PW_-_Reams_Rd_Signals_Plans.pdf
PDF 9 MB Posted
- Solicitation number
- Y26-740
- Issued by
- Orange County, Orlando City, Florida
About this file
This is a detailed construction plans document prepared by DRMP, Inc. for Orange County Public Works in Florida, specifically for the Reams Road Improvement Project from Summerlake Park Boulevard to Taborfield Avenue (Project No. 5139). The project encompasses roadway widening and new construction along a corridor in Orange County, with signalization improvements at five major intersections: Reams Road at Torcello Isle Drive/Oasis Cove Boulevard, Reams Road at Floridian Way, Reams Road at Center Drive, Reams Road at Newmarket Drive/Bay Court, and Reams Road at Taborfield Avenue. The plans include comprehensive signalization details, fiber optic interconnect systems, vehicle detection systems, CCTV cameras, pedestrian signals with countdown timers, and internally illuminated street name signs. The project involves installation of 19 signal mast arms ranging from 30 to 70 feet, 38 aluminum signal poles, 38 pedestrian detectors, 21 video detection cameras, conduit installations totaling over 28,000 linear feet, and extensive fiber optic cabling of 18,058 linear feet for system interconnection. Construction specifications require all signal indications to be LED, signal controllers to be Intelight X3 NEMA TS 2 Type 2 ATC controllers, and temporary signal operation in flash mode for at least seven days prior to full operation.
The sealed bid deadline is 4:00 PM EST on Thursday, June 4, 2026, with electronic submissions required through the OpenGov e-Procurement Platform. The estimated total project cost is $102,354,355.72, consisting of $65,306,739.72 for roadway improvements and $37,047,616 for utility improvements. The plans detail utility conflicts and locations, including coordination with multiple utility providers such as Duke Energy, Florida Gas Transmission, AT&T, Verizon, and various others identified through exploratory holes and utility location plans. Contractor responsibilities include maintaining traffic, notifying utility companies 48 hours in advance of pole setting operations, having an IMSA Level II certified signal technician on call, providing as-built plans, and ensuring new signals are properly tested and burned-in before final acceptance. The project involves coordination across Orange County commissioners' districts and requires compliance with Florida Department of Transportation standards and Orange County Public Works specifications.
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Text version
UTILITIES ENCOUNTERED
PROJECT NO:
SHEET
OF
DATE:
DATE:
DATE:
DATE:
DATE BYREVISIONS
COMMISSIONERS
DISTRICT 1
DISTRICT 2
DISTRICT 3
DISTRICT 4
DISTRICT 5
DISTRICT 6
NICOLE H. WILSON
CHRISTINE MO0RE
MAYRA URIBE
MARIBEL GOMEZ CORDERO
JERRY L. DEMINGS, COUNTY MAYOR
LOCATION MAP
DESIGNED BY:
DRAWN BY :
CHECKED BY:
APPROVED BY:
CHRISTMAS
SEMINOLE COUNTY
OSCEOLA COUNTY
ORLANDO
INTERNATIONAL
AIRPORT
L A
K E C
O U
N T
Y
WINTER
GARDEN
ORLANDO
LAKE COUNTY
B R
E V
A R
D C
O U
N T
Y
PROJECT
LOCATION
OSCEOLA COUNTY
LAKE APOPKA
GALLOWAY DR.
1-4
I-4
FLORIDA
TPK
E-W
E
W
BOARD OF COUNTY
N c:\pw_working\drmp01\dms11651\keyssg01.dgnPlotted By: JLe 2/18/2026 11:02:37 AM Default
WIDENING AND NEW CONSTRUCTION
CONSTRUCTION PLANS FOR
CAPITAL IMPROVEMENT PROGRAM NO.: 5139
reams ROAD
SCIENTISTSENGINEERS SURVEYORS PLANNERS
PHONE: (407) 896-0594 FAX: (407) 896-4836
941 LAKE BALDWIN LANE, ORLANDO, FLORIDA 32814
DRMP, INC.
PREPARED BY:
DESCRIPTION
INDEX OF SHEETS
SHEET
VICINITY MAP
2734,35,36SEC. TWP. RGE. E.23
27SEC. TWP. RGE. E.241,2,3
1" = 1 MILE
R -2
-E
R -2
-E
T-23-S
T-24-S
STATION 355+06.81
BEGIN PROJECT
STATION 523+55.00
END PROJECT
ORANGE COUNTY, FLORIDA
DISTRICT NO. 1
T-46
L.
34 35 36
3 6
Disney
World
Bay
L.
L.
Lake
Mabel
Reams
Sharpe
P.
Open
South dR s ma eR 535
Lake
KEY SHEET
TABULATION OF QUANTITIES
GENERAL NOTES
SIGNALIZATION PLAN
SIGNATURE SHEETT-2
T-1
T-6 - T-7
T-8 - T-17
INTERCONNECT PLAN
GUIDE SIGN WORKSHEET
T-18 - T-23
T-29 - T-30
T-31 - T-32 FIBER OPTIC SPLICE DIAGRAM
T-3 - T-5
STANDARD MAST ARM TABULATION SHEET
UTILITY LOCATION PLAN
STANDARD MAST ARM ASSEMBLIES DATA TABLE
SIGNALIZATION PLANS
T-1
T-35 SIGNALIZATION DETAILS
T H
E
O F
F I
C I
A L
R
C O
D
T
I
S
E E
T
E C
T R
O N
C
G I
T A
L
Y
G N
N
A L
U
D
L E
G
A
C
T-24 - T-28
PUBLIC WORKS DIRECTOR
T-33 - T-34
T-36
T-37 SPECIAL MAST ARM DATA TABLES
T-38 - T-46 REPORT OF SIGNAL BORINGS
MICHAEL SCOTT
KELLY MARTINEZ SEMRAD
STATION 417+50.00
BEGIN BRIDGE
STATION 420+35.00
END BRIDGE
JOSEPH KUNKEL, P.E.
FEB 2026
BID SET
VERIZON
SUMMIT BROADBAND
SMART CITY TELECOM
REEDY CREEK ENERGY
ORANGE COUNTY UTILITIES
LAKE APOPKA NATURAL GAS
FLORIDA GAS TRANSMISSION
DUKE ENERGY TRANSMISSION
DUKE ENERGY DISTRIBUTION
CENTURY LINK (LUMEN)
BRIGHT HOUSE (CHARTER/ SPECTRUM)
AT&T FLORIDA
c:\pw_working\drmp01\dms11651\SIGNSG01.dgnPlotted By: JLe 2/18/2026 11:04:02 AM Default
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEET
BY BY
(407) 836-7908
ORLANDO, FLORIDA 32839-9205
4200 SOUTH JOHN YOUNG PARKWAY
ENGINEERING DIVISION
ORANGE COUNTY PUBLIC WORKS
941 LAKE BALDWIN LANE
ORLANDO, FLORIDA 32814
WILLIAM E. MOSS, P.E.
P.E. LICENSE NUMBER 74611
DRMP, INC.
SHEET NO. SHEET DESCRIPTION
FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.
THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE
DRMP, INC.
ORLANDO, FL 32814
941 LAKE BALDWIN LANE
STATE OF
R E
E
NI
G
NE LANOI
S S
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F O
R P
ESNECI
L
A
DIROL
F
No 74611
S
SOM .E MAILLI
W
SIGNALIZATION PLANS
SIGNATURE SHEET
T-2
SIGN AND SEALED BY:
THIS ITEM HAS BEEN DIGITALLY
WILLIAM E. MOSS, P.E. NO. 74611
SIGNALIZATION DETAILS
STANDARD MAST ARM TABULATION
FIBER OPTIC SPLICE DIAGRAM
GUIDE SIGN WORKSHEET
UTILITY LOCATION PLAN
INTERCONNECT PLAN
SIGNALIZATION PLAN
GENERAL NOTES
TABULATION OF QUANTITIES
SIGNATURE SHEET
KEY SHEET
T-35
T-33 -T-34
T-31 - T-32
T-29 - T-30
T-24 - T-28
T-18 - T-23
T-8 - T-17
T-6 - T-7
T-3 - T-5
T-2
T-1
SIGN AND SEALED BY:
THIS ITEM HAS BEEN DIGITALLY
FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.
THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE
SHEET NO. SHEET DESCRIPTION
SIGNALIZATION PLANS
SIGN AND SEALED BY:
THIS ITEM HAS BEEN DIGITALLY
FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.
THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE
SHEET NO. SHEET DESCRIPTION
SIGNALIZATION PLANS
ORLANDO, FL 32818
GODWIN N. NNADI, P.E. NO. 50637
NADIC ENGINEERING SERVICES, INC.
61 N. HART BOULEVARD
STATE OF
R E
E
NI
G
NE LANOI
S S
E
F O
R P
ESNECI
L
A
DIROL
F
No 50637
I
D
ANN .N NIWD
O G
T-37
T-36
T-2
SPECIAL MAST ARM DATA TABLES
STANDARD MAST ARM DATA TABULATION
SIGNATURE SHEET
T-38 - T-46
T-2
ORLANDO, FL 32801
450 S. ORANGE AVENUE
TLP ENGINEERING CONSULTANTS, INC.
DAVID MICHAEL WADDELL, P.E. NO. 37382
STATE OF
R E
E
NI
G
NE LANOI
S S
E
F O
R P
ESNECI
L
A
DIROL
F
No 37328
L L
E D
DAW LEAHCI
M
DI
V
A D
REPORT OF SIGNAL BORINGS
SIGNATURE SHEET
ON ANY ELECTRONIC DOCUMENTS.
SIGNATURE MUST BE VERIFIED
ON THE DATE ADJACENT TO THE SEAL
ON ANY ELECTRONIC DOCUMENTS.
SIGNATURE MUST BE VERIFIED
ON THE DATE ADJACENT TO THE SEAL
ON ANY ELECTRONIC DOCUMENTS.
SIGNATURE MUST BE VERIFIED
ON THE DATE ADJACENT TO THE SEAL
c:\pw_working\drmp01\dms11651\TABQSG01.dgnPlotted By: JLe 2/18/2026 11:05:01 AM Default
DATE DESCRIPTION
ORLANDO, FLORIDA 32839-9205
4200 SOUTH JOHN YOUNG PARKWAY
ENGINEERING DIVISION
ORANGE COUNTY PUBLIC WORKS
941 LAKE BALDWIN LANE
ORLANDO, FLORIDA 32814
WILLIAM E. MOSS, P.E.
P.E. LICENSE NUMBER 74611
DRMP, INC.
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TABULATION OF QUANTITIES
NO.
