LEE COUNTY BOARD OF COUNTY COMMISIONERS

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EXPRESSWAY

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75

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FT PIERCE

FT MYERS

WEST PALM

BEACH

FT LAUDERDALE

MIAMI

75

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NAPLES

KEY WEST

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SHEET DESCRIPTIONSHEET NO.

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INDEX OF SIGNALIZATION PLANS

ENGINEER OF RECORD:

SIGNALIZATION PLANS

T-1

LOCATION

PROJECT

LEE COUNTY BOARD OF COUNTY COMMISIONERS

CONTRACT NO. 8074

LEE COUNTY DEPARTMENT OF TRANSPORTATION

KISINGER CAMPO & ASSOCIATES

REPRODUCTION.

MAY HAVE CHANGED DUE TO

NOTE: THE SCALE OF THESE PLANS

GOVERNING DESIGN STANDARDS:

GOVERNING STANDARD SPECIFICATIONS:

Component.

Standard plans for Bridge Construction are included in the Structures Plans

following website: http//www.fdot/gov/design/standardplans

Standard Plans for Road Construction and associated IRs are available at the

Bridge Construction and applicable Interim Revisions (IRs).

Florida Department of Transportation, FY2020-21 Standard Plans for Road and

SIGNAL POLE REPLACEMENT PLANS

INTERSECTION OF DEL PRADO BLVD. AND S.E. 47TH TERRACE

(813) 871-5331

TAMPA, FL 33602

201 N FRANKLIN STREET, SUITE 400

KISINGER CAMPO AND ASSOCIATES CORP.

P.E. NO.: 63914

M. FATHY ABDALLA, P.E.

http://www.fdot.gov/programmanagement/Implemented/SpecBooks

for Road and Bridge Construction at the following website:

Florida Department of Transportation, July 2020 Standard Specifications

PROJECT MANAGER: ROBERT L. PRICE, PE

LEE COUNTY, FLORIDA

GUIDE SIGN WORKSHEETT-8

SPECIAL MAST ARM ASSEMBLIES DATA TABLET-7

MAST ARM TABULATIONT-6

SIGNALIZATION PLANT-5

GENERAL NOTEST-4

TABULATION OF QUANTITIEST-3

SIGNATURE SHEETT-2

KEY SHEETT-1

LOCATION

PROJECT

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NO.

SHEET

PLANS OF PROPOSED

SOUTHWEST FLORIDA

1500 Monroe St., Fort Myers, FL 33901


PROJECT NO.

8074


Tampa, Florida 33602

Kisinger Campo & Associates Corp.

Engineer of Record: M. Fathy Abdalla, P.E.

201 N. Franklin Street, Suite 400

P.E. No. 63914

AND SE 47TH ST. TERRACE

SIGNAL AT DEL PRADO BLVD.

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET

T-2

SIGNATURE SHEET

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

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

SHEET DESCRIPTION SHEET DESCRIPTIONSHEET 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

� � �

No 63914

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AF

FATHY ABDALLA, P.E. 63914

TAMPA, FLORIDA 33602

201 N. FRANKLIN ST., SUITE 400

KISINGER CAMPO & ASSOCIATES CORP.

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

SEALED BY

DIGITALLY SIGNED AND

THIS ITEM HAS BEEN

SHEET NO.

KIPLING LASKARIS, P.E. 75005

TAMPA, FLORIDA 33602

201 N. FRANKLIN ST., SUITE 400

KISINGER CAMPO & ASSOCIATES CORP.

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

SEALED BY

DIGITALLY SIGNED AND

THIS ITEM HAS BEEN

STATE OF

� � �

No 75005

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SPECIAL MAST ARM ASSEMBLIES DATA TABLE

SIGNATURE SHEET

T-7

T-2

GUIDE SIGN WORKSHEET

MAST ARM TABULATION

SIGNALIZATION PLAN

GENERAL NOTES

TABULATION OF QUANTITIES

SIGNATURE SHEET

KEY SHEET

T-8

T-6

T-5

T-4

T-3

T-2

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NO.

SHEET

PLANS OF PROPOSED

SOUTHWEST FLORIDA



PROJECT NO.

8074






P.E. No. 63914



DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET

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TABULATION OF QUANTITIES T-3

TABULATION OF QUANTITIES

NO.

ITEM

PAY

DESCRIPTION UNIT

SHEET NUMBERS

SHEET

THIS

TOTAL

TOTAL

GRAND

T-4

PLAN FINAL 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 104 104 104

630-2-12 CONDUIT, FURNISH & INSTALL, DIRECTIONAL BORE LF 70 70 70

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

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

635-2-11 PULL & SPLICE BOX, FURNISH & INSTALL, 17" x 30" COVER SIZE EA 10 10 10

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

646-1-60 ALUMINUM SIGNALS POLE, REMOVE EA 1 1 1

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

649-26-3 STEEL MAST ARM ASSEMBLY, REMOVE, SHALLOW FOUNDATION- BOLT ON ATTACHMENT EA 2 2 2

650-1-14 VEHICULAR TRAFFIC SIGNAL, FURNISH & INSTALL ALUMINUM, 3 SECTION, 1 WAY AS 5 5 5

650-1-16 VEHICULAR TRAFFIC SIGNAL, FURNISH & INSTALL ALUMINUM, 4 SECTION, 1 WAY AS 1 1 1

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

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

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

660-4-60 VEHICLE DETECTION SYSTEM- VIDEO, REMOVE EA 2 2 2

665-1-11 PEDESTRIAN DETECTOR, FURNISH & INSTALL, STANDARD EA 3 3 3

665-1-40 PEDESTRIAN DETECTOR, RELOCATE EA 1 1 1

670-5-400 TRAFFIC CONTROLLER ASSEMBLY, MODIFY AS 1 1 1

700-3-201 SIGN PANEL, FURNISH & INSTALL OVERHEAD MOUNT, UP TO 12 SF EA 4 4 4

700-5-21 INTERNALLY ILLUMINATED SIGN, FURNISH & INSTALL OVERHEAD MOUNT, UP TO 12 SF EA 1 1 1

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

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NO.

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PLANS OF PROPOSED

SOUTHWEST FLORIDA



PROJECT NO.

