Lake_Apopka_Connector_Trail_Signal_Plans.pdf

DESCRIPTION

INDEX OF SHEETS

SHEET

CONSTRUCTION PLANS FOR

ORANGE COUNTY, FLORIDA

PREPARED BY:

SHEET

OF

DATE BYREVISIONS

LOCATION MAP

CHRISTMAS

SEMINOLE COUNTY

OSCEOLA COUNTY

ORLANDO

INTERNATIONAL

AIRPORT

L A

K E C

O U

N T

Y

WINTER

GARDEN

ORLANDO

LAKE COUNTY

B R

E V

A R

D C

O U

N T

Y

PROJECT

LOCATION

OSCEOLA COUNTY

LAKE APOPKA

GALLOWAY DR.

1-4

I-4

FLORIDA

TPK

E-W

E

W

N.T.S.

CHANGED DUE TO REPRODUCTION.

NOTE: THE SCALE OF THESE PLANS MAY HAVE

LAKE APOPKA CONNECTOR TRAIL

VICINITY MAP

N.T.S.

N.T.S.

407-905-3376

407-532-8509

972-729-6322

407-836-7900

SEC. TWP. RGE. E.24S28,29,33

CHARTER COMMUNICATIONS

DUKE ENERGY

ORANGE COUNTY PUBLIC WORKS

407-656-2734

561-683-2729AT&T

352-516-3824

850-599-1444

COMCAST CABLE COMMUNICATIONS

DESIGNED BY:

DRAWN BY :

CHECKED BY:

APPROVED BY:

DATE:

DATE:

DATE:

DATE:

CONTRACT NO:

DISTRICT 2

DISTRICT 3

DISTRICT 4

DISTRICT 5

DISTRICT 6

MAYRA URIBE

VICTORIA P. SIPLIN

MARIBEL GOMEZ CORDERO

CHRISTINE MOORE

EMILY BONILLA

JERRY L. DEMINGS, COUNTY MAYOR

FINANCIAL PROJECT ID: 441447-1-58-01

JOE KUNKEL PUBLIC WORKS DIRECTOR

BOARD OF COUNTY COMMISSIONERS

CONTRACT NO. : Y23-706-MB

NICOLE WILSON DISTRICT 1

R E

R E

T-21 S

T-22 S

R E

R E

T-21 S

T-22 S

CENTURY LINK

407-836-6850

407-690-5337CENTRAL FLORIDA EXPRESSWAY

407-703-1731

407-554-7238

CITY OF APOPKA

CITY OF OCOEE

LAKE APOPKA NATURAL GAS DISTRICT

ORANGE COUNTY UTILITIES

MCI COMMUNICATIONS

UTILITIES ENCOUNTERED

L.

Sims

24 19

32 34

MAGNOLIA

PARK

MitchellL.

L.

Lee

Marden

L.

Cora

Trout

.dR eneeK d

R n e dr a M

L.Apopka

L.

P:\Projects20\20-0318.000_Orange_Co-Lake_Apopka_Trail_Connector_SU\Signals\keyssg01.dgnJLe 10/5/2023 2:27:44 PM Default

DISTRICT NO: 2

SCIENTISTSENGINEERS SURVEYORS PLANNERS

DRMP, INC.

941 LAKE BALDWIN LANE, ORLANDO, FLORIDA 32814

PHONE: (407) 896-0594 FAX: (407) 896-4836

T-1 KEY SHEET

SIGNATURE SHEETT-2

TABULATION OF QUANTITIES

GENERAL NOTES

SIGNALIZATION PLAN

T-3

T-5 - T-6

T-1

T-6

SIGNALIZATION PLANS

T H

E

O F

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T-4

BID PLAN SUBMITTAL

STA. 1001+06.60

BEGIN PROJECT

STA. 3067+36.16

END PROJECT

STA. 2054+00.95

BEGIN TRAILSTA. 1053+65.13

END TRAIL

STA. 2054+09.02

END TRAIL

STA. 3001+00.00

BEGIN TRAIL

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEET

ORLANDO, FL 32814

941 LAKE BALDWIN LANE

DRMP, INC.

P.E. NO.: 68240

JAMES W. HIGHLAND, P.E.

