446685-1_Signalization_Plans Revised.pdf
PDF 6 MB Posted
- Attached to
- Addendum 1
- Solicitation number
- IN-07958
- Issued by
- Manatee County, Florida
About this file
This document contains the Signalization Plans for the FDOT District One US 41 Automated Traffic Signal Performance Measures (ATSPM) Upgrades project. The project involves upgrades to traffic signals at five intersections along US 41 in Manatee County, Florida. The plans detail the removal of existing cabinets, installation of new ATC TS2 Type 1 cabinets and controllers, and integration of new radar detection systems for stop bar presence, advanced detection, and ATSPM data collection. The project has a financial project ID of 446685-1-52-01 and the work is to be performed under FDOT Contract No. CAH58. The plans indicate the contractor is required to coordinate with Manatee County during the traffic signal installation.
The plans provide detailed vehicle detector layouts, splice diagrams for fiber optic communication equipment, and temporary traffic control plans for sidewalk and lane closures during construction. Key bid items include new traffic signal cabinets, controllers, radar detection systems, conduit, pull boxes, and other associated electrical and communication materials and labor. No pricing or funding details are provided in the plans, but the contract is being procured by the Florida Department of Transportation, likely using state and federal transportation funds allocated for roadway infrastructure improvements in Manatee County.
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Other files
| File | Type | Posted |
|---|---|---|
| EXHIBIT C-Revised Bid Sheet.pdf | ||
| ITB-1332 Addendum 1.doc.pdf | ||
| Revised Scope.pdf |
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Text version
NONERAILROAD CROSSINGS:
NONEBRIDGE LIMITS:
NONEEXCEPTIONS:
SECTION 13130000 BEGIN MP 4.472 - END MP 4.672
SECTION 13130000 BEGIN MP 0.906 - END MP 1.106
SECTION 13010000/13040000 BEGIN MP 5.184/7.654 - END MP 5.384/7.854
SECTION 13010000 BEGIN MP 4.177 - END MP 4.377
SECTION 13010000 BEGIN MP 3.038 - END MP 3.238PROJECT LIMITS:
WorkProgram_Tbl15_Dissolved_2004,itemseg,4466851 https://owpbstandardmap.fdot.gov/?query=PROJECT LOCATION URL:
GOVERNING STANDARD SPECIFICATIONS:
http://www.fdot.gov/programmanagement/implemented/specbooks for Road and Bridge Construction at the following website:
Florida Department of Transportation, FY2023-24 Standard Specifications
GOVERNING STANDARD PLANS:
APPLICABLE IRs: NONE 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, FY2023-24 Standard Plans for Road and
CONTRACT NO.: CAH58
VENDOR NO.: 59-2594956
NICHOLAS J. SPATOLA, P.E.
FALLER, DAVIS & ASSOCIATES, INC.
2301 MAITLAND CENTER PARKWAY, SUITE 265
MAITLAND, FL 32751
LOCATION OF PROJECT
TEMPORARY TRAFFIC CONTROL PLAN
SPLICE DIAGRAMS
VEHICLE DETECTOR DETAILS
SIGNALIZATION PLAN
PROJECT LAYOUT
GENERAL NOTES
SIGNATURE SHEET
KEY SHEET
SHEET DESCRIPTION
17 - 19
11 - 15
6 - 10
3 - 4
SHEET NO.
ENGINEER OF RECORD:
SIGNALIZATION PLANS
INDEX OF SIGNALIZATION PLANS
BELINDA THOMAS
FDOT PROJECT MANAGER:
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EXPRESSWAY
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PENSACOLA FORT WALTON
BEACH
PANAMA
CITY
CHIPLEY
TALLAHASSEE
JACKSONVILLE
ST AUGUSTINE
GAINESVILLE
OCALA DAYTONA BEACH
DELAND
NEW PORT RICHEY
TAMPA
LAKELAND
MELBOURNE -
COCOA
ORLANDO
BARTOWST PETERSBURG
SARASOTA -
BRADENTON
FT PIERCE
FT MYERS
WEST PALM
BEACH
CONTRACT NO.
CONSTRUCTION
NO.
SHEET
YEAR
FISCAL
CITY
LAKE
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SIGNALIZATION PLANS
446685-1-52-01 FINANCIAL PROJECT ID
MANATEE COUNTY (13010/13040/13130)
45/55/684 STATE ROAD NO.
STATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
US 41 AUTOMATED TRAFFIC SIGNAL PERFORMANCE MEASURES UPGRADES
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CONTRACT PLANS COMPONENTS
SIGNALIZATION
P.E. LICENSE NUMBER 76103
(407) 644-2116
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
ROAD NO. FINANCIAL PROJECT IDCOUNTY
446685-1-52-01MANATEE
55/684
SR 45/
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MAITLAND, FLORIDA 32751
2301 MAITLAND CENTER PKWY., SUITE 265
FALLER, DAVIS & ASSOCIATES, INC.
LICENSE NUMBER 76103
NICHOLAS J. SPATOLA, P.E.
ENGINEER OF RECORD
SIGNATURE SHEET
THE ABOVE NAMED PROFESSIONAL IS RESPONSIBLE FOR THE FOLLOWING
SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.
THIS ITEM HAS BEEN DIGITALLY
SIGNED AND SEALED BY
ON THE DATE ADJACENT TO THE SEAL
PRINTED COPIES OF THIS DOCUMENT ARE
NOT CONSIDERED SIGNED AND SEALED
AND THE SIGNATURE MUST BE VERIFIED
ON ANY ELECTRONIC COPIES.
NICHOLAS J. SPATOLA, P.E. NO. 76103
MAITLAND, FL 32751
2301 MAITLAND CENTER PARKWAY, SUITE 265
FALLER, DAVIS & ASSOCIATES, INC.
STATE OF
No 76103
R E
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NI
GNE LANOIS
SE
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APS J SALOHCI
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SHEET NO. SHEET DESCRIPTION
THE ABOVE NAMED PROFESSIONAL IS RESPONSIBLE FOR THE FOLLOWING
SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.
THIS ITEM HAS BEEN DIGITALLY
SIGNED AND SEALED BY
ON THE DATE ADJACENT TO THE SEAL
PRINTED COPIES OF THIS DOCUMENT ARE
NOT CONSIDERED SIGNED AND SEALED
AND THE SIGNATURE MUST BE VERIFIED
ON ANY ELECTRONIC COPIES.
ALLISON A. HAGERTY, P.E. NO. 80503
MAITLAND, FL 32751
2301 MAITLAND CENTER PARKWAY, SUITE 265
FALLER, DAVIS & ASSOCIATES, INC.
STATE OF
No 80503
R E
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NI
GNE LANOIS
SE
F O
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ESNECIL
ADIROL
F
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REGAH .A NOSILL
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SHEET NO. SHEET DESCRIPTION
11 - 15
6 - 10
3 - 4
SPLICE DIAGRAMS
VEHICLE DETECTOR DETAILS
SIGNALIZATION PLAN
PROJECT LAYOUT
GENERAL NOTES
SIGNATURE SHEET
KEY SHEET
17 - 19
TEMPORARY TRAFFIC CONTROL PLAN
SIGNATURE SHEET
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
ROAD NO. FINANCIAL PROJECT IDCOUNTY
446685-1-52-01MANATEE
55/684
SR 45/
/8
/2
X
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MAITLAND, FLORIDA 32751
2301 MAITLAND CENTER PKWY., SUITE 265
FALLER, DAVIS & ASSOCIATES, INC.
LICENSE NUMBER 76103
NICHOLAS J. SPATOLA, P.E.
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ENGINEER OF RECORD
GENERAL NOTES (1)
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
STORAGE OR STAGING OF EQUIPMENT.
DO NOT USE LINCOLN COMMUNITY PARK LOCATED IN THE SOUTHEAST QUADRANT OF SR 55 (US 41) AND 17TH STREET E FOR THE
EXISTING SIGNAL TIMINGS AND SETTINGS TO REMAIN UNLESS OTHERWISE SHOWN IN THE PLANS.
PHONE: 863-519-2216
EMAIL: NEAL.TURNER@DOT.STATE.FL.US
BARTOW, FL 33830-1249
P.O. BOX 1249
801 N. BROADWAY AVE
NEAL TURNER, P.E., TSM&O ENGINEER - ARTERIALS
FDOT TRAFFIC OPERATIONS
AT THE COMPLETION OF THE PROJECT, PROVIDE AS-BUILT PLANS IN ELECTRONIC FORM (PDF) TO:
MANATEE COUNTY PUBLIC WORKS
CORY MILES
BUILT” PLANS TO:
WHEN CONSTRUCTION IS COMPLETE, IN ADDITION TO THE REQUIREMENT OF STANDARD SPECIFICATION 9-8, PROVIDE A SET OF “AS-
MANATEE COUNTY PUBLIC WORKS
CORY MILES
AT LEAST TWO (2) FULL BUSINESS DAYS PRIOR TO BEGINNING THE TRAFFIC SIGNAL INSTALLATION, CONTACT:
PHONE: 941-708-4429
BRADENTON, FL 34212
14000 STATE ROAD 64 EAST
MANATEE OPERATIONS CENTER
FLORIDA DEPARTMENT OF TRANSPORTATION
JAMES NICHOLS
MANATEE COUNTY
LIAISON:
AT LEAST TWO (2) FULL DAYS PRIOR TO BEGINNING THE TRAFFIC SIGNAL INSTALLATION, CONTACT THE TRAFFIC SIGNAL INSPECTOR/
CORY.MILES@MYMANATEE.COM
PHONE: 941-256-4628 EXT. 7262
TRAFFIC OPERATION DIVISION SIGNAL SUPERVISOR
MANATEE COUNTY PUBLIC WORKS
CORY MILES
FOR REMOVED SIGNAL EQUIPMENT CLAIMED BY THE MAINTAINING AGENCY, CONTACT:
MAINTAINING AGENCY: MANATEE COUNTY
APPROXIMATE.
THE RIGHT OF WAY DESIGNATIONS SHOWN ON THE PLANS ARE NOT TIED TO A SURVEYED CENTERLINE, AND AS SUCH, ARE
BASELINES SHOWN ON THE PLANS ARE FOR INFORMATIONAL PURPOSES ONLY AND ARE NOT SURVEY OR STAKED IN THE FIELD.
OF SURVEYED MAPPING.
EXISTING PLANS PROVIDED BY FDOT AND AERIAL PHOTOGRAPHY. THEREFORE, THE ACCURACY OF THE BASE MAPPING IS NOT THAT NO BENCHMARK DATUM WAS USED FOR THIS PROJECT. THE BASE MAPPING DEPICTED ON ALL PLAN SHEETS WAS OBTAINED FROM
GENERAL NOTES
CABINET.
INCLUDES AN APC 1300W WITH AN ETHERNET PORT AND PIGGYBACK CABINET MOUNTED TO THE TRAFFIC SIGNAL CONTROLLER 685-1-14:
INCLUDES ALL CABLING, HARDWARE, MATERIALS, AND LABOR FOR A COMPLETE AND ACCEPTABLE RECONNECTION.
PROVIDED FOR THE RECONNECTION OF THE EXISTING CCTV CAMERA TO THE PROPOSED TRAFFIC CONTROLLER CABINET AND 682-1-400:
AND EQUIPMENT FROM DUST AND DEBRIS CAUSED BY CORE DRILLING
EQUIPMENT IN THE CABINET OR THE ANCHORING OF THE CABINET FLANGE TO THE CONCRETE FOUNDATION. PROTECT INTERNAL CABINET USE A MINIMUM OF 3 INCH DIAMETER CONDUIT. LOCATE NEW CONDUITS SO THEY WILL NOT OBSTRUCT THE MAINTENANCE OF INSTALL NEW CONDUITS INTO THE EXISTING FOUNDATION AS REQUIRED IN THE PLANS. WHEN ADDITIONAL CONDUITS ARE REQUIRED, CORE-DRILL EXISTING CONTROLLER CABINET BASE AND INSTALL NEW CONDUITS IF SPARE CONDUIT STUB-OUTS CANNOT BE USED.