8074






P.E. No. 63914



DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET

GENERAL NOTES

SIGNALIZATION GENERAL NOTES UTILITY OWNERS MAY INCLUDE:

UTILITY AGENCY OWNERS

12641 CORPORATE LAKES DR, FT MYERS, FL 33913 (239) 432-1861

(305) 552-2931

2900 CATHERINE ST, PALATKA, FL 32177 (800) 868-9554

(239) 533-9500

COMCAST

FPL FIBERNET, LLC

FLORIDA POWER & LIGHT

LEE COUNTY SIGNAL DEPARTMENT

TRACY STERN

DANNY HASKETT

WILLIAM STANTON

CONTACT PERSON ADDRESS PHONE NUMBER

LEE COUNTY UTILITIES DAVID REYCRAFT 1500 MONROE ST, 3RD FL UTILITIES, FT MYERS, FL 33901

CENTURYLINK CRAIG CLARK813-948-4147

5650 ENTERPRISE PKWY, FT MYERS, FL 33905

9250 W FLAGLER ST, MIAMI, FL 33174

(239) 533-8150

2820 CARGO ST BUILDING A, FT MYERS, FL 33916FAX 813-948-4149

TEMPORARY TRAFFIC CONTROL PLAN:PAY ITEM NOTE:

RYAN KIRSCH

APPROPRIATE DATES)

1. "NIGHTLY LANE CLOSURES" 2. "DATE TO DATE" (ADJUST WITH

THE PCMS SHALL HAVE TWO MESSAGES AS FOLLOWS:

DIRECTION OF TRAVEL.

FOR EACH CLOSURES PROVIDED SEVEN DAYS PRIOR TO ANY LANE

A PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) SHALL BE 8.

COUNTY. APPROVED, ANY LANE OR ROAD CLOSURES FROM LEE

THE CONTRACTOR SHALL COORDINATE WITH AND HAVE 7.

WIDTH.

TEMPORARY TRAVEL LANES SHALL BE MINIMUM 11 FEET IN 6.

AT ALL TIMES.

EXISTING POSTED POSTED SPEED LIMITS SHALL BE MAINTAINED 5.

PEDESTRIAN ACCESS SHALL BE MAINTAINED AT ALL TIMES.4.

APPLICABLE MUNICIPALITIES.

LEE COUNTY, AND ANY OTHER

THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS FROM 3.

DEVICES.MANUAL ON UNIFORM TRAFFIC CONTROL

CONSTRUCTION, 2019 EDITION, AND THE LATEST EDITION OF THE

SPECIFICATIONS FOR ROAD AND BRIDGE

SHALL BE IN ACCORDANCE WITH THE FDOT STANDARD

SERIES). MAINTENANCE OF TRAFFIC

AND UTILITY OPERATIONS ON THE STATE HIGHWAY SYSTEM (600

DESIGN, CONSTRUCTION, MAINTENANCE

DEPARTMENT OF TRANSPORTATION (FDOT) STANDARDS FOR

EDITION OF THE FLORIDA

TRAFFIC SHALL BE MAINTAINED IN ACCORDANCE WITH THE 2019 2.

SPECIFICATIONS.

THE TTCP SHALL BE DESIGNED PER FDOT STANDARDS AND 1.

MEET THE FOLLOWING REQUIREMENTS:

AND APPROVAL OF THE TTCP BY THE ENGINEER. THE TTCP SHALL

WORK SHALL COMMENCE PRIOR TO THE REVIEW

3.1 PER CHAPTER 14 OF THE FLORIDA ADMINISTRATIVE CODE. NO

ENGINEER PRE-QUALIFIED IN WORK TYPE

BE SIGNED AND SEALED BY A REGISTERED FLORIDA PROFESSIONAL

TO BEGINNING WORK. THE TTCP SHALL

TTCP MUST BE SUBMITTED TO AND APPROVED BY LEE COUNTY PRIOR

102-1, MAINTENANCE OF TRAFFIC. THE

IMPLEMENTATION OF THE TTCP SHALL BE COVERED UNDER PAY ITEM

ASSOCIATED WITH THE DESIGN AND

ORDER TO FACILITATE PERFORMING THE SCOPE OF WORK. ANY WORK

TEMPORARY TRAFFIC CONTROL PLAN (TTCP) IN

THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEVELOPING A

T-4

STATIC SIGNS SHALL HAVE DIAMOND GRADE TYPE XI SHEETING.

700-3-201:

STANDARD PUSH BUTTON SHALL BE BDL3 WITH DIRECTIONAL ARROWS.

665-1-11:

USE A 74" LONG GUSSET TUBE FOR VIDEO DETECTION CAMERA ATTACHMENT BRACKET.

SEE PLAN SHEETS FOR THE NUMBER OF VIDEO CAMERAS INCLUDED IN VIDEO DETECTION ASSEMBLY.

ON-SITE.

VENDOR/MANUFACTURER AND LEE COUNTY DOT-TRAFFIC MUST BE NOTIFIED PRIOR SO SENIOR TECH CAN BE

SYSTEM SHALL BE INSTALLED PER MANUFACTURER SPECIFICATIONS, PROGRAMMING SHALL BE PROVIDED BY

NEXT (CAMERA ONLY), MAIN STREET WILL BE VANTAGE VECTOR NEXT (CAMERA/RADAR). VIDEO DETECTION

VIDEO DETECTION SYSTEM SHALL BE ITERIS VANTAGE NEXT SYSTEM, SIDE STREETS WILL BE THE VANTAGE

660-4-11 &660-4-12:

SIGNAL HEADS SHALL BE MCCAIN BRAND, ALL LED'S SHALL BE 15 YEAR LONG LIFE PERFORMANCE.

650-1-14 & 650-1-16:

TWO POLES AND MISCELLANEOUS TIEBACK WIRING AND THE BACKFILL OF THE TWO HOLES.

THIS ITEM INCLUDES THE COST FOR THE REMOVAL OF THE TWO TEMPORARY WOODEN POLES, DISPOSAL OF THE

649-26-3:

" CONDUIT FOR #6 AWG GREEN GROUND WIRE43ONE -

ONE - 2" CONDUIT FOR DETECTION

ONE - 2" CONDUIT FOR POWER INTERSECTION LIGHTING

ONE - 2" CONDUIT FOR PED HIGH VOLTAGE

TWO - 2" CONDUIT FOR SIGNAL HIGH VOLTAGE

INCHES DEEP.