(407) 836-7908

ORLANDO, FLORIDA 32839-9205

4200 SOUTH JOHN YOUNG PARKWAY

ENGINEERING DIVISION

ORANGE COUNTY PUBLIC WORKS

P lo t t e d

B y J L e

:5

:5

P

M P

P r o j e c t s .0

O r a n g e

C o L a k e

A p o p k a

T r a il

C o n n e c t o r S

U S ig n a ls S I G

N S

G .d g n

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

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

SHEET NO. SHEET DESCRIPTION

STATE OF

R E

E

NI

G

NE LANOI

S S

E

F O

R P

ESNECI

L

A

DIROL

F

No 68240

D

N

ALHGIH .W SE

M

A J

ON ANY ELECTRONIC COPIES.

AND THE SIGNATURE MUST BE VERIFIED

NOT CONSIDERED SIGNED AND SEALED

PRINTED COPIES OF THIS DOCUMENT ARE

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY

JAMES W. HIGHLAND, P.E. NO. 68240

ORLANDO, FL 32814

DRMP, INC.

T-2

SIGNATURE SHEET

SIGNALIZATION PLAN

GENERAL NOTES

TABULATION OF QUANTITIES

SIGNATURE SHEET

KEY SHEET

T-5 - T-6

T-4

T-3

T-2

T-1

SIGNALIZATION PLANS

DATE DESCRIPTION

DRMP, INC.

P.E. NO.: 68240

JAMES W. HIGHLAND, P.E.

(407) 836-7908

ORLANDO, FLORIDA 32839-9205

4200 SOUTH JOHN YOUNG PARKWAY

ENGINEERING DIVISION

ORANGE COUNTY PUBLIC WORKS

T

F I

C I

C O

E E

T

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T R

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G I

T A

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D

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P

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O r a n g e

C o L a k e

A p o p k a

T r a il

C o n n e c t o r S

U S ig n a ls

T A

B Q

S G .d g n

T-3

TABULATION OF QUANTITIES

PAY ITEM NOTES:

665-1-11: THE COST OF FURNISHING AND INSTALLING SIGN FTP-686B-06 IS INCIDENTAL TO THIS PAY ITEM.

TABULATION OF QUANTITIES

NO.

ITEM

PAY

DESCRIPTION UNIT

SHEET NUMBERS

SHEET

THIS

TOTAL

TOTAL

GRAND

T-5 T-6

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

630-2-11 CONDUIT, FURNISH & INSTALL, OPEN TRENCH LF 10 10 20

630-2-12 CONDUIT, FURNISH & INSTALL, DIRECTIONAL BORE LF 125 272 397

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

635-2-11 PULL & SPLICE BOX, F&I, 13" x 24" COVER SIZE EA 5 6 11

646-1-11 ALUMINUM SIGNALS POLE, PEDESTAL EA 2 2 4

646-1-60 ALUMINUM SIGNALS POLE, REMOVE EA 2 4 6

653-1-11 PEDESTRIAN SIGNAL, FURNISH & INSTALL LED COUNTDOWN, 1 WAY AS 2 2 4

665-1-11 PEDESTRIAN DETECTOR, FURNISH & INSTALL, STANDARD EA 2 2 4

DATE DESCRIPTION

DRMP, INC.

P.E. NO.: 68240

JAMES W. HIGHLAND, P.E.

(407) 836-7908

ORLANDO, FLORIDA 32839-9205

4200 SOUTH JOHN YOUNG PARKWAY

ENGINEERING DIVISION

ORANGE COUNTY PUBLIC WORKS

T

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P lo t t e d

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:4

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M P

P r o j e c t s .0

O r a n g e

C o L a k e

A p o p k a

T r a il

C o n n e c t o r S

U S ig n a ls

G N

N T

S G .d g n

T-4

GENERAL NOTES

PUSH BUTTONS SHALL BE ELECTRONIC WITH AUDIBLE/VISUAL ACKNOWLEDGEMENT. 2.

WHENEVER REPAIRS CANNOT BE MADE IN A TIMELY FASHION.

CONTRACTOR AT NO ADDITIONAL COST. TEMPORARY DETECTION WILL BE REQUIRED

ANY EXISTING LOOPS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED BY THE 1.

DETECTION

SUBMITTED TO ORANGE COUNTY FOR APPROVAL.

