Addendum_4,_Signal_Plans,_Olive_Road_PHI,_2026-7-2.pdf
PDF 3 MB Posted
- Solicitation number
- PD 25-26.072
- Issued by
- Escambia County, Florida
About this file
This Addendum 4 document provides signal plans for the CDBG-DR Olive Road Street Improvement Project Phase I Construction (HS005), a comprehensive street and infrastructure reconstruction project administered by the Escambia County Board of County Commissioners in Pensacola, Florida. The project encompasses approximately 1.14 miles of Olive Road improvements from Carpenter Creek to N. Davis Highway, including roadway milling and resurfacing, curb and gutter installation, sidewalk and shared-use path construction, closed storm drainage system installation, waterline and sewer collection improvements, traffic signal upgrades at three intersections with video detection systems and NEMA Type 2 controllers, intersection lighting, fiber optic cabling infrastructure, signing and pavement marking, and landscaping. The traffic signal component requires installation of video detection systems and NEMA Type 2 controllers at three signalized intersections. Sealed bids were due July 13, 2026 at 10:00 a.m., with a pre-bid meeting held on June 16, 2026 at 2:00 p.m. via Microsoft Teams. The contract duration is 365 calendar days with 335 days to substantial completion and 30 days to final completion, with no weather allowance.
This federal HUD-funded project is subject to Davis-Bacon prevailing wage requirements and Section 3 employment and contracting goals requiring minimum 25 percent of total project hours by Section 3 workers and 5 percent by Targeted Section 3 workers. The successful bidder must maintain FDOT prequalification for Flexible Paving and Drainage Work Classes, hold an Escambia County Business License, and possess Work Zone Safety Traffic Supervisor Certifications. Traffic signal contractors must maintain IMSA Level II certification. Liquidated damages are assessed at $5,021 per calendar day. The contractor must furnish Performance and Payment bonds at 100 percent of contract value and maintain minimum insurance of $1 million general liability, $1 million business auto liability, and workers compensation at statutory limits. Asbestos cement pipe abandonment and disposal must be performed by a Florida-licensed Asbestos Abatement Contractor, with estimated disposal costs of $45.06 per ton for non-friable material and $235.47 per ton for friable material, plus $11.64 vehicle fee. Questions were due June 30, 2026 at 12:00 p.m. directed to Kent Jensen via OpenGov Software.
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A L A B A M A
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SANTA R
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GULF ISLANDS NATIONAL SEASHORE
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AQUATIC PRESERVE
FORT PICKENS
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OLIVE RD.
P A L A F
O X S
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N.T.S.
N.T.S.
OLIVE ROAD
STA. 252+06.95
END PROJECT
STREET IMPROVEMENT PROJECT
C O
D Y L
N
OLIVE ROAD
STA. 191+90.00
BEGIN PROJECT
STA. 191+40.00
BEGIN CONSTRUCTION
ESCAMBIA COUNTY, FLORIDA
PLANS PROPOSED FOR
CONSTRUCTION MANAGEMENT DIVISION
BOARD OF COUNTY COMMISSIONERS
ENGINEERING DEPARTMENT
SHEET NO. & DESCRIPTION
INDEX OF PLANS
PROJECT MANAGER:
PROJECT ENGINEER:
SECTION / TOWNSHIP / RANGE:
SIGNATURE:
DISTRICT:
REG FLA ENG NO:
3 & 418, 20, & 21 / 1S / 30W
DATE:
PHONE NUMBER
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850-595-3495
SHEET
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STREET IMPROVEMENT PROJECT
OLIVE ROAD
NOT ISSUED FOR CONSTRUCTION
GOVERNING STANDARD PLANS:
DISTRICT TWO
DISTRICT ONE
DISTRICT FIVE
DISTRICT FOUR
DISTRICT THREE
COMMISSIONERS
LUMON MAY
MIKE KOHLER
STEVEN BARRY
ASHLEE HOFBERGER, CHAIR
STEVE STROBERGER, VICE CHAIR
ENGINEER OF RECORD
SIGNALIZATION PLANS
MICHAEL SEGARS
RELATED DOCUMENTS OR THE ESCAMBIA COUNTY TECHNICAL SPECIFICATIONS.