TO BE DETERMINED BY LEE COUNTY DOT TRAFFIC IN FIELD. STUB OUTS SHALL BE A MINIMUM OF THIRTY (30)

INCH CONDUIT, CONDUITS SHALL BE PLUMBED AND CENTERED IN FOUNDATION. CONDUIT STUB OUT LOCATION 43ALL MAST ARM FOUNDATIONS SHALL HAVE MINIMUM - FIVE (5) EACH TWO (2) INCH CONDUIT AND ONE (1) EACH

649-21-10:

DEEP. APRON SHALL BE LEVEL TO EXISTING GRADE AND HAVE A FINISHED EDGE AND SURFACE.

ALL PULL BOXES SHALL HAVE A CONCRETE APRON; THE APRON SHALL BE MINIMUM 1-FOOT WIDE X 6 INCHES

WITH CABLE MANUFACTURER'S BEND RADIUS.

PULL BOXES SHALL BE SIZED TO ACCOMMODATE MAXIMUM NUMBER OF PIPES ALLOWED PER NEC AND TO COMPLY

30" X 48" COVER 2 PIECE - "TRAFFIC SIGNAL" - PG3048H51046

24" X 36" COVER - "TRAFFIC SIGNAL" - PG2436HH0046

17" X 30" COVER - "TRAFFIC SIGNAL" - PG1730HH0046, "STREET LIGHTING" - PG1730HH0041

LIGHTING", NO EXCEPTIONS WILL BE PERMITTED.

AND DESIGN LOAD RATING OF 22,500 LBS., AND MARKED APPROPRIATELY, "TRAFFIC SIGNAL" OR "STREET

PULL BOX COVERS SHALL BE POLYMER CONCRETE CONSTRUCTION (QUAZITE), HAVE ANSI TIER RATING OF T22

FIBER OBTIC CABLE SPLICE VAULT 30" X 48" X 24" - PG3048BA24

FIBER OBTIC CABLE MID RUNS 24" X 36" X 24" - PG2436BA30

TRAFFIC SIGNAL AND STREET LIGHTING 17" X 30" X 12" - PG1730BA12

AS FOLLOWS:

DESIGN LOAD RATING OF 22,500 LBS., NO EXCEPTIONS WILL BE PERMITTED. MINIMUM PULL BOX SIZE SHALL BE

PULL BOXES SHALL BE POLYMER CONCRETE CONSTRUCTION (QUAZITE), HAVE ANSI TIER RATING OF T22 AND

635-2-11:

COLOR CODE CAN BE OBTAINED FROM LEE COUNTY DOT TRAFFIC.

COMPARTMENT.

ALL SIGNAL CABLE SHALL HAVE A MINIMUM OF THREE (3) FEET SLACK AT THE MAST ARM HAND HOLE

SIGNAL CABLE SHALL BE #14 AWG STRANDED COPPER AND MEET IMSA 19-1 SPECIFICATIONS.

INDICATIONS.

CONTINUOUS FROM CONTROLLER CABINET TO MAST ARM HAND HOLE COMPARTMENT FOR VEHICULAR SIGNAL

THE MAST ARM SHALL HAVE A MINIMUM OF (2) - NINETEEN (19) CONDUCTOR SIGNAL CABLE INSTALLED

EACH SIGNAL PHASE SHALL HAVE ITS OWN NEUTRAL.

TERMINATION BLOCK.

SIGNAL CABLE INSTALLED CONTINUOUS FROM THE MAST ARM HAND HOLE COMPARTMENT TO SIGNAL HEAD

ON MAST ARM, ALL THREE (3) AND/OR FOUR (4) SECTION HEADS SHALL HAVE A MINIMUM SEVEN (7) CONDUCTOR

632-7-1:

POLES AND MISCELLANEOUS TIEBACK WIRING AND THE BACKFILL OF THE TWO HOLES.

THIS ITEM INCLUDES THE COST FOR THE REMOVAL OF THE TWO TEMPORARY WOODEN POLES, DISPOSAL OF THE TWO

EXISTING MAST ARM.

BACKFILL OF THE TWO HOLES. THE COST OF THE WORK IS TO BE INCIDENTAL TO THE ITEM FOR REMOVAL OF THE

INCLUDE REMOVAL OF THE TWO POLES, DISPOSAL OF THE TWO POLES AND MISCELLANEOUS TIEBACK WIRING AND THE

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF THE TWO TEMPORARY WOODEN POLES. THE COST WILL 25.

REQUIRE A NON-CHAUFFEURED EDGE BASE TO BE USED.

10" FOR WHEELCHAIR USERS. INCORPORATING THE BASE INTO THE CURB OR SIDEWALK IS AN OPTION BUT WOULD

TRAVEL TO THE DESIGNATED PEDESTRIAN RAMP AND CROSSWALK WHILE ENSURING A REACH DISTANCE NOT TO EXCEED

THE CONTROL FACE AND VIBROTACTILE ARROW OF THE APS SHALL BE CAREFULLY ALIGNED WITH THE DIRECTION OF 24.

GUIDELINES.

MAINTAIN THE SET BACK REQUIREMENTS PER CURRENT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)

CONTRACTOR SHALL UTILIZE LOW-PROFILE EQUIPMENT WHEN OPERATING NEAR OVERHEAD ELECTRIC LINES IN ORDER TO 23.

ALL CONDUIT SHALL BE 2" MINIMUM UNLESS OTHERWISE SPECIFIED IN THE PLANS. 22.

ORDERING SIGNAL POLES.

ALL CRITICAL ELEVATIONS SHOWN ON THE SIGNAL PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO 21.

MYERS, FL. 33905 FOR APPROVAL PRIOR TO ANY INSTALLATION.

ALL TRAFFIC SIGNAL EQUIPMENT SUBMITTALS SHALL BE SENT TO JAMES FENCIL AT 5650 ENTERPRISE PKWY., FT. 20.

IF CONTRACTOR DOES NOT FOLLOW THIS REQUIREMENT THEY WILL BE SUBJECT TO ALL COST OF DAMAGED EQUIPMENT.

FACILITIES RELATING TO THE TRAFFIC SIGNAL UNTIL SUCH TIME LEE COUNTY ASSUMES MAINTENANCE RESPONSIBILITY.

