Signal-Plans_5-16-2024-DS_Signed-Sealed.pdf

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DEER IS.

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Pop. 1,897

KILLARNEY Tildenville

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1,500,000

1,520,000

TO

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CLERMONT

MONTVERDE

Beulah

Bch.

Summerport

WINDERMERE

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Tilden

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Black

Johns

Hartley

Speer

Lake

Lake

Whitney

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Lake L.

Cypress L.

Lake

Butler

Lake

Sawyer

Avalon

L.

L.

Beulah

Lake

L.

Sawyer

Little

Roberts

Luntz

Crescent

Roberson Rd.

Marsh

Rd.

Lake

T

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Int. 80

Ocoee-Orlando West

Rd.Malcolm M an n

R d.

Tilden Rd.

W es te rn E xp

FLORIDA'S

TURNPIKE

P

HarlemHarlem Heights

TOLL

CONSTRUCTION PLANS FOR

ORANGE COUNTY, FLORIDA

N

CERTIFICATE OF AUTHORIZATION NO. 27770

TEL. 407-992-9160

WINTER SPRINGS, FLORIDA 32708

301 WEST STATE ROAD 434, SUITE 309

PEGASUS ENGINEERING, LLC

VICINITY MAP

T 23 S

T 22 S MILES

0 1 2

FLORIDA DEPARTMENT OF TRANSPORTATION

STANDARD SPECIFICATIONS FOR ROAD AND

AS AMENDED BY CONTRACT DOCUMENTS.

AND

NOTE

PLANS WERE PREPARED ACCORDING TO AVAILABLE INFORMATION TO ADEQUATELY

ADDRESS CONDITIONS AS THEY EXISTED AT THE TIME OF PLANS PREPARATION.

NEEDS, CONDITIONS AND OWNERSHIP OF PROPERTIES MAY HAVE CHANGED SINCE

PROJECT DESIGN. THE COUNTY'S REPRESENTATIVE WILL ADDRESS CHANGES AND

NEEDS WITH THE PROPERTY OWNER OR THEIR REPRESENTATIVES. CONTRACTOR

SHALL WORK WITH THE COUNTY'S REPRESENTATIVE IN ADDRESSING AND MEETING

NEEDS AND CONDITIONS THAT MAY HAVE CHANGED SINCE PLANS PREPARATION.

CERTIFICATION TO PLANS

I HEREBY CERTIFY THAT THE DESIGN FOR THIS PROJECT AND THE ATTACHED CONSTRUCTION

PLANS COMPLY WITH THE REQUIREMENTS OF SECTION 336.045 OF THE FLORIDA STATUTES

AND ARE IN SUBSTANTIAL CONFORMANCE WITH THE STANDARDS CONTAINED IN THE EDITION

OF THE "MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN, CONSTRUCTION AND

MAINTENANCE FOR STREETS AND HIGHWAYS" IN EFFECT ON THIS DATE AS ADOPTED BY

THE FLORIDA DEPARTMENT OF TRANSPORTATION PURSUANT TO SUBSECTION 336.045(1)

OF THE FLORIDA STATUTES.

DATE: ENGINEER: FURSAN S. MUNJED, P.E.

LICENSE NO. 51446

CERTIFICATE OF AUTHORIZATION NO. 27770

PROJECT

LOCATION

LOCATION MAP

OSCEOLA COUNTY OSCEOLA COUNTY

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LAKE APOPKA

WINTER

GARDEN

ORLANDO

ORLANDO

INTERNATIONAL

AIRPORT

CHRISTMAS

LAKE COUNTY

FLORIDA

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DESCRIPTION

INDEX OF SHEETS

SHEET

UTILITIES ENCOUNTERED

407-996-1183

407-656-2734

407-814-5295

407-532-8509

REVISIONS DATE BY

PROJECT NO:

APPROVED BY:

CHECKED BY:

DRAWN BY :

DESIGNED BY: FM

SLB

FM

FM

FEG-18903

DATE:

DATE:

DATE:

DATE:

SEMINOLE COUNTY

GALLOWAY DR.

1-4

I-4

TPK

SHEET

OF

1:

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d g n

BOARD OF COUNTY

COMMISSIONERS

DISTRICT 6

DISTRICT 5

DISTRICT 4

DISTRICT 3

DISTRICT 2

DISTRICT 1

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SIGNALIZATION GENERAL NOTES

DISTRICT NO: 1

407-905-3345

T-1

T-10

SIGNALIZATION PLANS

KEY SHEETT-1

T-2

T-3

T-6

T-7

TABULATION OF QUANTITIES

MAST ARM TABULATION

LOCATION

PROJECT

NICOLE H. WILSON

EMILY BONILLA

POWER: DUKE ENERGY

407-656-2332

SIGNALIZATION PLAN SHEETST-4 - T-5

STANDARD PLANS FOR ROAD CONSTRUCTION,

ON THE STATE HIGHWAY SYSTEM, DATED FY 2024-25

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TILDEN ROAD & TINY ROAD

407-656-4111REUSE WATER: CITY OF WINTER GARDEN

T-8

T-9

T-10 SUBSURFACE UTILITY EXCAVATION

SPT BORINGS

ORANGE COUNTY CIP #2722

JERRY L. DEMMINGS, COUNTY MAYOR

CHRISTINE MOORE

MYRA URIBE

MARIBEL GOMEZ CORDERO

STANDARD MAST ARM DATA TABLE SHEET

GUIDE SIGN WORKSHEET

PUBLIC WORKS DIRECTORJOE KUNKEL, P.E.

5/16/2024

5/16/2024

5/16/2024

5/16/2024

REUSE WATER: WATER CONSERV II

GAS: LAKE APOPKA NATURAL GAS

PHONE: CENTURY LINK WINTER GARDEN

COMMUNICATION: SUMMIT BROADBAND

CATV : CHARTER COMMUNICATION

FIBER OPTIC: CFX 407-843-5120

407-254-9764WASTE WATER: ORANGE COUNTY UTILITIES

407-836-6869WATER: ORANGE COUNTY UTILITIES

GOVERNING STANDARDS AND SPECIFICATIONS:

FDOT FPID: 444788-1-58-01

FAN: D523-062B

BRIDGE CONSTRUCTION, DATED FY 2024-25

MICHAEL SCOTT

T-1A SIGNATURE SHEET

MAY 16, 2024

UPDATED FINAL PLANS

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STATE OF

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DIROL

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NUM .S NAS

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No 51446

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

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

ON ANY ELECTRONIC COPIES.