ALL SIGNAL INDICATIONS SHALL BE LED. LED SIGNAL PRODUCT INFORMATION SHALL BE 1.

SIGNAL HEADS

SIGNAL HEAD INDICATIONS.

PED SIGNAL ONLY POLES, SCHEDULE 80 FOR TALLER (10” +) POLES THAT INCLUDE

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

PEDESTAL POLES

SYSTEMS UPON SIGNAL INSPECTION WITH LONG LASTING EXTERIOR GRADE PAINT.

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

PERMIT, AND ARE PROHIBITED FROM INSTALLATION IN ROAD OR DRIVEWAY.

PULL BOXES SHALL NOT BE PLACED IN SIDEWALK UNLESS CONDITIONS WILL NOT 4.

LID EMBOSSED WITH “TRAFFIC SIGNAL” OR “FIBER OPTIC”.

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

INSTALLED SHALL BE NON-METALLIC.

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

EDGE OF PAVEMENT.

AND GUTTER, THEN PULL BOXES SHALL BE PLACED AT LEAST 7 FEET FROM THE

PULL BOXES SHALL BE PLACED BEHIND CURB AND GUTTER. IF THERE IS NO CURB 1.

PULL BOXES

STRING IN THE NEAREST PULL BOX.

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

ELECTRICAL PUTTY AFTER WIRING IS COMPLETE.

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

EXTERNAL ABOVE GROUND ATTACHMENT TO STEEL POLES.

THAT IT MAY BE READILY LOCATED FOR FUTURE USE AND PROHIBITED FROM

OF POLE, ET. SHALL BE MARKED WITH AN APPROPRIATE ETCHED "X" IN ORDER

IN EACH CONDUIT ENTRANCE IN THE POLE. THE FOOTING, TOP OF SIDE WALK, SIDE

INCHES OUTSIDE THE POLE FOOTING COMPLETE WITH SWEEP UP INTO THE POLE,

THE CONTRACTOR SHALL INSTALL A CONDUIT STUB WITH CAP A MINIMUM OF 12 5.

SPECIFIED IN PLANS.

ALL CONDUITS SHALL BE SCHEDULE 40, 2 INCH DIA, MINIMUM UNLESS OTHERWISE 4.

INSTALLED PRIOR TO THE INSTALLATION OF BASE COURSE.

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

UTILITIES.

CONDUIT VERTICALLY TO AVOID ANY POSSIBLE CONFLICTS WITH UNDERGROUND

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

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

RESPONSIBILITY TO EXAMINE THE JOB SITE CONDITIONS BEFORE SUBMITTING BID

ARE TO BE INSTALLED BY JACKING OR TRENCHING. IT SHALL BE THE CONTRACTORS

IT SHOULD BE NOTED THAT NO TEST BORINGS WERE MADE WHERE CONDUIT RUNS 1.

CONDUITS

RESPONSIBILITY OF THE CONTRACTOR.

MAINTENANCE OF EXISTING SIGNALS UNTIL REMOVED SHALL REMAIN THE

SHALL BE USED FOR THE MAINTENANCE OF TRAFFIC AS REQUIRED. THE

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

ADVANCED WARNING SHALL BE USED WITH THE APPROVAL OF THE ENGINEER.

ABOVE IS NOT POSSIBLE A STORAGE AREA WITH PROPER DELINEATION AND

PARKED OR STORED WITHIN 30 FEET OF THE ROADWAY CARRYING TRAFFIC. IF THE

DURING NON-WORKING HOURS, NO EQUIPMENT, VEHICLES, OR MATERIAL SHALL BE 2.

WILL NOT BE PAID FOR SEPARATELY.

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

OFF-DUTY LAW ENFORCEMENT OFFICER SHALL DIRECT TRAFFIC. THE COST OF THE

LOOPS AND RUNS, AND TURNING ON NEW SIGNALS) WHERE A LANE IS CLOSED AN

CONDUIT IN THE STREET, REMOVING EXISTING SIGNAL EQUIPMENT, INSTALLING

WHENEVER SIGNAL WORK IS BEING PERFORMED AT AN INTERSECTION (INSTALLING 1.

MAINTENANCE OF TRAFFIC

WITH THE COUNTY'S CYBERLOCK SYSTEM.