SPECIFICATION REFERED HEREIN OR OTHERWISE LISTED IN THESE PLANS OR
COVENANTS, SHALL BE EXCLUDED AND NOT APPLICAPABLE TO ANY
CONSTRUCTION, FY 2026-27, DIVISION 1, GENERAL REQUIREMENTS AND
ANY REFERENCE TO FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
ESCAMBIA COUNTY TECHNICAL SPECIFICATIONS.
THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH THE FY 2026-27
AVAILABLE AT THE FOLLOWING WEBSITE: http://www.fdot.gov/design/standardplans STANDARD PLANS FOR ROAD CONSTRUCTION AND ASSOCIATED IRs ARE
ROAD AND BRIDGE CONSTRUCTION AND APPLICABLE INTERIM REVISIONS (IRs).
FLORIDA DEPARTMENT OF TRANSPORTATION, FY2026-27 STANDARD PLANS FOR
PHASE I
SOLICITATION ID: PD 20-21.052
(FROM E OF CARPENTER CREEK TO N DAVIS HIGHWAY)
KEY SHEETSL-1
TABULATION OF QUANTITIES
SIGNATURE SHEET
SL-3
SL-2 - SL-2A 4
SIGNALIZATION PLAN
SIGNALIZATION PLAN
SL-8
SL-6
ADDENDUM:
(REVISED 07/02/26)
SIGNALIZATION PLAN SHEETS SL-1, SL-2A, SL-3, SL-6, SL-8
PROJECT ID: PD 20-21.052
ADDED SHEET NUMBER SL-2A TO THE INDEX
UPDATED ENGINEER OF RECORD (ADDENDUM 4 CHANGES ONLY)
DESCRIPTIONDATE
KEY SHEET ADDENDUM
7/2/26
LAKE MARY, FL 32746
1025 GREENWOOD BLVD, SUITE 371
MOFFATT & NICHOL
JACOB C. PEREZ, P.E. NO. 94331 4
JULY 2026
CERTIFICATE OF AUTHORIZATION NO.: 4877
PENSACOLA, FL 32502
226 S. PALAFOX PLACE, FLOOR 6
MOFFATT & NICHOL
ADDENDUM 4
SIGNALIZATION PLANS
4 JACOB C. PEREZ, P.E. 94331
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SL-2A
FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.
THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE
SHEET DESCRIPTIONSHEET NO.
JACOB C. PEREZ, P.E. NO. 94331
LAKE MARY, FL 32746
1025 GREENWOOD BLVD, SUITE 371
MOFFATT & NICHOL
ON ANY ELECTRONIC COPIES.
SIGNATURE MUST BE VERIFIED
ON THE DATE ADJACENT TO THE SEAL
SIGNED AND SEALED BY
THIS ITEM HAS BEEN DIGITALLY
STATE OF
No 94331
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SL-8
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SIGNALIZATION PLAN
SIGNALIZATION PLAN
TABULATION OF QUANTITIES
SIGNATURE SHEET
KEY SHEET
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TABULATION OF SIGNALIZATION QUANTITIES
NO.
ITEM
PAY
DESCRIPTION UNIT TOTAL
GRAND
SL-5 SL-6 SL-7 SL-8
PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL
630-2-11 CONDUIT, F&I, OPEN TRENCH LF 165 215 380
630-2-12 CONDUIT, FURNISH & INSTALL, DIRECTIONAL BORE LF 285 230 515
632-7-1 SIGNAL CABLE - NEW OR RECONSTRUCTED INTERSECTION, FURNISH & INSTALL PI 1 1 2
632-7-6 SIGNAL CABLE, REMOVE- INTERSECTION PI 1 1 2
635-2-11 PULL & SPLICE BOX, F&I, 13" x 24" COVER SIZE EA 13 12 25
639-1-122 ELECTRICAL POWER SERVICE, F&I, UNDERGROUND, METER PURCHASED BY CONTRACTOR AS 1 1 2