CONTRACTOR WHO IS MAINTAINING TRAFFIC SIGNAL DURING CONSTRUCTION SHALL LOCATE ALL EQUIPMENT, AND 19.

CONTRACTOR SHALL CONTACT SUNSHINE ONE-CALL LOCATES, 48 HOURS PRIOR TO START OF WORK.18.

CONSTRUCTION PROJECT.

PRIOR TO CONSTRUCTION WITH DATE AND TIMES OF START OF SIGNAL AND FLASH OPERATION, AND COMPLETION OF

SECTION IN WRITING THE CONTRACTOR SHALL NOTIFY LEE COUNTY DEPARTMENT OF TRANSPORTATION TRAFFIC SIGNAL 17.

SHALL BE QUALIFIED TO INPUT AND RECALL ALL CONTROLLER AND SYSTEM TIMING FUNCTIONS.

CONTROLLERS, COORDINATING UNITS, SYSTEM CLOCKS AND SYSTEM COMMUNICATIONS ELEMENTS. THE REPRESENTATIVE

THE CONTRACTOR'S REPRESENTATIVE SHALL HAVE COMPLETE FAMILIARITY WITH ALL SYSTEM ELEMENTS INCLUDING 16.

OF THE CONTROLLER ASSEMBLY.

FORM. A QUALIFIED CONTRACTOR'S REPRESENTATIVE SHALL BE PRESENT AT THE CONDITIONAL ACCEPTANCE INSPECTION

OF 48 HOURS. RESULTS OF FIELD TESTS, IE, SECT. 611-4 SHALL BE MADE AVAILABLE TO THE ENGINEER IN WRITTEN

JAMES FENCIL, LEE COUNTY DEPARTMENT OF TRANSPORTATION, TRAFFIC SECTION (PH: 239-533-9500) WITH A MINIMUM

SECT. 611-4 FIELD TESTS: SCHEDULING OF THE CONDITIONAL ACCEPTANCE INSPECTION SHALL BE COORDINATED WITH 15.

DURING CONSTRUCTION TO REQUIRE UNDERGROUND WORK.

SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INVESTIGATE POSSIBLE UTILITY CONFLICTS IF DESIGN IS CHANGED

UNDERGROUND UTILITIES MAY OR MAY NOT EXIST WHERE AERIAL COMMUNICATIONS INSTALLATION IS PROPOSED. IT 14.

IDENTIFIED BY PROPER AUTHORITIES AT ALL CONSTRUCTION SITES.

IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY FOR HAVING UNDERGROUND CABLE AND UTILITIES LOCATED AND 13.

UNDERGROUND FACILITIES IN CLOSE PROXIMITY OR IN POSSIBLE CONFLICT WITH THE CONTRACTOR'S WORK.

HAVING OVERHEAD OR THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND MEETING WITH ALL UTILITIES 12.

STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (LATEST EDITION).

EXAMINING THE JOB SITE CONDITIONS BEFORE SUBMITTING BID PROPOSALS IN ACCORDANCE WITH SECTION 2-4 FOOT

FOUNDATIONS OR OTHER SIGNAL EQUIPMENT IS TO BE INSTALLED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

THE CONTRACTOR SHALL BE AWARE THAT NO TEST BORINGS WERE MADE WHERE CONDUIT, PULL BOXES, CONTROLLER 11.

STRUCTURES AND FACILITIES.

CONTRACTOR IS FULLY RESPONSIBLE FOR LOCATING AND AVOIDING EXISTING UNDERGROUND AND ABOVE GROUND

AND FACILITIES WITHIN THE BOUNDS OF WORK SHOWN IN THE PLANS ARE NOT LOCATED IN THE PLANS. THE

THE CONTRACTOR SHALL BE AWARE IN THE EVENT THAT EXISTING UNDERGROUND AND ABOVE GROUND STRUCTURES 10.

BE INCIDENTAL TO AND INCLUDED IN THE COST OF THE PROJECT.

SHALL BE SEPARATE AND IN ADDITION TO THE NORMAL STAKING OF THE PROJECT. THE COST OF THIS STAKING SHALL

CONTRACTOR SHALL COORDINATE WITH THE IMPACTED UTILITIES AND STAKE THE ITEMS REQUESTED. THE STAKING

FACILITIES AS INDICATED ON THE UTILITY RELOCATION SCHEDULES SHALL BE PERFORMED BY THE CONTRACTOR. THE

ALL STAKING OF PROPOSED CONSTRUCTION TO ALLOW FOR THE PROPER INSTALLATION/RELOCATION OF UTILITY 9.

WORK.

PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY ALL UTILITIES WHICH MAY BE AFFECTED BY THE 8.

THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN IN PLACE.

CONTACT THE RESPECTIVE UTILITY OWNER TO RESOLVE UTILITY CONFLICTS AND UTILITY ADJUSTMENTS, AS REQUIRED.

THE AREA OF CONSTRUCTION, SHOULD THERE BE OTHER UTILITIES, THE CONTRACTOR SHALL NOTIFY THE ENGINEER TO

THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY IF OTHER UTILITIES (NOT SHOWN ON THE PLANS) EXIST WITHIN 7.

UTILITIES SHALL BE DETERMINED BY THE CONTRACTOR DURING CONSTRUCTION.

THE LOCATIONS OF EXISTING UTILITIES SHOWN ON THE PLAN ARE APPROXIMATE ONLY. THE EXACT LOCATION OF 6.

THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES FORTY EIGHT (48) HOURS IN ADVANCE OF WORK COMMENCING.5.

CABINET.OF AS-BUILT PLANS, ONE SET FOR LEE COUNTY AND ONE SET SHALL BE LEFT IN THE

AT THE TIME OF FINAL PROJECT INSPECTION, THE CONTRACTOR SHALL FURNISH THE ENGINEER THREE COMPLETE SETS 4.

ALL SIGNAL EQUIPMENT SHALL BE COMPLIANT WITH LEE COUNTY AND FDOT STANDARDS.3.

MAINTAINING AGENCY AT LEAST 48 HOURS BEFORE BEGINNING TRAFFIC SIGNAL RELATED WORK.