ITEM DESCRIPTION UNIT
SHEET NUMBERS
TOTAL
GRAND
T-8 T-9 T-10 T-11 T-12 T-13 T-14 T-15 T-16 T-17
(LUM SUM)
603-0
PAY ITEM
(LUM SUM)
603-0
PAY ITEM
(LUM SUM)
603-1
PAY ITEM
(LUM SUM)
603-1
PAY ITEM
(LUM SUM)
603-2
PAY ITEM
(LUM SUM)
603-2
PAY ITEM
(LUM SUM)
603-3
PAY ITEM
(LUM SUM)
603-3
PAY ITEM
(LUM SUM)
603-4
PAY ITEM
(LUM SUM)
603-4
PAY ITEM
PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL
563-4 ANTI-GRAFFITI COATING, NON-SACRIFICIAL SF 96 96 96 96 96
630-2-11 CONDUIT, F&I, OPEN TRENCH LF
ORANGE COUNTY (2") 180 210 325 170 208
630-2-12 CONDUIT, F&I, DIRECTIONAL BORE LF
ORANGE COUNTY (2") 415 665 430 455 300
630-2-14 CONDUIT, F&I, OVERHEAD LF 20 20 20 20
632-7-1 SIGNAL CABLE, NEW OR RECONSTRUCTED INTERSECTION, F&I PI 1 1 1 1 1
633-1-121 FIBER OPTIC CABLE, F&I, UNDERGROUND, 2-12 FIBERS LF
633-1-123 FIBER OPTIC CABLE, F&I, UNDERGROUND, 49-96 FIBERS LF
633-1-420 FIBER OPTIC CABLE, RELOCATE, UNDERGROUND LF
633-2-31 FIBER OPTIC CONNECTION, INSTALL, SPLICE EA
633-2-32 FIBER OPTIC CONNECTION, INSTALL, TERMINATIONS EA
633-3-11 FIBER OPTIC CONNECTION HARDWARE, F&I, SPLICE ENCLOSURE EA
633-3-12 FIBER OPTIC CONNECTION HARDWARE, F&I, SPLICE TRAY EA
633-3-14 FIBER OPTIC CONNECTION HARDWARE, F&I, BUFFER TUBE FAN OUT KIT EA
633-3-15 FIBER CONNECTION HARDWARE, F&I, PRETERMINATED PATCH PANEL EA
635-2-11 PULL AND SPLICE BOX, F&I, 13" x 24" COVER SIZE EA 16 15 17 19 18
635-2-12 PULL AND SPLICE BOX, F&I, 24" x 36" COVER SIZE EA
635-2-13 PULL AND SPLICE BOX, F&I, 30" x 60" RECTANGULAR OR 36" ROUND COVER SIZE EA
639-1-122 ELECTRICAL POWER SERVICE, F&I, UNDERGROUND, METER PURCHASED BY CONTRACTOR AS 1 1 1 1 1
639-1-620 ELECTRICAL POWER SERVICE, REMOVE UNDERGROUND AS 0 1
639-2-1 ELECTRICAL SERVICE WIRE, F&I LF 210 130 290 200 280
639-3-11 ELECTRICAL SERVICE DISCONNECT, F&I, POLE MOUNT EA 1 1 1 1 1
641-2-12 PRESTRESSED CONCRETE POLE, F&I, TYPE P-II SERVICE POLE EA 2 2 2 2 2
641-2-60 PRESTRESSED CONCRETE POLE, COMPLETE POLE REMOVAL, PEDESTAL / SERVICE POLE EA 1
641-2-80 PRESTRESSED CONCRETE POLE, COMPLETE POLE REMOVAL - POLE 30' AND GREATER EA 2
646-1-11 ALUMINUM SIGNAL POLES, PEDESTAL EA 8 8 8 6 8
646-1-60 ALUMINUM SIGNAL POLES, REMOVE EA 0 7
649-21-1 STEEL MAST ARM ASSEBMBLY, F&I, SINGLE ARM 30' EA 1
649-21-3 STEEL MAST ARM ASSEBMBLY, F&I, SINGLE ARM 40' EA 1 1 2
649-21-6 STEEL MAST ARM ASSEBMBLY, F&I, SINGLE ARM 50' EA 2 2 2 1
649-21-10 STEEL MAST ARM ASSEBMBLY, F&I, SINGLE ARM 60' EA 1 2 1
649-21-15 STEEL MAST ARM ASSEBMBLY, F&I, SINGLE ARM 70' EA 2 1
650-1-14 VEHICLE TRAFFIC SIGNAL, F&I, ALUMINUM, 3 SECTION, 1 WAY AS 8 15 9 10 7
650-1-16 VEHICLE TRAFFIC SIGNAL, F&I, ALUMINUM, 4 SECTION, 1 WAY AS 2 3 2 1
650-1-19 VEHICLE TRAFFIC SIGNAL, F&I, ALUMINUM, 5 SECTION, 1 WAY AS 1
653-1-11 PEDESTRIAN SIGNAL, F&I, LED COUNTDOWN, 1 WAY AS 8 8 8 6 8
660-4-11 VEHICLE DETECTION SYSTEM - VIDEO, F&I, CABINET EQUIPMENT EA 1 1 1 1 1
660-4-12 VEHICLE DETECTION SYSTEM - VIDEO, F&I, ABOVEGROUND EQUIPMENT EA 4 6 4 4 3
663-1-111 SIGNAL PRIORITY AND PREEMPTIOIN SYSTEM, F&I, OPTICAL, CABINET ELECTRONICS EA 1 1 1 1 1
663-1-112 SIGNAL PRIORITY AND PREEMPTIOIN SYSTEM, F&I, OPTICAL, DETECTORS EA 4 4 4 4 3
665-1-11 PEDESTRIAN DETECTOR, F&I, STANDARD EA 8 8 8 6 8
670-5-111 TRAFFIC CONTROLLER ASSEMBLY, F&I, NEMA, 1 PREEMPTION AS 1 1 1 1 1
670-5-600 TRAFFIC CONTROLLER ASSEMBLY, REMOVE CONTROLLER WITH CABINET AS 0 1
682-1-133 ITS CCTV CAMERA, F&I, DOME ENCLOSURE - NON - PRESSURIZED, IP, HIGH DEF. 1
684-1-1 MANAGED FIELD ETHERNET SWITCH, F&I EA 1 1 1 1 1
700-3-201 SIGN PANEL, F&I OVERHEAD MOUNT,UP TO 12 SF EA 3 1 3 2 1
700-5-21 INTERNALLY ILLUMINATED SIGN, F&I, OVERHEAD MOUNT, UP TO 12 SF EA 4 4 2 4 3
700-141-390 ENHANCED HIGHWAY SIGN ASSEMBLY, AC POWERED, F&I
OVERHEAD MOUNT, BLANK OUT SIGN 12-16 SF
EA 1
UNDER SHEETS T-18 TO T-23.
ARE SHOWN UNDER SHEET T-12 AND T-13. THE ITEMS 603-3 ARE SHOWN UNDER SHEET T-14 AND T-15. THE ITEMS 603-4 ARE SHOWN UNDER SHEETS T-16 AND T-17. THE ITEMS 603-5 INCLUDED UNDER INTERCONNECT LUMP SUM PAY ITEM 603-5 ARE SHOWN
ITEMS ABOVE ARE AN ESTIMATE OF THE QUANTITIES INCLUDED FOR EACH INTERSECTION LUMP SUM PAY ITEM. THE ITEMS 603-0 ARE SHOWN UNDER SHEET T-8 AND T-9. THE ITEMS 603-1 ARE SHOWN UNDER SHEET T-10 AND T-11. THE ITEMS 603-2
DUKE POWER (1 1/2")
c:\pw_working\drmp01\dms11651\TABQSG01.dgnPlotted By: JLe 2/18/2026 11:05:01 AM Default
DATE DESCRIPTION
ORLANDO, FLORIDA 32839-9205
4200 SOUTH JOHN YOUNG PARKWAY
ENGINEERING DIVISION
ORANGE COUNTY PUBLIC WORKS
941 LAKE BALDWIN LANE
ORLANDO, FLORIDA 32814
WILLIAM E. MOSS, P.E.
P.E. LICENSE NUMBER 74611
DRMP, INC.
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T-4
NO.
ITEM DESCRIPTION UNIT
SHEET NUMBERS
TOTAL
GRAND
T-18 T-19 T-20 T-21 T-22 T-23
(LUM SUM)
603-5
PAY ITEM
(LUM SUM)
603-5
PAY ITEM
(LUM SUM)
603-5
PAY ITEM
(LUM SUM)
603-5
PAY ITEM
(LUM SUM)
603-5
PAY ITEM
(LUM SUM)
603-5
PAY ITEM
PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL
563-4 ANTI-GRAFFITI COATING, NON-SACRIFICIAL SF
630-2-11 CONDUIT, F&I, OPEN TRENCH LF
ORANGE COUNTY (2") 2650 1830 1385 2405 2580 1285
630-2-12 CONDUIT, F&I, DIRECTIONAL BORE LF
ORANGE COUNTY (2") 130 880 1410 185 55 240
630-2-14 CONDUIT, F&I, OVERHEAD LF
632-7-1 SIGNAL CABLE, NEW OR RECONSTRUCTED INTERSECTION, F&I PI
633-1-121 FIBER OPTIC CABLE, F&I, UNDERGROUND, 2-12 FIBERS LF 125 105 325 215 100
633-1-123 FIBER OPTIC CABLE, F&I, UNDERGROUND, 49-96 FIBERS LF 3215 3145 3215 3565 3098 1820
633-1-420 FIBER OPTIC CABLE, RELOCATE, UNDERGROUND LF 25
633-2-31 FIBER OPTIC CONNECTION, INSTALL, SPLICE EA 78 20 40 20 20
633-2-32 FIBER OPTIC CONNECTION, INSTALL, TERMINATIONS EA 12 72
633-3-11 FIBER OPTIC CONNECTION HARDWARE, F&I, SPLICE ENCLOSURE EA 1 1 2 1 1
633-3-12 FIBER OPTIC CONNECTION HARDWARE, F&I, SPLICE TRAY EA 6 1 2 1 1
633-3-14 FIBER OPTIC CONNECTION HARDWARE, F&I, BUFFER TUBE FAN OUT KIT EA 1
633-3-15 FIBER CONNECTION HARDWARE, F&I, PRETERMINATED PATCH PANEL EA 1 2 1 1
635-2-11 PULL AND SPLICE BOX, F&I, 13" x 24" COVER SIZE EA
635-2-12 PULL AND SPLICE BOX, F&I, 24" x 36" COVER SIZE EA 5 5 8 7 6 4
635-2-13 PULL AND SPLICE BOX, F&I, 30" x 60" RECTANGULAR OR 36" ROUND COVER SIZE EA 1 2 1 1
639-1-122 ELECTRICAL POWER SERVICE, F&I, UNDERGROUND, METER PURCHASED BY CONTRACTOR AS
639-1-620 ELECTRICAL POWER SERVICE, REMOVE UNDERGROUND AS
639-2-1 ELECTRICAL SERVICE WIRE, F&I LF
639-3-11 ELECTRICAL SERVICE DISCONNECT, F&I, POLE MOUNT EA
641-2-12 PRESTRESSED CONCRETE POLE, F&I, TYPE P-II SERVICE POLE EA
641-2-60 PRESTRESSED CONCRETE POLE, COMPLETE POLE REMOVAL, PEDESTAL / SERVICE POLE EA
641-2-80 PRESTRESSED CONCRETE POLE, COMPLETE POLE REMOVAL - POLE 30' AND GREATER EA
646-1-11 ALUMINUM SIGNAL POLES, PEDESTAL EA
646-1-60 ALUMINUM SIGNAL POLES, REMOVE EA
649-21-1 STEEL MAST ARM ASSEBMBLY, F&I, SINGLE ARM 30' EA
649-21-3 STEEL MAST ARM ASSEBMBLY, F&I, SINGLE ARM 40' EA
649-21-6 STEEL MAST ARM ASSEBMBLY, F&I, SINGLE ARM 50' EA
649-21-10 STEEL MAST ARM ASSEBMBLY, F&I, SINGLE ARM 60' EA
649-21-15 STEEL MAST ARM ASSEBMBLY, F&I, SINGLE ARM 70' EA
650-1-14 VEHICLE TRAFFIC SIGNAL, F&I, ALUMINUM, 3 SECTION, 1 WAY AS
650-1-16 VEHICLE TRAFFIC SIGNAL, F&I, ALUMINUM, 4 SECTION, 1 WAY AS
650-1-19 VEHICLE TRAFFIC SIGNAL, F&I, ALUMINUM, 5 SECTION, 1 WAY AS
653-1-11 PEDESTRIAN SIGNAL, F&I, LED COUNTDOWN, 1 WAY AS
660-4-11 VEHICLE DETECTION SYSTEM - VIDEO, F&I, CABINET EQUIPMENT EA
660-4-12 VEHICLE DETECTION SYSTEM - VIDEO, F&I, ABOVEGROUND EQUIPMENT EA
663-1-111 SIGNAL PRIORITY AND PREEMPTIOIN SYSTEM, F&I, OPTICAL, CABINET ELECTRONICS EA
663-1-112 SIGNAL PRIORITY AND PREEMPTIOIN SYSTEM, F&I, OPTICAL, DETECTORS EA
665-1-11 PEDESTRIAN DETECTOR, F&I, STANDARD EA
670-5-111 TRAFFIC CONTROLLER ASSEMBLY, F&I, NEMA, 1 PREEMPTION AS
670-5-600 TRAFFIC CONTROLLER ASSEMBLY, REMOVE CONTROLLER WITH CABINET AS
682-1-133 ITS CCTV CAMERA, F&I, DOME ENCLOSURE - NON - PRESSURIZED, IP, HIGH DEF.