AND THE SIGNATURE MUST BE VERFIED

NOT CONSIDERED SIGNED AND SEALED

PRINTED COPIES OF THIS DOCUMENT ARE

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY

THIS DOCUMENT HAS BEEN DIGITALLY

FURSAN S. MUNJED P.E. NO. 51446

(407) 992-9160

WINTER SPRINGS, FL 32708

SUITE 309

301 WEST STATE ROAD 434

PEGASUS ENGINEERING, LLC

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

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

ON ANY ELECTRONIC COPIES.

AND THE SIGNATURE MUST BE VERFIED

NOT CONSIDERED SIGNED AND SEALED

PRINTED COPIES OF THIS DOCUMENT ARE

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY

THIS DOCUMENT HAS BEEN DIGITALLY

SHEET NO.

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

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

STATE OF

R E

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DIROL

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No 45957

N N

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MREDEIN K

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T-7

T-1A

ON ANY ELECTRONIC COPIES.

AND THE SIGNATURE MUST BE VERFIED

NOT CONSIDERED SIGNED AND SEALED

PRINTED COPIES OF THIS DOCUMENT ARE

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY

THIS DOCUMENT HAS BEEN DIGITALLY

FLORIDA BRIDGE & TRANSPORTATION, INC.

MARK NIEDERMANN , P.E. NO. 45957

(407) 513-9709

ORLANDO, FLORIDA 32804

633 DARTMOUTH STREET

SHEET DESCRIPTIONSHEET NO.

T-1

T-1A

T-2

T-3

T-4 - T-5

T-6

T-8

TABULATION OF QUANTITIES

SIGNALIZATION PLAN SHEETS

MAST ARM TABULATION

GUIDE SIGN WORKSHEET

SIGNATURE SHEET

SHEET NO.

SIGNATURE SHEET

SHEET DESCRIPTION SHEET DESCRIPTION

SIGNATURE SHEET

T-1A

KEY SHEET

SIGNALIZATION GENERAL NOTES

STANDARD MAST ARM DATA TABLE SHEET

SIGNATURE SHEET

T-9

T-1A

SPT BORINGS

STATE OF

R E

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F O

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ESNECI

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DIROL

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No 48303

M

AREEREES OV

E

D

DEVO SEEREERAM, P.E. NO. 48303

(407) 290-2371

ORLANDO, FLORIDA 32808

5500 ALHAMBRA DRIVE

DEVO ENGINEERING

PROJECT NO.

BY DESCRIPTIONDATE

REVISIONS

BY DESCRIPTIONDATE

ROAD

NO.

SHEET

CERTIFICATE OF AUTHORIZATION NO. 27770

TEL. 407-992-9160

WINTER SPRINGS, FLORIDA 32708

301 WEST STATE ROAD 434, SUITE 309

PEGASUS ENGINEERING, LLC

LICENSE # 51446

FURSAN MUNJED, P.E.

ENGINEER OF RECORD:

5/16/2024 1:22:51 PM N:\Projects\FEG18903\11111111295\signals\SIGNSG01.DGN

IMPROVEMENTS

INTERSECTION

FEG-18903

TILDEN ROAD & TINY ROAD

CAUTION

CAUTION

CAUTION

NEW

SIGNAL

TRAFFIC

VARIABLE MESSAGE SIGNS

MESSAGE 1

MESSAGE 2

UNITDESCRIPTION

ITEM NO.

TOTAL

GRAND

FINALORIG.

T-2

650-1-14

650-1-16

AS

AS

665-1-11 PEDESTRIAN DETECTOR (F&I) (STANDARD) EA

684-6-12 EA

670-5-112 AS

663-1-112 EA

660-4-11 EA

649-21-21 EA

646-1-11 ALUMINUM SIGNALS POLE (F&I) (PEDESTAL) EA

641-2-12 EA

639-2-1 ELECTRICAL SERVICE WIRE (F&I) LF

639-1-122 ELECTRICAL POWER SERVICE (UNDERGROUND) (PURCHASED BY CONTRACTOR) AS

102-14 TRAFFIC CONTROL OFFICER MH

102-99 PORTABLE CHANGEABLE MESSAGE SIGN TEMPORARY ED

563-4 ANTI-GRAFFITI COATING, NON-SACRIFICIAL SF

632-7-1 PI

LF

LF

EA

CONDUIT (F&I), (UNDERGROUND)630-2-11

630-2-12 CONDUIT (F&I), (DIRECTIONAL BORE)

635-2-11

653-1-11 PEDESTRIAN SIGNAL (F&I) (LED COUNT-DOWN) (1-WAY) AS

TABULATION OF QUANTITIES

SIGNAL OPERATION.

OF THE STOP BARS. SIGNS SHALL BE ACTIVE THE FIRST WEEK OF

SIGNAL. THESE BOARDS SHALL BE PLACED 400-500' IN ADVANCE

ON BOTH APPROACHES (EAST AND WEST) TO THIS NEW TRAFFIC

NOTE: VARIABLE MESSAGE SIGNS (BOARDS) SHALL BE PROVIDED

TABULATION OF QUANTITIES

SIGNAL CABLE (F&I) (NEW OR RECONSTRUCTED INTERSECTION)

PULL & JUNCTION BOXES (F&I) (PULL BOX) (13" X 24")

PRESTRESSED CONCRETE POLE (F&I) (12' TYPE P-IIA SERVICE POLE)

STEEL MAST ARM ASSEMBLY (F&I) (150 MPH) (SINGLE ARM 78')

VEHICULAR TRAFFIC SIGNAL (F&I) (3-SECTION, 1-WAY) (ALUMINUM)

VEHICULAR TRAFFIC SIGNAL (F&I) (4-SECTION, 1-WAY) (ALUMINUM)

VEHICLE DETECTION SYSTEM (VIDEO) (F&I) (CABINET EQUIPMENT)