ANY MODIFICATIONS NECESSARY TO CONNECT EXISTING AND PROPOSED EQUIPMENT/SYSTEMS.
AND INCLUDES MODIFYING EXISTING CABINET BASES AS NEEDED TO PROVIDE A LEVEL BASE TO ACCOMMODATE PROPOSED CABINET
676-1-500:
INCLUDES A TRAFFICWARE ATC TS2 TYPE 1 CONTROLLER APPROVED BY MANATEE COUNTY AND CONFIGURED TO COLLECT ATSPM.
671-2-11:
AND DEBRIS CAUSED BY CORE DRILLING.
THE ANCHORING OF THE CABINET FLANGE TO THE CONCRETE FOUNDATION. PROTECT INTERNAL CABINET AND EQUIPMENT FROM DUST DIAMETER CONDUIT. LOCATE NEW CONDUITS SO THEY WILL NOT OBSTRUCT THE MAINTENANCE OF EQUIPMENT IN THE CABINET OR INTO THE EXISTING FOUNDATION AS REQUIRED IN THE PLANS. WHEN ADDITIONAL CONDUITS ARE REQUIRED, USE A MINIMUM OF 3 INCH CONTROLLER CABINET BASE AND INSTALL NEW CONDUITS IF SPARE CONDUIT STUB-OUTS CANNOT BE USED. INSTALL NEW CONDUITS INCLUDES ANY MODIFICATIONS NECESSARY TO CONNECT EXISTING AND PROPOSED EQUIPMENT/SYSTEMS. CORE-DRILL EXISTING
THE NECESSARY SYSTEM COMPONENTS FOR INTEGRATION INTO THE EXISTING ETHERNET BASED FIBER OPTIC NETWORK.
CABINETS MUST BE FULLY COMPATIBLE WITH MANATEE COUNTY'S ATMS (ATMS.NOW). THE CABINETS MUST COME EQUIPPED WITH ALL
COLLECT AUTOMATED TRAFFIC SIGNAL PERFORMANCE MEASURES (ATSPM).
SUPPLIED WITH THE CABINET MUST BE A TRAFFICWARE ATC TS2 TYPE 1 APPROVED BY MANATEE COUNTY AND CONFIGURED TO MODIFYING EXISTING CABINET BASES AS NEEDED TO PROVIDE A LEVEL BASE TO ACCOMMODATE PROPOSED CABINET. THE CONTROLLER INCLUDES A SIZE 6 NEMA TS2 TYPE 1 CABINET AS DESCRIBED IN THE CURRENT NEMA STANDARD TS2 PUBLICATION. INCLUDES 670-5-112:
CABINET AND INCLUDES ALL CABLING, HARDWARE, MATERIALS, AND LABOR FOR A COMPLETE AND ACCEPTABLE RECONNECTION.
PROVIDED FOR THE RECONNECTION OF THE EXISTING AUDIBLE PEDESTRIAN DETECTOR TO THE PROPOSED TRAFFIC CONTROLLER 665-1-40:
INCLUDES ALL CABLING, HARDWARE, MATERIALS, AND LABOR FOR A COMPLETE AND ACCEPTABLE RECONNECTION.
PROVIDED FOR THE RECONNECTION OF THE EXISTING BLUETOOTH READERS TO THE PROPOSED TRAFFIC CONTROLLER CABINET AND 660-6-421:
PLANS. INCLUDES WAVETRONIX SHELF MOUNTED CABINET EQUIPMENT WITH SDLC INTERFACE.
INCLUDES SEPARATE WAVETRONIX ABOVEGROUND UNITS FOR STOP BAR PRESENCE AND ADVANCE DETECTION AS SHOWN IN THE
660-3-11 AND 660-3-12:
CABINETS.
INCLUDED FOR THE RECONNECTION OF EXISTING EMERGENCY GENERATOR CABINETS TO PROPOSED TRAFFIC SIGNAL CONTROLLER 639-4-7:
CABINET AND INCLUDES ALL HARDWARE, MATERIALS, AND LABOR FOR A COMPLETE AND ACCEPTABLE RECONNECTION.
PROVIDED FOR THE DISCONNECTION AND RECONNECTION OF THE EXISTING POWER SERVICE TO THE PROPOSED TRAFFIC CONTROLLER 639-1-420
INCLUDES RESTORATION OF EXISTING SIDEWALK IMPACTED BY THE INSTALLATION OF PULL BOXES.
“MANATEE COUNTY TRAFFIC SIGNAL” ON THE COVER.
USE POLYMER CONCRETE CONSTRUCTION PULL BOXES WITH POLYMER CONCRETE COVERS. PULL BOXES ARE TO BE STAMPED
WHEN CURB AND GUTTER IS NOT PRESENT.
PULL BOXES ARE TO BE PLACED BEHIND CURB AND GUTTER. PLACE PULL BOXES A MINIMUM OF 7’ FROM THE EDGE OF PAVEMENT 635-2-11:
BOX/VAULT, AND REROUTING TO THE PROPOSED TRAFFIC CONTROLLER CABINET FOR RECONNECTION AS SHOWN IN THE PLANS.
INCLUDES DISCONNECTING THE EXISTING FIBER OPTIC DROP CABLE, PULLING BACK TO THE NEAREST FIBER OPTIC CABLE SPLICE 633-1-420:
PAY ITEM NOTES
12.
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
ROAD NO. FINANCIAL PROJECT IDCOUNTY
446685-1-52-01MANATEE
55/684
SR 45/
/8
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X
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MAITLAND, FLORIDA 32751
2301 MAITLAND CENTER PKWY., SUITE 265
FALLER, DAVIS & ASSOCIATES, INC.
LICENSE NUMBER 76103
NICHOLAS J. SPATOLA, P.E.
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ENGINEER OF RECORD
GENERAL NOTES (2)
DZ - DILEMMA ZONE
SBP - STOP BAR PRESENCE
LBLC - LANE BY LANE COUNT
AS - ADVANCE SPEED
ACS - ADVANCE COUNT STATION
DETECTION TYPES
- VEHICLEVEH
- RADAR DETECTION ZONERDZ
- DETECTIONDET
ATC - ADVANCE TRANSPORTATION CONTROLLER
ABBREVIATIONS/ACRONYMS
NON-STANDARD
LEGEND
EXISTING/PROPOSED COMPONENT
DETECTION ZONE
PRESENCE RADAR DETECTIONP
V VIDEO DETECTION
PULL & SPLICE BOX 13"X24" COVER SIZE
VDZXYVDZXY
P
V
VDZXY
UTILITY CONTACTS
ZAYO GROUP, LLC
UNITI FIBER, LLC
TECO PEOPLES GAS
SPECTRUM SUNSHINE STATE, LLC
MCI/VERIZON BUSINESS
MANATEE COUNTY - UTILITY OPERATIONS
MANATEE COUNTY - TRANSPORTATION
FRONTIER FLORIDA, LLC
FLORIDA POWER & LIGHT - DISTRIBUTION
FLORIDA POWER & LIGHT - TRANSMISSION
CROWN CASTLE FIBER, LLC
COMCAST
CITY OF PALMETTO
CITY OF BRADENTON
COMPANY
MATT RICHARDS
TERRY YOUNG
ALEX MCFARLANE
JAMES (ALEX) FLEMING
JAMES BARRA
SCOTT MAY
MUKUNDA GOPALAKRISHNA
DENISE HUTTON
RAY VARGAS
CRAIG LEDBETTER
DANNY HASKETT
KEVIN MURPHY
MOHAMMED RAYAN
KIM CLAYBACK
CONTACT
813-587-2584
251-422-3872
813-275-3762
941-213-0877
813-928-9881
941-708-7450 X7650
941-749-3500 X7813
941-906-6722
941-927-4262
561-803-7942
786-610-7073
941-356-1489
941-723-4580
941-708-6300 X224
TELEPHONE NUMBER
UTILITIES
1.
CONSIDERED APPROXIMATE ONLY.
THE LOCATION(S) OF THE UTILITIES SHOWN IN THE PLANS ARE BASED ON LIMITED INVESTIGATION TECHNIQUES AND SHOULD BE
3. SEE PLANS FOR ADVANCE DETECTION SETBACK DISTANCES.
2. SEE PLANS FOR ADVANCE DETECTION ZONE WIDTHS.
1. NUMBER OF DETECTION ZONES VARIES. SEE PLANS FOR ADDITIONAL DETAILS.
DETECTION ZONE DETAILS (NTS)
RDZ6A
RDZ6B
RDZ6C
RDZ1A
R D
Z I
R D
Z
J
40'
6'
V A
R
IE
S
V A
R
IE
S
6'
STOP BAR
EDGE OF TRAVEL
EDGE OF TRAVEL
ADVANCE DETECTION ZONE
ADVANCE DETECTION ZONE
PRESENCE DETECTION ZONE
DETECTION ZONE
TURNING MOVEMENT COUNT
V - VEHICLE
LTR - LEFT-THROUGH-RIGHT
TR - THROUGH-RIGHT
TL - THROUGH-LEFT
R - RIGHT
T - THROUGH
L - LEFT
LANE DETECTION MOVEMENTS
PATHS MAY VARY.)
DIAGRAMMATIC ONLY. ACTUAL CONDUIT
CONDUIT (EXISTING CONDUIT ROUTING IS C CCTV CAMERAC
B BLUETOOTH READERB
CABINET
ZERO INDICATES THE DEVICE IS TO BE MOUNTED ON THE MAST ARM UPRIGHT.
OFFSET DISTANCES SHOWN IN THE TABLE BELOW ARE TAKEN FROM THE CENTER OF THE MAST ARM UPRIGHT. A VALUE OF
MUST BE APPROVED BY THE DEPARTMENT.
CONFLICTS WITH EXISTING EQUIPMENT OCCUR OR BASED ON THE DETECTION MANUFACTURER'S RECOMMENDATIONS. ANY ADJUSTMENTS
DETECTOR LOCATIONS ARE SUMMARIZED FOR EACH PROJECT INTERSECTION BELOW. THE LOCATIONS MAY BE ADJUSTED WHERE
DETECTOR DETAILS
2.
1.