684-1-1 MANAGED FIELD ETHERNET SWITCH, F&I EA
700-3-201 SIGN PANEL, F&I OVERHEAD MOUNT,UP TO 12 SF EA
700-5-21 INTERNALLY ILLUMINATED SIGN, F&I, OVERHEAD MOUNT, UP TO 12 SF EA
700-141-390
OVERHEAD MOUNT, BLANK OUT SIGN 12-16 SF
EAENHANCED HIGHWAY SIGN ASSEMBLY, AC POWERED, F&I
UNDER SHEETS T-18 TO T-23.
ARE SHOWN UNDER SHEET T-12 AND T-13. THE ITEMS 603-3 ARE SHOWN UNDER SHEET T-14 AND T-15. THE ITEMS 603-4 ARE SHOWN UNDER SHEETS T-16 AND T-17. THE ITEMS 603-5 INCLUDED UNDER INTERCONNECT LUMP SUM PAY ITEM 603-5 ARE SHOWN
ITEMS ABOVE ARE AN ESTIMATE OF THE QUANTITIES INCLUDED FOR EACH INTERSECTION LUMP SUM PAY ITEM. THE ITEMS 603-0 ARE SHOWN UNDER SHEET T-8 AND T-9. THE ITEMS 603-1 ARE SHOWN UNDER SHEET T-10 AND T-11. THE ITEMS 603-2 c:\pw_working\drmp01\dms11651\TABQSG01.dgnWMoss 3/9/2026 4:41:17 PM Default
DATE DESCRIPTION
ORLANDO, FLORIDA 32839-9205
4200 SOUTH JOHN YOUNG PARKWAY
ENGINEERING DIVISION
ORANGE COUNTY PUBLIC WORKS
941 LAKE BALDWIN LANE
ORLANDO, FLORIDA 32814
WILLIAM E. MOSS, P.E.
P.E. LICENSE NUMBER 74611
DRMP, INC.
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TABULATION OF QUANTITIES
T-5
TABULATION OF QUANTITIES
NO.
ITEM DESCRIPTION UNIT
SHEET NUMBERS
603-0
TOTAL
603-1
TOTAL
603-2
TOTAL
603-3
TOTAL
603-4
TOTAL
603-5
TOTAL
TOTAL
GRAND
(LUMP SUM) (LUMP SUM) (LUMP SUM) (LUMP SUM) (LUMP SUM) (LUMP SUM)
PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINALPLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL
563-4 ANTI-GRAFFITI COATING, NON-SACRIFICIAL SF 96 96 96 96 96 480
630-2-11 CONDUIT, F&I, OPEN TRENCH LF 28556
ORANGE COUNTY (2") 180 210 325 330 208 12135
630-2-12 CONDUIT, F&I, DIRECTIONAL BORE LF 8790
ORANGE COUNTY (2") 415 665 430 455 300 2900
630-2-14 CONDUIT, F&I, OVERHEAD LF 20 20 20 20 80
632-7-1 SIGNAL CABLE, NEW OR RECONSTRUCTED INTERSECTION, F&I PI 1 1 1 1 1 5
633-1-121 FIBER OPTIC CABLE, F&I, UNDERGROUND, 2-12 FIBERS LF 870 870
633-1-123 FIBER OPTIC CABLE, F&I, UNDERGROUND, 49-96 FIBERS LF 18058 18058
633-1-420 FIBER OPTIC CABLE, RELOCATE, UNDERGROUND LF 25 25
633-2-31 FIBER OPTIC CONNECTION, INSTALL, SPLICE EA 178 178
633-2-32 FIBER OPTIC CONNECTION, INSTALL, TERMINATIONS EA 84 84
633-3-11 FIBER OPTIC CONNECTION HARDWARE, F&I, SPLICE ENCLOSURE EA 6 6
633-3-12 FIBER OPTIC CONNECTION HARDWARE, F&I, SPLICE TRAY EA 11 11
633-3-14 FIBER OPTIC CONNECTION HARDWARE, F&I, BUFFER TUBE FAN OUT KIT EA 1 1
633-3-15 FIBER CONNECTION HARDWARE, F&I, PRETERMINATED PATCH PANEL EA 5 5
635-2-11 PULL AND SPLICE BOX, F&I, 13" x 24" COVER SIZE EA 16 15 17 19 18 85
635-2-12 PULL AND SPLICE BOX, F&I, 24" x 36" COVER SIZE EA 35 35
635-2-13 PULL AND SPLICE BOX, F&I, 30" x 60" RECTANGULAR OR 36" ROUND COVER SIZE EA 5 5
639-1-122 ELECTRICAL POWER SERVICE, F&I, UNDERGROUND, METER PURCHASED BY CONTRACTOR AS 1 1 1 1 1 5
639-1-620 ELECTRICAL POWER SERVICE, REMOVE UNDERGROUND AS 1 1
639-2-1 ELECTRICAL SERVICE WIRE, F&I LF 210 130 290 200 280 1110
639-3-11 ELECTRICAL SERVICE DISCONNECT, F&I, POLE MOUNT EA 1 1 1 1 1 5
641-2-12 PRESTRESSED CONCRETE POLE, F&I, TYPE P-II SERVICE POLE EA 2 2 2 2 2 10
641-2-60 PRESTRESSED CONCRETE POLE, COMPLETE POLE REMOVAL, PEDESTAL / SERVICE POLE EA 1 1
641-2-80 PRESTRESSED CONCRETE POLE, COMPLETE POLE REMOVAL - POLE 30' AND GREATER EA 2 2
646-1-11 ALUMINUM SIGNAL POLES, PEDESTAL EA 8 8 8 6 8 38
646-1-60 ALUMINUM SIGNAL POLES, REMOVE EA 7 7
649-21-1 STEEL MAST ARM ASSEBMBLY, F&I, SINGLE ARM 30' EA 1 1
649-21-3 STEEL MAST ARM ASSEBMBLY, F&I, SINGLE ARM 40' EA 1 1 2 4
649-21-6 STEEL MAST ARM ASSEBMBLY, F&I, SINGLE ARM 50' EA 2 2 2 1 7
649-21-10 STEEL MAST ARM ASSEBMBLY, F&I, SINGLE ARM 60' EA 1 2 1 4
649-21-15 STEEL MAST ARM ASSEBMBLY, F&I, SINGLE ARM 70' EA 2 1 3
650-1-14 VEHICLE TRAFFIC SIGNAL, F&I, ALUMINUM, 3 SECTION, 1 WAY AS 8 15 9 10 7 49
650-1-16 VEHICLE TRAFFIC SIGNAL, F&I, ALUMINUM, 4 SECTION, 1 WAY AS 2 3 2 1 8
650-1-19 VEHICLE TRAFFIC SIGNAL, F&I, ALUMINUM, 5 SECTION, 1 WAY AS 1 1
653-1-11 PEDESTRIAN SIGNAL, F&I, LED COUNTDOWN, 1 WAY AS 8 8 8 6 8 38
660-4-11 VEHICLE DETECTION SYSTEM - VIDEO, F&I, CABINET EQUIPMENT EA 1 1 1 1 1 5
660-4-12 VEHICLE DETECTION SYSTEM - VIDEO, F&I, ABOVEGROUND EQUIPMENT EA 4 6 4 4 3 21
663-1-111 SIGNAL PRIORITY AND PREEMPTIOIN SYSTEM, F&I, OPTICAL, CABINET ELECTRONICS EA 1 1 1 1 1 5
663-1-112 SIGNAL PRIORITY AND PREEMPTIOIN SYSTEM, F&I, OPTICAL, DETECTORS EA 4 4 4 4 3 19
665-1-11 PEDESTRIAN DETECTOR, F&I, STANDARD EA 8 8 8 6 8 38
670-5-111 TRAFFIC CONTROLLER ASSEMBLY, F&I, NEMA, 1 PREEMPTION AS 1 1 1 1 1 5
670-5-600 TRAFFIC CONTROLLER ASSEMBLY, REMOVE CONTROLLER WITH CABINET AS 1 1
682-1-133 ITS CCTV CAMERA, F&I, DOME ENCLOSURE - NON - PRESSURIZED, IP, HIGH DEF. 1 1
684-1-1 MANAGED FIELD ETHERNET SWITCH, F&I EA 1 1 1 1 1 5
700-3-201 SIGN PANEL, F&I OVERHEAD MOUNT,UP TO 12 SF EA 3 1 3 2 1 10
700-5-21 INTERNALLY ILLUMINATED SIGN, F&I, OVERHEAD MOUNT, UP TO 12 SF EA 4 4 2 4 4 18
1EAENHANCED HIGHWAY SIGN ASSEMBLY, AC POWERED, F&I
OVERHEAD MOUNT, BLANK OUT SIGN 12-16 SF
700-141-390 1
DUKE POWER (1 1/2")
DUKE POWER (1 1/2")
15168
(LUMP SUM)
603-6
TOTAL
UNDER SHEETS T-18 TO T-23. THE ITEM 603-6 DUKE CONDUIT SHOWN ON SHEETS T-18 TO T-23 IS AN ESTIMATE. THIS WILL BE UPDATED AFTER DUKE POWER DESIGNS THE CONDUIT ROUTING.
ARE SHOWN UNDER SHEET T-12 AND T-13. THE ITEMS 603-3 ARE SHOWN UNDER SHEET T-14 AND T-15. THE ITEMS 603-4 ARE SHOWN UNDER SHEETS T-16 AND T-17. THE ITEMS 603-5 INCLUDED UNDER INTERCONNECT LUMP SUM PAY ITEM 603-5 ARE SHOWN
ITEMS ABOVE ARE AN ESTIMATE OF THE QUANTITIES INCLUDED FOR EACH INTERSECTION LUMP SUM PAY ITEM. THE ITEMS 603-0 ARE SHOWN UNDER SHEET T-8 AND T-9. THE ITEMS 603-1 ARE SHOWN UNDER SHEET T-10 AND T-11. THE ITEMS 603-2 c:\pw_working\drmp01\dms11651\gnntsg01.dgnPlotted By: JLe 2/18/2026 11:07:28 AM Default
DATE DESCRIPTION
ORLANDO, FLORIDA 32839-9205
4200 SOUTH JOHN YOUNG PARKWAY
ENGINEERING DIVISION
ORANGE COUNTY PUBLIC WORKS
941 LAKE BALDWIN LANE
ORLANDO, FLORIDA 32814
WILLIAM E. MOSS, P.E.
P.E. LICENSE NUMBER 74611
DRMP, INC.
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1.
INTERCONNECT:
5.
4.
3.
2.
1.
PULL BOXES:
CABLE EXTERNAL UV SHEATHING SHALL RUN INTO SIGNAL HEAD ASSEMBLY ON MAST ARM MOUNTED ASSEMBLY.
WIRING IDENTIFICATION MUST INCLUDE ALL DETECTION PULL BOXES, MAST ARM HAND HOLES, ETC.