660-4-12 EAVEHICLE DETECTION SYSTEM (VIDEO) (F&I) (ABOVE GROUND EQUIPMENT)

663-1-121 EA

700-5-22 INTERNALLY ILLUMINATED SIGN (F&I) (12-18 SF) EA

TRAFFIC CONTROLLER ASSEMBLY (F&I) (NEMA) (INTELIGHT X3)

SIGNAL PRIORITY AND PREEMPTION SYSTEM) (F&I) (GPS) (CABINET ELECTRONICS)

SIGNAL PRIORITY AND PREEMPTION SYSTEM) (F&I) (OPTICAL) (DETECTOR)

663-1-122 EA 1SIGNAL PRIORITY AND PREEMPTION SYSTEM) (F&I) (GPS) (DETECTOR)

685-1-14 EA 1UNINTERRUPTIBLE POWER SUPPLY (F&I) (ONLINE/DOUBLE CONVERSION) (SEPARATE CABINET)

WIRELESS COMMUNICATION DEVICE (F&I) (ETHERNET SUBSCRIBER UNIT)

EA 1CCTV CAMERA (F&I) (DOME PTZ-PRESSURIZED) (IP-HIGH DEFINITION)682-1-113

PROJECT NO.

BY DESCRIPTIONDATE

REVISIONS

BY DESCRIPTIONDATE

ROAD

NO.

SHEET

CERTIFICATE OF AUTHORIZATION NO. 27770

TEL. 407-992-9160

WINTER SPRINGS, FLORIDA 32708

301 WEST STATE ROAD 434, SUITE 309

PEGASUS ENGINEERING, LLC

LICENSE # 51446

FURSAN MUNJED, P.E.

ENGINEER OF RECORD:

5/16/2024 1:22:52 PM N:\Projects\FEG18903\11111111295\signals\TABQSG01.dgn

IMPROVEMENTS

INTERSECTION

FEG-18903

TILDEN ROAD & TINY ROAD

T

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SIGNALIZATION GENERAL NOTES

GENERAL

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

TRANSPORTATION'S STANDARD PLANS, LATEST EDITION. GOVERNING SPECIFICATIONS ARE THE STATE

OF FLORIDA, LATEST EDITION OF STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, AND

SUPPLEMENTS THERETO IF NOTED IN THE SPECIAL PROVISIONS FOR THIS PROJECT.

2. 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 CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY AND PRIOR TO ANY

FURTHER WORK ACTIVITY.

3.THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY DEPARTMENT AT LEAST 48 HOURS IN

ADVANCE OF POLE SETTING OPERATIONS WHERE A CONFLICT WITH OVERHEAD ELECTRICAL CONDUCTORS

IS EXPECTED AND IN ALL CASES WHERE JOINT USE POLES ARE TO BE USED.

4. AT THE TIME OF FINAL PROJECT INSPECTION THE CONTRACTOR SHALL FURNISH TO THE INSPECTOR

THREE COMPLETE SETS OF AS-BUILT PLANS. ONE SET SHALL BE LEFT IN THE CABINET FOR THE LOCAL

MAINTAINING AGENCY, ORANGE COUNTY.

5. THE CONTRACTOR SHALL HAVE AN IMSA LEVEL II CERTIFIED SIGNAL TECHNICIAN ON CALL WITHIN A

MAXIMUM OF TWO HOURS RESPONSE TIME.

6. THE CONTRACTOR SHALL NOTIFY ORANGE COUNTY TRAFFIC OPERATIONS (407-836-7890) AT LEAST 24

HOURS IN ADVANCE OF INSTALLING GROUND RODS, UNDERGROUND CONDUIT, MAST ARM FOUNDATIONS

OR SETTING POLES SO THAT THESE OPERATIONS MAY BE OBSERVED.

7. UNLESS OTHERWISE NOTED, ALL REMOVED EQUIPMENT EXCEPT CONCRETE POLES SHALL BE DELIVERED

TO ORANGE COUNTY TRAFFIC OPERATIONS 4200 SOUTH JOHN YOUNG PKWY, ORLANDO FLORIDA 32839.

8.NEW TRAFFIC SIGNALS SHALL INITIALLY OPERATE IN FLASH MODE FOR AT LEAST 7 CONSECUTIVE DAYS

PRIOR TO NORMAL OPERATION AND SCHEDULED FOR INSPECTION FOR PLACING INTO NORMAL OPERATION

ON MONDAY, TUESDAY, OR WEDNESDAY.

9. THE CONTRACTOR SHALL NOTIFY ORANGE COUNTY TRAFFIC ENGINEERING AT 407-836-7890 THAT A

SIGNAL IS READY FOR INITIAL INSPECTION. TRAFFIC ENGINEERING WILL COMPLETE INITIAL INSPECTION

WITHIN 7 DAYS OF NOTIFICATION AND ALLOW THE SIGNAL TO BE TURNED ON FLASHING MODE IF

DETERMINED TO BE READY FOR FULL OPERATION. TRAFFIC ENGINEERING WILL ALLOW THE SIGNAL TO BE

TURNED ON TO FULL OPERATION WHEN AUTHORIZED BY THE ENGINEER.

10.

TRAFFIC CONTROL SIGNALS AND DEVICES.

11. VARIABLE MESSAGE SIGNS SHALL BE PROVIDED ON BOTH MAIN STREET APPROACHES, PLACED 350-500' IN

ADVANCE OF THE STOP BARS. SIGN SHALL BE ACTIVE THE FIRST WEEK OF SIGNAL OPERATION MESSAGING

TO READ: NEW SIGNAL AHEAD - PREPARE TO STOP.

CABLE

1. UNDER NO CIRCUMSTANCES SHALL ENERGIZED CABLE BE PLACED IN THE SAME CONDUIT OR PULL BOX AS

DETECTION CABLE.

2.

BE USED TO FACILITATE THE PULLING OF THE CABLE.

3.

SPECIFICATIONS.

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

5. CABLE EXTERNAL UV SHEATHING SHALL RUN INTO SIGNAL HEAD ASSEMBLY ON MAST ARM MOUNTED

ASSEMBLY.

CONTROLLER ASSEMBLY

1.