ADVANCE RADAR DETECTIONAA
RDZ6E
RDZ1C
RDZ6G
RDZ6F
EXTENDS 2' BEYOND STOP BAR
INTERSECTION MAST ARM NO. RADAR TYPE OFFSET
SR 45 (US 41) AT BAYSHORE GARDENS PARKWAY 1A ADVANCE 35'
SR 45 (US 41) AT BAYSHORE GARDENS PARKWAY 1B PRESCENCE 4'
SR 45 (US 41) AT BAYSHORE GARDENS PARKWAY 1B PRESCENCE 30'
SR 45 (US 41) AT BAYSHORE GARDENS PARKWAY 1C ADVANCE 49'
SR 45 (US 41) AT BAYSHORE GARDENS PARKWAY 1D PRESCENCE 5'
SR 45 (US 41) AT BAYSHORE GARDENS PARKWAY 1D PRESCENCE 34'
SR 45 (US 41) AT SR 70 (53RD AVENUE W) 2A ADVANCE 27'
SR 45 (US 41) AT SR 70 (53RD AVENUE W) 2B ADVANCE 35'
SR 45 (US 41) AT SR 70 (53RD AVENUE W) 2B PRESCENCE 44'
SR 45 (US 41) AT SR 70 (53RD AVENUE W) 2C PRESCENCE 12'
SR 45 (US 41) AT SR 70 (53RD AVENUE W) 2C ADVANCE 42'
SR 45 (US 41) AT SR 70 (53RD AVENUE W) 2C PRESCENCE 49'
SR 45 (US 41) AT SR 70 (53RD AVENUE W) 2D PRESCENCE 0'
SR 45 (US 41) AT SR 70 (53RD AVENUE W) 2D ADVANCE 24'
SR 45 (US 41) AT SR 684 (CORTEZ ROAD) 3A PRESCENCE 49'
SR 45 (US 41) AT SR 684 (CORTEZ ROAD) 3A ADVANCE 75'
SR 45 (US 41) AT SR 684 (CORTEZ ROAD) 3B PRESCENCE 47'
SR 45 (US 41) AT SR 684 (CORTEZ ROAD) 3B ADVANCE 60'
SR 45 (US 41) AT SR 684 (CORTEZ ROAD) 3C PRESCENCE 51'
SR 45 (US 41) AT SR 684 (CORTEZ ROAD) 3C ADVANCE 74'
SR 45 (US 41) AT SR 684 (CORTEZ ROAD) 3D PRESCENCE 61'
SR 45 (US 41) AT SR 684 (CORTEZ ROAD) 3D ADVANCE 75'
SR 55 (US 41) AT 26TH AVENUE W/E 4A ARM 1 PRESCENCE 29'
SR 55 (US 41) AT 26TH AVENUE W/E 4A ARM 1 ADVANCE 41'
SR 55 (US 41) AT 26TH AVENUE W/E 4A ARM 1 PRESCENCE 54'
SR 55 (US 41) AT 26TH AVENUE W/E 4A ARM 2 PRESCENCE 37'
SR 55 (US 41) AT 26TH AVENUE W/E 4B ARM 1 ADVANCE 27'
SR 55 (US 41) AT 26TH AVENUE W/E 4B ARM 2 PRESCENCE 60'
SR 55 (US 41) AT 17TH STREET E 5A ADVANCE 42'
SR 55 (US 41) AT 17TH STREET E 5A PRESCENCE 58'
SR 55 (US 41) AT 17TH STREET E 5B PRESCENCE 19'
SR 55 (US 41) AT 17TH STREET E 5B PRESCENCE 40'
SR 55 (US 41) AT 17TH STREET E 5C ADVANCE 36'
SR 55 (US 41) AT 17TH STREET E 5D PRESCENCE 33'
3'
RDZ6A
RDZ6B
RDZ6C
RDZ1A
R D
Z
A
R D
Z
B
R D
Z
A
R D
Z
I
R D
Z
A
R D
Z
B
R D
Z
A
RDZ4C
RDZ5A
RDZ2C
RDZ2B
RDZ2A
R D
Z
I
RDZ6A
RDZ6B
RDZ6C
RDZ1A RDZ5A
RDZ2C
RDZ2B
RDZ2A
R D
Z J
R D
Z
A
R D
Z
B
R D
Z
A
RDZ8I
R D
Z
A
R D
Z
B
R D
Z
A
RDZ4I
R D
Z
C
R D
Z
D
R D
Z
A
R D
Z
B
R D
Z
B
R D
Z
A
RDZ6J
R D
Z
B
R D
Z
A
R D
Z
D
R D
Z
C
R D
Z
B
R D
Z
A
RDZ7B
RDZ7A
RDZ4C
RDZ4B
R D
Z
K
RDZ3B
RDZ3A
RDZ8C
RDZ8B
R D
Z
K
RDZ6A
RDZ6B
RDZ6C
RDZ1A
RDZ2B
RDZ2C
RDZ5A
RDZ2A
R D
Z
A
R D
Z
A R
D Z
A
R D
Z
A
R D
Z J
R D
Z
K
RDZ2I
R D
Z
K
R D
Z
I
R D
Z
I
R D
Z J
R D
Z I
A
P
A
P
P
A
P
P
A
A
A
P
RDZ4A
RDZ8A
A
P
AA
A
P
A
P
A
P
R D
Z J
R D
Z J
R D
Z
K
R D
Z J
P
RDZ6I
R D
Z J
R D
Z
I
RDZ4I
RDZ8I
R D
Z
K
RDZ2I
R D
Z I
R D
Z J
R D
Z
K
RDZ6I
RDZ6J
R D
Z J
R D
Z
K
R D
Z J
R D
Z
C
R D
Z
D
31'
29'
R D
Z I
P
P
P
R D
Z
E
R D
Z
F
R D
Z
C
RDZ1C
RDZ6G
RDZ6F
RDZ6E
R D
Z
C
R D
Z
F
R D
Z
E
RDZ2E
RDZ2F
RDZ2G
RDZ5C
R D
Z
E
R D
Z
F
R D
Z C
RDZ1C
RDZ6G
RDZ6F
RDZ6E
R D
Z
C
R D
Z
F
R D
Z
E
RDZ2E
RDZ2F
RDZ2G
RDZ5C
P
P
RDZ7C
RDZ4G
RDZ4F
RDZ4E
RDZ7D
R D
Z
D
R D
Z
C
R D
Z
H
R D
Z
G
R D
Z F
R D
Z
E
R D
Z
H
R D
Z
G
R D
Z F
R D
Z
E
RDZ3D
RDZ8E
RDZ8F
RDZ8G
RDZ3C
RDZ5C
RDZ2G
RDZ2F
RDZ2E
RDZ1C
RDZ6G
RDZ6F
RDZ6ER
D
Z
E
R D
Z
C
R D
Z
E
R D
Z
C
V
V
V
V
V
V
V
V
V V
V
VV
V
V
V
V
V
C
C
C
B
B
B
4 4
8 8 3
88 3
5 22 3 R
R
3 8
4 7
RDZ1A
RDZ6B
RDZ6A
R D
Z J
RDZ5A
RDZ2B
RDZ2A
RDZ4C
R D
Z I R
D Z
I
P
P
P
P
R D
Z J
R D
Z J
R D
Z J
R D
Z
B
R D
Z
A
R D
Z
A
RDZ1C
RDZ6F
RDZ6E
R D
Z
F
R D
Z
C
R D
Z
E R
D Z
A
R D
Z
B
R D
Z
A
R D
Z
F
R D
Z
C
R D
Z E
RDZ5C
RDZ2F
RDZ2E
C
7 4 4
A
A
8R
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
ROAD NO. FINANCIAL PROJECT IDCOUNTY
446685-1-52-01MANATEE
55/684
SR 45/
/8
/2
X
F D
O T
\4 \S ig n a li z a ti o n \P
L A
N S
G .d g n
:1
:3
P
M n s p a to la
MAITLAND, FLORIDA 32751
2301 MAITLAND CENTER PKWY., SUITE 265
FALLER, DAVIS & ASSOCIATES, INC.
LICENSE NUMBER 76103
NICHOLAS J. SPATOLA, P.E.
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
E D
A N
D S
E A
L E
D U
N D
E R
R U
L E
G
-2
.0
F
.A .C
ENGINEER OF RECORD
PROJECT LAYOUT
N N
M A
T C
H L
IN
E
A
M A
T C
H L
IN
E
A
41 41
41 41
SIGNAL ID: 395
SR 45 (US 41) AT BAYSHORE GARDENS PARKWAY
LOCATION 1
SIGNAL ID: 398
SR 45 (US 41) AT SR 70 (53RD AVENUE W)
LOCATION 2
SIGNAL ID: 401
SR 45 (US 41) AT SR 684 (CORTEZ ROAD)
LOCATION 3
SIGNAL ID: 498
SR 55 (US 41) AT 26TH AVENUE W/E
LOCATION 4
SIGNAL ID: 502
SR 55 (US 41) AT 17TH STREET E
LOCATION 5
NTS
NTS
BALD EAGLE NEST: MN067
BALD EAGLE NEST: MN067
330' AND 660' RADIUS FROM CENTER OF
N
Feet
0 10
RDZ6A
RDZ6B
RDZ6C
RDZ1A
R D
Z
A
R D
Z
B
R D
Z
A
R D
Z I
R D
Z
A
R D
Z
B
R D
Z
A
RDZ5A
RDZ2C
RDZ2B
RDZ2A
R D
Z
I
R D
Z
K
A
P
A
P
P
R D
Z J
R D
Z J
R D
Z
K
P
R D
Z
E
R D
Z F
R D
Z
C
RDZ1C
RDZ6G
RDZ6F
RDZ6E
R D
Z C
R D
Z
F
R D
Z E
RDZ2E
RDZ2F
RDZ2G
RDZ5C
V
V
V
V
C
B
4 4
8 8 3
660-3-12
1 EA
FOR A TYPE 6 CABINET
MODIFY BASE AS NEEDED
REMOVE EXISTING CABINET,
632-7-4 1 PI
633-1-420 10 LF
639-1-420 1 AS
633-3-13 12 EA
633-2-31 12 EA
670-5-112 1 AS
633-3-16 1 EA
REMOVAL ITEMS
660-4-60 4 EA
670-5-600 1 AS
660-3-12
1 EA
660-3-12
2 EA
660-3-12
2 EA
665-1-40 1 EA
660-6-421 1 EA
660-3-11 1 EA
639-4-7 1 EA
684-1-4 1 EA
685-1-14 1 EA
124'
166'
298'
' 4
£ US 41
R/W LINE
R/W LINE
R/W LINE
R/W LINE
126'
166'
298'
MAST ARM 1A
MAST ARM 1B
MAST ARM 1C
MAST ARM 1D
13kV 13kV
633-3-12 1 EA
SR 45 (US 41)
SR 45 (US 41)
B A
Y S
H O
R E
G A
R D
E N
S P
A R
K W
A Y
B A
Y S
H O
R E
G A
R D
E N
S P
A R
K W
A Y
LOCATION 1
SR 45 (US 41) AT BAYSHORE GARDENS PARKWAY
SIGNAL ID: 395
NOTES:
1. THE MAJOR STREET IS SR 45 (US 41) AND THE MINOR STREET IS
BAYSHORE GARDENS PARKWAY.
2. THE SPEED LIMIT ON SR 45 (US 41) IS 45 MPH.
3. THE SPEED LIMIT ON BAYSHORE GARDENS PARKWAY IS 30 MPH ON
THE WEST APPROACH AND 40 MPH ON THE EAST APPROACH.
SR 45 (US 41)
SR 45 (US 41)
B A
Y S
H O
R E
G A
R D
E N
S P
A R
K W
A Y
B A
Y S
H O
R E
G A
R D
E N
S P
A R
K W
A Y
LOCATION 1
SR 45 (US 41) AT BAYSHORE GARDENS PARKWAY
SIGNAL ID: 395
NOTES:
1. THE MAJOR STREET IS SR 45 (US 41) AND THE MINOR STREET IS
BAYSHORE GARDENS PARKWAY.
2. THE SPEED LIMIT ON SR 45 (US 41) IS 45 MPH.
3. THE SPEED LIMIT ON BAYSHORE GARDENS PARKWAY IS 30 MPH ON
THE WEST APPROACH AND 40 MPH ON THE EAST APPROACH.
660-3-12
1 EA
FOR A TYPE 6 CABINET
MODIFY BASE AS NEEDED
REMOVE EXISTING CABINET,
632-7-4 1 PI
633-1-420 10 LF
639-1-420 1 AS
633-3-13 12 EA
633-2-31 12 EA
670-5-112 1 AS
633-3-16 1 EA
REMOVAL ITEMS
660-4-60 4 EA
670-5-600 1 AS
660-3-12
1 EA
660-3-12
2 EA
660-3-12
2 EA
665-1-40 1 EA
660-6-421 1 EA
660-3-11 1 EA
639-4-7 1 EA
684-1-4 1 EA
685-1-14 1 EA
124'
166'
298'
' 4
£ US 41
R/W LINE
R/W LINE
R/W LINE
R/W LINE
126'
166'
298'
MAST ARM 1A
MAST ARM 1B
MAST ARM 1C
MAST ARM 1D
13kV 13kV
633-3-12 1 EA
0 1 2 3 4 5 6
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
ROAD NO. FINANCIAL PROJECT IDCOUNTY
446685-1-52-01MANATEE
55/684
SR 45/
/8
/2
X
F D
O T
\4 \S ig n a li z a ti o n \P
L A
N S
G .d g n
:1
:2
P
M n s p a to la
MAITLAND, FLORIDA 32751
2301 MAITLAND CENTER PKWY., SUITE 265
FALLER, DAVIS & ASSOCIATES, INC.