639-2-1 ELECTRICAL SERVICE WIRE, FURNISH & INSTALL LF 30 30 60
641-2-12 PRESTRESSED CONCRETE POLE, F&I, TYPE P-II SERVICE POLE EA 1 1 2
641-2-80 PRESTRESSED CONCRETE POLE, COMPLETE POLE REMOVAL- POLE 30' AND GREATER EA 2 2 4
646-1-11 ALUMINUM SIGNALS POLE, PEDESTAL EA 4 4 8
646-1-60 ALUMINUM SIGNALS POLE, REMOVE EA 4 4
649-21-1 STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL, SINGLE ARM 30' EA 1 1
649-21-3 STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL, SINGLE ARM 40' EA 1 1
649-21-8 STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL, DOUBLE ARM 50'-40' EA 1 1
649-21-12 STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL, DOUBLE ARM 60'-40' EA 1 1
649-21-23 STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL, DOUBLE ARM 78'-40' EA 1 1
650-1-34 VEHICULAR TRAFFIC SIGNAL, FURNISH & INSTALL POLYCARBONATE, 3 SECTION, 1 WAY AS 7 8 15
650-1-36 VEHICULAR TRAFFIC SIGNAL, FURNISH & INSTALL POLYCARBONATE, 4 SECTION, 1 WAY AS 2 2 4
650-1-38 VEHICULAR TRAFFIC SIGNAL, FURNISH & INSTALL POLYCARBONATE, 5 SECTION STRAIGHT, 1 WAY AS 1 1
653-1-11 PEDESTRIAN SIGNAL, F&I LED COUNT, 1 WAY AS 2 2
653-1-12 PEDESTRIAN SIGNAL, F&I LED COUNT, 2 WAY AS 2 4 6
654-2-21
ASSY- SINGLE DIRECTION
MIDBLOCK CROSSWALK: RECTANGULAR RAPID FLASHING BEACON, FURNISH & INSTALL- SOLAR, COMPLETE SIGN
AS 2 2 4
654-2-22
ASSEMBLY- BACK TO BACK
MIDBLOCK CROSSWALK: RECTANGULAR RAPID FLASHING BEACON, FURNISH & INSTALL- SOLAR, COMPLETE SIGN
AS 1 1 2
660-4-11 VEHICLE DETECTION SYSTEM- VIDEO, FURNISH & INSTALL CABINET EQUIPMENT EA 1 1 2
660-4-12 VEHICLE DETECTION SYSTEM- VIDEO, FURNISH & INSTALL ABOVE GROUND EQUIPMENT EA 2 2 4
665-1-11 PEDESTRIAN DETECTOR, FURNISH & INSTALL, STANDARD EA 6 8 14
670-5-160 TRAFFIC CONTROLLER ASSEMBLY, F&I, NEMA W/STANDARD LOCK AS 1 1 2
670-5-600 TRAFFIC CONTROLLER ASSEMBLY, REMOVE CONTROLLER WITH CABINET AS 1 1 2
682-1-173 ITS CCTV CAMERA, NON-PRESSURIZED, IP, HIGH DEFINITION EA 1 1 2
684-6-3 WIRELESS COMMUNICATION SYSTEM DEVICE, INSTALL EA 1 1 2
685-1-14 UNINTERRUPTIBLE POWER SUPPLY, FURNISH AND INSTALL, ONLINE/DOUBLE CONVERSION WITH CABINET EA 1 1 2
700-3-201 SIGN PANEL, FURNISH & INSTALL OVERHEAD MOUNT, UP TO 12 SF EA 3 4 7
700-5-22 INTERNALLY ILLUMINATED SIGN, FURNISH & INSTALL, OVERHEAD MOUNT, 12-18 SF EA 4 4 8
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B C P
E R
E Z
TJB
TP
TP
TJB
WATER
WATER
T
TJB
WATER
EJB
D
TP
D
TJB
TJB
TJB
TJB
TP
TP
TP
TP
TJB
D
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TP
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TJB
TJB
TJB
EJB
TP
WATER
WATER
WATER
WATER
WATER
WATER
TEL
GAS
200 201 202 203 204 205
N
1"
C O
D Y
L
N C
O D
Y
L
N
¡ CONST. OLIVE RD.
