEVATION)

EXIST. UNIDENTIFIED UTILITY

(UNKNOWN ELEVATION)

EXIST. BURIED FIBER (UNKNOWN ELEVATION)

EXIST. BURIED ELECTRIC

(UNKNOWN ELEVATION)

EXIST. BURIED ELECTRIC

ELEVATION)

(UNKNOWN

WATER MAIN

EXIST. 16"

EXIST. 24" RCP

(UNKNOWN ELEVATION)

EXIST. BURIED FIBER

(UNKNOWN ELEVATION)

EXIST. BURIED ELECTRIC

(UNKNOWN ELEVATION)

EXIST. BURIED ELECTRIC

6 RUNS @ 140 LF

PROPOSED CONDUIT PROFILE

PROPOSED DIRECTIONAL DRILL BORE PIT

PROPOSED DIRECTIONAL DRILL BORE PIT

EXIST. GROUND

(UNKNOWN ELEVATION)

EXIST. BURIED FIBER (TRAFFIC)

E

V

IS

IO

N

S

N O

B

Y D

A T

E R

E A

S O

N

C E

R T

O

F A

U T

H

N O

L A

K E

M A

R Y

F

L

S U

IT

E

C

O L

O N

IA

L

C E

N T

E R

P K

W Y

H N

T B

C O

R P

O R

A T

IO

N

P R

O J E

C T

D R

A W

N

A P

P R

O V

E D

D A

T E

8/21/2026mahe \\lkmw00\pmwork3\Jobs\90225 - CFTOD CSC\TWO 004- Signal Design\000-CADD\Signalization\PROFSGSignalBores01_Victory.dgn11:45:47

License No. 96760

Professional Engineer

State of Florida

Michael Alexander He

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

G

-2

.0

F

.A .C

V

IC

T O

R Y

W A

Y

D I R

E C

T I O

N A

L B

O R

E D

E T

A I L

S

T-9

IM

P

R O

V E

M E

N T

S D

E S

IG

N

F Y

T R

A F

F I C

S I G

N

SECTION A-A

UTILITY DEPTHS PRIOR TO DRILLING DIRECTION BORE.

UNKNOWN. CONTRACTOR TO VERIFY ALL UNDERGROUND

NOTE: DEPTH OF ALL UNDERGROUND UTILITIES ARE

SOLID LINE

4" WHITE D

A

E

E

DASH LINE

4" WHITE

SOLID LINE

4" WHITE

SOLID LINE

4" YELLOW

S O

E

E

SOLID LINE

4" YELLOW

SOLID LINE

4" WHITE

E

24" WHITE SOLID LINE

TORY WAY

S

N C

H M

A R

K

S

K

S S

M C

T

R A

V

P T

E L E

V A

T

IO

N

.0

E

.6

N

.9

S

N C

H M

A R

K

S

K

S S

M C

T

R A

V

P T

E L E

V A

T

IO

N

.5

E

.7

N

.0

N E

IN

V

.9

N W

IN

V

.8

T O

P

.7

D R

A

IN

A

N H

O L E

18" RCP

S W

IN

V

.4

T O

P

.8

C U

R B

IN

L E T

R

U M

D

W

W

WW

T H

T

V

C G

Feet

0 5

N

DIRECTIONAL BORE END

PROPOSED SIGNAL PULL BOX

DIRECTIONAL BORE BEGIN

PROPOSED SIGNAL PULL BOX

VICTORY WAY

C E

N T

U R

Y D

R

IV

E

BB

MAST ARM 1

88 88

92 92

96 96

100 100

104 104

SCALE

1" = 20' HORIZONTAL

1" = 4' VERTICAL

6 RUNS @ 170 LF

PROPOSED CONDUIT PROFILE

PROPOSED DIRECTIONAL DRILL BORE PIT

PROPOSED DIRECTIONAL DRILL BORE PIT

(UNKNOWN ELEVATION)

EXIST. 12" NON-POTABLE WATER MAIN

(UNKNOWN ELEVATION)

EXIST. 12" NON-POTABLE WATER MAIN

(UNKNOWN ELEVATION)

EXIST. 12" WATER MAIN

(UNKNOWN ELEVATION)