LICENSE NUMBER 76103
NICHOLAS J. SPATOLA, P.E.
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
E D
A N
D S
E A
L E
D U
N D
E R
R U
L E
G
-2
.0
F
.A .C
ENGINEER OF RECORD
SIGNALIZATION PLAN (1)
Feet
0 10
INSET 1
INSET 2
RDZ8I
31'
RDZ6A
RDZ6B
RDZ6C
RDZ1A RDZ5A
RDZ2C
RDZ2B
RDZ2A
R D
Z J
R D
Z
A
R D
Z
B
R D
Z
A
R D
Z
A
R D
Z
B
R D
Z A
R D
Z
I
R D
Z
I
A
P
P
A
A
A
P
R D
Z J
P
RDZ4I
RDZ8I
R D
Z E
R D
Z F
R D
Z
C
RDZ1C
RDZ6G
RDZ6F
RDZ6E
R D
Z
C
R D
Z F
R D
Z E
RDZ2E
RDZ2F
RDZ2G
RDZ5C
V
V
V
V
B
88 3
FOR A TYPE 6 CABINET
MODIFY BASE AS NEEDED
REMOVE EXISTING CABINET,
632-7-4 1 PI
633-1-420 10 LF
639-1-420 1 AS
633-3-13 12 EA
633-2-31 12 EA
670-5-112 1 AS
633-3-16 1 EA
660-3-11 2 EA
639-4-7 1 EA
684-1-4 1 EA
685-1-14 1 EA
660-3-12
3 EA
660-3-12
1 EA
660-3-12
2 EA
660-3-12
2 EA
REMOVAL ITEMS
670-5-600 1 AS
660-6-421 1 EA2
S
E E
I N
S E
T
298'
166'
S
E E
I N
S E
T
29'
31'
£ US 41
R/W LINE
R/W LINE
R/W LINE
R/W LINE
298'
166'
BALD EAGLE NEST: MN067
330' RADIUS FROM CENTER OF
BALD EAGLE NEST: MN067
660' RADIUS FROM CENTER OF
MAST ARM 2A
MAST ARM 2B
MAST ARM 2C
MAST ARM 2D13kV 13kV
13kV/138kV
13kV/138kV
660-4-60 4 EA
633-3-12 1 EA
S R
R
D A
V E
N U
E W
S R
R
D A
V E
N U
E W
SR 45 (US 41)
SR 45 (US 41)
LOCATION 2
SR 45 (US 41) AT SR 70 (53RD AVENUE W)
SIGNAL ID: 398
NOTES:
1. THE MAJOR STREET IS SR 45 (US 41) AND THE
MINOR STREET IS SR 70 (53RD AVENUE W).
2. THE SPEED LIMIT ON SR 45 (US 41) IS 45 MPH.
3. THE SPEED LIMIT ON SR 70 (53RD AVENUE W) IS
40 MPH.
S R
R
D A
V E
N U
E W
S R
R
D A
V E
N U
E W
SR 45 (US 41)
SR 45 (US 41)
LOCATION 2
SR 45 (US 41) AT SR 70 (53RD AVENUE W)
SIGNAL ID: 398
NOTES:
1. THE MAJOR STREET IS SR 45 (US 41) AND THE
MINOR STREET IS SR 70 (53RD AVENUE W).
2. THE SPEED LIMIT ON SR 45 (US 41) IS 45 MPH.
3. THE SPEED LIMIT ON SR 70 (53RD AVENUE W) IS
40 MPH.
FOR A TYPE 6 CABINET
MODIFY BASE AS NEEDED
REMOVE EXISTING CABINET,
632-7-4 1 PI
633-1-420 10 LF
639-1-420 1 AS
633-3-13 12 EA
633-2-31 12 EA
670-5-112 1 AS
633-3-16 1 EA
660-3-11 2 EA
639-4-7 1 EA
684-1-4 1 EA
685-1-14 1 EA
660-3-12
3 EA
660-3-12
1 EA
660-3-12
2 EA
660-3-12
2 EA
REMOVAL ITEMS
670-5-600 1 AS
660-6-421 1 EA2
S
E E
I N
S E
T
298'
166'
S
E E
I N
S E
T
29'
31'
£ US 41
R/W LINE
R/W LINE
R/W LINE
R/W LINE
298'
166'
BALD EAGLE NEST: MN067
330' RADIUS FROM CENTER OF
BALD EAGLE NEST: MN067
660' RADIUS FROM CENTER OF
MAST ARM 2A
MAST ARM 2B
MAST ARM 2C
MAST ARM 2D13kV 13kV
13kV/138kV
13kV/138kV
660-4-60 4 EA
633-3-12 1 EA
59 60 61 62 63 64 65 66
RDZ4I
29'
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
ROAD NO. FINANCIAL PROJECT IDCOUNTY
446685-1-52-01MANATEE
55/684
SR 45/
/8
/2
X
F D
O T
\4 \S ig n a li z a ti o n \P
L A
N S
G .d g n
:1
:4
P
M n s p a to la
MAITLAND, FLORIDA 32751
2301 MAITLAND CENTER PKWY., SUITE 265
FALLER, DAVIS & ASSOCIATES, INC.
LICENSE NUMBER 76103
NICHOLAS J. SPATOLA, P.E.
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
E D
A N
D S
E A
L E
D U
N D
E R
R U
L E
G
-2
.0
F
.A .C
ENGINEER OF RECORD
SIGNALIZATION PLAN (2)
Feet
0 10
INSET 3
INSET 8
INSET 7
INSET 4
INSET 5
INSET 6
RDZ6C
RDZ6D
RDZ1A
RDZ1B
RDZ6B
RDZ6A
RDZ5B
RDZ5A
RDZ2D
RDZ2C
RDZ2B
RDZ2A
R D
Z
B
R D
Z
A
R D
Z
C
R D
Z
B
R D
Z
B
R D
Z
A
R D
Z
C
R D
Z
B
R D
Z
A
R D
Z
A
A
P
A A
A
P
RDZ4K
R D
Z
I
RDZ8I
RDZ8J
RDZ8K
R D
Z
I
R D
Z J
RDZ4J
RDZ1C
RDZ1D
RDZ4I
P
P
R D
Z
C
R D
Z
G
R D
Z F
R D
Z E
R D
Z
D
RDZ5D
RDZ5C
RDZ2H
RDZ2G
RDZ2F
RDZ2E
RDZ6H
RDZ6G
RDZ6F
RDZ6E
R D
Z D
R D
Z E
R D
Z F
R D
Z G
R D
Z
C
V
V
V
V
V
V
C
B
7 4
3R
7 4
7R
8 3
REMOVAL ITEMS
660-4-60 6 EA
660-3-12
2 EA
660-3-12
1 EA
676-1-500 1 EA
671-2-11 1 EA
660-3-11 2 EA
671-2-60 1 EA
660-3-12
1 EA
660-3-12
2 EA
635-2-11 1 EA
1 RUN @ 8' (DETECTION)
REPLACE PULL BOX
630-2-12
2 RUNS @ 157' (DETECTION, SPARE)
157 LF
635-2-11 1 EA
630-2-12
1 RUN @ 4' (DETECTION)
137 LF
630-2-11 4 LF
2 RUNS @ 137' (DETECTION, SPARE)
635-2-111 EA
630-2-12160 LF
2 RUNS @ 160' (DETECTION, SPARE)
678-1-102 1 EA
S
E E
I N
S E
T
S
E E
I N
S E
T
349' (SEE INSET 4)
S
E E
I N
S E
T
S
E E
I N
S E
T
322' (SEE INSET 7)
472' (SEE INSET 8)
£ US 41
U
S
R/W LINE
R/W LINE
R/W LINE
R/W LINE
635-2-111 EA
53'
19'
19'
MAST ARM 3A
MAST ARM 3B
MAST ARM 3C
MAST ARM 3D
1 EA
660-3-12
660-3-12
1 EA
230kV
13kV/138kV
13kV
13kV
230kV
13kV/138kV
1 RUN @ 7' (DETECTION)
630-2-117 LF
630-2-11 8 LF
630-2-1120 LF
1 RUN @ 6' (DETECTION)
1 RUN @ 14' (DETECTION)
SR 684 (CORTEZ ROAD)
S R
U
S
B
U S
I N
E S
S
SR 684 (US 41)
S R
U
S
NOTES:
1. THE MAJOR STREET IS SR 684 (CORTEZ ROAD) AND
THE MINOR STREET IS SR 45 (US 41).
2. THE SPEED LIMIT ON SR 684 (CORTEZ ROAD) IS 35 MPH.
3. THE SPEED LIMIT ON SR 45 (US 41) IS 40 MPH.
LOCATION 3
SR 45 (US 41) AT SR 684 (CORTEZ ROAD)
SIGNAL ID: 401
SR 684 (CORTEZ ROAD)
S R
U
S
B
U S
I N
E S
S
SR 684 (US 41)
S R
U
S
NOTES:
1. THE MAJOR STREET IS SR 684 (CORTEZ ROAD) AND
THE MINOR STREET IS SR 45 (US 41).
2. THE SPEED LIMIT ON SR 684 (CORTEZ ROAD) IS 35 MPH.
3. THE SPEED LIMIT ON SR 45 (US 41) IS 40 MPH.
LOCATION 3
SR 45 (US 41) AT SR 684 (CORTEZ ROAD)
SIGNAL ID: 401
REMOVAL ITEMS
660-4-60 6 EA
660-3-12
2 EA
660-3-12
1 EA
676-1-500 1 EA
671-2-11 1 EA
660-3-11 2 EA
671-2-60 1 EA
660-3-12
1 EA
660-3-12
2 EA
635-2-11 1 EA
1 RUN @ 8' (DETECTION)
REPLACE PULL BOX
630-2-12
2 RUNS @ 157' (DETECTION, SPARE)
157 LF
635-2-11 1 EA
630-2-12
1 RUN @ 4' (DETECTION)
137 LF
630-2-11 4 LF
2 RUNS @ 137' (DETECTION, SPARE)
635-2-111 EA
630-2-12160 LF
2 RUNS @ 160' (DETECTION, SPARE)
678-1-102 1 EA
S
E E
I N
S E
T
S
E E
I N
S E
T
349' (SEE INSET 4)
S
E E
I N
S E
T
S
E E
I N
S E
T
322' (SEE INSET 7)
472' (SEE INSET 8)
£ US 41
U
S
R/W LINE
R/W LINE
R/W LINE
R/W LINE
635-2-111 EA
53'
19'
19'
MAST ARM 3A
MAST ARM 3B
MAST ARM 3C
MAST ARM 3D
1 EA
660-3-12
660-3-12
1 EA
230kV
13kV/138kV
13kV
13kV
230kV
13kV/138kV
1 RUN @ 7' (DETECTION)
630-2-117 LF
630-2-11 8 LF
630-2-1120 LF
1 RUN @ 6' (DETECTION)
1 RUN @ 14' (DETECTION)
117 118 119
R D
Z J
R D
Z
I
RDZ8K
RDZ8J
RDZ4K
RDZ4J
R D
Z
I
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
ROAD NO. FINANCIAL PROJECT IDCOUNTY
446685-1-52-01MANATEE
55/684
SR 45/
/8
/2
X
F D
O T
\4 \S ig n a li z a ti o n \P
L A
N S
G .d g n
:1
:1
P
M n s p a to la
MAITLAND, FLORIDA 32751
2301 MAITLAND CENTER PKWY., SUITE 265
FALLER, DAVIS & ASSOCIATES, INC.