SPECIFIED IN THE PLANS.

2.

BE PROHIBITED.

3. THE CONTROLLER BASE AND SERVICE PAD SHALL BE A MONOLITHIC CONCRETE POUR WITH 4 INCHES

MINIMUM / 8 INCHES MAXIMUM ABOVE FINISHED GRADE AND MUST NOT BE PLACED IN LOW LYING

WATER RETENTION AREA.

4.

CONDITIONS DO NOT PERMIT.

5. THE CONTROLLER ASSEMBLY SHALL BE TS-2 TYPE 1 AND SHALL BE COMPATIBLE WITH ORANGE COUNTY'S

SIGNAL SYSTEM.

6. A MANUAL PUSH CORD SHALL BE FURNISHED PER FOOT SPECIFICATION 676-3.3.

7. THE SIGNAL CONTROLLER SHALL BE INTELIGHT X3 - NEMA TS 2 TYPE 2 ATC CONTROLLER W/ MAXTIME LOCAL

SOFTWARE.

8. ALL CABINETS SHALL HAVE IN PLACE UPON INSPECTION OF INTERSECTION A CYBERLOCK SYSTEM, INCLUDING:

ALL CABLE SHALL BE PULLED IN THE CONDUIT WITH A CABLE GRIP DESIGNED TO PROVIDE A FIRM

HOLD ON THE EXTERIOR COVERING OF THE CABLE. A WINCH WITH A SLIP CLUTCH SHALL BE USED

TO INSURE THAT THE ALLOWABLE TENSION UNIT IS NOT EXCEEDED. AN APPROVED LUBRICANT SHALL

THE CONTRACTOR SHALL VERIFY COLOR CODES FOR BOTH SIGNAL AND INTERCONNECT CABLE WITH

ORANGE COUNTY BEFORE ORDERING. WIRING DIAGRAMS SHALL BE IN ACCORDANCE WITH ORANGE COUNTY

WEATHERPROOF TAGS THAT ARE SECURELY ATTACHED TO EACH CABLE. THE TAGGING SYSTEM

PROPOSED SHALL BE SUBMITTED FOR APPROVAL WITH THE OTHER EQUIPMENT SUBMITTALS REQUIRED

FOR THIS PROJECT. FIELD WIRING IDENTIFICATION MUST INCLUDE ALL DETECTION PULL BOXES, MAST ARM

HAND HOLES, ETC.

GROUND MOUNTED CONTROLLER CABINETS SHALL BE TYPE 6 WITH 67" HEIGHT, UNLESS OTHERWISE

THE MOUNTING OR ATTACHMENT OF THE ELECTRICAL SERVICE TO THE TRAFFIC SIGNAL CABINET SHALL

THE CABINET DOOR SHALL OPEN AWAY FROM THE INTERSECTION UNLESS SPECIFIED OTHERWISE OR

KEY, CABINET LOCK, KEY BATTERY, CK MASTER KEY, AND MAINTENANCE BRUSH.

MAINTENANCE OF TRAFFIC

1.

AND WILL NOT BE PAID SEPARATELY.

2.

IF THE ABOVE IS NOT

USED WITH THE APPROVAL OF THE ENGINEER.

3. EXISTING SIGNALIZATION SHALL REMAIN IN PLACE TO THE EXTENT POSSIBLE AND SHALL BE USED

FOR THE MAINTENANCE OF TRAFFIC AS REQUIRED. THE MAINTENANCE OF EXISTING SIGNALS,

UNTIL REMOVED, SHALL REMAIN THE RESPONSIBILITY OF THE CONTRACTOR.

CONDUITS

1.

SECTION 2-4 OF THE FDOT SPECIFICATIONS.

2. AS DIRECTED BY THE PROJECT ENGINEER, THE CONTRACTOR SHALL ADJUST CONDUIT

3. ALL CONDUITS TO BE INSTALLED UNDER PAVEMENT OR SIDEWALK SHALL BE INSTALLED PRIOR TO

THE INSTALLATION OF THE BASE COURSE.

4.

PLANS.

5.

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

USE AND PROHIBITED FROM EXTERNAL ABOVEGROUND ATTACHMENT TO STEEL POLES.

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

7. FOUR SPARE CABINET CONDUITS SHALL BE STUBBED AND CAPPED TO INCLUDE PULL STRING IN

THE NEAREST PULL BOX.

PULL BOXES

1.

2. UNLESS SPECIFIED OTHERWISE, ALL PULL BOX COVERS TO BE FURNISHED AND INSTALLED SHALL

BE NON-METALLIC.

3. UNLESS INDICATED OTHERWISE ON THE PLANS, ALL PULL BOXES SHALL HAVE THE LID EMBOSSED

WITH "TRAFFIC SIGNAL" OR "FIBER OPTIC".

4. PULL BOXES SHALL NOT BE PLACED IN SIDEWALK OR CORNER TURN RADIUS UNLESS CONDITIONS

WILL NOT PERMIT, AND ARE PROHIBITED FROM INSTALLATION IN ROAD OR DRIVEWAY.

5. LIDS SHALL BE PAINTED ORANGE FOR COMMUNICATION AND RED FOR SIGNAL SYSTEMS UPON

SIGNAL INSPECTION WITH LONG LASTING EXTERIOR GRADE PAINT.

MAST ARMS

IF A COLOR FINISH COATING ON THE TRAFFIC SIGNAL MAST ARMS/POLES IS SPECIFIED, IT SHALL

BE A TRIGLYCIDYL ISOCYANURATE OR URETHANE POLYESTER POWDER, FEDERAL STANDARD

AND CURED BY HEATING. IF A FINISH IS NOT SPECIFIED, THEN THE SURFACES SHALL BE

GALVANIZED ONLY.

PEDESTAL POLES

ELECTRICAL POWER SERVICE

PREEMPTION

MOUNTED ON CONTROLLER POLE UNLESS CONDITIONS DO NOT ALLOW (AVOID CABINET MOUNTING.)

FOR BEACONS. ALL 120V OR 120/240V FROM POWER COMPANY.

6 POSITION MINIMUM BREAKER BOX WITH ALL POSITIONS WIRED HOT FOR FUTURE (SQUARE D BRAND

POLES, SCHEDULE 80 FOR TALLER (10" +) POLES THAT INCLUDE SIGNAL HEAD INDICATIONS.