EXIST. BURIED FIBER

(UNKNOWN ELEVATION)

EXIST. BURIED ELECTRIC

(UNKNOWN ELEVATION)

EXIST. BURIED ELECTRIC

EXIST. GROUND

(UNKNOWN ELEVATION)

EXIST. BURIED FIBER (TRAFFIC)

(UNKNOWN ELEVATION)

1000 200

E

V

IS

IO

N

S

N O

B

Y D

A T

E R

E A

S O

N

C E

R T

O

F A

U T

H

N O

L A

K E

M A

R Y

F

L

S U

IT

E

C

O L

O N

IA

L

C E

N T

E R

P K

W Y

H N

T B

C O

R P

O R

A T

IO

N

P R

O J E

C T

D R

A W

N

A P

P R

O V

E D

D A

T E

8/21/2026mahe \\lkmw00\pmwork3\Jobs\90225 - CFTOD CSC\TWO 004- Signal Design\000-CADD\Signalization\PROFSGSignalBores02_Century.dgn11:45:55

License No. 96760

Professional Engineer

State of Florida

Michael Alexander He

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

G

-2

.0

F

.A .C

C E

N T

U R

Y D

R

D I R

E C

T I O

N A

L B

O R

E D

E T

A I L

S

T-10

IM

P

R O

V E

M E

N T

S D

E S

IG

N

F Y

T R

A F

F I C

S I G

N

SECTION B-B

.7

.2

.8

.4

.2

.7

.8

.5

.7

.2

.8

.4

.3

.1

.7

.0

.6

.0

.6

.2

.7

IT

E

S

O

E

IT

E

S

O

E

IT

E

S

O

E

L L

O W

S

O

E

24" WHITE SOLID LINE

L L

O W

S

O

E

IT

E

S

O

IT

E

S

O

E

ESPLANADE AVE

48.4'

36.6'

M A

M

SOLID LINE 4" WHITE

R

IN

G

C L A

M P E

D

C

T O

T

H E

S

O U

T H

U N

A B L E

T

O

P

R O

D U

O N

E

M A

R K

T

H

P

O W

D E

W

A K

T

O N

E

IT

E

S

O

E

E M

P

T R

A C

E

F

IB

T

IC

S A F E T

Y

S

W

IT

C H

.7

.1

98.5 98.55

C O

L L E C T E

D

S

M A

R T

C

N E

R K

C

O

C T

R

IN

G

C L A

M P E

D

C

O M

D

P

R O

V

ID

S

IG

N A

L

IN

T

E

A

.2

.20

99.35

T R

A F F

IC

S E

N S

O R

E O I

W

99.52

99.

.6

99.7

99.7

.7

T R

A F F

IC

C

O N

T R

B

H A

D

E

M P T

Y

C

O N

D U

IT

U S E

D

F

IS

H

T

A P E

T O

P

R O

D U

C E

T

O N

E

.8

.9

M A

M

E O I

U N

A B L E

T

O

B

R

IN

G

F

O C

IN

O D L

E

T O

R

U N

N

F

F

IS

H

T A

N

T

O N

A B L E

F

O C

U N

A B L E

T

O

T

O N

E

C

O M

M

L

IN

E

H E

A D

S

M A

R T

C

T R

A C

K

R

P R

O B

A B L E

T

H A

T

IT

R

U N S

M

U N

A B L E

T

O

C O

N F

R

U N

A B L E

T

O

T

O N

E

F

O

B

U S E

D

F

IS

H

T

A P E

T O

P

R O

D U

C E

T

O N

E

.5

.5

.6

0.6

T H

T

100.73

0.