LICENSE NUMBER 76103
NICHOLAS J. SPATOLA, P.E.
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
E D
A N
D S
E A
L E
D U
N D
E R
R U
L E
G
-2
.0
F
.A .C
ENGINEER OF RECORD
SIGNALIZATION PLAN (3)
Feet
0 10
INSET 12
RDZ6A
RDZ6B
RDZ6C
RDZ1A
RDZ2B
RDZ2C
RDZ5A
RDZ2A
R D
Z
A
R D
Z
A R
D Z
A
R D
Z
A
R D
Z J
R D
Z I
A
P
A
P R D
Z I
R D
Z J
R D
Z
K
P
P
RDZ5C
RDZ2G
RDZ2F
RDZ2E
RDZ1C
RDZ6G
RDZ6F
RDZ6ER
D
Z
E
R D
Z
C
R D
Z
E
R D
Z
C
V
V
V
V
C
3 8
4 7
REMOVAL ITEMS
660-4-60 4 EA
660-3-12
3 EA
660-3-12
1 EA
660-3-12
1 EA
676-1-500 1 EA
671-2-11 1 EA
660-3-11 1 EA
671-2-60 1 EA
678-1-102 1 EA
630-2-12
2 RUNS @ 66' (DETECTION, SPARE)
66 LF
635-2-11 1 EA
635-2-11
630-2-1137 LF
1 RUN @ 13' (DETECTION)
1 RUN @ 24' (DETECTION)
1 EA
298'
413' (SEE INSET 12)
£ US 41
R/W LINE
R/W LINE
R/W LINE
R/W LINE 298'
1 EA
660-3-12
MAST ARM 4A
MAST ARM 4B
13kV
13kV
13kV
13kV
ARM 1
ARM 2
ARM 2
ARM 1
166'
166'
T H
A V
E N
U E
E
E N
U E
W
SR 55 (US 41)
SR 55 (US 41)
LOCATION 4
SR 55 (US 41) AT 26TH AVENUE W/E
SIGNAL ID: 498
NOTES:
1. THE MAJOR STREET IS SR 55 (US 41) AND
THE MINOR STREET IS 26TH AVENUE W/E.
2. THE SPEED LIMIT ON SR 55 (US 41) IS 45 MPH.
3. THE SPEED LIMIT ON 26TH AVENUE W/E IS NOT
POSTED ON THE WEST APPROACH AND 35 MPH ON
THE EAST APPROACH.
E N
U E
E
E N
U E
W
SR 55 (US 41)
SR 55 (US 41)
LOCATION 4
SR 55 (US 41) AT 26TH AVENUE W/E
SIGNAL ID: 498
NOTES:
1. THE MAJOR STREET IS SR 55 (US 41) AND
THE MINOR STREET IS 26TH AVENUE W/E.
2. THE SPEED LIMIT ON SR 55 (US 41) IS 45 MPH.
3. THE SPEED LIMIT ON 26TH AVENUE W/E IS NOT
POSTED ON THE WEST APPROACH AND 35 MPH ON
THE EAST APPROACH.
REMOVAL ITEMS
660-4-60 4 EA
660-3-12
3 EA
660-3-12
1 EA
660-3-12
1 EA
676-1-500 1 EA
671-2-11 1 EA
660-3-11 1 EA
671-2-60 1 EA
678-1-102 1 EA
630-2-12
2 RUNS @ 66' (DETECTION, SPARE)
66 LF
635-2-11 1 EA
635-2-11
630-2-1137 LF
1 RUN @ 13' (DETECTION)
1 RUN @ 24' (DETECTION)
1 EA
298'
413' (SEE INSET 12)
£ US 41
R/W LINE
R/W LINE
R/W LINE
R/W LINE 298'
1 EA
660-3-12
MAST ARM 4A
MAST ARM 4B
13kV
13kV
13kV
13kV
ARM 1
ARM 2
ARM 2
ARM 1
166'
166'
204 205 206 207 208 209 210
R D
Z
K
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
ROAD NO. FINANCIAL PROJECT IDCOUNTY
446685-1-52-01MANATEE
55/684
SR 45/
/8
/2
X
F D
O T
\4 \S ig n a li z a ti o n \P
L A
N S
G .d g n
:1
:5
P
M n s p a to la
MAITLAND, FLORIDA 32751
2301 MAITLAND CENTER PKWY., SUITE 265
FALLER, DAVIS & ASSOCIATES, INC.
LICENSE NUMBER 76103
NICHOLAS J. SPATOLA, P.E.
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
E D
A N
D S
E A
L E
D U
N D
E R
R U
L E
G
-2
.0
F
.A .C
ENGINEER OF RECORD
SIGNALIZATION PLAN (4)
Feet
0 10
INSET 13
INSET 14
RDZ1A
RDZ6B
RDZ6A
RDZ5A
RDZ2B
RDZ2A
R D
Z I R
D Z
I
P
P
P
P
R D
Z J
R D
Z J
R D
Z
B
R D
Z
A
R D
Z
A
RDZ1C
RDZ6F
RDZ6E
R D
Z F
R D
Z
C
R D
Z E
R D
Z
A
R D
Z
B
R D
Z
A
R D
Z F
R D
Z
C
R D
Z E
RDZ5C
RDZ2F
RDZ2E
C
7 4 4
A
A
8R
630-2-12
INTERCEPT EXISTING SPARE CONDUIT
REROUTE TO PROPOSED PULL BOX
1 RUN @ 8' (DETECTION)
1 RUN @ 15' (DETECTION)
635-2-11 1 EA
635-2-11
630-2-1211 LF
INTERCEPT EXISTING SPARE CONDUIT
1 RUN @ 11' (DETECTION)
1 EA
630-2-12
INTERCEPT EXISTING SPARE CONDUIT
REROUTE TO PROPOSED PULL BOX
1 RUN @ 10' (DETECTION)
635-2-11
FOR A TYPE 6 CABINET
MODIFY BASE AS NEEDED
REMOVE EXISTING CABINET,
632-7-41 PI
633-1-42015 LF
639-1-4201 AS
633-3-1312 EA
633-2-3112 EA
670-5-1121 AS
633-3-161 EA
660-3-111 EA
639-4-71 EA
684-1-41 EA
685-1-141 EA
660-3-12
2 EA
660-3-12
1 EA
REMOVAL ITEMS
670-5-600 1 AS
682-1-4001 EA
10 LF
1 EA
23 LF
£ US 41
R/W LINE
R/W LINE
R/W LINE
R/W LINE
630-2-12
INTERCEPT EXISTING SPARE CONDUIT
REROUTE TO PROPOSED PULL BOX
1 RUN @ 11' (DETECTION)
11 LF
660-3-12
1 EA
660-3-421 EA
660-3-42
1 EAMAST ARM 5A
MAST ARM 5B
MAST ARM 5C
MAST ARM 5D
13kV
13kV
356' (SEE INSET 13)
356' (SEE INSET 14)
196'
635-2-11 1 EA
196'
633-3-121 EA
SR 55 (US 41)
SR 55 (US 41)
T
H S
T R
E E
T E
T
H S
T R
E E
T E
LOCATION 5
SR 55 (US 41) AT 17TH STREET E
SIGNAL ID: 502
NOTES:
1. THE MAJOR STREET IS SR 55 (US 41) AND
THE MINOR STREET IS 17TH STREET E.
2. THE SPEED LIMIT ON SR 55 (US 41) IS 50 MPH.
3. THE SPEED LIMIT ON 17TH STREET E IS 30 MPH
ON THE WEST APPROACH AND 40 MPH ON THE
EAST APPROACH.
630-2-12
INTERCEPT EXISTING SPARE CONDUIT
REROUTE TO PROPOSED PULL BOX
1 RUN @ 8' (DETECTION)
1 RUN @ 15' (DETECTION)
635-2-11 1 EA
635-2-11
630-2-1211 LF
INTERCEPT EXISTING SPARE CONDUIT
1 RUN @ 11' (DETECTION)
1 EA
630-2-12
INTERCEPT EXISTING SPARE CONDUIT
REROUTE TO PROPOSED PULL BOX
1 RUN @ 10' (DETECTION)
635-2-11
FOR A TYPE 6 CABINET
MODIFY BASE AS NEEDED
REMOVE EXISTING CABINET,
632-7-41 PI
633-1-42015 LF
639-1-4201 AS
633-3-1312 EA
633-2-3112 EA
670-5-1121 AS
633-3-161 EA
660-3-111 EA
639-4-71 EA
684-1-41 EA
685-1-141 EA
660-3-12
2 EA
660-3-12
1 EA
REMOVAL ITEMS
670-5-600 1 AS
682-1-4001 EA
10 LF
1 EA
23 LF
£ US 41
R/W LINE
R/W LINE
R/W LINE
R/W LINE
630-2-12
INTERCEPT EXISTING SPARE CONDUIT
REROUTE TO PROPOSED PULL BOX
1 RUN @ 11' (DETECTION)
11 LF
660-3-12
1 EA
660-3-421 EA
660-3-42
1 EAMAST ARM 5A
MAST ARM 5B
MAST ARM 5C
MAST ARM 5D
13kV
13kV
356' (SEE INSET 13)
356' (SEE INSET 14)
196'
635-2-11 1 EA
196'
633-3-121 EA
R D
Z J
R D
Z J
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
ROAD NO. FINANCIAL PROJECT IDCOUNTY
446685-1-52-01MANATEE
55/684
SR 45/
/8
/2
X
F D
O T
\4 \S ig n a li z a ti o n \P
L A
N S
G .d g n
:1
:1
P
M n s p a to la
MAITLAND, FLORIDA 32751
2301 MAITLAND CENTER PKWY., SUITE 265
FALLER, DAVIS & ASSOCIATES, INC.
LICENSE NUMBER 76103
NICHOLAS J. SPATOLA, P.E.
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
E D
A N
D S
E A
L E
D U
N D
E R
R U
L E
G
-2
.0
F
.A .C
ENGINEER OF RECORD
SIGNALIZATION PLAN (5)
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
ROAD NO. FINANCIAL PROJECT IDCOUNTY
446685-1-52-01MANATEE
55/684
SR 45/
/8
/2
X
F D
O T
\4 \S ig n a li z a ti o n \V
H L
P S
G .d g n
:1
:4
P
M n s p a to la
MAITLAND, FLORIDA 32751
2301 MAITLAND CENTER PKWY., SUITE 265
FALLER, DAVIS & ASSOCIATES, INC.
LICENSE NUMBER 76103
NICHOLAS J. SPATOLA, P.E
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
E D
A N
D S
E A
L E
D U
N D
E R
R U
L E
G
-2
.0
F
.A .C
ENGINEER OF RECORD
DETAILS (1)
VEHICLE DETECTOR
SIGNAL: SR 45 (US 41) AT BAYSHORE GARDENS PARKWAY
DETECTOR
ID
DETECTOR
BIU NO.
DETECTOR
NO.
CARD
NO.
CHANNEL
DIRECTION
(SEC)
TIME
DELAY
CONTROLLER
PHASE
PROTECTED
PHASE
PERMISSIVE
OVERLAP
SYSTEM
DETECTOR
TYPE
DETECTOR
CALL/EXTEND
(MPH)
SPEED
NO.