THE MAINTAINING AGENCY IS THE LEE COUNTY DEPARTMENT OF TRANSPORTATION. THE CONTRACTOR SHALL NOTIFY THE 2.

MAST-ARM.

THE COUNTY MAY REQUIRE TO UPDATE THE EASEMENT ON THE SOUTHEAST CORNER TO COVER THE NEW PROPOSED 1.

BUT WOULD REQUIRE A NON-CHAUFFEURED EDGE BASE TO BE USED.

TO EXCEED 10" FOR WHEELCHAIR USERS. INCORPORATING THE BASE INTO THE CURB OR SIDEWALK IS AN OPTION

TRAVEL TO THE DESIGNATED PEDESTRIAN RAMP AND CROSSWALK WHILE ENSURING A REACH DISTANCE NOT OF

THE CONTROL FACE AND VIBROTACTILE ARROW OF THE APS SHALL BE CAREFULLY ALIGNED WITH THE DIRECTION 24.

ADMINISTRATION (OSHA) GUIDELINES.

MAINTAIN THE SET BACK REQUIREMENTS PER CURRENT OCCUPATIONAL SAFETY AND HEALTH ORDER TO

CONTRACTOR SHALL UTILIZE LOW-PROFILE EQUIPMENT WHEN OPERATING NEAR OVERHEAD ELECTRIC LINES IN 23.

ALL CONDUIT SHALL BE 2" MINIMUM UNLESS OTHERWISE SPECIFIED IN THE PLANS. 22.

ORDERING SIGNAL POLES. TO

ALL CRITICAL ELEVATIONS SHOWN ON THE SIGNAL PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR 21.

MYERS, FL. 33905 FOR APPROVAL PRIOR TO ANY INSTALLATION.

ALL TRAFFIC SIGNAL EQUIPMENT SUBMITTALS SHALL BE SENT TO JAMES FENCIL AT 5650 ENTERPRISE PKWY., FT. 20.

DAMAGED EQUIPMENT.

RESPONSIBILITY. IF CONTRACTOR DOES NOT FOLLOW THIS REQUIREMENT THEY WILL BE SUBJECT TO ALL COST OF

FACILITIES RELATING TO THE TRAFFIC SIGNAL UNTIL SUCH TIME LEE COUNTY ASSUMES MAINTENANCE

CONTRACTOR WHO IS MAINTAINING TRAFFIC SIGNAL DURING CONSTRUCTION SHALL LOCATE ALL EQUIPMENT, AND 19.

CONTRACTOR SHALL CONTACT SUNSHINE ONE-CALL LOCATES, 48 HOURS PRIOR TO START OF WORK.18.

COMPLETION OF CONSTRUCTION PROJECT.

PRIOR TO CONSTRUCTION WITH DATE AND TIMES OF START OF SIGNAL AND FLASH OPERATION, AND WRITING

SECTION IN THE CONTRACTOR SHALL NOTIFY LEE COUNTY DEPARTMENT OF TRANSPORTATION TRAFFIC SIGNAL 17.

REPRESENTATIVE SHALL BE QUALIFIED TO INPUT AND RECALL ALL CONTROLLER AND SYSTEM TIMING FUNCTIONS.

CONTROLLERS, COORDINATING UNITS, SYSTEM CLOCKS AND SYSTEM COMMUNICATIONS ELEMENTS. THE INCLUDING

THE CONTRACTOR'S REPRESENTATIVE SHALL HAVE COMPLETE FAMILIARITY WITH ALL SYSTEM ELEMENTS 16.

CONDITIONAL ACCEPTANCE INSPECTION OF THE CONTROLLER ASSEMBLY.

ENGINEER IN WRITTEN FORM. A QUALIFIED CONTRACTOR'S REPRESENTATIVE SHALL BE PRESENT AT THE

A MINIMUM OF 48 HOURS. RESULTS OF FIELD TESTS, IE, SECT. 611-4 SHALL BE MADE AVAILABLE TO THE

JAMES FENCIL, LEE COUNTY DEPARTMENT OF TRANSPORTATION, TRAFFIC SECTION (PH: 239-533-9500) WITH WITH

SECT. 611-4 FIELD TESTS: SCHEDULING OF THE CONDITIONAL ACCEPTANCE INSPECTION SHALL BE COORDINATED 15.

CHANGED DURING CONSTRUCTION TO REQUIRE UNDERGROUND WORK.

SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INVESTIGATE POSSIBLE UTILITY CONFLICTS IF DESIGN IS IT

UNDERGROUND UTILITIES MAY OR MAY NOT EXIST WHERE AERIAL COMMUNICATIONS INSTALLATION IS PROPOSED. 14.

IDENTIFIED BY PROPER AUTHORITIES AT ALL CONSTRUCTION SITES.

IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY FOR HAVING UNDERGROUND CABLE AND UTILITIES LOCATED AND 13.

CONTRACTOR'S WORK.

UNDERGROUND FACILITIES IN CLOSE PROXIMITY OR IN POSSIBLE CONFLICT WITH THE OVERHEAD OR

HAVING THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND MEETING WITH ALL UTILITIES 12.

WITH SECTION 2-4 FOOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (LATEST EDITION).

RESPONSIBLE FOR EXAMINING THE JOB SITE CONDITIONS BEFORE SUBMITTING BID PROPOSALS IN ACCORDANCE

FOUNDATIONS OR OTHER SIGNAL EQUIPMENT IS TO BE INSTALLED. THE CONTRACTOR SHALL BE CONTROLLER

THE CONTRACTOR SHALL BE AWARE THAT NO TEST BORINGS WERE MADE WHERE CONDUIT, PULL BOXES, 11.

ABOVE GROUND STRUCTURES AND FACILITIES.

PLANS. THE CONTRACTOR IS FULLY RESPONSIBLE FOR LOCATING AND AVOIDING EXISTING UNDERGROUND AND

AND FACILITIES WITHIN THE BOUNDS OF WORK SHOWN IN THE PLANS ARE NOT LOCATED IN THE STRUCTURES

THE CONTRACTOR SHALL BE AWARE IN THE EVENT THAT EXISTING UNDERGROUND AND ABOVE GROUND 10.

STAKING SHALL BE INCIDENTAL TO AND INCLUDED IN THE COST OF THE PROJECT.