SUBMITTED FOR APPROVAL WITH THE OTHER EQUIPMENT SUBMITTALS REQUIRED FOR THIS PROJECT. FIELD
WEATHERPROOF TAGS THAT ARE SECURELY ATTACHED TO EACH CABLE. THE TAGGING SYSTEM PROPOSED SHALL BE
ALL FIELD WIRING SHALL BE NEATLY BUNDLED AND CLEARLY IDENTIFIED WITH PERMANENT LEGIBLE, BEFORE ORDERING. WIRING DIAGRAMS SHALL BE IN ACCORDANCE WITH ORANGE COUNTY SPECIFICATIONS.
THE CONTRACTOR SHALL VERIFY COLOR CODES FOR BOTH SIGNAL AND INTERCONNECT CABLE WITH ORANGE COUNTY
PULLING OF THE CABLE.
ALLOWABLE TENSION UNIT IS NOT EXCEEDED. AN APPROVED LUBRICANT SHALL BE USED TO FACILITATE THE
EXTERIOR COVERING OF THE CABLE. A WINCH WITH A SLIP CLUTCH SHALL BE USED TO INSURE THAT THE
ALL CABLE SHALL BE PULLED IN THE CONDUIT WITH A CABLE GRIP DESIGNED TO PROVIDE A FIRM HOLD ON THE
DETECTION CABLE.
UNDER NO CIRCUMSTANCES SHALL ENERGIZED CABLE BE PLACED IN THE SAME CONDUIT OR PULL BOX AS
COPPER TRACE/PULL WIRE SHALL BE INCLUDED WITH FIBER OPTIC CABLE INSTALLED IN UNDERGROUND CONDUIT.
FIBER OPTIC INTERCONNECT CABLE SHALL BE 72 SINGLE MODE FIBERS UNLESS SPECIFIED OTHERWISE. A
REMAIN THE RESPONSIBILITY OF THE CONTRACTOR.
MAINTENANCE OF TRAFFIC AS REQUIRED. THE MAINTENANCE OF EXISTING SIGNALS, UNTIL REMOVED, SHALL
EXISTING SIGNALIZATION SHALL REMAIN IN PLACE TO THE EXTENT POSSIBLE AND SHALL BE USED FOR THE
DELINEATION AND ADVANCED WARNING SHALL BE USED WITH THE APPROVAL OF THE ENGINEER.
FEET OF THE ROADWAY CARRYING TRAFFIC. IF THE ABOVE IS NOT POSSIBLE, A STORAGE AREA WITH PROPER
DURING NON-WORKING HOURS, NO EQUIPMENT, VEHICLES OR MATERIAL SHALL BE PARKED OR STORED WITHIN 30
AND WILL NOT BE PAID SEPARATELY.
DIRECT TRAFFIC. THE COST OF THE OFF-DUTY LAW ENFORCEMENT OFFICER SHALL BE INCIDENTAL TO THE WORK
TURNING ON NEW SIGNALS) WHERE A LANE IS CLOSED AN OFF-DUTY LAW ENFORCEMENT OFFICER SHALL
REMOVING EXISTING SIGNAL EQUIPMENT, INSTALLING NEW SIGNAL EQUIPMENT, INSTALLING LOOPS AND RUNS, AND
WHENEVER SIGNAL WORK IS BEING PERFORMED AT AN INTERSECTION (INSTALLING CONDUIT IN THE STREET, WITH LONG LASTING EXTERIOR GRADE PAINT.
LIDS SHALL BE PAINTED ORANGE FOR COMMUNICATION AND RED FOR SIGNAL SYSTEMS UPON SIGNAL INSPECTION
ARE PROHIBITED FROM INSTALLATION IN ROAD OR DRIVEWAY.
PULL BOXES SHALL NOT BE PLACED IN SIDEWALK OR CORNER TURN RADIUS UNLESS CONDITIONS WILL NOT PERMIT, SIGNAL" OR "FIBER OPTIC"
UNLESS INDICATED OTHERWISE ON THE PLANS, ALL PULL BOXES SHALL HAVE THE LID EMBOSSED WITH "TRAFFIC
NON-METALLIC.
UNLESS SPECIFIED OTHERWISE, ALL PULL BOX COVERS TO BE FURNISHED AND INSTALLED SHALL BE
BOXES SHALL BE PLACED AT LEAST 7 FEET FROM THE EDGE OF PAVEMENT.
PULL BOXES SHALL BE PLACED BEHIND CURB AND GUTTER. IF THERE IS NO CURB AND GUTTER, THEN PULL
READ: NEW SIGNAL AHEAD - PREPARE TO STOP.
ADVANCE OF THE STOP BARS. SIGNS SHALL BE ACTIVE THE FIRST WEEK OF SIGNAL OPERATION MESSAGING TO
VARIABLE MESSAGE SIGNS SHALL BE PROVIDED ON BOTH MAIN STREET APPROACHES, PLACED 350' - 500' IN
SIGNALS AND DEVICES.
THE CONTRACTOR SHALL COMPLY WITH FDOT DISTRICT 5 MSP 611 - ACCEPTANCE PROCEDURES FOR TRAFFIC
AUTHORIZED BY THE ENGINEER.
FULL OPERATION. TRAFFIC ENGINEERING WILL ALLOW THE SIGNAL TO BE TURNED ON TO FULL OPERATION WHEN
OF NOTIFICATION AND ALLOW THE SIGNAL TO BE TURNED ON FLASHING MODE IF DETERMINED TO BE READY FOR
READY FOR INITIAL INSPECTION. TRAFFIC ENGINEERING WILL COMPLETE INITIAL INSPECTION WITHIN 7 DAYS
THE CONTRACTOR SHALL NOTIFY ORANGE COUNTY TRAFFIC ENGINEERING AT 407-836-7890 THAT A SIGNAL IS
OR WEDNESDAY.
NORMAL OPERATION AND SCHEDULED FOR INSPECTION FOR PLACING INTO NORMAL OPERATION ON MONDAY, TUESDAY, NEW TRAFFIC SIGNALS SHALL INITIALLY OPERATE IN FLASH MODE FOR AT LEAST 7 CONSECUTIVE DAYS PRIOR TO
COUNTY TRAFFIC OPERATIONS, 4200 SOUTH JOHN YOUNG PARKWAY ORLANDO, FLORIDA 32839.
UNLESS OTHERWISE NOTED, ALL REM0VED EQUIPMENT EXCEPT CONCRETE POLES SHALL BE DELlVERED TO ORANGE
SO THAT THESE OPERATIONS MAY BE OBSERVED.
ADVANCE OF INSTALLING GROUND RODS, UNDERGROUND CONDUIT, MAST ARM FOUNDATIONS OR SETTING POLES
THE CONTRACTOR SHALL NOTIFY ORANGE COUNTY TRAFFIC OPERATIONS (407-836-7890) AT LEAST 24 HOURS IN
TWO HOURS RESPONSE TIME.
THE CONTRACTOR SHALL HAVE AN IMSA LEVEL II CERTIFIED SIGNAL TECHNICIAN ON CALL WITHIN A MAXIMUM OF
MAINTAINING AGENCY, ORANGE COUNTY.
COMPLETE SETS OF AS- BUILT PLANS. ONE SET SHALL BE LEFT IN THE CABINET FOR THE LOCAL
AT THE TIME OF FINAL PROJECT INSPECTION THE CONTRACTOR SHALL FURNISH TO THE INSPECTOR THREE
CASES WHERE JOINT USE POLES ARE TO BE USED.
SETTING OPERATIONS WHERE A CONFLICT WITH OVERHEAD ELECTRICAL CONDUCTORS IS EXPECTED AND IN ALL
THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY DEPARTMENT AT LEAST 48 HOURS IN ADVANCE OF POLE
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY AND PRIOR TO ANY FURTHER WORK ACTIVITY.
CONDITIONS PREVENT THE APPLICATION OR THE PROGRESSION OF ANY WORK SPECIFIED IN THESE PLANS, THE
THESE PLANS REFLECT CONDITIONS KNOWN DURING PLAN DEVELOPMENT. IN THE EVENT ACTUAL PHYSICAL
SUPPLEMENTS THERETO IF NOTED IN THE SPECIAL PROVISIONS FOR THIS PROJECT.
FLORIDA, LATEST EDITION OF STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, AND
TRANSPORTATION'S DESIGN STANDARDS, LATEST EDITION. GOVERNING SPECIFICATIONS ARE THE STATE OF
THE SIGNALIZATION PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
GENERAL:
5.
4.
3.
2.
1.
CABLE:
3.
2.
1.
MAINTENANCE OF TRAFFIC:
KEY, CABINET LOCK, KEY BATTERY, CK MASTER KEY, AND MAINTENANCE BRUSH.
ALL CABINETS SHALL HAVE IN PLACE UPON INSPECTION OF INTERSECTION A CYBERLOCK SYSTEM, INCLUDING:
SOFTWARE.
THE SIGNAL CONTROLLER SHALL BE INTELIGHT X3 - NEMA TS 2 TYPE 2 ATC CONTROLLER W/ MAXTIME LOCAL
A MANUAL PUSH CORD SHALL BE FURNISHED PER FDOT SPECIFICATIONS 676-3.3.
SYSTEM.
THE CONTROLLER ASSEMBLY SHALL BE TS-2 TYPE 1 AND SHALL BE COMPATIBLE WITH ORANGE COUNTY'S SIGNAL
NOT PERMIT.
THE CABINET DOOR SHALL OPEN AWAY FROM THE INTERSECTION UNLESS OTHERWISE SPECIFIED OR CONDITIONS DO
INCHES MAXIMUM ABOVE FINISHED GRADE AND MUST NOT BE PLACED IN LOW LYING WATER RETENTION AREA.
THE CONTROLLER BASE AND SERVICE PAD SHALL BE A MONOLITHIC CONCRETE POUR WITH 4 INCHES MINIMUM / 8
PROHIBITED.
THE MOUNTING OR ATTACHMENT OF THE ELECTRICAL SERVICE TO THE TRAFFIC SIGNAL CABINET SHALL BE
THE PLANS.
GROUND MOUNTED CONTROLLER CABINETS SHALL BE TYPE 6 WITH 76" HEIGHT, UNLESS OTHERWISE SPECIFIED IN
8.
7.
6.
5.
4.
3.
2.
1.
CONTROLLER ASSEMBLY:
BOX.
FOUR SPARE CABINET CONDUITS SHALL BE STUBBED AND CAPPED TO INCLUDE PULL STRING IN THE NEAREST PULL
WIRING IS COMPLETE.
ALL ENDS OF CONDUITS IN PULL BOXES AND CABINETS SHALL BE SEALED WITH ELECTRICAL PUTTY AFTER
STEEL POLES.
IT MAY BE READILY LOCATED FOR FUTURE USE AND PROHIBITED FROM EXTERNAL ABOVEGROUND ATTACHMENTS TO
TOP OF SIDEWALK , SIDE OF POLE, ETC. SHALL BE MARKED WITH AN APPROPRIATE ETCHED "X" IN ORDER THAT
FOOTING COMPLETE WITH SWEEP UP INTO THE POLE. IN EACH CONDUIT ENTRANCE IN THE POLE, THE FOOTING , THE CONTRACTOR SHALL INSTALL A CONDUIT STUB WITH CAP A MINIMUM OF 12 INCHES OUTSIDE THE POLE
ELECTRICAL POWER SERVICE DUCT.
ALL CONDUIT SHALL BE SCHEDULE 40, 2 INCH DIA. MINIMUM UNLESS OTHERWISE SPECIFIED IN PLANS, EXCEPT
INSTALLATION OF THE BASE COURSE.
ALL CONDUITS TO BE INSTALLED UNDER PAVEMENT OR SIDEWALK SHALL BE INSTALLED PRIOR TO THE
POSSIBLE CONFLICTS WITH UNDERGROUND UTILITIES.