LANE
(FT)
BAR
STOP
TO
DISTANCE
TYPE
MOVEMENT
TYPE
LANE
RDZ1A 39501
N/A
N/A
1 NBL 3 1 RADAR SBP CALL/EXTEND 45 -2 L V
RDZ6A 39502 2 NB RADAR SBP CALL/EXTEND 45 -2 TR V
RDZ6B 39503
N/A
3 NB RADAR SBP CALL/EXTEND 45 -2 T V
RDZ6C 39504 4 NB RADAR SBP CALL/EXTEND 45 -2 T V
RDZ3A 39505
N/A
5 EBL 3 3 RADAR SBP CALL/EXTEND 30 -2 L V
RDZ8A 39506 6 EB 8 RADAR SBP CALL/EXTEND 30 -2 TR V
RDZ8B 39507
N/A
7 EB RADAR SBP CALL/EXTEND 30 -2 T V
RDZ5A 39508 8 SBL 3 5 RADAR SBP CALL/EXTEND 45 -2 L V
RDZ2A 39509
N/A
9 SB RADAR SBP CALL/EXTEND 45 -2 TR V
RDZ2B 39510 10 SB RADAR SBP CALL/EXTEND 45 -2 T V
RDZ2C 39511
N/A
11 SB RADAR SBP CALL/EXTEND 45 -2 T V
RDZ7A 39512 12 WBL 3 7 RADAR SBP CALL/EXTEND 40 -2 L V
RDZ4A 39513
N/A
13 WB 8 RADAR SBP CALL/EXTEND 40 -2 TR V
RDZ4B 39514 14 WB RADAR SBP CALL/EXTEND 40 -2 T V
SPARE
N/A
SPARE
SPARE
N/A
N/A
SPARE
SPARE
N/A
SPARE
SPARE
N/A
SPARE
SPARE
N/A
SPARE
SPARE
N/A
SPARE
SPARE
N/A
SPARE
SPARE
N/A
SPARE
SPARE
N/A
SPARE
RDZ1C 39533
N/A
N/A
33 NBL RADAR LBLC 45 -5 L V
RDZ6E 39534 34 NB RADAR LBLC 45 -5 TR V
RDZ6F 39535
N/A
35 NB RADAR LBLC 45 -5 T V
RDZ6G 39536 36 NB RADAR LBLC 45 -5 T V
RDZ3C 39537
N/A
37 EBL RADAR LBLC 30 -5 L V
RDZ8E 39538 38 EB RADAR LBLC 30 -5 TR V
RDZ8F 39539
N/A
39 EB RADAR LBLC 30 -5 T V
RDZ5C 39540 40 SBL RADAR LBLC 45 -5 L V
RDZ2E 39541
N/A
41 SB RADAR LBLC 45 -5 TR V
RDZ2F 39542 42 SB RADAR LBLC 45 -5 T V
RDZ2G 39543
N/A
43 SB RADAR LBLC 45 -5 T V
RDZ7C 39544 44 WBL RADAR LBLC 40 -5 L V
RDZ4E 39545
N/A
45 WB RADAR LBLC 40 -5 TR V
RDZ4F 39546 46 WB RADAR LBLC 40 -5 T V
SPARE
N/A
SPARE
RDZ6I 39549
N/A
N/A
49 NB RADAR ACS/AS 45 124 T V
RDZ6J 39550 50 NB RADAR DZ EXTEND 45 166 T V
RDZ6K 39551
N/A
51 NB RADAR DZ EXTEND 45 298 T V
RDZ2I 39552 52 SB RADAR ACS/AS 45 126 T V
RDZ2J 39553
N/A
53 SB RADAR DZ EXTEND 45 166 T V
RDZ2K 39554 54 SB RADAR DZ EXTEND 45 298 T V
SPARE
N/A
SPARE
SPARE
N/A
SPARE
SPARE
N/A
SPARE
SPARE
N/A
SPARE
SPARE
N/A
SPARE
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
ROAD NO. FINANCIAL PROJECT IDCOUNTY
446685-1-52-01MANATEE
55/684
SR 45/
/8
/2
X
F D
O T
\4 \S ig n a li z a ti o n \V
H L
P S
G .d g n
:1
:4
P
M n s p a to la
MAITLAND, FLORIDA 32751
2301 MAITLAND CENTER PKWY., SUITE 265
FALLER, DAVIS & ASSOCIATES, INC.
LICENSE NUMBER 76103
NICHOLAS J. SPATOLA, P.E
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
E D
A N
D S
E A
L E
D U
N D
E R
R U
L E
G
-2
.0
F
.A .C
ENGINEER OF RECORD
DETAILS (2)
VEHICLE DETECTOR
SIGNAL: SR 45 (US 41) AT SR 70 (53RD AVENUE W)
DETECTOR
ID
DETECTOR
BIU NO.
DETECTOR
NO.
CARD
NO.
CHANNEL
DIRECTION
(SEC)
TIME
DELAY
CONTROLLER
PHASE
PROTECTED
PHASE
PERMISSIVE
OVERLAP
SYSTEM
DETECTOR
TYPE
DETECTOR
CALL/EXTEND
(MPH)
SPEED
NO.
LANE
(FT)
BAR
STOP
TO
DISTANCE
TYPE
MOVEMENT
TYPE
LANE
RDZ1A 39801
N/A
N/A
1 NBL 1 2 RADAR SBP CALL/EXTEND 45 -2 L V
RDZ6A 39802 2 NB RADAR SBP CALL/EXTEND 45 -2 TR V
RDZ6B 39803
N/A
3 NB RADAR SBP CALL/EXTEND 45 -2 T V
RDZ6C 39804 4 NB RADAR SBP CALL/EXTEND 45 -2 T V
RDZ3A 39805
N/A
5 EBL 3 4 OLD RADAR SBP CALL/EXTEND 40 -2 L V
RDZ8A 39806 6 EB 8 RADAR SBP CALL/EXTEND 40 -2 TR V
RDZ8B 39807
N/A
7 EB RADAR SBP CALL/EXTEND 40 -2 T V
RDZ5A 39808 8 SBL 5 6 RADAR SBP CALL/EXTEND 45 -2 L V
RDZ2A 39809
N/A
9 SB RADAR SBP CALL/EXTEND 45 -2 TR V
RDZ2B 39810 10 SB RADAR SBP CALL/EXTEND 45 -2 T V
RDZ2C 39811
N/A
11 SB RADAR SBP CALL/EXTEND 45 -2 T V
RDZ7A 39812 12 WBL 7 8 OLH RADAR SBP CALL/EXTEND 40 -2 L V
RDZ4A 39813
N/A
13 WB 8 RADAR SBP CALL/EXTEND 40 -2 TR V
RDZ4B 39814 14 WB RADAR SBP CALL/EXTEND 40 -2 T V
SPARE
N/A
SPARE
SPARE
N/A
N/A
SPARE
SPARE
N/A
SPARE
SPARE
N/A
SPARE
SPARE
N/A
SPARE
SPARE
N/A
SPARE
SPARE
N/A
SPARE
SPARE
N/A
SPARE
SPARE
N/A
SPARE
RDZ1C 39833
N/A
N/A
33 NBL RADAR LBLC 45 -5 L V
RDZ6E 39834 34 NB RADAR LBLC 45 -5 TR V
RDZ6F 39835
N/A
35 NB RADAR LBLC 45 -5 T V
RDZ6G 39836 36 NB RADAR LBLC 45 -5 T V
RDZ3C 39837
N/A
37 EBL RADAR LBLC 40 -5 L V
RDZ8E 39838 38 EB RADAR LBLC 40 -5 TR V
RDZ8F 39839
N/A
39 EB RADAR LBLC 40 -5 T V
RDZ5C 39840 40 SBL RADAR LBLC 45 -5 L V
RDZ2E 39841
N/A
41 SB RADAR LBLC 45 -5 TR V
RDZ2F 39842 42 SB RADAR LBLC 45 -5 T V
RDZ2G 39843
N/A
43 SB RADAR LBLC 45 -5 T V
RDZ7C 39844 44 WBL RADAR LBLC 40 -5 L V
RDZ4E 39845
N/A
45 WB RADAR LBLC 40 -5 TR V
RDZ4F 39846 46 WB RADAR LBLC 40 -5 T V
SPARE
N/A
SPARE
RDZ6I 39849
N/A
N/A
49 NB RADAR DZ EXTEND 45 166 T V
RDZ6J 39850 50 NB RADAR ACS/AS/DZ EXTEND 45 298 T V
RDZ8I 39851
N/A
51 EB RADAR ACS/AS 40 257 T V
RDZ2I 39852 52 SB RADAR DZ EXTEND 45 166 T V
RDZ2J 39853
N/A
53 SB RADAR ACS/AS/DZ EXTEND 45 298 T V
RDZ4I 39854 54 WB RADAR ACS/AS 40 296 T V
SPARE
N/A
SPARE
SPARE
N/A
SPARE
SPARE
N/A
SPARE
SPARE
N/A
SPARE
SPARE
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
ROAD NO. FINANCIAL PROJECT IDCOUNTY
446685-1-52-01MANATEE
55/684
SR 45/
/8
/2
X
F D
O T
\4 \S ig n a li z a ti o n \V
H L
P S
G .d g n
:1
:4
P
M n s p a to la
MAITLAND, FLORIDA 32751
2301 MAITLAND CENTER PKWY., SUITE 265
FALLER, DAVIS & ASSOCIATES, INC.
LICENSE NUMBER 76103
NICHOLAS J. SPATOLA, P.E
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
E D
A N
D S
E A
L E
D U
N D
E R
R U
L E
G
-2
.0
F
.A .C
ENGINEER OF RECORD
DETAILS (3)
VEHICLE DETECTOR
SIGNAL: SR 45 (US 41) AT SR 684 (CORTEZ ROAD)
DETECTOR
ID
DETECTOR
BIU NO.
DETECTOR
NO.
CARD
NO.
CHANNEL
DIRECTION
(SEC)
TIME
DELAY
CONTROLLER
PHASE
PROTECTED
PHASE
PERMISSIVE
OVERLAP
SYSTEM
DETECTOR
TYPE
DETECTOR
CALL/EXTEND
(MPH)
SPEED
NO.