4.5" DIAMETER POLE WITH PEDESTAL BASE, COLLAR REQUIRED. SCHEDULE 40 FOR PED SIGNAL ONLY

WHENEVER SIGNAL WORK IS BEING PERFORMED AT AN INTERSECTION (INSTALLING CONDUIT

IN THE STREET, REMOVING EXISTING SIGNAL EQUIPMENT, INSTALLING NEW SIGNAL

EQUIPMENT, INSTALLING LOOPS AND RUNS, AND TURNING ON NEW SIGNALS) WHERE A

LANE IS CLOSED AN OFF-DUTY LAW ENFORCEMENT OFFICER SHALL DIRECT TRAFFIC. THE

COST OF THE OFF-DUTY LAW ENFORCEMENT OFFICER SHALL BE INCIDENTAL TO THE WORK

DURING NON-WORKING HOURS, NO EQUIPMENT, VEHICLES OR MATERIAL SHALL BE PARKED

OR STORED WITHIN 30 FEET OF THE ROADWAY CARRYING TRAFFIC.

POSSIBLE, A STORAGE AREA WITH PROPER DELINEATION AND ADVANCED WARNING SHALL BE

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

INSTALLED BY JACKING OR TRENCHING. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO

EXAMINE JOB SITE CONDITIONS BEFORE SUBMITTING BID PROPOSALS IN ACCORDANCE WITH

VERTICALLY TO AVOID ANY POSSIBLE CONFLICTS WITH UNDERGROUND UTILITIES.

ALL CONDUIT SHALL BE SCHEDULE 40, 2 INCH DIA. MINIMUM UNLESS OTHERWISE SPECIFIED IN

THE CONTRACTOR SHALL INSTALL A CONDUIT STUB WITH CAP A MINIMUM OF 12 INCHES

OUTSIDE THE POLE FOOTING COMPLETE WITH SWEEP UP INTO THE POLE, IN EACH CONDUIT

ENTRANCE IN THE POLE. THE FOOTING, TOP OF SIDEWALK, SIDE OF POLE, ETC. SHALL BE MARKED

PUTTY AFTER WIRING IS COMPLETE.

PULL BOXES SHALL BE PLACED BEHIND CURB AND GUTTER. IF THERE IS NO CURB AND GUTTER, THEN PULL BOXES SHALL BE PLACED AT LEAST 7 FEET FROM THE EDGE OF PAVEMENT.

COLOR FS 27038 (SEMI-GLOSS BLACK).THE COATING SHALL BE ELECTROSTATICALLY APPLIED

PREFERRED). METER CAN BYPASS HANDLE REQUIRED FOR ALL TRAFFIC SIGNAL SERVICES, PREFERRED

OPTICAL AND GPS SYSTEM (GTT) TO INCLUDE ASSOCIATED PANELS, CABLE AND ANTENNA. ANTENNA

CABINET RACKS SHALL PROVIDE FOR CARD INTEGRATION (AVOID RETROFIT RACKS.)

1.

2. UNLESS INDICATED OTHERWISE ALL SIGNAL HEADS SHALL BE BLACK ALUMINUM WITH

TUNNEL VISORS AND REFLECTORIZED BACK-PLATES. ALL DARK INSTALLED SIGNAL

INDICATIONS NOT IN OPERATION SHALL BE COVERED, TO INCLUDE REFLECTORIZED BACK-

PLATES.

3. ALL SIGNAL INDICATIONS SHALL BE LED. LED SIGNAL PRODUCT INFORMATION SHALL BE

SUBMITTED TO ORANGE COUNTY FOR APPROVAL.

DETECTION

1.

2.

3.

PUSH BUTTONS SHALL BE ELECTRONIC WITH AUDIBLE/VISUAL ACKNOWLEDGEMENT.

ALL AERIAL DETECTION FIELD IMPLEMENTATION MUST BE CONFIRMED BY DETECTION

MANUFACTURER FOR DESIGN PLACEMENT AND INSTALLATION.

INTERNALLY ILLUMINATED SIGNS

1. THE CONTRACTOR SHALL INSTALL AND TEST IN PLACE THE INTERNALLY ILLUMINATED

ACCEPTANCE. THE SIGNS SHALL BE BREAKERED SEPARATELY FROM THE SIGNAL CABINET

AND SHALL BE CONTROLLED BY ONE MASTER PHOTOCELL.

2.

STATED OTHERWISE IN THE PLANS, AND SHALL BE ILLUMINATED WITH WHITE LEDS.

3.

SHALL BE DESIGNED TO SUPPORT A SIGN WEIGHING 75 LBS.

4. SIGN ARMS ARE REQUIRED TO HAVE 1" DIAMETER HOLE 12" FROM EACH END OF THE ARM

ON THE BOTTOM FOR CABLE ACCESS, PREFER ADJUSTABLE CONNECTION POINT TO

ALLOW ARM ALIGNMENT FOR SIGN WITH ASSOCIATED ROADWAY, OTHERWISE TO FDOT

UNINTERRUPTIBLE POWER SUPPLY

SIGNAL HEADS

ALL NEW VEHICLE DETECTION SHALL BE IN COMPLIANCE WITH FDOT DISTRICT 5

DURING TRAFFIC SIGNAL FLASHING OPERATION THE RED ARROW INDICATION OF ALL

3-SECTION LEFT TURN HEADS SHALL FLASH. UNLESS SPECIFIED OTHERWISE, FLASHING

OPERATION SHALL BE AMBER FOR MOVEMENTS 2 & 6 AND RED FOR MOVEMENTS 4 & 8.

STREET NAME SIGNS. THE SIGNS ARE TO BE BURNED IN FOR 60 DAYS BEFORE FINAL

ALL INTERNALLY ILLUMINATED STREET NAME SIGNS SHALL BE DOUBLE FACED UNLESS

STANDARDS. NO SINGLE POINT ATTACHMENT SIGN HANGER PERMITTED.

THE SUPPORT ARM AND BRACKET FOR INTERNALLY ILLUMINATED STREET NAME SIGNS

12.ALL EQUIPMENT SHALL BE PER ORANGE COUNTY STANDARDS.