AS DIRECTED BY THE PROJECT ENGINEER, THE CONTRACTOR SHALL ADJUST CONDUIT VERTICALLY TO AVOID ANY
BEFORE SUBMITTING BID PROPOSALS IN ACCORDANCE WITH SECTION 2-4 OF THE FDOT SPECIFICATIONS.
JACKING OR TRENCHING. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE JOB SITE CONDITIONS
IT SHOULD BE NOTED THAT NO TEST BORINGS WERE MADE WHERE CONDUIT RUNS ARE TO BE INSTALLED BY
GENERAL NOTES
7.
6.
5.
4.
3.
2.
1.
CONDUITS:
T-6 c:\pw_working\drmp01\dms11651\gnntsg01.dgnPlotted By: JLe 2/18/2026 11:07:28 AM Default
DATE DESCRIPTION
ORLANDO, FLORIDA 32839-9205
4200 SOUTH JOHN YOUNG PARKWAY
ENGINEERING DIVISION
ORANGE COUNTY PUBLIC WORKS
941 LAKE BALDWIN LANE
ORLANDO, FLORIDA 32814
WILLIAM E. MOSS, P.E.
P.E. LICENSE NUMBER 74611
DRMP, INC.
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COUNTY FOR APPROVAL.
ALL SIGNAL INDICATIONS SHALL BE LED. LED SIGNAL PRODUCT INFORMATION SHALL BE SUBMITTED TO ORANGE
COVERED, TO INCLUDE REFECTORIZED BACK-PLATES.
REFLECTORIZED BACK-PLATES. ALL DARK INSTALLED SIGNAL INDICATIONS NOT IN OPERATION SHALL BE
UNLESS INDICATED OTHERWISE ALL SIGNAL HEADS SHALL BE BLACK ALUMINUM WITH TUNNEL VISORS AND
RED FOR 4 & 8.
SHALL FLASH UNLESS SPECIFIED OTHERWISE. FLASHING OPERATION SHALL BE AMBER FOR MOVEMENTS 2 & 6 AND
DURING TRAFFIC SIGNAL FLASHING OPERATION THE RED ARROW INDICATION OF ALL 3-SECTION LEFT TURN HEADS
MAST ARMS
THEN THE SURFACES SHALL BE GALVANIZED ONLY.
THE COATING SHALL BE ELECTROSTATICALLY APPLIED AND CURED BY HEATING. IF A FINISH IS NOT SPECIFIED
ISOCYANURATE OR URETHANE POLYESTER POWER, FEDERAL STANDARD COLOR FS 27038 (SEMI - GLOSS BLACK).
IF A COLOR FINISH ON THE TRAFFIC SIGNAL MAST ARMS / POLES IS SPECIFIED, IT SHALL BE A TRIGLYCIDYL
PEDESTAL POLES
SCHEDULE 80 FOR TALLER (10' +) POLES THAT INCLUDE SIGNAL HEAD INDICATIONS.
4.5" DIAMETER POLE WITH PEDESTAL BASE, COLLAR REQUIRED, SCHEDULE 40 FOR PED SIGNAL ONLY POLES, ELECTRICAL POWER SERVICE
OF 120 / 240V FROM POWER COMPANY.
METER CAN BYPASS HANDLE REQUIRED FOR ALL TRAFFIC SIGNAL SERVICES, PREFERRED FOR BEACONS. ALL 120V
6 POSITION MINIMUM BREAKER BOX WITH ALL POSITIONS WIRED HOT FOR FUTURE (SQUARE D BRAND PREFERRED).
3.
2.
1.
SIGNAL HEADS:
4.
3.
2.
1.
INTERNALLY ILLUMINATED SIGNS:
ASSOCIATED ROADWAY, OTHERWISE TO FDOT STANDARDS. NO SINGLE POINT ATTACHMENT SIGN HANGER PERMITTED.
CABLE ACCESS, PREFERRED ADJUSTABLE CONNECTION POINT TO ALLOW ARM ALIGNMENT FOR SIGN WITH
SIGNS ARMS ARE REQUIRED TO HAVE 1" DIAMETER HOLE 12" FROM EACH END OF THE ARM ON THE BOTTOM FOR
SUPPORT A SIGN WEIGHING 75LBS.
THE SUPPORT ARM AND BRACKET FOR INTERNALLY ILLUMINATED STREET NAME SIGNS SHALL BE DESIGNED TO
PLANS, AND SHALL BE ILLUMINATED WITH WHITE LEDS.
ALL INTERNALLY ILLUMINATED STREET NAME SIGNS SHALL BE DOUBLE FACED UNLESS STATED OTHERWISE IN THE
SEPARATELY FROM THE SIGNAL CABINET AND SHALL BE CONTROLLED BY ONE MASTER PHOTOCELL.
SIGNS ARE TO BE BURNED IN FOR 60 DAYS BEFORE FINAL ACCEPTANCE. THE SIGNS SHALL BE BREAKERED
THE CONTRACTOR SHALL INSTALL AND TEST IN PLACE THE INTERNALLY ILLUMINATED STREET NAME SIGNS. THE
CCTV CAMERAS
MANAGED FIELD ETHERNET SWITCH
ALL MANAGED FIELD ETHERNET SWITCHS SHALL BE ITS EXPRESS - LAYER 2 MFES MODEL 3416.
WIRELESS COMMUNICATION SYSTEMS
UNINTERRUPTIBLE POWER SUPPLY
GENERAL NOTES
NOT USED
NOT USED
ALL CCTV CAMERAS SHALL BE BOSCH - AUTODOME VG5-ITS-1080P-30X5 W/ 24V POWER SUPPLY.
T-7
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
DETECTION:
PEDESTRIAN DETECTION IS TO BE WIRED APS.
PLACEMENT AND INSTALLATION.
ALL AERIAL DETECTION FIELD IMPLEMENTATION MUST BE CONFIRMED BY DETECTION MANUFACTURER FOR DESIGN
FDOT DISTRICT 5 SMART SIGNAL STANDARD MSP 660.
ALL NEW VEHICLE DETECTION SHALL BE EITHER VIDEO OR MICROWAVE RADAR DETECTION IN COMPLIANCE WITH
PUSH BUTTONS SHALL BE ELECTRONIC WITH AUDIBLE / VISUAL ACKNOWLEDGEMENT SHALL BE APS.
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
COST. TEMPORARY DETECTION WILL BE REQUIRED WHENEVER REPAIRS CANNOT BE MADE IN A TIMELY FASHION.
ANY EXISTING LOOPS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL c:\pw_working\drmp01\dms11651\plansg01.dgnPlotted By: JLe 2/18/2026 11:10:09 AM Default
DATE DESCRIPTION
ORLANDO, FLORIDA 32839-9205
4200 SOUTH JOHN YOUNG PARKWAY
ENGINEERING DIVISION
ORANGE COUNTY PUBLIC WORKS
941 LAKE BALDWIN LANE
ORLANDO, FLORIDA 32814
WILLIAM E. MOSS, P.E.
P.E. LICENSE NUMBER 74611
DRMP, INC.
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WAT
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M H380 381 382 383 384
P8
P2 P2
P4
P4 P6
P6
4 4
8 8 P8
S D S
D
N
10 40
Feet
REAMS ROAD
649-21-10
OFFSET 61.51' LT
STA. 381+63.84
POLE LOCATION=
EL 105.00' 1
1 EA
OFFSET 62.58' LT
STA. 382+75.08
EL 105.58' 2
1 EA
OFFSET 42.76' RT
1 EA
OFFSET 51.62' RT
STA. 381+67.70
EL 105.25' 4
1 EA
SIGNALIZATION PLAN
649-21-6
649-21-6
649-21-3 T
O R
C E
L L
O
I S
I V
E
O A
S I S
C
O V
E
B
O U
L E
V A
R D
R/W LINE
R/W LINE
R/W LINE
SIDE A
SIGN B SIDE B
1 EA
1 EA
646-1-11
665-1-11
OFFSET 56.06' LT.
STA. 381+75.93
PED POLE B
1 EA
1 EA
646-1-11
665-1-11
OFFSET 56.13' LT.
STA. 382+70.32
PED POLE C
1 EA
1 EA
646-1-11
665-1-11
OFFSET 41.11' LT.
STA. 382+94.99
PED POLE D
1 EA
1 EA
646-1-11
665-1-11
OFFSET 40.08' RT.
STA. 382+94.69
PED POLE E
1 EA
1 EA
646-1-11
665-1-11
OFFSET 45.17' RT.
STA. 382+66.21
PED POLE F
1 EA
1 EA
646-1-11
665-1-11
OFFSET 48.57' RT.
STA. 381+70.32
PED POLE G
1 EA
1 EA
646-1-11
665-1-11
OFFSET 39.91' RT.
STA. 381+48.70
PED POLE H
1 EA
1 EA
646-1-11
665-1-11
SIDE A
SIGN B SIDE B
ASIGN
ASIGN
SIGNAL LOW
SIGNAL HIGH2 RUNS
630-2-11 20 LF
630-2-12 105 LF
SIGNAL LOW
SIGNAL HIGH2 RUNS
630-2-11 10 LF
630-2-11
SIGN LIGHTING
SIGNAL LOW
SIGNAL HIGH3 RUNS
5 LF
SIGNAL LOW
SIGNAL HIGH2 RUNS
630-2-11 20 LF
SPARE
SIGN LIGHTING,
SIGNAL LOW,
SIGNAL HIGH,4 RUNS
110 LF 630-2-12
1 EA 660-4-12
CAMERA (V-4)
1 EA 660-4-12
CAMERA (V-3)
1 EA 660-4-12
CAMERA (V-2)
1 EA 660-4-12
CAMERA (V-1)
¡ CONST. REAMS ROAD
DETECTOR
PRE-EMPTION
663-1-112 1 EA
DETECTOR
PRE-EMPTION
663-1-112 1 EA
DETECTOR
PRE-EMPTION
663-1-112 1 EA
630-2-11 15 LF
135 LF 630-2-12
SIGNAL LOW
SIGNAL HIGH2 RUNS
20 LF 630-2-11
563-4
632-7-1 1 PI
660-4-11
663-1-111
1 EA
1 EA
670-5-111
684-1-1
1 AS
1 EA
96 SF
SPARE
INTERCONNECT
SIGN LIGHTING,
SIGNAL LOW,
SIGNAL HIGH,5 RUNS
SIGNAL LOW
SIGNAL HIGH2 RUNS
15 LF 630-2-11
SIGNAL LOW
SIGNAL HIGH2 RUNS
20 LF 630-2-11
630-2-11 10 LF
SIGN LIGHTING
SIGNAL LOW
SIGNAL HIGH3 RUNS
630-2-11
SIGN LIGHTING
SIGNAL LOW
SIGNAL HIGH3 RUNS
SIGNAL LOW
SIGNAL HIGH2 RUNS
10 LF 630-2-11
SIGNAL LOW
SIGNAL HIGH2 RUNS
25 LF 630-2-11
5 LF
OFFSET 37.36' LT.
STA. 381+43.55
PED POLE A
STA. 382+82.88
EL 106.17' 3
6' X 150'
VDZ 6A
6' X 40'
VDZ 1
6' X 40'
VDZ 5
6' X 150'
VDZ 2B
X
V D
Z
X
V D
Z
L
105.79'
ELEV.
105.18'
ELEV.
105.19'
ELEV.
104.96'
ELEV.