LANE
(FT)
BAR
STOP
TO
DISTANCE
TYPE
MOVEMENT
TYPE
LANE
RDZ7A 40101
N/A
N/A
1 NBL 7 RADAR SBP CALL/EXTEND 40 -2 L V
RDZ7B 40102 2 NBL 7 RADAR SBP CALL/EXTEND 40 -2 L V
RDZ4A 40103
N/A
3 NBR 8 RADAR SBP CALL/EXTEND 40 -2 R V
RDZ4B 40104 4 NB RADAR SBP CALL/EXTEND 40 -2 T V
RDZ4C 40105
N/A
5 NB RADAR SBP CALL/EXTEND 40 -2 T V
RDZ1A 40106 6 EBL 1 RADAR SBP CALL/EXTEND 35 -2 L V
RDZ1B 40107
N/A
7 EBL 1 RADAR SBP CALL/EXTEND 35 -2 L V
RDZ6A 40108 8 EBR RADAR SBP CALL/EXTEND 35 -2 R V
RDZ6B 40109
N/A
9 EB RADAR SBP CALL/EXTEND 35 -2 T V
RDZ6C 40110 10 EB RADAR SBP CALL/EXTEND 35 -2 T V
RDZ6D 40111
N/A
11 EB RADAR SBP CALL/EXTEND 35 -2 T V
RDZ3A 40112 12 SBL 3 RADAR SBP CALL/EXTEND 40 -2 L V
RDZ3B 40113
N/A
13 SBL 3 RADAR SBP CALL/EXTEND 40 -2 L V
RDZ8A 40114 14 SBR 8 RADAR SBP CALL/EXTEND 40 -2 R V
RDZ8B 40115
N/A
15 SB RADAR SBP CALL/EXTEND 40 -2 T V
RDZ8C 40116 16 SB RADAR SBP CALL/EXTEND 40 -2 T V
RDZ5A 40117
N/A
N/A
17 WBL 5 RADAR SBP CALL/EXTEND 35 -2 L V
RDZ5B 40118 18 WBL 5 RADAR SBP CALL/EXTEND 35 -2 L V
RDZ2A 40119
N/A
19 WBR RADAR SBP CALL/EXTEND 35 -2 R V
RDZ2B 40120 20 WB RADAR SBP CALL/EXTEND 35 -2 T V
RDZ2C 40121
N/A
21 WB RADAR SBP CALL/EXTEND 35 -2 T V
RDZ2D 40122 22 WB RADAR SBP CALL/EXTEND 35 -2 T V
N/A
N/A
N/A
N/A
N/A
RDZ7C 40133
N/A
N/A
33 NBL RADAR LBLC 40 -5 L V
RDZ7D 40134 34 NBL RADAR LBLC 40 -5 L V
RDZ4E 40135
N/A
35 NBR RADAR LBLC 40 -5 R V
RDZ4F 40136 36 NB RADAR LBLC 40 -5 T V
RDZ4G 40137
N/A
37 NB RADAR LBLC 40 -5 T V
RDZ1C 40138 38 EBL RADAR LBLC 35 -5 L V
RDZID 40139
N/A
39 EBL RADAR LBLC 35 -5 L V
RDZ6E 40140 40 EBR RADAR LBLC 35 -5 R V
RDZ6F 40141
N/A
41 EB RADAR LBLC 35 -5 T V
RDZ6G 40142 42 EB RADAR LBLC 35 -5 T V
RDZ6H 40143
N/A
43 EB RADAR LBLC 35 -5 T V
RDZ3C 40144 44 SBL RADAR LBLC 40 -5 L V
RDZ3D 40145
N/A
45 SBL RADAR LBLC 40 -5 L V
RDZ8E 40146 46 SBR RADAR LBLC 40 -5 R V
RDZ8F 40147
N/A
47 SB RADAR LBLC 40 -5 T V
RDZ8G 40148 48 SB RADAR LBLC 40 -5 T V
RDZ5C 40149
N/A
N/A
49 WBL RADAR LBLC 35 -5 L V
RDZ5D 40150 50 WBL RADAR LBLC 35 -5 L V
RDZ2E 40151
N/A
51 WBR RADAR LBLC 35 -5 R V
RDZ2F 40152 52 WB RADAR LBLC 35 -5 T V
RDZ2G 40153
N/A
53 WB RADAR LBLC 35 -5 T V
RDZ2H 40154 54 WB RADAR LBLC 35 -5 T V
RDZ4I 40155
N/A
55 NB RADAR DZ EXTEND 40 138 T V
RDZ4J 40156 56 NB RADAR DZ EXTEND 40 244 T V
RDZ4K 40157
N/A
57 NB RADAR ACS/AS 40 455 T V
RDZ6I 40158 58 EB RADAR ACS/AS 35 322 T V
RDZ6J 40159
N/A
59 EB RADAR ACS/AS 35 472 T V
RDZ8I 40160 60 SB RADAR DZ EXTEND 40 138 T V
RDZ8J 40161
N/A
61 SB RADAR DZ EXTEND 40 244 T V
RDZ8K 40162 62 SB RADAR ACS/AS 40 307 T V
RDZ2I 40163
63 WB RADAR ACS/AS 35 349 T V
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
ROAD NO. FINANCIAL PROJECT IDCOUNTY
446685-1-52-01MANATEE
55/684
SR 45/
/8
/2
X
F D
O T
\4 \S ig n a li z a ti o n \V
H L
P S
G .d g n
:1
:4
P
M n s p a to la
MAITLAND, FLORIDA 32751
2301 MAITLAND CENTER PKWY., SUITE 265
FALLER, DAVIS & ASSOCIATES, INC.
LICENSE NUMBER 76103
NICHOLAS J. SPATOLA, P.E
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
E D
A N
D S
E A
L E
D U
N D
E R
R U
L E
G
-2
.0
F
.A .C
ENGINEER OF RECORD
DETAILS (4)
VEHICLE DETECTOR
SIGNAL: SR 55 (US 41) AT 26TH AVENUE W/E
NOTE: THE SPEED LIMIT ON THE WEST APPROACH FOR 26TH AVENUE W/E IS ESTIMATED TO BE 25 MPH
DETECTOR
ID
DETECTOR
BIU NO.
DETECTOR
NO.
CARD
NO.
CHANNEL
DIRECTION
(SEC)
TIME
DELAY
CONTROLLER
PHASE
PROTECTED
PHASE
PERMISSIVE
OVERLAP
SYSTEM
DETECTOR
TYPE
DETECTOR
CALL/EXTEND
(MPH)
SPEED
NO.
LANE
(FT)
BAR
STOP
TO
DISTANCE
TYPE
MOVEMENT
TYPE
LANE
RDZ5A 49801
N/A
N/A
1 NBL 5 RADAR SBP CALL/EXTEND 45 -2 L V
RDZ2A 49802 2 NB RADAR SBP CALL/EXTEND 45 -2 TR V
RDZ2B 49803
N/A
3 NB RADAR SBP CALL/EXTEND 45 -2 T V
RDZ2C 49804 4 NB RADAR SBP CALL/EXTEND 45 -2 T V
RDZ7A 49805
N/A
5 EBL 3 7 8 RADAR SBP CALL/EXTEND 25 -2 L V
RDZ4A 49806 6 EB 8 RADAR SBP CALL/EXTEND 25 -2 TR V
RDZ1A 49807
N/A
7 SBL 1 RADAR SBP CALL/EXTEND 45 -2 L V
RDZ6A 49808 8 SB RADAR SBP CALL/EXTEND 45 -2 TR V
RDZ6B 49809
N/A
9 SB RADAR SBP CALL/EXTEND 45 -2 T V
RDZ6C 49810 10 SB RADAR SBP CALL/EXTEND 45 -2 T V
RDZ3A 49811
N/A
11 WBL 3 3 4 RADAR SBP CALL/EXTEND 35 -2 L V
RDZ8A 49812 12 WB 8 RADAR SBP CALL/EXTEND 35 -2 TR V
SPARE
N/A
SPARE
SPARE
N/A
SPARE
SPARE
N/A
N/A
SPARE
SPARE
N/A
SPARE
SPARE
N/A
SPARE
SPARE
N/A
SPARE
SPARE
N/A
SPARE
SPARE
N/A
SPARE
SPARE
N/A
SPARE
SPARE
N/A
SPARE
RDZ5C 49833
N/A
N/A
33 NBL RADAR LBLC 45 -5 L V
RDZ2E 49834 34 NB RADAR LBLC 45 -5 TR V
RDZ2F 49835
N/A
35 NB RADAR LBLC 45 -5 T V
RDZ2G 49836 36 NB RADAR LBLC 45 -5 T V
RDZ7C 49837
N/A
37 EBL RADAR LBLC 25 -5 L V
RDZ4E 49838 38 EB RADAR LBLC 25 -5 TR V
RDZ1C 49839
N/A
39 SBL RADAR LBLC 45 -5 L V
RDZ6E 49840 40 SB RADAR LBLC 45 -5 TR V
RDZ6F 49841
N/A
41 SB RADAR LBLC 45 -5 T V
RDZ6G 49842 42 SB RADAR LBLC 45 -5 T V
RDZ3C 49843
N/A
43 WBL RADAR LBLC 35 -5 L V
RDZ8E 49844 44 WB RADAR LBLC 35 -5 TR V
SPARE
N/A
SPARE
SPARE
N/A
SPARE
RDZ2I 49849
N/A
N/A
49 NB RADAR DZ EXTEND 45 166 T V
RDZ2J 49850 50 NB RADAR ACS/AS/DZ EXTEND 45 298 T V
RDZ6I 49851
N/A
51 SB RADAR DZ EXTEND 45 166 T V
RDZ6J 49852 52 SB RADAR DZ EXTEND 45 298 T V
RDZ6K 49853
N/A
53 SB RADAR ACS/AS 45 413 T V
SPARE
SPARE
N/A
SPARE
SPARE
N/A
SPARE
SPARE
N/A
SPARE
SPARE
N/A
SPARE
SPARE
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
ROAD NO. FINANCIAL PROJECT IDCOUNTY
446685-1-52-01MANATEE
55/684
SR 45/
/8
/2
X
F D
O T
\4 \S ig n a li z a ti o n \V
H L
P S
G .d g n
:1
:5
P
M n s p a to la
MAITLAND, FLORIDA 32751
2301 MAITLAND CENTER PKWY., SUITE 265
FALLER, DAVIS & ASSOCIATES, INC.
LICENSE NUMBER 76103
NICHOLAS J. SPATOLA, P.E
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
E D
A N
D S
E A
L E
D U
N D
E R
R U
L E
G
-2
.0
F
.A .C
ENGINEER OF RECORD
DETAILS (5)
VEHICLE DETECTOR
* EXISTING DETECTOR TO BE MODIFIED SIGNAL: SR 55 (US 41) AT 17TH STREET E
DETECTOR
ID
DETECTOR
BIU NO.
DETECTOR
NO.
CARD
NO.
CHANNEL
DIRECTION
(SEC)
TIME
DELAY
CONTROLLER
PHASE
PROTECTED
PHASE
PERMISSIVE
OVERLAP
SYSTEM
DETECTOR
TYPE
DETECTOR
CALL/EXTEND
(MPH)
SPEED
NO.
LANE
(FT)
BAR
STOP
TO
DISTANCE
TYPE
MOVEMENT
TYPE
LANE
RDZ1A 50201
N/A
N/A
1 NBL 1 2 RADAR SBP CALL/EXTEND 50 -2 L V
RDZ6A 50202 2 NB RADAR SBP CALL/EXTEND 50 -2 TR V
RDZ6B 50203
N/A
3 NB RADAR SBP CALL/EXTEND 50 -2 T V
RDZ3A 50204 4 EBL 3 3 4 RADAR SBP CALL/EXTEND 30 -2 L V
RDZ8A 50205
N/A
5 EBR 8 OLA RADAR SBP CALL/EXTEND 30 -2 R V
RDZ8B 50206 6 EB RADAR SBP CALL/EXTEND 30 -2 T V
RDZ5A 50207
N/A
7 SBL 5 6 RADAR SBP CALL/EXTEND 50 -2 L V
RDZ2A 50208 8 SB RADAR SBP CALL/EXTEND 50 -2 TR V
RDZ2B 50209
N/A
9 SB RADAR SBP CALL/EXTEND 50 -2 T V
RDZ7A 50210 10 WBL 3 7 8 RADAR SBP CALL/EXTEND 40 -2 L V
RDZ4A 50211
N/A
11 WBR 8 RADAR SBP CALL/EXTEND 40 -2 R V
RDZ4B 50212 12 WB RADAR SBP CALL/EXTEND 40 -2 T V
SPARE
N/A
SPARE
SPARE
N/A
SPARE
SPARE
N/A
N/A
SPARE
SPARE
N/A
SPARE
SPARE
N/A
SPARE
SPARE
N/A
SPARE
SPARE
N/A
SPARE
SPARE
N/A
SPARE
SPARE
N/A
SPARE
SPARE
N/A
SPARE
RDZ1C 50233
N/A
N/A
33 NBL RADAR LBLC 50 -5 L V
RDZ6E 50234 34 NB RADAR LBLC 50 -5 TR V
RDZ6F 50235
N/A
35 NB RADAR LBLC 50 -5 T V
RDZ3C 50236 36 EBL RADAR LBLC 30 -5 L V
RDZ8E 50237
N/A
37 EBR RADAR LBLC 30 -5 R V
RDZ8F 50238 38 EB RADAR LBLC 30 -5 T V
RDZ5C 50239
N/A
39 SBL RADAR LBLC 50 -5 L V
RDZ2E 50240 40 SB RADAR LBLC 50 -5 TR V
RDZ2F 50241
N/A
41 SB RADAR LBLC 50 -5 T V
RDZ7C 50242 42 WBL RADAR LBLC 40 -5 L V
RDZ4E 50243
N/A
43 WBR RADAR LBLC 40 -5 R V
RDZ4F 50244 44 WB RADAR LBLC 40 -5 T V
SPARE
N/A
SPARE
SPARE
N/A
SPARE
RDZ6I* 50249
N/A
N/A
49 NB RADAR DZ EXTEND 50 196 T V
RDZ6J* 50250 50 NB RADAR ACS/AS/DZ EXTEND 50 356 T V
RDZ2I* 50251
N/A
51 SB RADAR DZ EXTEND 50 196 T V
RDZ2J* 50252 52 SB RADAR ACS/AS/DZ EXTEND 50 356 T V
SPARE
N/A
SPARE
SPARE
N/A
SPARE
SPARE
N/A
SPARE
SPARE
N/A
SPARE
SPARE
N/A
SPARE
SPARE
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
ROAD NO. FINANCIAL PROJECT IDCOUNTY
446685-1-52-01MANATEE
55/684
SR 45/
/8
/2
X
F D
O T
\4
\S ig n a li z a ti o n
\S P
D T
S G
.d g n
:1
:0
P
M n s p a to la
MAITLAND, FLORIDA 32751
2301 MAITLAND CENTER PKWY., SUITE 265
FALLER, DAVIS & ASSOCIATES, INC.