STAKING SHALL BE SEPARATE AND IN ADDITION TO THE NORMAL STAKING OF THE PROJECT. THE COST OF THIS

THE CONTRACTOR SHALL COORDINATE WITH THE IMPACTED UTILITIES AND STAKE THE ITEMS REQUESTED. THE

FACILITIES AS INDICATED ON THE UTILITY RELOCATION SCHEDULES SHALL BE PERFORMED BY THE CONTRACTOR.

ALL STAKING OF PROPOSED CONSTRUCTION TO ALLOW FOR THE PROPER INSTALLATION/RELOCATION OF UTILITY 9.

WORK.THE

PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY ALL UTILITIES WHICH MAY BE AFFECTED BY 8.

REMAIN IN PLACE.

ADJUSTMENTS, AS REQUIRED. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO

ENGINEER TO CONTACT THE RESPECTIVE UTILITY OWNER TO RESOLVE UTILITY CONFLICTS AND UTILITY

THE AREA OF CONSTRUCTION, SHOULD THERE BE OTHER UTILITIES, THE CONTRACTOR SHALL NOTIFY THE WITHIN

THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY IF OTHER UTILITIES (NOT SHOWN ON THE PLANS) EXIST 7.

UTILITIES SHALL BE DETERMINED BY THE CONTRACTOR DURING CONSTRUCTION.

THE LOCATIONS OF EXISTING UTILITIES SHOWN ON THE PLAN ARE APPROXIMATE ONLY. THE EXACT LOCATION OF 6.

COMMENCING.

THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES FORTY EIGHT (48) HOURS IN ADVANCE OF WORK 5.

CABINET.OF AS-BUILT PLANS, ONE SET FOR LEE COUNTY AND ONE SET SHALL BE LEFT IN THE SETS

AT THE TIME OF FINAL PROJECT INSPECTION, THE CONTRACTOR SHALL FURNISH THE ENGINEER THREE COMPLETE 4.

ALL SIGNAL EQUIPMENT SHALL BE COMPLIANT WITH LEE COUNTY AND FDOT STANDARDS.3.

MAINTAINING AGENCY AT LEAST 48 HOURS BEFORE BEGINNING TRAFFIC SIGNAL RELATED WORK.NOTIFY THE

THE MAINTAINING AGENCY IS THE LEE COUNTY DEPARTMENT OF TRANSPORTATION. THE CONTRACTOR SHALL 2.

MAST-ARM.PROPOSED

THE COUNTY MAY REQUIRE TO UPDATE THE EASEMENT ON THE SOUTHEAST CORNER TO COVER THE NEW 1.

26°

MW

24"

16"

FOFOC

XS

E

FOC

E

TS

TS

CB

WV

TRANS

TS

CB

TSCB

TSCB

TSCB

TS

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12"

14"

14"

TS

TSCB

TSCB

10" IGV

WV

WV

TSCB

TSCB

HY D

TS

WV

WV

12"

14"

WV

WM

WV

P4

P6

VV

VV

P8

P6

V

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OF

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NO.

SHEET

PLANS OF PROPOSED

SOUTHWEST FLORIDA



PROJECT NO.

8074






P.E. No. 63914



DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET

G

Y

R

3-SECT., 1-WAY

Feet

0

N

6

6

REMOVE

EXISTING

1-SECT., 2-WAY

PED. SIGNAL

DONT

WALK

DONT

WALK

ANCILLARY EQUIPMENT TO REMAINEXIST. TRAFFIC CONTROLLER &

632-7-1

670-5-400

646-1-60

1 PI

1 AS

649-26-3 1 EA

MODIFY

(POWER SOURCE)EXIST. POWER POLE

METER TO REMAINEXIST. ELECTRIC

3-SECT., 1-WAY

1 AS

R

Y

G

650-1-14

6

D

C

1 EA

EL. 4.59

646-1-11

2 EA 665-1-11

630-2-11 53 LF

635-2-11 5 EA

THIS CORNER

P6

6

2

P2

3

8

P8

4

P4

/01 /02 /03

EXIST. R/W LINE

DE

L P

RA

DO B

LV

D.

SE 47TH TERRACE

EXIST. R/W LINE

632-7-6 1 PI

ANCHOR TO BE REMOVEDEXIST. GUY WIRE, POLE &

ANCHOR TO BE REMOVEDEXIST. GUY WIRE, POLE &

EXIST. BUSINESS SIGN

CARRIAGE CLASS CLEANERS

15

DO NOT

BLOCKINTERSECTION

B

700-3-201

24"x24"R3-2

1 EA

24"x30"R10-7

C

1 EA

5'-6"x2'-0"

Vehicles

Watch For

START CROSSING

If Started

Finish Crossing

DON'T START

To Finish Crossing

TIME REMAINING

DON'T CROSS

STEADY

TIMER

FLASHING

SE 47TH TERRACE

TO CROSS

PUSH BUTTON

Vehicles

Watch For

START CROSSING

If Started

Finish Crossing

DON'T START

To Finish Crossing

TIME REMAINING

DON'T CROSS

STEADY

TIMER

FLASHING

DEL PRADO BLVD

TO CROSS

PUSH BUTTON

REMOVE

NOTES AND CONTROLLER OPERATION

700-3-201

A

DEL PRADO BLVD)(LEFT LANE

COUNT-DOWNPED. SIGNAL

1-SECT., 1-WAY

4 AS

2 EAFTP-68B-06

2 EAFTP-68B-06

8

8

5-SECT., 1-WAY

1 AS

R

Y Y

G G

REMOVE

83

B

SIGNALIZATION PLAN

DEL PRADO BLVD.

653-1-11

2 EA

D

E:674579.2417N:810552.7710

POLE LOCATION=

EL 4.71 1

649-21-10

630-2-12 70 LF

30

P4 P6

P8

1 EA

6'-6"x2'-0"

C

ELEVATION=4.26'

EASTING 674566.82

NORTHING 810554.07

4576"

STAMPED "EF GAINES REF PT LS

SET MAG NAIL & DISK

PROJECT CONTROL POINT

700-5-22700-5-21

EXIST. R/W LINE

EXIST. R/W LINE

EASEMENT LINE

EASEMENT LINE

EASEMENT LINE

EASEMENT LINE

1 EA

THIS CORNER

635-2-11

THIS CORNER

649-26-3

660-4-11 1 EA

1 EA

2 EA

646-1-11

1 EA 665-1-40

1 EA

646-1-11

1 EA 665-1-11

1 EA

SIGNAL HEADS TO REMAINEXIST. SIGNAL POLE AND

SIGNAL HEADS TO REMAINEXIST. SIGNAL POLE AND

E

P8

8

SPECIAL S.O.P.