EXIST. R/W LINE
EXIST. R/W LINE
635-2-11
630-2-11
1 EA
10 LF - 2 RUNS (1 HV, 1 LV)
630-2-12
630-2-12
630-2-12
630-2-11
1 EA
630-2-11
1 EA
10 LF - 2 RUNS (1 HV, 1 LV)
10 LF - 2 RUNS (1 HV, 1 LV)
30 LF - 2 RUNS (1 HV, 1 LV)
PROP. R/W LINE
630-2-11
STA. 202+75.15, 28.9' RT
PEDESTRIAN SIGNAL POLE
646-1-11
646-1-11
646-1-11
EXISTING TRAFFIC CABINET (REPLACE)
660-4-11
1 AS
684-6-3 1 EA
670-5-160
632-7-1 1 PI
1 EA
REMOVAL ITEMS
670-5-600 1 EA
4 EA646-1-60
660-4-12
665-1-11
685-1-14 1 EA
665-1-11
630-2-11
630-2-11
2 EA 665-1-11
665-1-11 1 EA
(1 HV, 1 LV, 1 VIDEO, 1 SPARE)
80 LF - 4 RUNS
30 LF - 3 RUNS (1 HV, 1 LV, 1 VIDEO)
STA. 203+02, 37.2' LT
PEDESTRIAN SIGNAL POLE
646-1-11
2 EA
STA. 202+08, 28.9' RT
PEDESTRIAN SIGNAL POLE
STA. 202+06.4, 39.4' LT
PEDESTRIAN SIGNAL POLE
(1 HV, 1 LV, 1 VIDEO, 1 SPARE)
80 LF - 4 RUNS
630-2-11
4 4
43.00' (RT)
STA. 202+09.00
POLE LOCATION=
EL. 109.713
64.00' (LT)
STA. 202+80.00
EL. 110.484
630-2-11
PROP. R/W LINE
1 EA
649-21-121 EA
EXISTING STRAIN POLE TO BE REMOVED
660-4-12
649-21-23 1 EA
641-2-801 EA
1 EA641-2-80
1 EA
F
C
A E
F
A
C
13 EA
10 LF - 2 RUNS (1 HV, 1 VIDEO)
1 PI632-7-6
EXISTING PED POLE TO BE REMOVED
EXISTING PED POLE TO BE REMOVED EXISTING PED POLE TO BE REMOVED
1 EA 682-1-173
15 LF - 4 RUNS (1 VIDEO, 1 CCTV, 1 HV, 1 LV)
15 LF - 3 RUNS (1 HV, 1 VIDEO, 1 CCTV)
POLE TO BE REMOVED
EXISTING STRAIN
TO BE REMOVED
EXISTING PED POLE
(SEE NOTE 4) 1 EA
1 EA (SEE NOTE 4)
639-2-1
1 EA
1 AS
641-2-12
30 LF
639-1-122
630-2-11 20 LF - 1 RUN (ELEC)
630-2-11 15 LF - 1 RUN (ELEC)
3 ITS)
(1 HV, 1 LV, 1 SPARE,
125 LF - 6 RUNS
TH
TH
TEL
TH
WATER
W A T E R
WATERWATER
W A T E R
V D
Z -4
B
V D
Z -4
A
VDZ-2
VDZ-5VDZ-1
VDZ-6
V D
Z -8
C
V2
V1
SL-6
P2
P2
P6
P6
P4
P4
WARNING: GAS MAIN IN THE VICINITY OF WORK OLIVE ROAD AT CODY LANE
DETECTOR
VEHICLE DETECTION ZONES
DETECTION ZONE DETECTION TYPE
DIMENSIONS (WXL)
DETECTION ZONE
VIDEO 10' X 50'
N A
L
IZ
A T
IO
N P
L
COUNT-DOWN
PED. SIGNAL
1-SECT., 2-WAY
2 AS
653-1-12
PED. SIGNAL
COUNT-DOWN
1-SECT., 1-WAY
2 AS
653-1-11
P6P2
P2 P4
P4 P6
TWA
TWA
N
1"
2 EA
2' X 7'
2 EA
2' X 6'
A C
4 6 8 1 5 4
3-SECT., 1-WAY
7 AS
R Y G
650-1-34
5-SECT., 1-WAY
1 AS
G GYR Y
650-1-38
1 EA
2.5' X 3'
700-5-22 700-5-22
700-3-201
YIELD
LEFT TURN
ON GREEN
R10-12
ARROW
YELLOW
FLASHING
YIELD ON
LEFT TURN
2 EA
2.5' X 3'
700-3-201
F
R10-12A
4-SECT., 1-WAY
R FY GSY
2 AS
CAMERA 1
PHASE 4PHASE 1
PHASE 3
PHASE 2
PHASE 2
or
TF 1 TF 5
TF 2 TF 6
TF 3
PHASE 5
TF 3
1 5
2 6
MODIFIED S.O.P. 9
AS DIRECTED BY COUNTY ENGINEER.