CYBERLOCK SYSTEM, INCLUDING: KEY, CABINET LOCK, KEY BATTERY, COMPATIBLE

ALL CABINETS SHALL HAVE IN PLACE UPON INSPECTION OF INTERSECTION A 2.

SIGNAL CABINET SHALL BE PROHIBITED.

THE MOUNTING OR ATTACHMENT OF THE ELECTRICAL SERVICE TO THE TRAFFIC 1.

CONTROLLER ASSEMBLY

ARM MOUNTED ASSEMBLY.

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

HOLES, ETC.

WIRING IDENTIFICATION MUST INCLUDE ALL DETECTION PULL BOXES, MAST ARM HAND

WITH THE OTHER EQUIPMENT SUBMITTALS REQUIRED FOR THIS PROJECT. FIELD

EACH CABLE. THE TAGGING SYSTEM PROPOSED SHALL BE SUBMITTED FOR APPROVAL

PERMANENT LEGIBLE, WEATHERPROOF TAGS THAT ARE SECURELY A ATTACHED TO

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

ACCORDANCE WITH ORANGE COUNTY SPECIFICATIONS.

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

THE CONTRACTOR SHALL VERIFY COLOR CODES FOR BOTH SIGNAL AND INTERCONNECT 3.

PULLING OF THE CABLE.

NOT EXCEEDED. AN APPROVED LUBRICANT SHALL BE USED TO FACILITATE THE

SLIP CLUTCH SHALL BE USED TO INSURE THAT THE ALLOWABLE TENSION UNIT IS

PROVIDE A FIRM HOLD ON THE EXTERIOR COVERING OF THE CABLE. A WINCH WITH A

ALL CABLE SHALL BE PULLED IN THE CONDUIT WITH A CABLE GRIP DESIGNED TO 2.

CONDUIT OR PULL BOX AS LOOP LEAD-IN CABLE.

UNDER NO CIRCUMSTANCES SHALL ENERGIZED CABLE BE PLACED IN THE SAME 1.

CABLE

TURNED ON TO FULL OPERATION WHEN AUTHORIZED BY THE ENGINEER.

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

AND ALLOW THE SIGNAL TO BE TURNED ON FLASHING MODE IF DETERMINED TO BE

ENGINEERING WILL COMPLETE INITIAL INSPECTION WITHIN 7 DAYS OF NOTIFICATION

407-836-7890 THAT A SIGNAL IS READY FOR INITIAL INSPECTION. TRAFFIC

THE CONTRACTOR SHALL NOTIFY ORANGE COUNTY TRAFFIC ENGINEERING AT 9.

FOR PLACING INTO NORMAL OPERATION ON MONDAY, TUESDAY, OR WEDNESDAY.

CONSECUTIVE DAY PRIOR TO NORMAL OPERATION AND SCHEDULED FOR INSPECTION

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

(407) 836-7890

ORLANDO, FLORIDA 32839-9205

4200 SOUTH JOHN YOUNG PARKWAY

ORANGE COUNTY TRAFFIC OPERATIONS

SHALL BE DELIVERED TO THE MAINTAINING AGENCY. THE MAINTAINING AGENCY IS:

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

OPERATIONS MAY BE OBSERVED.

UNDERGROUND CONDUIT, MAST ARM FOUNDATIONS OR SETTING POLES SO THAT THESE

(407-836-7890) AT LEAST 24 HOURS IN ADVANCE OF INSTALLING GROUND RODS,

THE CONTRACTOR SHALL NOTIFY ORANGE COUNTY TRAFFIC OPERATIONS 6.

CALL WITHIN A MAXIMUM OF TWO HOURS RESPONSE TIME.

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

LEFT IN THE CABINET FOR THE LOCAL MAINTAINING AGENCY, ORANGE COUNTY.

THE INSPECTOR THREE COMPLETE SETS OF AS-BUILT PLANS. ONE SET SHALL BE

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

USE POLES ARE TO BE USED.

OVERHEAD ELECTRICAL CONDUCTORS IS EXPECTED AND IN ALL CASES WHERE JOINT

48 HOURS IN ADVANCE OF POLE SETTING OPERATIONS WHERE A CONFLICT WITH

THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY DEPARTMENT AT LEAST 3.