100.8

.8

.0

.1

.1

S M

A R T

C

N H

O L E

C

101.2

1.3

.0

I

.5

V

Feet

0 5

N

DIRECTIONAL BORE END

PROPOSED SIGNAL PULL BOX

DIRECTIONAL BORE BEGIN

PROPOSED SIGNAL PULL BOX

CC

B U

E

V

S

I V

E

ESPLANADE BLVD

MAST ARM 6

SCALE

1" = 20' HORIZONTAL

1" = 4' VERTICAL

88 88

92 92

96 96

100 100

104 104

0 100 200

(UNKNOWN ELEVATION)

EXIST. NON-POTABLE WATER MAIN

(UNKNOWN ELEVATION)

EXIST. BURIED TELEPHONE

(UNKNOWN ELEVATION)

EXIST. BURIED ELECTRIC

(UNKNOWN ELEVATION)

EXIST. BURIED ELECTRIC

6 RUNS @ 150 LF

PROPOSED CONDUIT PROFILE

PROPOSED DIRECTIONAL DRILL BORE PIT

BORE PIT

PROPOSED DIRECTIONAL DRILL

EXIST. GROUND

(UNKNOWN ELEVATION)

EXIST. BURIED TELEPHONE

ELEVATION)

(UNKNOWN

ELECTRIC

EXIST. BURIED

(UNKNOWN ELEVATION)

EXIST. BURIED ELECTRIC

REFER TO TESTHOLE MA4

EXIST. BURIED FIBER (TRAFFIC)

(UNKNOWN ELEVATION)

EXIST. BURIED FIBER (TRAFFIC)

E

V

IS

IO

N

S

N O

B

Y D

A T

E R

E A

S O

N

C E

R T

O

F A

U T

H

N O

L A

K E

M A

R Y

F

L

S U

IT

E

C

O L

O N

IA

L

C E

N T

E R

P K

W Y

H N

T B

C O

R P

O R

A T

IO

N

P R

O J E

C T

D R

A W

N

A P

P R

O V

E D

D A

T E

8/21/2026mahe \\lkmw00\pmwork3\Jobs\90225 - CFTOD CSC\TWO 004- Signal Design\000-CADD\Signalization\PROFSGSignalBores03_BuenaVista.dgn11:46:00

License No. 96760

Professional Engineer

State of Florida

Michael Alexander He

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

G

-2

.0

F

.A .C

B U

E N

A V

I S

T A

D R

I V

E

D I R

E C

T I O

N A

L B

O R

E D

E T

A I L

S

T-11

IM

P

R O

V E

M E

N T

S D

E S

IG

N

F Y

T R

A F

F I C

S I G

N

SECTION C-C

.8

.0

.7

.2

.8

.4

.2

.7

.5

.2

.8

.5

.4

.2

1 9 .1

.8

.5

.1

.1

.6

.1

.7

.3

.8

.3

.9

4" WHITE DASH LINE

4" WHITE DASH LINE

4" WHITE SOLID LINE

4" WHITE SOLID LINE

4" WHITE SOLID LINE

E

24" WHITE SOLID LINE

S O

E

E BUENA VISTA DR

S

P L

A N

A

E

E S

P L

A N

A

E

.5

.4

T

N

IS

K

"S S

M C

T R

A V

P T

E L E V

A T

IO

N .1

E .2

N .9

E .5

N .0

L O S E

S

IG

N

H

G P R

F O

R

R E C L A

IM

U N

A B L E

T O

T O

H

E L E C T R

O N

IC

S E O I

S O

E

A F F

IC

C O

N T R

O L

C A

B

IN

E T

E M P T Y

N

O

T R

A C

E

96.2

96.5 97.0

97.2

T R

A F F

IC

F

IB

E R

O P T

IC

T R

A F F

IC

S A F E

IT

C H

97.76

97.77

98.0

.0

98.05

98.09

.1

98.1298.1

R

IN

G

C L A

M P E D

B E

D

U C

T O

T H E

S

O U T H

U N

A B L E

T O

P R

O D

U C E

A

T O

N E

M A

R K E D

O

U T

B E

D

U

H

P

O W

D E

W

IT

A

K

T O

N E

.2

98.2

.2

.2

98.4

.4

98.4

.5

98.48

.5

.5

C O L L E C T E D

S

M A

R T

C

IT

Y

O

W N E

R K

C

O M

M

D

U C T

R

IN

G

C L A

M P E D

C

O M

D

P R

O V

ID

E D

N

O

S

IG

N A L

IN

T H E

A

R E A

98.