LICENSE NUMBER 76103
NICHOLAS J. SPATOLA, P.E.
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
E D
A N
D S
E A
L E
D U
N D
E R
R U
L E
G
-2
.0
F
.A .C
ENGINEER OF RECORD
SPLICE DIAGRAMS
LEGEND
AQ
RO
VI
YL
BLK
RE
WH
SL
BR
GR
OR
BL
= FUSION SPLICE
= EXISTING FUSION SPLICE
= NON-CONNECTED FIBER
= EXISTING TERMINATION
= PROPOSED TERMINATION
= PROPOSED CABLE/EQUIPMENT
= EXISTING CABLE/EQUIPMENT
= AQUA
= ROSE
= VIOLET
= YELLOW
= BLACK
= RED
= WHITE
= SLATE
= BROWN
= GREEN
= ORANGE
= BLUE
FOC
LC
SC
ST
SM
MFES
= FIBER OPTIC CABLE
= LUCENT CONNECTOR
= SQUARE CONNECTOR
= STRAIGHT TIP CONNECTOR
= SINGLE MODE
= MANAGED FIELD ETHERNET SWITCH
MFES
T X
R X
NTS
SR 45 (US 41) AT BAYSHORE GARDENS PARKWAY
T X
R X
T X
R X
1 2 3 4 5 6 7 8 9 101112
B L
O R
G R
B R
S L
W H
R E
Y L
V I
R O
A Q
B L
K
PATCH PANEL
FIELD-TERMINATED
CABLES
ST TO SC PATCH
FOC DROP
EXISTING 12 SM
MFES
T X
R X
NTS
SR 45 (US 41) AT SR 70 (53RD AVENUE W)
T X
R X
T X
R X
1 2 3 4 5 6 7 8 9 101112
B L
O R
G R
B R
S L
W H
R E
Y L
V I
R O
A Q
B L
K
PATCH PANEL
FIELD-TERMINATED
CABLES
SC TO LC PATCH
FOC DROP
EXISTING 12 SM
T X
R X
MFES
T X
R X
NTS
SR 45 (US 41) AT 17TH STREET E
1 2 3 4 5 6 7 8 9 101112
B L
O R
G R
B R
S L
W H
R E
Y L
V I
R O
A Q
B L
K
PATCH PANEL
FIELD-TERMINATED
CABLES
ST TO LC PATCH
FOC DROP
EXISTING 12 SM
T X
R X
MFES
UNUSED FIBERS SHALL BE COILED AND STORED IN SPLICE TRAY.1.
NOTES:
AND PROPOSED PATCH PANEL.
ENSURE PATCH CORDS ARE COMPATIBLE WITH THE EXISTING MFES 2.
NOTES:
CLOSED
SIDEWALK
DETOUR
DETOUR
CROSS HERE
SIDEWALK CLOSED
CROSS HERE
SIDEWALK CLOSED
WORK ZONE SIGN R9-11AL
R9-11AR
WORK AREA
CHANNELIZING DEVICE
PEDESTRIAN LONGITUDINAL
LEGEND:
R9-9
M4-9BR
M4-9BL
6.
5.
4.
3.
2.
1.
TRAFFIC CONTROL PLAN FOR APPROVAL BY THE ENGINEER IF NO PEDESTRIAN ESCORT WILL BE PROVIDED.
NOT PRACTICAL OR WHEN WORK IS PERFORMED OVERHEAD OF SIDEWALKS. SUBMIT A PEDESTRIAN TEMPORARY
ESCORT PEDESTRIANS AROUND WORK ZONES FOR TEMPORARY SIDEWALK CLOSURES WHEN PEDESTRIAN DETOURS ARE
PLANS 102-660 FOR SIDEWALK CLOSURES WHERE DURATION OF CLOSURES EXCEEDS 60 MINUTES.
MAINTAIN PEDESTRIAN ACCESS AROUND THE CONSTRUCTION WORK AREAS AT ALL TIMES. UTILIZE STANDARD
TIMES TO REFLECT ACTUAL FIELD CONDITIONS.
TABLE. THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) OR THE PROJECT ENGINEER MAY ADJUST THESE
ADDITIONAL LANE CLOSURE RESTRICTIONS ARE PROVIDED IN THE TEMPORARY TRAFFIC CONTROL PLAN SUMMARY
LANE CLOSURES WILL NOT BE PERMITTED ON WEEKENDS (MIDNIGHT FRIDAY TO MIDNIGHT SUNDAY) OR HOLIDAYS.
CONTACTED.
EXCEED TWO HOURS TIME DURATION SO THAT THE FDOT PUBLIC INFORMATION OFFICE (863-519-2828) CAN BE
PROVIDE A MINIMUM OF ONE WEEK ADVANCE NOTICE TO THE PROJECT ENGINEER WHEN LANE CLOSURES WILL
THE EXISTING POSTED SPEED LIMITS SHALL BE MAINTAINED THROUGH ALL PHASES OF CONSTRUCTION.
IMPROVEMENTS. SUGGESTED INDEXES ARE PROVIDED IN THE TEMPORARY TRAFFIC CONTROL PLAN SUMMARY TABLE.
UTILIZE STANDARD PLANS INDEX 102-600 SERIES AND TEMPORARY TRAFFIC CONTROL DETAILS TO CONSTRUCT
TEMPORARY TRAFFIC CONTROL PLAN SUMMARY TABLE
MAJOR STREET CROSS STREET INDEX NUMBER(S) NO LANE CLOSURE
POSTED SPEED (MPH)
SIDEWALK CLOSURE DETAIL
MAJOR STREET CROSS STREET
SR 45 (US 41) BAYSHORE GARDENS PARKWAY 102- 602,613,615,660 7:00 AM - 7:00 PM 45
WB 40
EB 30
SEE TTCP (2)
SR 45 (US 41) SR 70 (53RD AVENUE W) 102- 602,613,615,660 12:00 PM - 7:30 PM 45 40 SEE TTCP (2)
SR 45 (US 41) SR 684 (CORTEZ ROAD) 102- 602,613,615,660 12:30 PM - 6:30 PM 35 40 SEE TTCP (2)
SR 55 (US 41) 26TH AVENUE W/E 102- 602,613,615,660 6:30 AM - 8:30 PM 45
WB 35
EB 25
SEE TTCP (2)
SR 55 (US 41) 17TH STREET E 102- 602,613,615,660 6:00 AM - 10:00 PM 50
WB 40
EB 30
SEE TTCP (3)
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
ROAD NO. FINANCIAL PROJECT IDCOUNTY
446685-1-52-01MANATEE
55/684
/SR 45
/8
/2
X
F D
O T
\4
\R o a d w a y
\T C
G N
R D
.d g n
:1
:1
P
M n s p a to la
32751 FL, MAITLAND
2301 MAITLAND CENTER PKWY., SUITE 265
FALLER, DAVIS & ASSOCIATES, INC.
80503LICENSE NUMBER:
ALLISON A. HAGERTY
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
E D
A N
D S
E A
L E
D U
N D
E R
R U
L E
G
-2
.0
F
.A .C
ENGINEER OF RECORD
PLAN (1)
TEMPORARY TRAFFIC CONTROL
Top
CLOSED
SIDEWALK
CLOSED
SIDEWALK
B A
Y S
H O
R E
G A
R D
E N
S P
A R
K W
A Y
SR 45 (US 41)
Feet
0 10
A
P
A
P
P
P
N
C L
O S
E D
S
ID
E W
A L
K
CLOSED
SIDEWALK
SR 45 (US 41)
S R
(5 R
D A
V E
N U
E W
Feet
0 10
A
P
P
A
A
A
P
P
N
S R
(U S
S R
(U S
B
U S
IN
E
S S
SR 684 (US 41)
Feet
0 10
A
P
A
A
P
P
P
A
P
A
P
P
P
RDZ6F
R D
Z E
R D
Z
C
SR 55 (US 41)
T
H A
V E
N U
E W
T
H A
V E
N U
E E
N
Feet
0 10
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
ROAD NO. FINANCIAL PROJECT IDCOUNTY
446685-1-52-01MANATEE
55/684
/SR 45
/8
/2
X
F D
O T
\4 \R o a d w a y \T
C D
T R
D .d g n
:1
:4
P
M n s p a to la
32751 FL, MAITLAND
2301 MAITLAND CENTER PKWY., SUITE 265
FALLER, DAVIS & ASSOCIATES, INC.
80503LICENSE NUMBER:
ALLISON A. HAGERTY
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
E D
A N
D S
E A
L E
D U
N D
E R
R U
L E
G
-2
.0
F
.A .C
ENGINEER OF RECORD
PLAN (2)
TEMPORARY TRAFFIC CONTROL
P
P
P
P
R D
Z
C
R D
Z F
R D
Z
C
R D
Z E
A
A
C R
O S
S H
E R
E
S
ID
E W
A L
K C
L O
S E
D
C R
O S
S H
E R
E
S
ID
E W
A L
K C
L O
S E
D
DETOUR
D E
T O
U R
D E
T O
U R
DETOUR
Feet
0 10
SR 55 (US 41)
T
H S
T R
E E
T E
T
H S
T R
E E
T E
N
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
ROAD NO. FINANCIAL PROJECT IDCOUNTY
446685-1-52-01MANATEE
55/684
/SR 45
/8
/2
X
F D
O T
\4 \R o a d w a y \T
C D
T R
D .d g n
:2
:3
P
M n s p a to la
32751 FL, MAITLAND
2301 MAITLAND CENTER PKWY., SUITE 265
FALLER, DAVIS & ASSOCIATES, INC.
80503LICENSE NUMBER:
ALLISON A. HAGERTY
T H
E O
F F
IC
IA
L R
E C
O R
D O
F T
H
IS
S H
E E
T I
S T
H E
E L
E C
T R
O N
IC
F
IL
E
D
IG
IT
A
L L
Y S
IG
N
E D
A N
D S
E A
L E
D U
N D
E R
R U
L E
G
-2
.0
F
.A .C
ENGINEER OF RECORD
PLAN (3)
TEMPORARY TRAFFIC CONTROL
File details come from the government source that posted it. Updated .