TIMINGS ARE INITIAL AND MAY REQUIRE FIELD ADJUSTING
VIDEO 10' X 50'CAMERA 2
VDZ-2, VDZ-5, VDZ-4A, VDZ-4B
VDZ-1, VDZ-6, VDZ-8
650-1-36
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
2.0
4.0
2.0
3.7
2.0
2.0
3.7
6 7
3.7
2.0
4.0
35 15
2.1
14 14
Vehicles
Watch For
START CROSSING
If Started
Finish Crossing
DON'T START
To Finish Crossing
TIME REMAINING
DON'T CROSS
STEADY
TIMER
FLASHING
CODY LN
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
OLIVE RD
TO CROSS
PUSH BUTTON
FTP-68B-06 FTP-68B-06
G H
G
G
G
H
H
G
4. USE SPREAD FOOTER.
CENTER OF UPRIGHT.
IS THE EXISTING GROUND ELEVATION AT
3. ELEVATION SHOWN AT THE MAST ARM
2. EXISTING SOP TO REMAIN IN OPERATION.
LANE (MOVEMENTS 3,4,7, &8) (30 MPH).
AND THE MINOR STREET IS CODY
(MOVEMENTS 1,2,5 & 6) (35 MPH),
1. MAJOR STREET IS OLIVE ROAD
NOTES
D
IR
E C
T
IO
N A
L B
O R
E S A
N D T
R E
N C
H E
S O
N N
W C
O R
N E
R
U P
D A
T E
D P
A Y I
T E
M
-3 -1
T
O
-3 -2
A D J U
S T
D
/0
/2
J A
C O
B C P
E R
E Z j p e r e z
S
W
IM
P
R O
V E
M E
N T P
R O J E
C T
O L
IV
E R
O A
D S
T R
E
O R
L
D D
A c t iv e -0 -0
-0 s ig n a ls P
L A
N S
G P h a s e I
A D
D 1.
d g n
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 U
M B
E R
R E
V
IS
IO
N S
D R
A W
N B
Y
D A
T E
A P P
R O
V E
D B
Y
D A
T E
F
IE
L D B
O O
K P
A G
E S
D E
S
IG
N E
D B
Y
C H
E C
K E
D
B
Y
P R
O J E
C T M
A N
A G
E R
D
IS
T R
IC
T
SHEET
M O
F F
A T
T N
IC
H O
L
E S
C A
M B
IA
C
O U
N T
Y F
L O
R
ID
A
K A
K A
J P
G
R E
E N
W O
O D B
L V
D S
U
IT
E
L
A K
E M
A R
Y F
L
1:
:5
P
M
M
IC
H A
E L S
E G
A R
S P
H O
N E N
U M
B E
R
(8 -3
E N
G
IN
E E
R O
F R
E C
O R
D
S E
C T
IO
N T
O W
N S
H
IP
R
A N
G E
R E
G F
L A E
N G
N O
J A
C O
B C P
E R
E Z
WATER
WATER
WATER
TP
WATER
TJB
WATER
GASGAS
T
TJB
TP
WATER
WATER
WATER
T
TJB
TJB
TP
TPTJB
TJB
TJB
TJB
WATER
WATER
WATER
WATER
WATER
WATER
WATER
WATER
WATER
TEL
TEL
GASGASGAS
235 236 237 238 239 240
N
1"
TONY'S ORIENTAL MASSAGE
BLUE SKY CONVENIENCE STORE
CENTER
RETIREMENT
GRANDVIEW
U.S. LAWNS OF PENSACOLA
BOARDWALK GENERATOR SERVICE INC.
EXIST. R/W LINE
EXIST. R/W LINE
EXIST. R/W LINE
¡ CONST. OLIVE RD.