DETECTOR
PRE-EMPTION
663-1-112 1 EA
R10-11
R/W LINE
635-2-11 16 EA
(TYP)
630-2-11
639-2-1
639-1-122 1 AS
630-2-12 65 LF
639-2-1 105 LF
POWER1 RUN
639-2-1 65 LF
630-2-11 10 LF
639-3-11
641-2-12
1 AS
1 EA
10 LF
10 LF
SERVICE
POINT OF ELECTICAL
641-2-12 1 EA
639-2-1 10 LF
R/W LINER/W LINE
R/W LINE
PROPOSED
TCE
6' X 150'
VDZ 6B
6' X 150'
VDZ 2A
X
V D
Z
X
V D
Z
L
SPARE
SIGN LIGHTING
SIGNAL LOW
SIGNAL HIGH4 RUNS
T-8
POWER1 RUNS
POWER, SPARE
SIGN LIGHTING,
2 SIGNAL LOW,
2 SIGNAL HIGH,7 RUNS
5 LF 630-2-11
SIGN LIGHTING, 2 SPARE, INTERCONNECT
2 SIGNAL HIGH, 2 SIGNAL LOW, 8 RUNS
c:\pw_working\drmp01\dms11651\plansg01.dgnPlotted By: JLe 2/18/2026 11:10:09 AM Default
DATE DESCRIPTION
ORLANDO, FLORIDA 32839-9205
4200 SOUTH JOHN YOUNG PARKWAY
ENGINEERING DIVISION
ORANGE COUNTY PUBLIC WORKS
941 LAKE BALDWIN LANE
ORLANDO, FLORIDA 32814
WILLIAM E. MOSS, P.E.
P.E. LICENSE NUMBER 74611
DRMP, INC.
T
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
C
3-SECT., 1-WAY
8 AS
R
Y
G
650-1-14
SIGNAL HEAD DETAILS
4 EA
FTP-68B-06
2 EA
FTP-68B-06
Vehicles
Watch For
START CROSSING
If Started
Finish Crossing
DON'T START
To Finish Crossing
TIME REMAINING
DON'T CROSS
STEADY
TIMER
FLASHING
Reams Road
TO CROSS
PUSH BUTTON
DOUBLE SIDED
700-5-21 2 EA
SIGN A
SEE SHEET T-29 FOR DETAILS
SIGN DETAILS
2 EA
FTP-68B-06
Vehicles
Watch For
START CROSSING
If Started
Finish Crossing
DON'T START
To Finish Crossing
TIME REMAINING
DON'T CROSS
STEADY
TIMER
FLASHING
Torcello Isle Drive
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
Oasis Cove Boulevard
TO CROSS
PUSH BUTTON
PHASE 1
PHASE 2
PHASE 2
or
P6
P2
8P8
4 P4
PHASE 4
PHASE 3
S.O.P. 7
DOUBLE SIDED
700-5-21 2 EA
SIGN B
SEE SHEET T-29 FOR DETAILS
SIDE A
SIDE B
SIGNALIZATION PLAN
T-9
P8
P6
P4
P2
PEDESTRIAN SIGNAL HEAD DETAILS
PED. SIGNAL
COUNT-DOWN
1-SECT., 1-WAY
8 AS
653-1-11
TURN
NO
ON RED
R10-11
700-3-201 1 EA
24" X 30"
4-SECT., 1-WAY
2 AS
R
FY
G
SY
650-1-16
HEADS.
PROTECTED / PERMISSIVE, AND PERMISSIVE OPERATIONS FOR LEFT TURN SIGNAL
CONTROLLER CABINET ASSEMBLY AND SIGNAL TO BE WIRED TO PROVIDE PROTECTED,
BOULEVARD AND TORCELLO ISLE DRIVE.
THE SPEED LIMIT IS 35 MPH FOR REAMS ROAD AND 25 MPH ON OASIS COVE
MOVEMENTS 1,4, 5 AND 8 MOVEMENTS.
FLASHING OPERATIONS TO BE YELLOW FOR MOVEMENTS 2 AND 6 AND RED FOR
MOVEMENT 4 AND 8.
MINOR STREETS ARE OASIS COVE BOULEVARD AND TORCELLO ISLE DRIVE NEMA
THE MAJOR STREET IS REAMS ROAD NEMA MOVEMENTS 1, 2, 5, 6 AND 6R. THE
PROJECT ENGINEER.
TIMING ARE INTIAL AND MAY REQUIRE FIELD ADJUSTING AS DIRECTED BY THE
CONTROLLER OPERATIONS AND NOTES:
SIGNAL DETAILS FOR REAMS ROAD AT TORCELLO ISLE DRIVE AND OASIS COVE BOULEVARD
1.
NOTE:
ALL RED
YELLOW CLEARANCE
MAXIMUM GREEN 2
RECALL
PED. CLEARANCE
PEDESTRIAN WALK
MAXIMUM GREEN 1
MOVEMENT NUMBER
TIMING FUNCTION
CONTROLLER TIMINGS
T I
M I N
G
F
U N
C T I O
N EXTENSION
MINIMUM GREEN
4.0
2.3
2.4
3.6
3.2
3.8
3.2
6 7
2.1
MIN
60 15
2.0
MIN
25 30 29
THE FLASHING YELLOW WILL BE OMITTED IN PHASE 3.
WHEN THE PEDESTRIAN MOVEMENTS P2 AND P6 ARE ACTIVETED
MOVEMENT 1 AND 5 IS PERMISSIVE FLASING YELLOW IN PHASE 3.
(SEC)
TIME
DELAY
ZONE
DETECTION
VDZ-5
VDZ-4
VDZ-2A
VIDEO DETECTOR CHART
V-1
V-2
V-3
CAMERA
DETECTOR
VIDEO
VDZ-1
V-4
VDZ-6A
VDZ-8
VDZ-8L
VDZ-2B
VDZ-6B
VDZ-4L
ADJUSTING AS DIRECTED BY PROJECT ENGINEER.
DELAY TIME IS INITIAL AND MAY REQUIRE FIELD
c:\pw_working\drmp01\dms11651\plansg02.dgnPlotted By: JLe 2/18/2026 11:12:11 AM Default
DATE DESCRIPTION
ORLANDO, FLORIDA 32839-9205
4200 SOUTH JOHN YOUNG PARKWAY
ENGINEERING DIVISION
ORANGE COUNTY PUBLIC WORKS
941 LAKE BALDWIN LANE
ORLANDO, FLORIDA 32814
WILLIAM E. MOSS, P.E.
P.E. LICENSE NUMBER 74611
DRMP, INC.
T
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
C
N P
W
S A N
WA
TE
R
436 437 438 439 440 441
7 7 4 4
6R
6R
3 8 8
V
V
P2
P2
P4
P4
P6
P6
P8
P8
C
4R
S D
S D
S D
N
10 40
Feet
EXISTING R/W LINE
EXISTING R/W LINE
PROPOSED R/W LINE PROPOSED R/W LINE
PROPOSED R/W LINE
¡ CONST. REAMS ROAD REAMS ROAD
649-21-10 1 EA
OFFSET 66.27 LT
649-21-15 1 EA
OFFSET 67.35' LT
649-21-10 1 EA
OFFSET 51.46' RT
649-21-15 1 EA
OFFSET 69.46' RT
646-1-60 1 EA
646-1-11
665-1-11
1 EA
1 EA
646-1-11
665-1-11
1 EA
1 EA
646-1-11
665-1-11
1 EA
1 EA
646-1-11
665-1-11
1 EA
1 EA
646-1-11
665-1-11 1 EA
1 EA
646-1-11
665-1-11
1 EA
1 EA
646-1-11
665-1-11
1 EA
1 EA
SIGNAL LOW
SIGNAL HIGH2 RUNS
630-2-11 10 LF
OFFSET 48.75' LT.
STA. 437+56.32
PED POLE I
OFFSET 63.23 LT.
STA. 437+82.50
PED POLE J
OFFSET 62.81' LT.
STA. 438+84.25
PED POLE K
SIGNAL LOW
SIGNAL HIGH2 RUNS
630-2-11 15 LF
OFFSET 52.61' LT.
STA. 439+01.95
PED POLE L
OFFSET 47.59' RT.
STA. 438+98.89
PED POLE M
OFFSET 64.79' RT.
STA. 438+86.22
PED POLE N
646-1-11
665-1-11
1 EA
1 EA
OFFSET 65.07' RT.
STA. 437+61.90
PED POLE O
OFFSET 56.60' RT.
STA. 437+47.98
PED POLE P
646-1-60 1 EA
630-2-11
660-4-12
SIGNAL LOW
SIGNAL HIGH2 RUNS
630-2-11 10 LF
SIGNAL LOW
SIGNAL HIGH2 RUNS
630-2-11 20 LF
1 EA
663-1-112 1 EA
660-4-12 1 EA
CAMERA (V-6)
CAMERA (V-5)
DETECTOR
PRE-EMPTION
6' X 150'
VDZ 6A
6' X 150'
VDZ 2B
6' X 40'
VDZ 1
630-2-11 10 LF 630-2-11 10 LF
1 EA 641-2-80
660-4-12 1 EA
CAMERA (V-7)
DETECTOR
PRE-EMPTION
663-1-112 1 EA
SIGNAL LOW
SIGNAL HIGH2 RUNS
630-2-11
630-2-11 10 LF
SIGNAL LOW
SIGNAL HIGH2 RUNS
630-2-12 15 LF
T.C.E
T.C.E
T.C.E
X
V D
Z
X
V D
Z
X
V D
Z
D E
L A
Y
X
V D
Z
R
DETECTOR
PRE-EMPTION
663-1-112 1 EA
660-4-12 1 EA
CAMERA (V-8)
660-4-12 1 EA
CAMERA (V-9)
660-4-12 1 EA
SIGNAL LOW
SIGNAL HIGH2 RUNS
630-2-12 15 LF
SIGNAL LOW
SIGNAL HIGH2 RUNS
630-2-12 20 LF
1 EA 641-2-80
DETECTOR
PRE-EMPTION
663-1-112 1 EA
630-2-12 120 LF
563-4
632-7-1 1 PI
660-4-11
663-1-111 1 EA
1 EA
670-5-111
684-1-1
1 AS
1 EA
96 SF
630-2-12 120 LF
EXISTING R/W LINE
PROPOSED R/W LINE
EXISTING R/W LINE
630-2-11 15 LF
POWER1 RUN
630-2-11 75 LF
POWER1 RUN
630-2-11 20 LF
639-3-11
641-2-12
1 AS
1 EA
ELECTICAL SERVICE
POINT OF
639-2-1 15 LF
639-2-1 75 LF
639-1-620 1 AS
1 EA
SIGN A
SIGN A
SIGN C
SIGN D
R3-4
R3-4
635-2-11 15 EA
(TYP)
646-1-60 1 EA
646-1-60 1 EA
646-1-60 1 EA
670-5-600 1 AS
641-2-60
646-1-60 1 EA
646-1-60 1 EA
5 LF
630-2-12 120 LF
1 SPARE
SIGN LIGHTING
SIGNAL LOW
SIGNAL HIGH4 RUNS
SIGN LIGHTING
SIGNAL LOW
SIGNAL HIGH3 RUNS
SIGN LIGHTING
SIGNAL LOW
SIGNAL HIGH3 RUNS
5 LF
2 SPARES
INTERCONNECT
SIGN LIGHTING
SIGNAL LOW
SIGNAL HIGH6 RUNS
ELEV. 102.21'
STA. 437+68.25
EL 102.13' 5
101.71'
ELEV.
STA. 438+93.98
EL 102.15' 6
ELEV. 101.79'
STA. 439+16.33
EL 99.88' 7
ELEV. 100.77'
STA. 437+52.32
EL 101.50' 8
SIGN LIGHTING
SIGNAL LOW
SIGNAL HIGH3 RUNS
SIGN LIGHTING
SIGNAL LOW
SIGNAL HIGH3 RUNS
T-10
682-1-133 1 EA
CCTV
CAMERA (V-10)
639-1-122
641-2-12
1 AS
1 EA
630-2-11 10 LF
639-2-1 40 LF
630-2-14 20 LF
6' X 40'
VDZ 6RA
6' X 40'
VDZ 6RB
6' X 150'
VDZ 6B
6' X 40'
VDZ 5B
6' X 40'
VDZ 5A
6' X 150'
VDZ 2A
X
V D
Z
A
X
V D
Z
B
FLORIDIAN PLACE
¡ CONST.
