lee county board of county commisioners
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EXPRESSWAY
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PENSACOLA FORT WALTON
BEACH
PANAMACITY
CHIPLEY
TALLAHASSEE
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JACKSONVILLE
ST AUGUSTINE
GAINESVILLE
OCALA DAYTONA BEACH
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NEW PORT RICHEY
TAMPA
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LAKELAND
MELBOURNE -COCOA
ORLANDO
BARTOWST PETERSBURG
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SARASOTA -
BRADENTON
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FT PIERCE
FT MYERS
WEST PALM
BEACH
FT LAUDERDALE
MIAMI
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NAPLES
KEY WEST
CITY
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SHEET DESCRIPTIONSHEET NO.
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LE 61
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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
M:\1201825.00 Lee County\WO 1- Del Prado Mastarm\Traffic\Signal\SIGNSG01.dgncsinger 11/5/2020 12:02:30 PM Default
NO.
SHEET
PLANS OF PROPOSED
SOUTHWEST FLORIDA
1500 Monroe St., Fort Myers, FL 33901
LEE COUNTY DEPARTMENT OF TRANSPORTATION
PROJECT NO.
8074
KISINGER CAMPO & ASSOCIATES
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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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
T-1
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NO.
SHEET
PLANS OF PROPOSED
SOUTHWEST FLORIDA
1500 Monroe St., Fort Myers, FL 33901
LEE COUNTY DEPARTMENT OF TRANSPORTATION
PROJECT NO.
8074
KISINGER CAMPO & ASSOCIATES
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
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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.
SHEET
PLANS OF PROPOSED
SOUTHWEST FLORIDA
1500 Monroe St., Fort Myers, FL 33901
LEE COUNTY DEPARTMENT OF TRANSPORTATION
PROJECT NO.
8074
KISINGER CAMPO & ASSOCIATES
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
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
G
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
V
TH
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OF
FI
CI
AL
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CO
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OF
THI
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AN
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SE
AL
ED
UN
DE
R
RU
LE 61
G15-23.004,
F.
A.
C.
\\hofs\fdot\1201825.00 Lee County\WO 1- Del Prado Mastarm\Traffic\Signal\PLANSG01_Alt2.DGNcsinger 11/5/2020 12:02:33 PM Default
NO.
SHEET
PLANS OF PROPOSED
SOUTHWEST FLORIDA
1500 Monroe St., Fort Myers, FL 33901
LEE COUNTY DEPARTMENT OF TRANSPORTATION
PROJECT NO.
8074
KISINGER CAMPO & ASSOCIATES
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
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
E
OF
FI
CI
AL
RE
CO
RD
OF
THI
S
SH
EE
T I
S
TH
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EL
EC
TR
ONI
C
FI
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DI
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LL
Y
SI
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UN
DE
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G15-23.004,
F.
A.
C.
\\hofs\fdot\1201825.00 Lee County\WO 1- Del Prado Mastarm\Traffic\Signal\MSSGSG01.DGNcsinger 11/5/2020 12:02:34 PM Default
NO.
SHEET
PLANS OF PROPOSED
SOUTHWEST FLORIDA
1500 Monroe St., Fort Myers, FL 33901
LEE COUNTY DEPARTMENT OF TRANSPORTATION
PROJECT NO.
8074
KISINGER CAMPO & ASSOCIATES
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
* 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
AL
RE
CO
RD
OF
THI
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SH
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T I
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TH
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TR
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FI
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DI
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LL
Y
SI
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ED
AN
D
SE
AL
ED
UN
DE
R
RU
LE 61
G15-23.004,
F.
A.
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
RD
OF
THI
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SH
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T I
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DI
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TA
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Y
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ED
AN
D
SE
AL
ED
UN
DE
R
RU
LE 61
G15-23.004,
F.
A.
C.
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
1500 Monroe St., Fort Myers, FL 33901
LEE COUNTY DEPARTMENT OF TRANSPORTATION
PROJECT NO.
8074
KISINGER CAMPO & ASSOCIATES
Tampa, Florida 33602
Kisinger Campo & Associates Corp.
Engineer of Record: Kipling Laskaris, P.E.
201 N. Franklin Street, Suite 400
P.E. No. 75005
AND SE 47TH ST. TERRACE
SIGNAL AT DEL PRADO BLVD.
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
Kisinger Campo & Associates Corp.
Engineer of Record: M. Fathy Abdalla, P.E.
201 N. Franklin Street, Suite 400
P.E. No. 63914
KISINGER CAMPO & ASSOCIATES
SOUTHWEST FLORIDA
1500 Monroe St., Fort Myers, FL 33901
LEE COUNTY DEPARTMENT OF TRANSPORTATION
AND SE 47TH ST. TERRACE
SIGNAL AT DEL PRADO BLVD.
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"
TH
E
OF
FI
CI
AL
RE
CO
RD
OF
THI
S
SH
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T I
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TH
E
EL
EC
TR
ONI
C
FI
LE
DI
GI
TA
LL
Y
SI
GN
ED
AN
D
SE
AL
ED
UN
DE
R
RU
LE 61
G15-23.004,
F.
A.
C.
T-8