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

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

EVENT ACTUAL PHYSICAL CONDITIONS PREVENT THE APPLICATION OR THE

THESE PLANS REFLECT CONDITIONS KNOWN DURING PLAN DEVELOPMENT. IN THE 2.

TO IF NOTED IN THE SPECIAL PROVISIONS FOR THIS PROJECT.

SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, AND SUPPLEMENTS THERE

GOVERNING SPECIFICATIONS ARE THE STATE OF FLORIDA, FY 2023-24 STANDARD

DEPARTMENT OF TRANSPORTATION'S STANDARD PLANS, FY 2023-24 EDITION.

THE SIGNALIZTION PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH THE FLORIDA 1.

GENERAL

DATE DESCRIPTION

DRMP, INC.

P.E. NO.: 68240

JAMES W. HIGHLAND, P.E.

(407) 836-7908

ORLANDO, FLORIDA 32839-9205

4200 SOUTH JOHN YOUNG PARKWAY

ENGINEERING DIVISION

ORANGE COUNTY PUBLIC WORKS

T

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P lo t t e d

B y J L e

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P

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P r o j e c t s .0

O r a n g e

C o L a k e

A p o p k a

T r a il

C o n n e c t o r S

U S ig n a ls P

L A

N S

G .d g n

S D

S D

ELEC

ELEC

ELEC

W A T E R

W A T E R

E L E

C

S D

S D

S D

S D

S D

S D

S D

S D

S D

1039 1040

TRAIL CONNECTOR

£ CONST. LAKE APOPKA

STA. 1040+85.32, 1.16' LT

PED POLE A

TRAIL CONNECTOR

£ CONST. LAKE APOPKA

STA. 1041+83.70, 1.16' LT

PED POLE B

630-2-12

P2

P2

N

10 40

Feet

ALL RED

YELLOW CLEARANCE

MAXIMUM GREEN 2

RECALL

PED. CLEARANCE

PEDESTRIAN WALK

MAXIMUM GREEN 1

MOVEMENT NUMBER

TIMING FUNCTION

CONTROLLER TIMINGS

T I

M I N

G

F

U N

C T I O

N EXTENSION

MINIMUM GREEN

5 4

8 6 7

FLASHING MODE

DETECTOR FUNCT.

8 8

3 3

£ CONST. LAKE APOPKA TRAIL CONNECTOR

APPROX. STA. 1042+00.00

EXISTING SIGNAL CONTROLLER

£ CONST. LAKE APOPKA TRAIL CONNECTOR

OCOEE APOPKA RD/ CR 437A

OCOEE APOPKA RD/ CR 437A

S R

S

B O

N -R

A M P

S R

B

F

R A

M P

646-1-60

TO BE REMOVED

1 EA

646-1-60

TO BE REMOVED

1 EA

P2

SIGNAL HEAD DETAILS

PED. SIGNAL

COUNT-DOWN

1-SECT., 1-WAY

2 AS

653-1-11

646-1-11

635-2-11

630-2-11

665-1-11 1 EA

1 EA

2 EA

5 LF

646-1-11

635-2-11

630-2-11

665-1-11 1 EA

1 EA

2 EA

5 LF

2 RUN (SIGNAL)

10 LF

TO BE REMOVED.

EXISTING SIGNAL WIRE

TO REMAIN.

EXISTING CONDUIT

SIGN DETAIL

2 EA

FTP-68B-06

Vehicles

Watch For

START CROSSING

If Started

Finish Crossing

DON'T START

To Finish Crossing

TIME REMAINING

DON'T CROSS

STEADY

TIMER

FLASHING

RAMP D

TO CROSS

PUSH BUTTON

632-7-1

632-7-6 1 PI

1 PI

SEE NOTE 1

TO REMAIN.

EXISTING CONDUIT

SEE NOTE 1

TO REMAIN.

EXISTING CONDUIT

SEE NOTE 1

TO REMAIN.

EXISTING CONDUIT

630-2-12

2 RUN (SIGNAL)

15 LF

630-2-12

2 RUN (SIGNAL)

100 LF

AND SOP TO REMAIN.

EXISTING CONTROLLER TIMINGS

AND SOP TO REMAIN.

EXISTING CONTROLLER TIMINGS

DETECTOR.