98.7

98.7

98.82 98.83

98.9

.8

98.92

.9

99.0

T H

T

99.0

99.1

99.1

.12

.1

M A S

TA

R

M

99.2

99.2

99.2

.3

.3 9

.3

.3

99.4

T R

A F F

IC

S E N S

O R

W

.5

99.5

99.6

.7

.7

T R

A F F

IC

C

O N T R

B

H A

D

E

M P T Y

C

O N

D U

IT

U S E D

F

IS

H

T A P E

T O

P R

O D

U C E

T O

N E

99.9

T R

C

V

G

Feet

0 5

N

DIRECTIONAL BORE BEGIN

PROPOSED SIGNAL PULL BOX

DIRECTIONAL BORE END

PROPOSED SIGNAL PULL BOX

D D

E S

P L

A N

A

V D

BUENA VISTA DRIVE

MAST ARM 4

SCALE

1" = 20' HORIZONTAL

1" = 4' VERTICAL

88 88

92 92

96 96

100 100

104 104

0 100 200

(UNKNOWN ELEVATION)

EXIST. BURIED ELECTRIC

6 RUNS @ 145 LF

PROPOSED CONDUIT PROFILE

PROPOSED DIRECTIONAL DRILL BORE PIT

BORE PIT

PROPOSED DIRECTIONAL DRILL

EXIST. GROUND

(UNKNOWN ELEVATION)

EXIST. BURIED ELECTRIC

(UNKNOWN ELEVATION)

EXIST. BURIED TELEPHONE REFER TO TESTHOLE MA3

EXIST. BURIED ELECTRIC

E

V

IS

IO

N

S

N O

B

Y D

A T

E R

E A

S O

N

C E

R T

O

F A

U T

H

N O

L A

K E

M A

R Y

F

L

S U

IT

E

C

O L

O N

IA

L

C E

N T

E R

P K

W Y

H N

T B

C O

R P

O R

A T

IO

N

P R

O J E

C T

D R

A W

N

A P

P R

O V

E D

D A

T E

8/21/2026mahe \\lkmw00\pmwork3\Jobs\90225 - CFTOD CSC\TWO 004- Signal Design\000-CADD\Signalization\PROFSGSignalBores04_Esplanade.dgn11:46:04

License No. 96760

Professional Engineer

State of Florida

Michael Alexander He

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

G

-2

.0

F

.A .C

E S

P L

A N

A D

E A

V E

D I R

E C

T I O

N A

L B

O R

E D

E T

A I L

S

T-12

IM

P

R O

V E

M E

N T

S D

E S

IG

N

F Y

T R

A F

F I C

S I G

N

SECTION D-D

E

V

IS

IO

N

S

N O

B

Y D

A T

E R

E A

S O

N

C E

R T

O

F A

U T

H

N O

L A

K E

M A

R Y

F

L

S U

IT

E

C

O L

O N

IA

L

C E

N T

E R

P K

W Y

H N

T B

C O

R P

O R

A T

IO

N

P R

O J E

C T

D R

A W

N

A P

P R

O V

E D

D A

T E

8/24/2026mahe \\lkmw00\pmwork3\Jobs\90225 - CFTOD CSC\TWO 004- Signal Design\000-CADD\Signalization\MSSGSG01.dgn10:15:23

License No. 96760

Professional Engineer

State of Florida

Michael Alexander He

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

G

-2

.0

F

.A .C

IM

P

R O

V E

M E

N T

S D

E S

IG

N

F Y

T R

A F

F I C

S I G

N

NO.

NO.

SHEET

1 *

SIGNAL DATA

2 * 3 * A W1H1 B W2 C H3 W3

SIGN DATA

DISTANCE FROM POLE (ft)/ HEIGHT AND WIDTH OF SIGN (ft)_

M.H.

ARM

NO.

ARM

RDWY

LENGTH

ARM

TOTAL

V/H

SIGNAL

Y/N

PLATES

BACK

Y/N

SIGNAL

PED.