4. VIDEO DETECTION SHALL BE ITERIS VANTAGE NEXT.

CCTV CAMERAS

ALL CCTV CAMERAS SHALL BE BOSCH - AUTODOME VG5-ITS1080P-30X6 W/ 24V POWER SUPPLY.

WIRELESS COMMUNICATION SYSTEMS

1.

2.

ALL UNINTERRUPTIBLE POWER SUPPLIES SHALL BE ALPHA MODEL FXM1100.

WIRELESS COMMUNICATION DEVICE SHALL BE MIOVISION SMARTLINK.

THE CONTRACTOR SHALL COMPLY WITH FDOT DISTRICT 5 ACCEPTANCE PROCEDURES FOR

SMART SIGNAL STANDARD.

ALL WIRELESS COMMUNICATION SYSTEMS SHALL COMPLY WITH FDOT DISTRICT 5 STANDARDS.

PROJECT NO.

BY DESCRIPTIONDATE

REVISIONS

BY DESCRIPTIONDATE

ROAD

NO.

SHEET

CERTIFICATE OF AUTHORIZATION NO. 27770

TEL. 407-992-9160

WINTER SPRINGS, FLORIDA 32708

301 WEST STATE ROAD 434, SUITE 309

PEGASUS ENGINEERING, LLC

LICENSE # 51446

FURSAN MUNJED, P.E.

ENGINEER OF RECORD:

5/16/2024 1:22:53 PM N:\Projects\FEG18903\11111111295\signals\GNNTSG01.dgn

IMPROVEMENTS

INTERSECTION

FEG-18903

TILDEN ROAD & TINY ROAD

T

F I C I A

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H I S

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F .A

PROJECT NO.

BY DESCRIPTIONDATE

REVISIONS

BY DESCRIPTIONDATE

ROAD

NO.

SHEET

CERTIFICATE OF AUTHORIZATION NO. 27770

TEL. 407-992-9160

WINTER SPRINGS, FLORIDA 32708

301 WEST STATE ROAD 434, SUITE 309

PEGASUS ENGINEERING, LLC

LICENSE # 51446

FURSAN MUNJED, P.E.

ENGINEER OF RECORD:

5/16/2024 1:22:54 PM N:\Projects\FEG18903\11111111295\signals\PLANSG01.DGN

IMPROVEMENTS

INTERSECTION

FEG-18903

TILDEN ROAD & TINY ROAD

T

F I C I A

L

R

E C

O

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

G I T

A L L

Y

S I G

N

D

S

E A

L

D E

R

R

U L E

G .0

F .A .C

421+00 22+00 23+00

24+00 25+00 te

E Gte

RR

RR

G

G te

COM

COM

FO

FO

ARV

NPW

NPW NPW

NPW

NPW

:5

1:5 1:5

P4

V

C D

CD1

CD2V

B

A

P4

P2 P2

V P8

P8

C

N

10 30

Feet

635-2-11 (14 EA)

122.74

ELEV.

641-2-12 (1 EA)

639-2-1 (120 LF)

639-1-122 (1 AS)

(3 RUNS)

630-2-12 (55 LF)

630-2-11 (20 LF)

646-1-11 (1 EA)

T-4

SIGNALIZATION PLAN SHEET

R/W LINE R/W LINE

R/W LINE

R/W LINE

R/W LINE

R/W LINE

EASEMENT

¡ CONST. TILDEN RD

POSTED SPEED = 45 MPH

TILDEN ROAD

P O

S T

E D

S

P E

E D

M P

H

T I N

Y

R

O A

D

630-2-11 (20 LF)

646-1-11 (1 EA)

630-2-11 (25 LF)

646-1-11 (1 EA)

630-2-11 (20 LF)

646-1-11 (1 EA)

(3 RUNS)

630-2-12 (110 LF)

¡ CONST. TINY RD

663-1-112 (3 EA)

OPTICOM

630-2-11 (35 LF)

646-1-11 (1 EA)

DZ 6

630-2-11 (60 LF)

649-21-21 (1 EA)

GROUND ELEV. 122.50

TOP OF FOUND. ELEV. 122.75

OFF. 41.68' RT

STA. 23+69.16

POLE "A"

MB-1

(3 RUNS)

630-2-11 (130 LF)

630-2-12 (80 LF)

(BY DUKE ENERGY)

W/TRANSFORMER 120/240V

NEW POWER POLE

POWER SOURCE

630-2-11 (20 LF)

646-1-11 (1 EA)

630-2-11 (20 LF)

646-1-11 (1 EA)

660-4-12 (3 EA)

CAMERA (TYP.)

VIDEO DETECTION

21+00

685-1-14 (1 EA)

630-2-11 (20 LF)

663-1-122 (1 EA)

682-1-113 (1 EA)

684-6-12 (1 EA)

563-4 (96 SF)

630-2-11 (100 LF)

632-7-1 (1 PI)

660-4-11 (1 EA)

663-1-121 (1 EA)

670-5-112 (1 AS)

REVISIONS

BY DESCRIPTIONDATE

ROAD

NO.

SHEET

CERTIFICATE OF AUTHORIZATION NO. 27770

TEL. 407-992-9160

WINTER SPRINGS, FLORIDA 32708

301 WEST STATE ROAD 434, SUITE 309

PEGASUS ENGINEERING, LLC

LICENSE # 51446

FURSAN MUNJED, P.E.