3-SECT., 1-WAY

4 AS

R

Y

G

650-1-14

3

A

ELEVATION=4.33'

EASTING 674581.00

NORTHING 810642.49

FOUND PK NAIL & DISK

PROJECT CONTROL POINT

3 AS

ALL RED

YELLOW CLEARANCE

MAXIMUM GREEN 2

RECALL

PED. CLEARANCE

PEDESTRIAN WALK

MAXIMUM GREEN 1

MOVEMENT NUMBER

TIMING FUNCTION

CONTROLLER TIMINGS

TI

MIN

G F

UN

CTIO

N EXTENSION

MINIMUM GREEN

4.0

2.4

7

40

3.7

7

3.2

5 4

3

7

3.6

3.7

7

7

8

3

40

6 7

7

60

3

2.4

4.0

7

13

7

2

3

60

1

26 19 26

20

3

3

7

3.7

4.2

SE 47TH TER)(LEFT LANE

4-SECT., 1-WAY

1 AS

R

FY

G

SY

650-1-16

5. PROPOSED MAST ARM SHALL BE GALVANIZED.

FEET BELOW EXISTING GRADE.

CONDUIT, ANCHOR BOLTS AND REINFORCING STEEL) TO A MINIMUM DEPTH OF FOUR

AND ALL ATTACHMENTS (INCLUDING POLE KEYS, DEAD MEN, GUYING APPARATUS,

4. PAY ITEM 649-26-3 INCLUDES REMOVAL OF POLE, MAST ARM, STREET NAME SIGNS,

CONDUCTORS AVAILABLE FOR PROTECTED AND PERMISSIVE OPERATION.

LEFT TURN MOVEMENTS. EACH LEFT TURN MOVEMENT SHALL HAVE

THE CONTROLLER AS A SEPARATE PHASE/MOVEMENT. THIS INCLUDES

3. EACH PHASE/MOVEMENT SHALL BE WIRED FROM THE SIGNAL DISPLAY TO

2. POSTED SPEED IS 35 MPH FOR DEL PRADO BLVD. AND 30 MPH FOR SE 47TH TERRACE.

1. MAJOR STREET IS DEL PRADO BLVD. AND MINOR STREET IS SE 47TH TERRACE

1 EA

700-3-201

E

ARROW

YELLOW

FLASHING

YIELD ON

LEFT TURN

30"x36"R10-27a

RELOCATE PEDESTRIAN DETECTORREMOVE EXIST. PEDESTAL &

660-4-12 1 EA

660-4-60 1 EA

1 EA

1 EA 660-4-12

660-4-60

660-4-122 EA

SIGNS, AND VIDEO CAMERA REMOVE EXIST. SIGNAL POLE, SIGNAL HEADS,

SIGNS, AND VIDEO CAMERA REMOVE EXIST. SIGNAL POLE, SIGNAL HEADS,

6 RUNS (SIG. HV, PED HV, SIG/PED LV, DETECTION, SIGN POWER, SPARE)

630-2-1151 LF

5 EA

T-5

NO

T

US

ED

NO

T

US

ED

NO

T

US

ED

ADJUSTING AS DIRECTED BY THE ENGINEER.

PROPOSED TIMINGS ARE INITIAL AND MAY REQUIRE FIELD

2 2 2

4

6 6

4

6

P4

8

3

8

3

8

8

P8

P6

6

6

P6

TH

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OF

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NO.

SHEET

PLANS OF PROPOSED

SOUTHWEST FLORIDA



PROJECT NO.

8074






P.E. No. 63914



DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET

* DENOTES NUMBER OF SECTIONS IN SIGNAL HEAD ASSEMBLY

NO.

SHEET

1 *

SIGNAL DATA

DISTANCE FROM POLE

2 * 3 * 4 * * A W1H1 B H2 W2 C H3 W3 D H4 W4

SIGN DATA

DISTANCE FROM POLE / HEIGHT AND WIDTH OF SIGN

COLOR

PAINT

90/270

DUAL ARMS

/ BETWEEN_

V 3 3

NO.

ID

T-4 11.0 32.61 60'N 41.2

Y/N

PLATES

BACK

Y/N

SIGNAL

PED.

ELEV.

CROWN

NO.

ARM

RDWY

ELEVATION

FOUNDATION

TOP OF

V/H

SIGNAL

M.H.

ARM

LENGTH

ARM

TOTAL

1 2.00 2.525.7

G

Y

R

G

Y

R

G

Y

R

G

Y

R

G

Y

R

AC

124 3

H1

(ARM M.H.)

HEIGHT

MOUNTING

ARM

TOP OF FOUNDATION ELEVATION

W1

SIGN A

W2

SIGN BSIGN C

W3

H3 H2

B

H4

D

SIGN D

W4

TOTAL ARM LENGTH

5W5

SIG

N E

E H5

LONGEST ARM FOR DOUBLE ARM POLE.

ARM NO. 1 - SINGLE ARM POLE OR

DIRECTION FROM ARM NO. 1.

TO BE MEASURED IN A COUNTER CLOCKWISE

ARM NO. 2 - DOUBLE ARM POLE ORIENTATION

(+) ATTACH TO THE SIGNAL POLE

VD

VD = VEHICLE DETECTOR

4.71 4.59 46.0E:674579.2417N:810552.7710

Y 37.8 49.7 2.0 2.5

TH

E

OF

FI

CI

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TH

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G15-23.004,

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C.

(NORTHING/EASTING)

LOCATION

3

358.8

3.02.5VD

TABULATION

MAST ARM

28.9 3 50.854.8 4

5 / 6

GALVANIZED

57.1 2.0 2.0

H5/H6W5/W6E/F

T-6

TH

E

OF

FI

CI

AL

RE

CO

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OF

THI

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SH

EE

T I

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TH

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EL

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ONI

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M:\1201825.00 Lee County\WO 1- Del Prado Mastarm\Structures\Drawings\MiscStrMastArm01.dgncsinger 11/5/2020 12:02:34 PM Default

NO.