SPARE
INTERCONNECT
SIGN LIGHTING
2 SIGNAL LOW
2 SIGNAL HIGH7 RUNS
SIGN LIGHTING, 2 SPARE, INTERCONNECT
2 SIGNAL HIGH, 2 SIGNAL LOW, 8 RUNS
5 LF 630-2-11
F L
O R I D I
R10-15R c:\pw_working\drmp01\dms11651\plansg02.dgnPlotted By: JLe 2/18/2026 11:12:11 AM Default
DATE DESCRIPTION
ORLANDO, FLORIDA 32839-9205
4200 SOUTH JOHN YOUNG PARKWAY
ENGINEERING DIVISION
ORANGE COUNTY PUBLIC WORKS
941 LAKE BALDWIN LANE
ORLANDO, FLORIDA 32814
WILLIAM E. MOSS, P.E.
P.E. LICENSE NUMBER 74611
DRMP, INC.
T
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
C
S.O.P. 10 MODIFIED
6R
P8
P6
P4
P2
SIGNAL HEAD DETAILS
PEDESTRIAN SIGNAL HEAD DETAILS
SIGN DETAILS
DOUBLE SIDED
700-5-21 2 EA
SIGN A
SEE SHEET T-29 FOR DETAILS
DOUBLE SIDED
700-5-21 1 EA
SIGN C
SEE SHEET T-29 FOR DETAILS
DOUBLE SIDED
700-5-21 1 EA
SIGN D
SEE SHEET T-30 FOR DETAILS
Vehicles
Watch For
START CROSSING
If Started
Finish Crossing
DON'T START
To Finish Crossing
TIME REMAINING
DON'T CROSS
STEADY
TIMER
FLASHING
Reams Road
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
Buena Place
TO CROSS
PUSH BUTTON
4 EA
FTP-68B-06
2 EA
FTP-68B-06
2 EA
FTP-68B-06
2 EA
36" x 36"
R3-4
3-SECT., 1-WAY
7 AS
R
Y
G
650-1-14
3-SECT., 1-WAY
2 AS
R
Y
G
650-1-14
3-SECT., 1-WAY
6 AS
R
Y
G
650-1-14
PHASE 4PHASE 1
PHASE 2
PHASE 2
or or
PHASE 5
PHASE 5
6R
6R
P6
P2
7 4
8P8
4 P4
1 EA 700-3-201
PED. SIGNAL
COUNT-DOWN
1-SECT., 1-WAY
8 AS
653-1-11
6R
4 4R
5-SECT., 1-WAY
1 AS
GG
Y
R
Y
650-1-19
4R 6R
4R
SEE NOTE 1
PHASE 3 SEE NOTE 1
PHASE 6
1.
NOTE:
T-11
(SEC)
TIME
DELAY
ADJUSTING AS DIRECTED BY PROJECT ENGINEER.
DELAY TIME IS INITIAL AND MAY REQUIRE FIELD
ZONE
DETECTION
VDZ-5A
VDZ-4
VDZ-4R
V-5
V-6
V-7
CAMERA
DETECTOR
VIDEO
VDZ-7A
V-8
V-10
VDZ-8
VDZ-3
V-9
VDZ-5B
VDZ-2B
VDZ-7B
VDZ-6B
VDZ-6RB
VDZ-6RA
4R
ALL RED
YELLOW CLEARANCE
MAXIMUM GREEN 2
RECALL
PED. CLEARANCE
PEDESTRIAN WALK
MAXIMUM GREEN 1
MOVEMENT NUMBER
TIMING FUNCTION
CONTROLLER TIMINGS
T I
M I N
G
F
U N
C T I O
N EXTENSION
MINIMUM GREEN
2.9
3.1
3.7
3.2
3.8
3.4
2.9
3.7
2.7
4.0
MIN
2.6
MIN
25 30 29
3.4
3.3
THE SPEED LIMIT IS 35 MPH FOR REAMS ROAD AND 40 MPH ON FLORIDIAN PLACE.
FLASHING OPERATIONS TO BE RED FOR ALL MOVEMENTS.
MINOR STREET IS FLORIDIAN WAY NEMA MOVEMENT 3, 4, 7 AND 8.
THE MAJOR STREET IS REAMS ROAD NEMA MOVEMENTS 1, 2, 5, 6 AND 6R. THE
PROJECT ENGINEER.
TIMING ARE INTIAL AND MAY REQUIRE FIELD ADJUSTING AS DIRECTED BY THE
CONTROLLER OPERATIONS AND NOTES:
SIGNAL DETAILS FOR REAMS ROAD AT FLORIDIAN WAY
Vehicles
Watch For
START CROSSING
If Started
Finish Crossing
DON'T START
To Finish Crossing
TIME REMAINING
DON'T CROSS
STEADY
TIMER
FLASHING
Floridian Way
TO CROSS
PUSH BUTTON
VEHICLES
TO
YIELD
TURNING
1 EA 700-11-391
BLANK OUT SIGN
1 EA
42" x 42"
R10-15R
BLANK OUT SIGN IS TO BE ACTIVATED.
ACTIVATED THE 4R MOVEMENT WILL BE OMITTED FROM THE PHASE 6 AND THE R10-15R
WILL BE OMITTED UNTIL IT IS ACTIVATED. WHEN THE PEDESTRIAN MOVEMENT P4 IS
WILL BE OMITTED FROM THE PHASE 3. IN PHASE 6 THE PEDESTRIAN MOVEMENT P4
ACTIVATED. WHEN THE PEDESTRIAN MOVEMENT P6 IS ACTIVATED THE 6R MOVEMENT
IN PHASE 3 THE PEDESTRIAN MOVEMENT P6 WILL BE OMITTED UNTIL IT IS
c:\pw_working\drmp01\dms11651\plansg03.dgnPlotted By: JLe 2/18/2026 11:14:00 AM Default
DATE DESCRIPTION
ORLANDO, FLORIDA 32839-9205
4200 SOUTH JOHN YOUNG PARKWAY
ENGINEERING DIVISION
ORANGE COUNTY PUBLIC WORKS
941 LAKE BALDWIN LANE
ORLANDO, FLORIDA 32814
WILLIAM E. MOSS, P.E.
P.E. LICENSE NUMBER 74611
DRMP, INC.
T
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
C
U
U
U
U
NP
W
447P C
S
T A
.2
PT STA. 13+81.98
4 4 7
8 8
V
V
P4
P4
P6
P6
P8
P8
P2 P2
S
S D
10 40
Feet
N
646-1-11
665-1-11
1 EA
1 EA
OFFSET 39.86' LT.
STA. 447+43.47
PED POLE Q
646-1-11
665-1-11
1 EA
1 EA
OFFSET 53.64' LT.
STA. 447+66.56
PED POLE R
646-1-11
665-1-11
1 EA
1 EA
OFFSET 51.57' LT.
STA. 448+29.40
PED POLE S
646-1-11
665-1-11
1 EA
1 EA
OFFSET 39.38' LT.
STA. 448+68.17
PED POLE T
646-1-11
665-1-11
1 EA
1 EA
OFFSET 47.29' RT.
STA. 448+81.11
PED POLE U
646-1-11
665-1-11
1 EA
1 EA
OFFSET 57.55' RT.
STA. 448+69.10
PED POLE V
646-1-11
665-1-11
1 EA
1 EA
OFFSET 58.84' RT.
STA. 448+04.29
PED POLE W
646-1-11
665-1-11
1 EA
1 EA
OFFSET 50.92' RT.
STA. 447+72.36
PED POLE X
SIGN A
SIGN A
1 EA
OFFSET 53.90' LT.
649-21-10 1 EA
OFFSET 61.61' LT.
1 EA
OFFSET 48.09' RT.
DETECTOR
PRE-EMPTION
663-1-112 1 EA
DETECTOR
PRE-EMPTION
663-1-112 1 EA
DETECTOR
PRE-EMPTION
663-1-112 1 EA
DETECTOR
PRE-EMPTION
663-1-112 1 EA
EXISTING R/W LINE
PROPOSED R/W LINE
EXISTING R/W LINE
PROPOSED R/W LINE
EXISTING R/W LINE
PROPOSED R/W LINE
6' X 150'
VDZ 6B
6' X 1
50'VDZ 2
A
6' X 40'
VDZ 5
¡ CONST. REAMS ROAD
SIGNAL LOW
SIGNAL HIGH2 RUNS
630-2-11 35 LF
6' X 40'
VDZ 1
630-2-11
630-2-11 10 LF
563-4
632-7-1 1 PI
660-4-11
663-1-111
1 EA
1 EA
670-5-111
684-1-1
1 AS
1 EA
96 SF
SIGNAL LOW
SIGNAL HIGH2 RUNS
630-2-11
SIGNAL LOW
SIGNAL HIGH2 RUNS
630-2-11
630-2-12 85 LF
5 LF
5 LF
CENTER DRIVE
¡ CONST.
660-4-12 1 EA
660-4-12 1 EA
660-4-12 1 EA
660-4-12 1 EA
SIGNAL LOW
SIGNAL HIGH2 RUNS
630-2-11 20 LF
SIGNAL LOW
SIGNAL HIGH2 RUNS
630-2-12 110 LF
630-2-11 15 LF
SIGNAL LOW
SIGNAL HIGH2 RUNS
630-2-11 20 LF
630-2-12 110 LF
SIGNAL LOW
SIGNAL HIGH2 RUNS
630-2-11 20 LF
SIGNAL LOW
SIGNAL HIGH2 RUNS
630-2-11 10 LF
630-2-11 25 LF
X
V D
Z
X
V D
Z
X
V D
Z
CAMERA (V-14)
635-2-11 17 EA
(TYP)
T-12
639-3-11
641-2-12 1 EA
1 AS
649-21-6
REAMS ROAD
C E
N T
E R
D
R I V
E
2 SPARES
INTERCONNECT
SIGN LIGHTING
SIGNAL LOW
SIGNAL HIGH6 RUNS
SIGN LIGHTING
SIGNAL LOW
SIGNAL HIGH3 RUNS
5 LF
STA. 447+49.08
EL 102.12' 9
ELEV. 101.45'
STA. 448+55.92
EL 101.78'10
STA. 449+06.53
EL 102.50'11
ELEV. 101.99'
ELEV. 101.63'
SIGN LIGHTING
SIGNAL LOW
SIGNAL HIGH3 RUNS
ELEV. 101.60'
1 EA
OFFSET 65.82' RT.
649-21-1
STA. 448+07.49
EL 102.50'12
649-21-6
CAMERA (V-12)
CAMERA (V-11)
CAMERA (V-13)
639-2-1 110 LF
630-2-11 130 LF
639-2-1 130 LF
639-1-122
641-2-12 1 EA
1 AS
ELECTICAL SERVICE
POINT OF
630-2-11 10 LF
639-2-1 40 LF
630-2-14 20 LF
639-2-1
630-2-11 10 LF
10 LF
6' X 150'
VDZ 6A
6' X 40'
VDZ 6RDELAY
6' X 1
50'VDZ 2
B
SPARE
SIGN LIGHTING
SIGNAL LOW
SIGNAL HIGH4 RUNS
SEE NOTE 1
1.
NOTES:
TO EXTEND 15' BEYOND THE STOP BAR.