ENGINEER OF RECORD:

5/16/2024 1:22:55 PM N:\Projects\FEG18903\11111111295\signals\PLANSG01A.DGN

IMPROVEMENTS

INTERSECTION

FEG-18903

TILDEN ROAD & TINY ROAD

T

F I C I A

L

R

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O

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H I S

S

H E

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I S

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F I

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A L L

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S I G

N

D

S

E A

L

D E

R

R

U L E

G .0

F .A .C

421+00 22+00 23+00

24+00 25+00 te

E Gte

RR

RR

G

G te

COM

COM

FO

FO

ARV

NPW

NPW NPW

NPW

NPW

:5

1:5 1:5

V

C D

CD1

CD2V

V

C

N

10 30

Feet

T-4A

SIGNALIZATION PLAN SHEET

R/W LINE R/W LINE

R/W LINE

R/W LINE

R/W LINE

R/W LINE

EASEMENT

¡ CONST. TILDEN RD

POSTED SPEED = 45 MPH

TILDEN ROAD

P O

S T

E D

S

P E

E D

M P

H

T I N

Y

R

O A

D

¡ CONST. TINY RD

21+00

VDZ5B

VDZ5A

CH 1VDZ6A

LEGEND

6' X 12'

6' X 50'

DETECTION SETUP-VIDEO

CH 8VDZ1A

CH 2 CH 3VDZ6B VDZ6C

CH 9VDZ1B

CH 10 VDZ2AVDZ2BVDZ2C

V D

Z

C V

D Z

A

V D

Z

D V

D Z

B

C H

C H

C H

C H

CH 11CH 12

150'

330'

100'

15'

150'

330'

221'

REVISIONS

BY DESCRIPTIONDATE

ROAD

NO.

SHEET

CERTIFICATE OF AUTHORIZATION NO. 27770

TEL. 407-992-9160

WINTER SPRINGS, FLORIDA 32708

301 WEST STATE ROAD 434, SUITE 309

PEGASUS ENGINEERING, LLC

LICENSE # 51446

FURSAN MUNJED, P.E.

ENGINEER OF RECORD:

5/16/2024 1:22:55 PM N:\Projects\FEG18903\11111111295\signals\PLANSG02.DGN

IMPROVEMENTS

INTERSECTION

FEG-18903

TILDEN ROAD & TINY ROAD

T

F I C I A

L

R

E C

O

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

G I T

A L L

Y

S I G

N

D

S

E A

L

D E

R

R

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G .0

F .A .C

T-5

SIGNALIZATION PLAN SHEET

Vehicles

Watch For

START CROSSING

If Started

Finish Crossing

DON'T START

To Finish Crossing

TIME REMAINING

DON'T CROSS

STEADY

TIMER

FLASHING

PROPOSED SIGNAL HEAD DETAILS

3-SECT., 1-WAY

R

G

Y

PED. SIGNAL

COUNT-DOWN

665-1-11

PEDESTRIAN SIGN DETAILS

FTP-68B-06

NAMES PRIOR TO FABRICATION.

* CONTRACTOR SHALL VERIFY STREET

Vehicles

Watch For

START CROSSING

If Started

Finish Crossing

DON'T START

To Finish Crossing

TIME REMAINING

DON'T CROSS

STEADY

TIMER

FLASHING

FTP-68B-06

(ALL SIGNAL HEADS SHALL INCLUDE REFLECTIVE BACKPLATES AND VISORS)

(ALL DISPLAYS SHALL BE LED)

PROPOSED OVERHEAD SIGNS

INTERNALLY ILLUMINATED

4 EA

TIMING FUNCTION

MINIMUM GREEN

PED. CLEARANCE

EXTENSION

MAXIMUM GREEN 1

MAXIMUM GREEN 2

YELLOW CLEARANCE

ALL RED

PEDESTRIAN WALK

RECALL

MOVEMENT NUMBER

T

IM

IN

G

N C

T

IO

N

INITIAL CONTROLLER TIMINGS

45 45

MIN MIN

THE PROJECT ENGINEER.

FIELD ADJUSTING AS DIRECTED BY

TIMINGS ARE INITIAL AND MAY REQUIRE

42 61

2.0 2.0 2.0

650-1-14

P

2 EA

2.0

1-SECT., 1-WAY

653-1-11 6 AS

6 EA

P2

P4

3.0 3.0 3.0 3.5

4.8 4.8 4.8

DOUBLE SIDED

A

1 EA

4-SECT., 1-WAY

650-1-16

02 03

P2

TILDEN ROAD

TO CROSS

PUSH BUTTON

TINY ROAD

TO CROSS

PUSH BUTTON

700-5-22 (1 EA)

15 15

4.5

7 EA

S.O.P. 12

MOVEMENT CHART

R

Y

FY

G

SR

SY

FY

SG

01A

01B

OR

9'

2'

DOUBLE SIDED

700-5-22 (1 EA)

9'

2'

B

4. SIGNS SHALL USE TRANSPARENT/TRANSLUCENT REFLECTIVE SHEETING.

3. SIGNS SHALL BE ILLUMINATED BY WHITE LED LAMPS.

COUNTY VERIFICATION REQUIRED PRIOR TO FABRICATION.

2. BACKGROUND COLOR: GREEN. LEGEND AND BORDER COLOR: WHITE.

NOTE: 1. CONTRACTOR SHALL VERIFY STREET NAMES PRIOR TO FABRICATION OF SIGNS.

2P8

P

REVISIONS

BY DESCRIPTIONDATE

ROAD

NO.

SHEET

CERTIFICATE OF AUTHORIZATION NO. 27770

TEL. 407-992-9160

WINTER SPRINGS, FLORIDA 32708

301 WEST STATE ROAD 434, SUITE 309

PEGASUS ENGINEERING, LLC

LICENSE # 51446

FURSAN MUNJED, P.E.

ENGINEER OF RECORD:

5/16/2024 1:22:56 PM N:\Projects\FEG18903\11111111295\signals\Mastarm Tabulation.dgn

IMPROVEMENTS

INTERSECTION

FEG-18903

TILDEN ROAD & TINY ROAD

T

F I C I A

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I S

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G .0

F .A .C

G

Y

R

G

Y

R

G

Y

R

G

Y

R

G

Y

R

124 3

* DENOTES NUMBER OF SECTIONS IN SIGNAL HEAD ASSEMBLY

NO.

SHEET

NO.

ID

NO.

ARM

RDWY

ELEV.

CROWN

90/270

DUAL ARMS

� BETWEEN

SPECIAL INSTRUCTIONS

SIGN DATA

BUTTON

PED.

SIGNALS

PED.

LOCATION

HANDHOLE

NO.

ID

DISTANCE FROM POLE DISTANCE FROM POLE / HEIGHT AND WIDTH OF SIGN

A H1 W1 B H2 W2 C H3 W3 D H4

COLOR

PAINT

W4

(ARM M.H.)