SHEET

PLANS OF PROPOSED

SOUTHWEST FLORIDA



PROJECT NO.

8074




Engineer of Record: Kipling Laskaris, P.E.


P.E. No. 75005



DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET

T-7

ASSEMBLIES DATA TABLE

SPECIAL MAST ARM

SPECIAL MAST ARM ASSEMBLIES DATA TABLE

SPECIAL MAST ARM ASSEMBLIES DATA TABLE (CONT.)

SPECIAL MAST ARM ASSEMBLIES DATA TABLE (CONT.)

LOCATIONS

NUMBER OF

NUMBER

STRUCTURE

FA(ft) FB(in) FC(in) FD(in)

FIRST ARM

FE(ft) FF(in)

FIRST ARM EXTENSION

FG(in) FH(in) SA(ft) SB(in)

SECOND ARM

SC(in) SD(in) SE(ft)

SECOND ARM EXTENSION

SF(in) SG(in) SH(in) UA(ft) UB(ft) UC(in) UD(in)

POLE

UE(in) UF(deg) UG(ft)

NUMBER

STRUCTURE

#Bolts HT FJ FK

FIRST ARM CONNECTION (in) First Arm Camber Angle = 2 Degrees

FL FN FO FP FR FS FT #Bolts HT SJ SK SL

SECOND ARM CONNECTION (in) Second Arm Camber Angle = 2 Degrees

SN SO SP SR SS ST

LL(deg)LK(in)LJ(in)LH(in)

LUMINAIRE AND LUMINAIRE CONNECTION

LG(in)LF(ft)LELD(in)LC(in)LB(ft)LA(ft)RBRA

SHAFT AND REINF.

DB(ft)DA(ft)BF

POLE BASE CONNECTION (in)

BCBBBA#BoltsNUMBER

STRUCTURE

Table Date 07-01-15

Table Date 01-01-12

Table Date 01-01-12

RC RD(in)

Design Water Table is 0 ft. below surface

Soil Weight = 45 pcf (saturated)

Soil Friction Angle = 30 deg.

Soil Layer Thickness = 35 ft.

Soil Type = Cohesionless

Assumptions and Values used in design:2.

sealed by Ivan F. Sokolic, P.E.

Design based on Borings taken 4/21/2020 1.

FOUNDATION NOTES [Notes Date 01-01-12]:

RE RF(in)

Design Wind Speed = 170 mph2.

Work with Index 649-031.1.

NOTES [Notes Date 07-01-13]:

35.5 13.1 18.1 0.25 28.5 17 21 0.375 0 0 0 0 0 0 0 0 23.5 20.5 20.7 24 0.375 0 0

6 30 36 3 0.75 0.438 18.1 1.5 2 12 0.438 0 0 0 0 0 0 0 0 0 0 0

8 40 2.5 2 40 20 5 11 18 10 6 10 9 0 0 0 0 0 0 0 0 0 0 01

1

1 1

Sign B 1

6'-6" 0.5"

none

2'-0" 1.5"

Black/White White

Green

6

D

6.7

e

5.8

l

1.3

5

P

6.5

r

3.6

a

5.8

d

6.1

o

4.9 26.4

L

45.6

56.3

B

4.4

L

3.4

V

4.6

D

3.4 6

L

15.7

17.3

4

5.6

7

5.1

0

5.5

8

4.1

3.8

&

5.3

3.8

U

5.5

P

4.1 18

L

42.7

AR_Type D 63 2.9 6 9270

Sign A 1

5'-6" 0.5"

none

2'-0" 1.5"

Black/White White

Green

37.7

t

3.1

h

3.5 21.7

L

6.6

6

S

6.8

E

5

5

4

7.5

7

5.4 30.3

L

29.7

48.7

T

3.9

E

4.1

R

3.4 6

L

11.3

10.4

1

2.8

6

5.3

1

2.8

0

4.3

3.8

&

5.3

3.8

U

5.5

P

4.1 18

L

37.6

AR_Type D 51 3 6 9270

GUIDE SIGN WORKSHEET Tampa, Florida 33602




P.E. No. 63914


SOUTHWEST FLORIDA





PROJECT NO.

8074

PLANS OF PROPOSED

BY DESCRIPTIONDATE BY DESCRIPTIONDATE

REVISIONSSHEET

NO.

11/5/2020 12:02:35 PM M:\1201825.00 Lee County\WO 1- Del Prado Mastarm\Traffic\Signal\GSWKSP01.DGNcsinger

SYMBOL(S) X Y WID HTANGLE

SIGN NAME STATION(S)

WIDTH

HEIGHT

PANEL

LEGEND

COLOR

RADII

WIDTH

BORDER

COLOR

NUMBER

SIGN

QTY

SIGN

NUMBER

CLEARANCE COLUMN SIZE AVERAGE

LENGTH

Edge Of Lane

NUMBER

OF POSTS

FIXTURE SPACINGNO. OF LIGHT FIXTURES

PHOTOMETRIC CURVE

WATT

VOLTAGE

SPACE

SPACE

COPY

SPACE

COPY

SPACE

COPY

COPY

SPACE

COPY

COPY

COPY

SPACE

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

COPY

SPACE

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

SPACE

COPY

SPACE

COPY

SPACE

SPACE

COPY

SPACE

COPY

SPACE

COPY

COPY

SPACE

COPY

COPY

COPY

SPACE

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

COPY

SPACE

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

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

SIGN

NUMBER

CLEARANCE COLUMN SIZE AVERAGE

LENGTH

Edge Of Lane

NUMBER

OF POSTS

FIXTURE SPACINGNO. OF LIGHT FIXTURES

PHOTOMETRIC CURVE

WATT

VOLTAGE

6" 54" 6"

5'-6"

3"

8"D

4"

6"D

3"

3.07"

6"D

5.9"

6"

3.03"

4.97"

6"C

13.03"

2'-

0"

6" 66" 6"

6'-6"

3"

8"D

13"

5.05"

6"C

4.02"

6"D

2.94"

15.07"

6"

2.93"

2'-

0"

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LEE COUNTY BOARD OF COUNTY COMMISIONERS

Documents

Transcript of LEE COUNTY BOARD OF COUNTY COMMISIONERS