DETECTION ZONE 6R FOR THE RIGHT TURN LANE
630-2-12 125 LF
SPARE
SIGN LIGHTING
SIGNAL LOW
SIGNAL HIGH4 RUNS
SPARE
SIGN LIGHTING
SIGNAL LOW
SIGNAL HIGH4 RUNS
SPARE
POWER
SIGN LIGHTING
2 SIGNAL LOW
2 SIGNAL HIGH7 RUNS
5 LF 630-2-11
2 SPARE, INTERCONNECT
SIGN LIGHTING,
2 SIGNAL HIGH, 2 SIGNAL LOW, 8 RUNS
POWER1 RUN
c:\pw_working\drmp01\dms11651\plansg03.dgnPlotted By: JLe 2/18/2026 11:14:01 AM Default
DATE DESCRIPTION
ORLANDO, FLORIDA 32839-9205
4200 SOUTH JOHN YOUNG PARKWAY
ENGINEERING DIVISION
ORANGE COUNTY PUBLIC WORKS
941 LAKE BALDWIN LANE
ORLANDO, FLORIDA 32814
WILLIAM E. MOSS, P.E.
P.E. LICENSE NUMBER 74611
DRMP, INC.
T
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
C
PHASE 4
PHASE 3
PHASE 2
PHASE 2
or
PHASE 5
S.O.P. 9 MODIFIED
P2
P6
4 P4
8P8
PHASE 1
4 EA
FTP-68B-06
4 EA
FTP-68B-06
Vehicles
Watch For
START CROSSING
If Started
Finish Crossing
DON'T START
To Finish Crossing
TIME REMAINING
DON'T CROSS
STEADY
TIMER
FLASHING
Reams Road
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
Center Drive
TO CROSS
PUSH BUTTON
PEDESTRIAN SIGNAL HEAD DETAILS
P2
P6
P8
SIGN DETAILS
DOUBLE SIDED
700-5-21 2 EA
SIGN A
SEE SHEET T-29 FOR DETAILS
SIGNAL DETAILS FOR REAMS ROAD AT CENTER DRIVE
3-SECT., 1-WAY
9 AS
R
Y
G
650-1-14
4-SECT., 1-WAY
3 AS
R
FY
G
SY
650-1-16
PED. SIGNAL
COUNT-DOWN
1-SECT., 1-WAY
8 AS
653-1-11
P4
SIGNAL HEAD DETAILS
T-13
1.
NOTE:
ALL RED
YELLOW CLEARANCE
MAXIMUM GREEN 2
RECALL
PED. CLEARANCE
PEDESTRIAN WALK
MAXIMUM GREEN 1
MOVEMENT NUMBER
TIMING FUNCTION
CONTROLLER TIMINGS
T I
M I N
G
F
U N
C T I O
N EXTENSION
MINIMUM GREEN
2.4
3.5
3.1
3.6
4.1
2.2
4.0
MIN
50 15
3.2
22 16 26
HEADS.
PROTECTED / PERMISSIVE, AND PERMISSIVE OPERATIONS FOR LEFT TURN SIGNAL
CONTROLLER CABINET ASSEMBLY AND SIGNAL TO BE WIRED TO PROVIDE PROTECTED,
THE SPEED LIMIT IS 35 MPH FOR REAMS ROAD AND 25 MPH ON CENTER DRIVE.
MOVEMENTS 1, 4, 5, 7 AND 8.
FLASHING OPERATIONS TO BE YELLOW FOR MOVEMENTS 2 AND 6 AND RED FOR
STREET IS CENTER DRIVE NEMA MOVEMENT 4, 7 AND 8.
THE MAJOR STREET IS REAMS ROAD NEMA MOVEMENTS 1, 2, 5 AND 6. THE MINOR
PROJECT ENGINEER.
TIMING ARE INTIAL AND MAY REQUIRE FIELD ADJUSTING AS DIRECTED BY THE
CONTROLLER OPERATIONS AND NOTES:
MOVEMENTS P8 IS ACTIVATED THE FLASHING YELLOW WILL BE OMITTED.
MOVEMENT 7 IS PERMISSIVE FLASHING YELLOW IN PHASE 5. WHEN PEDESTRIAN
MOVEMENTS P2 AND P6 ARE ACTIVATED THE FLASHING YELLOW WILL BE OMITTED.
MOVEMENT 1 AND 5 IS PERMISSIVE FLASING YELLOW IN PHASE 3. WHEN PEDESTRIAN
(SEC)
ZONE
DETECTION
VDZ-5
V-11
V-12
V-13
CAMERA
DETECTOR
VIDEO
VDZ-7
VDZ-1
VDZ-8
VDZ-6A
V-14
VDZ-6R
VDZ-6B
VDZ-2B
c:\pw_working\drmp01\dms11651\PLANSG06.dgnPlotted By: JLe 2/18/2026 11:15:58 AM Default
DATE DESCRIPTION
ORLANDO, FLORIDA 32839-9205
4200 SOUTH JOHN YOUNG PARKWAY
ENGINEERING DIVISION
ORANGE COUNTY PUBLIC WORKS
941 LAKE BALDWIN LANE
ORLANDO, FLORIDA 32814
WILLIAM E. MOSS, P.E.
P.E. LICENSE NUMBER 74611
DRMP, INC.
T
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
C
WATER
WATER
468 469 470 471 472
V
V
4 4
8 8
P6 P6
P8
P8
P2 P2
SD
SD
OFFSET 45.26' RT
1 EA 649-21-3
STA. 471+07.00
EL 104.36'18
OFFSET 46.26' RT
1 EA 649-21-6
STA. 470+76.63
EL 103.92'19
OFFSET 54.45' LT
1 EA 649-21-6
STA. 469+75.90
EL 102.60'16
OFFSET 60.88' LT.
1 EA 649-21-15
STA. 471+23.47
EL 103.10'17
N
10 40
Feet
1 EA
1 EA
646-1-11
665-1-11
563-4
632-7-1 1 PI
660-4-11
663-1-111
1 EA
1 EA
670-5-111
684-1-1
1 AS
1 EA
96 SF
1 EA
1 EA
646-1-11
665-1-11
1 EA
1 EA
646-1-11
665-1-11
1 EA
1 EA
646-1-11
665-1-11
1 EA
1 EA
646-1-11
665-1-11
SIGNAL LOW
SIGNAL HIGH2 RUNS
630-2-11 5 LF
SIGNAL LOW
SIGNAL HIGH2 RUNS
630-2-11 30 LF
630-2-11
10 LF 630-2-11
15 LF
630-2-11 10 LF
SIGN LIGHTING
SIGNAL LOW
SIGNAL HIGH3 RUNS
OFFSET 38.40' LT.
STA. 469+68.77
PED POLE AB
630-2-12 145 LF
SIGN LIGHTING
SIGNAL LOW
SIGNAL HIGH3 RUNS
R/W LINE
R/W LINE
R/W LINE
R/W LINE
R/W LINE
R/W LINE
639-1-122 1 AS
630-2-11 10 LF
SERVICE
POINT OF ELECTICAL
641-2-12 1 EA
639-2-140 LF
630-2-11
639-2-1
639-3-11
641-2-12
1 AS
1 EA
10 LF
10 LF
630-2-12 115 LF
630-2-12 90 LF
639-2-1 90 LF
SIGNAL LOW
SIGNAL HIGH2 RUNS
630-2-11 10 LF
630-2-11 15 LF
630-2-11 25 LF
POWER AND SPARE
SIGN LIGHTING
SIGNAL LOW
SIGNAL HIGH5 RUNS
639-2-1 25 LF
630-2-11 10 LF
SIGN LIGHTING
SIGNAL LOW
SIGNAL HIGH3 RUNS
SIGNAL LOW
SIGNAL HIGH2 RUNS
630-2-11 10 LF
ASIGN
ASIGN
SIDE B
SIDE A
SIGNAL LOW
SIGNAL HIGH2 RUNS
630-2-11 10 LF
630-2-11
POWER1 RUN
10 LF
10 LF
630-2-11 25 LF
1 EA
1 EA
646-1-11
665-1-11
OFFSET 51.99' LT.
STA. 469+96.75
PED POLE AC
OFFSET 51.76' LT.
STA. 471+20.86
PED POLE AD
OFFSET 43.16' RT.
STA. 470+60.17
PED POLE AE
OFFSET 43.16' RT.
STA. 470+06.56
PED POLE AF
OFFSET 38.98' RT.
STA. 469+69.19
PED POLE AG
6' X 150'
VDZ 6B
6' X 150'
VDZ 2A
X
V D
Z
X
V D
Z
L
X
V D
Z
1 EA 660-4-12
CAMERA (V-19)
1 EA 660-4-12
CAMERA (V-18)
1 EA 660-4-12
CAMERA (V-20)
1 EA 660-4-12
CAMERA (V-21)
6' X 40'
VDZ 1
6' X 40'
VDZ 5
¡ CONST. REAMS ROAD
SIDE A
SIGN G
SIDE B
SIGN G
6' X 150'
VDZ 2B
¡ CONST. SHIFT
6' X 150'
VDZ 6A
DETECTOR
PRE-EMPTION
663-1-112 1 EA
DETECTOR
PRE-EMPTION
663-1-112 1 EA
DETECTOR
PRE-EMPTION
663-1-112 1 EA
DETECTOR
PRE-EMPTION
663-1-112 1 EA
REAMS ROAD
B A
Y
C
O U
R T
N E
W M
A R
K
I V
E
630-2-14 20 LF
101.91'
ELEV.
102.33'
ELEV.
103.34'
ELEV.
102.70'
ELEV.
T-14
635-2-11 19 EA
(TYP)
639-2-1
SIGNAL LOW
SIGNAL HIGH2 RUNS
SPARE
INTERCONNECT
SIGN LIGHTING
SIGNAL LOW
SIGNAL HIGH5 RUNS
EXISITNG R/W LINE
EXISITNG R/W LINE
T.C.E
T.C.E
SIGNAL LOW
SIGNAL HIGH2 RUNS
POWER AND SPARE
SIGNAL LOW
SIGNAL HIGH4 RUNS
SIGN LIGHTING
SIGNAL LOW
SIGNAL HIGH3 RUNS
SPARE
INTERCONNECT
SIGN LIGHTING
2 SIGNAL LOW
2 SIGNAL HIGH7 RUNS
632-7-1 1 PI
INTERCONNECT
2 SPARE,
SIGN LIGHTING,
2 SIGNAL LOW,
2 SIGNAL HIGH, 8 RUNS
POWER 1 RUN
c:\pw_working\drmp01\dms11651\PLANSG06.dgnPlotted By: JLe 2/18/2026 11:15:59 AM Default
DATE DESCRIPTION
ORLANDO, FLORIDA 32839-9205
4200 SOUTH JOHN YOUNG PARKWAY
ENGINEERING DIVISION
ORANGE COUNTY PUBLIC WORKS
941 LAKE BALDWIN LANE
ORLANDO, FLORIDA 32814
WILLIAM E. MOSS, P.E.
P.E. LICENSE NUMBER 74611
DRMP, INC.
T
F I
C I
C O
E E
T
E C
T R
O N
G I
T A
L
G N
A L
D
L E
G
A
C
3-SECT., 1-WAY
10 AS
R
Y
G
650-1-14
PED. SIGNAL
COUNT-DOWN
1-SECT., 1-WAY
6 AS
653-1-11
P8
P6
P2
PEDESTRIAN SIGNAL HEAD DETAILS
2 EA
FTP-68B-06
SIGNAL HEAD DETAILS
P6
P2
8P8
PHASE 2
PHASE 1
2 EA
FTP-68B-06
Vehicles
Watch For
START CROSSING
If Started
Finish Crossing
DON'T START
To Finish Crossing
TIME REMAINING
DON'T CROSS
STEADY
TIMER
FLASHING
Reams Road
TO CROSS
PUSH BUTTON
2 EA
FTP-68B-06
Vehicles
Watch For
START CROSSING
If Started
Finish Crossing
DON'T START
To Finish Crossing
TIME REMAINING
DON'T CROSS
STEADY
TIMER
FLASHING
Bay Court
TO CROSS
PUSH BUTTON
S.O.P. 5 MODIFIED
Vehicles
Watch For
START CROSSING
If Started
Finish Crossing
DON'T START
To Finish Crossing
TIME REMAINING
DON'T CROSS
STEADY
TIMER
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