HEIGHT

MOUNTING

ARM

TOP OF FOUNDATION ELEVATION

W2W3

H3 H2H4

W4

TOTAL ARM LENGTH

W5

H5

SIGNAL DATA

LENGTH

ARM

TOTAL

M.H.

ARM

BY STA.

LOCATION

ELEVATION

FOUNDATION

TOP OF

(Y/N)

PLATES

BACK

(Y/N)

SIGNAL

PED.

(V/H)

SIGNAL

1 * 2 * 3 * 4 * 5 *

1A V Y N

A

122.75 3122.74 3

T-6

33.6 44.0 78.0 20.5

S I G

N

SIGN SIGN SIGN

STREET ID

SOUTHEAST

ABCD

*6

49.3 3 52.7 4 63.3 3 67.3 323+69.16, 41.68' (RT.)

MAST ARM TABULATION

T-4

*7

73.6 3 GALVANIZED

5/16/2024sean N:\Projects\FEG18903\11111111295\struct\StandardMastArmDataTable01.DGN1:22:57 PM

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEET

PROJECT NO.

FEG-18903

ROAD NO.

IMPROVEMENTS

INTERSECTION

D r a w n

B y

S

W

D e s ig n e d

B y

D W

(407) 513-9709

ORLANDO, FL 32804

633 DARTMOUTH STREET

FBT-FLORIDA BRIDGE AND TRANSPORTATION, INC.

P.E. LICENSE NUMBER 45957

MARK NIEDERMANN, P.E.

C h e c k e d

B y

D

C h e c k e d

B y

D

TILDEN ROAD & TINY ROAD

T-7

STD MAST ARM DATA TABLE

STANDARD MAST ARM ASSEMBLIES DATA TABLE TABLE DATE 11-01-16

NUMBERS

ID

STRUCTURE

DESIGNATION

FIRST ARM SECOND ARM

(DEG)

UF

(DEG)

LL

POLE

ID

SHAFT

DRILLED

ID

ARM

(FT.)

FAA

ID

ARM

(FT.)

SAA

ID

POLE

(FT.)

UAA

(FT.)

UB

POLE A A78/S/H - P6/S A78/S/H P6/S 23.5 20.5 DS/20/5.0

NOTES [NOTES DATE 11-01-16]:

1. IF AN ENTRY APPEARS IN COLUMN FAA, A SHORTER ARM IS REQUIRED. THIS IS OBTAINED BY REMOVING LENGTH FROM THE ARM TIP

AND THE ARM LENGTH SHORTENED FROM FA TO FAA. SAA SIMILAR.

2. IF AN ENTRY APPEARS IN COLUMN UAA, A SHORTER POLE IS REQUIRED. THIS IS OBTAINED BY REMOVING LENGTH FROM THE POLE TIP

AND THE POLE HEIGHT SHORTENED FROM UA TO UAA.

3. WORK THIS SHEET WITH THE SIGNAL DESIGNER’S “MAST ARM TABULATION”. SEE “MAST ARM TABULATION” FOR SPECIAL INSTRUCTIONS

THAT INCLUDE NON-STANDARD HANDHOLE LOCATION, PAINT COLOR, TERMINAL COMPARTMENT REQUIREMENT, AND PEDESTRIAN FEATURES.

4. WORK WITH INDEXES 649-030 AND 649-031.

5. DESIGN WIND SPEED = 150 MPH IN ACCORDANCE WITH THE JANUARY 2024 STRUCTURES MANUAL.

FOUNDATION NOTES [NOTES DATE 01-01-12]:

1. DESIGN BASED ON BORING TAKEN ON 12/05/17 SEALED BY DEVO ENGINEERING.

2. ASSUMPTIONS AND VALUES USED IN DESIGN:

SOIL TYPE = COHESIONLESS

SOIL LAYER THICKNESS = 30 FT.

SOIL FRICTION ANGLE = 27 DEG.

SOIL UNIT WEIGHT = 50 PCF

SPT N-VALUE = 13 BLOWS/FT.

DESIGN WATER TABLE = 0 FT. BELOW SURFACE

REVISIONS

BY DESCRIPTIONDATE

ROAD

NO.

SHEET

CERTIFICATE OF AUTHORIZATION NO. 27770

TEL. 407-992-9160

WINTER SPRINGS, FLORIDA 32708

301 WEST STATE ROAD 434, SUITE 309

PEGASUS ENGINEERING, LLC

LICENSE # 51446

FURSAN MUNJED, P.E.

ENGINEER OF RECORD:

5/16/2024 1:22:58 PM N:\Projects\FEG18903\11111111295\signals\GSWKSG01.DGN

IMPROVEMENTS

INTERSECTION

FEG-18903

TILDEN ROAD & TINY ROAD

T

F I C I A

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R

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O

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H I S

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H E

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D E

R

R

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G .0

F .A .C

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

ORANGE CO. LOGO

GUIDE SIGN WORKSHEET

A 1

9'-0" 1" none

2'-0" 1.5"

White White

Green

B 1

9'-0" 1" none

2'-0" 1.5"

White White

Green

5" 93.5" 9.5"

9'-0"

4"

16"

4"

6"

12"EM

6"

BORDER

R=1.5"

TH=1"

5" 95" 8"

9'-0"

4"

16"

4"

6"

12"E

6"

BORDER

R=1.5"

TH=1"

T-8

ORANGE CO. LOGO

5 4 14.7 160

27.7

T

10.6 i

4.3 l d

9.2 e n

7.4

11.3 d

7.4 8

L

72.2 29.2

T

11.8 i

7.2 n

11.4 y

10.2

11.9

5 4 14.7 160 d

7.9 9.5

69.4

SHEET T-9

T

F I C I A

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R

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H I S

S

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G .0

F .A

REVISIONS

BY DESCRIPTIONDATE

ROAD

NO.

SHEET

5/16/2024 1:23:08 PM N:\Projects\FEG18903\11111111295\signals\SSDTSG01.dgn

IMPROVEMENTS

INTERSECTION

FEG-18903

TILDEN ROAD & TINY ROAD

T-10

SUBSURFACE UTILITY INFORMATION

FOR INFORMATION PURPOSES ONLY