1 Y N 3 3

DUAL ARMS

/ BETWEEN

DISTANCE FROM POLE (ft)

6.0

*4 5 *

2.0 9.0

CCTV DATA

1 2 3 321

VIDEO DATA

3^

V Y 5

V Y N

V Y N

3 3

3 3

2.0

9.0

2.0

V1

NEUTRAL

MIDNIGHT

NEUTRAL

MIDNIGHT

NEUTRAL

MIDNIGHT

NEUTRAL

MIDNIGHT

N

T-7

3 35.5

41.3 3

50.0'

50.0'

60.0'

60.0'

24.4

29.5

36.5

34.3

7.5

5.0

10.0

9.0

9.0 3.0 3.0

TOP OF FOUNDATION ELEVATION

COLOR **

PAINT

53.3 57.3

FOUNDATION

TOP OF

ELEVATION

CROWN

T-8

100.11 100.28 21.25'

21.50'

22.00'

21.75'

47.5 3

29.3

0.0

H2

2.0

SPECIAL INSTRUCTIONS

NO.

ID

BUTTON

PED.

SIGNALS

PED.

LOCATION

HANDHOLE

G

Y

R

G

Y

R

G

Y

R

G

Y

R

G

Y

R

SIGN A

SIGN BSIGN CSIGN D

S

IG

N E

W1

A

H1

B

H2

W2

C

H3

W3

D

H4

W4

E

W5

H5

TOTAL ARM LENGTH

LONGEST ARM FOR DOUBLE ARM POLE.

ARM NO. 1 - SINGLE ARM POLE OR

(ARM M.H.)

HEIGHT

MOUNTING

ARM

DIRECTION FROM ROADWAY ARM NO. 1.

TO BE MEASURED IN A COUNTER CLOCKWISE

ARM NO. 2 - DOUBLE ARM POLE ORIENTATION

FUTURE SIGN PANEL^^

FUTURE SIGNAL HEAD^

MAST ARMS TO BE PAINTED MIDNIGHT NEUTRAL.**

DENOTES NUMBER OF SECTIONS IN SIGNAL HEAD ASSEMBLY.*

LEGEND:

106+68.65, 64.06' RT

23.5

18.2 30.2 42.2^

18.2 30.2 42.2 54.2

LOCATION

105+60.79, 85.52' LT

105+21.42, 64.24' LT

98.0097.73

99.9898.65

206+92.55, 75.78' RT 99.48 100.17

V Y N 5 3 2.05

NEUTRAL

MIDNIGHT 41.7 50.0' 47.110.0 9.020.50'27.7206+74.82, 57.73' LT 100.59 99.98

V Y N 3 3 2.06

NEUTRAL

MIDNIGHT 26.4 3 60.0' 32.75.0 9.0 3.0 3.038.4 54.422.00'14.4205+63.15, 59.81' LT 101.20 102.30

0.0

350.4

M A

S T

A R

M T

A B

U L

A T

IO

N

S H

E E

T

T-13

47.4^^ 3.0^^ 3.0^^

T-8

T-7

T-8

T-7

E

V

IS

IO

N

S

N O

B

Y D

A T

E R

E A

S O

N

C E

R T

O

F A

U T

H

N O

L A

K E

M A

R Y

F

L

S U

IT

E

C

O L

O N

IA

L

C E

N T

E R

P K

W Y

H N

T B

C O

R P

O R

A T

IO

N

P R

O J E

C T

D R

A W

N

A P

P R

O V

E D

D A

T E

8/24/2026mahe \\lkmw00\pmwork3\Jobs\90225 - CFTOD CSC\TWO 004- Signal Design\000-CADD\Structures\StandardMastArmDataTable01.dgn10:15:24

License No. 96760

Professional Engineer

State of Florida

Michael Alexander He

T H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

G

-2

.0

F

.A .C

IM

P

R O

V E

M E

N T

S D

E S

IG

N

F Y

T R

A F

F I C

S I G

N

License No. 92735

Professional Engineer

State of Florida

Sweriduk

Michael Edward

(ft.)

UB

POLE

STANDARD MAST ARM ASSEMBLIES DATA TABLE

(deg)

LL

(deg)

UF

SECOND ARM

(ft.)

FAA

FIRST ARM

NUMBERS

ID

STRUCTURE

DESIGNATION

ID

ARM

ID

ARM

(ft.)

SAA

ID

POLE

ID

SHAFT

DRILLED

A50/S - P3/S A50/S P3/S 21.25 DS/14/4.5

NUMBERS

ID

STRUCTURE

"N"

BL…