CONTROLLER CABINET TO THE EXISTING PEDESTRIAN

1. REMOVE EXISTING SIGNAL WIRE CABLE FROM SIGNAL

NOTES:

635-2-11 1 EA

EXIST. R/W LINE

EXIST. R/W LINE

EXIST. R/W LINE

EXIST. R/W LINE

V

V

V

M A

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T-5

VEH

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ES

VEHICLES

V

DATE DESCRIPTION

DRMP, INC.

P.E. NO.: 68240

JAMES W. HIGHLAND, P.E.

(407) 836-7908

ORLANDO, FLORIDA 32839-9205

4200 SOUTH JOHN YOUNG PARKWAY

ENGINEERING DIVISION

ORANGE COUNTY PUBLIC WORKS

T

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C O

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T

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P lo t t e d

B y J L e

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M

P

P r o j e c t s .0

O r a n g e

C o L a k e

A p o p k a

T r a il

C o n n e c t o r S

U S ig n a ls P

L A

N S

G .d g n

S D

S D

S D

ELEC

R A

W

E L E

C

S D

1047 1

646-1-11

635-2-11

630-2-11

TRAIL CONNECTOR

£ CONST. LAKE APOPKA

STA. 1047+01.69, 1.16' LT

PED POLE C

TRAIL CONNECTOR

£ CONST. LAKE APOPKA

STA. 1047+47.00, 1.48' RT

PED POLE D

630-2-12

630-2-12

P2P2

N

10 40

Feet

7 7

£ CONST. LAKE APOPKA TRAIL CONNECTOR

APPROX. STA. 1045+80.00, 110' RT

EXISTING SIGNAL CONTROLLER

£ CONST. LAKE APOPKA TRAIL CONNECTOR

S R

R A

M P

S R

F

R A

M P

OCOEE APOPKA RD/ CR 437A

OCOEE APOPKA RD/ CR 437A

665-1-11

646-1-60

TO BE REMOVED

1 EA

646-1-60

TO BE REMOVED

1 EA

646-1-60

TO BE REMOVED

1 EA

646-1-60

TO BE REMOVED

1 EA

2 RUN (SIGNAL)

115 LF

1 EA

1 EA

2 EA

5 LF

646-1-11

635-2-11

630-2-11

665-1-11 1 EA

1 EA

2 EA

5 LF

TO BE REMOVED.

EXISTING SIGNAL WIRE

TO REMAIN.

EXISTING CONDUIT

TO BE REMOVED.

EXISTING SIGNAL WIRE

TO REMAIN.

EXISTING CONDUIT

TO BE REMOVED.

EXISTING SIGNAL WIRE

TO REMAIN.

EXISTING CONDUIT

2 RUN (SIGNAL)

51 LF

632-7-1

632-7-6 1 PI

1 PI

SEE NOTE 1

TO REMAIN.

EXISTING CONDUIT

TO BE REMOVED.

EXISTING SIGNAL WIRE

TO REMAIN.

EXISTING CONDUIT

SEE NOTE 1

TO REMAIN.

EXISTING CONDUIT

SEE NOTE 1

TO REMAIN.

EXISTING CONDUIT

SEE NOTE 1

TO REMAIN.

EXISTING CONDUIT

P2

SIGNAL HEAD DETAILS

PED. SIGNAL

COUNT-DOWN

1-SECT., 1-WAY

2 AS

653-1-11

SIGN DETAIL

2 EA

FTP-68B-06

Vehicles

Watch For

START CROSSING

If Started

Finish Crossing

DON'T START

To Finish Crossing

TIME REMAINING

DON'T CROSS

STEADY

TIMER

FLASHING

RAMP C

TO CROSS

PUSH BUTTON

630-2-12

2 RUN (SIGNAL)

95 LF

630-2-12

2 RUN (SIGNAL)

11 LF

2. EXISTING CONTROLLER TIMINGS AND SOP TO REMAIN.

DETECTOR.

CONTROLLER CABINET TO THE EXISTING PEDESTRIAN

1. REMOVE EXISTING SIGNAL WIRE CABLE FROM SIGNAL

NOTES:

635-2-111 EA

635-2-111 EA

EXIST. R/W LINE

EXIST. R/W LINE

M A

T C

H

L I N

E

S

T A

.0

T-6

VEH

ICL

ES

VEH

ICL

ES