EXIST. R/W LINE
635-2-11
630-2-11
1 EA
630-2-11
1 EA
630-2-11
1 EA
630-2-11
1 EA
20 LF - 2 RUNS (1 HV, 1 LV)
630-2-12
630-2-12
(1 HV, 1 LV, 1 SPARE)
60 LF - 3 RUNS
630-2-12
2 EA
2 EA
2 EA
2 EA
10 LF - 2 RUNS (1 HV, 1 LV)
EXIST. R/W LINE
10 LF - 2 RUNS (1 HV, 1 LV)
25 LF - 2 RUNS (1 HV, 1 LV)
646-1-11
646-1-11
646-1-11
646-1-11
W H I T
M I
(REPLACE)
EXISTING CABINET
W H I T
M I
665-1-11
665-1-11
665-1-11
665-1-11
660-4-11
1 AS
684-6-3 1 EA
670-5-160
632-7-1 1 PI
1 EA
REMOVAL ITEMS
670-5-600 1 EA
685-1-14
1 EA
630-2-11 660-4-12
STA. 236+90, 29' RT
PEDESTRIAN SIGNAL POLE
STA. 237+81.5, 26' RT
PEDESTRIAN SIGNAL POLE
STA. 236+98, 25' LT
PEDESTRIAN SIGNAL POLE
8 8
4 4
57.00' (RT)
STA. 237+14.00
POLE LOCATION=
EL. 117.175
47.00' (LT)
STA. 237+14.00
EL. 118.196
28.10' (RT)
STA. 237+95.00
POLE LOCATION=
EL. 119.347
630-2-11
630-2-11
630-2-11
641-2-80
1 EA
649-21-8
1 EA 649-21-1
1 EA660-4-12
1 EA
EXISTING STRAIN POLE TO BE REMOVED
EXISTING STRAIN POLE TO BE REMOVED
1 EA 641-2-80
630-2-11
D
A
B
A
1 EA632-7-6
12 EA
10 LF - 1 RUN (HV)
1 EA
E
E
F F
1 EA682-1-173
STA. 238+16, 24.6' LT
PEDESTRIAN SIGNAL POLE
3 RUNS (1 VIDEO, 1 CCTV, 1 HV) - 40 LF
10 LF - 4 RUNS (1 CCTV, 1 VIDEO, 1 HV, 1 LV)
10 LF - 1 RUN (HV)
10 LF - 1 RUN (HV)
649-21-3 1 EA
1 EA
639-2-1
641-2-12
639-1-122 1 AS
30 LF
630-2-11 15 LF - 1 RUN (ELEC)
630-2-11 15 LF - 1 RUN (ELEC)
1 SPARE, 3 ITS)
(1 HV, 1 LV, 1 VIDEO, 1 CCTV,
70 LF - 8 RUNS
1 SPARE, 3 ITS)
(1 HV, 1 LV, 1 VIDEO, 1 CCTV,
100 LF - 8 RUNS
630-2-11
40 LF - 2 RUNS (1 HV, 1 SPARE)
TJB
TH
TH
TH
THTH
THTH
THTH
TEL
WATER
W A T E R
W A T E R
WATER
W A T E R
C
V D
Z -4
B
VDZ-2
VDZ-5VDZ-1
VDZ-6
V D
Z -8
B V
D Z -4
A
V D
Z -8
A
V2
V1
WARNING: GAS MAIN IN THE VICINITY OF WORK
OLIVE ROAD AT WHITMIRE DRIVE
P2
P2
P8
P8
P6 P6
P4
P4
DETECTOR
VEHICLE DETECTION ZONES
DETECTION ZONE DETECTION TYPE
DIMENSIONS (WXL)
DETECTION ZONE
VIDEO 10' X 50'
N A
L
IZ
A T
IO
N P
L
COUNT-DOWN
PED. SIGNAL
1-SECT., 2-WAY
4 AS
653-1-12
P2 P4
P6 P8
P4 P6
P2 P8
TWA
TWA
N
1"
2' X 7'
2 EA
2' X 9'
1 EA
A D
82 4 6
3-SECT., 1-WAY
8 AS
R Y G
650-1-34
700-5-22 700-5-22
4-SECT., 1-WAY
2 AS
R FY GSY
650-1-36
B
2' X 7'
1 EA
700-5-22
2 EA
2.5' X 3'
700-3-201
YIELD
LEFT TURN
ON GREEN
R10-12
CAMERA 1
ARROW
YELLOW
FLASHING
YIELD ON
LEFT TURN
2 EA
2.5' X 3'
700-3-201
F
R10-12A
4.0
2.1
4.0
2.7
TF 1 TF 2 TF 3
PHASE 3PHASE 1
PHASE 2
MODIFIED S.O.P. 2
1 5 2 6 4 8
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
2.1
3.4
2.0
3.5
2.0
3.4
3.5
6 7
55 10
11 21 15
CENTER OF UPRIGHT.
IS THE EXISTING GROUND ELEVATION AT
2. ELEVATION SHOWN AT THE MAST ARM
DRIVE (MOVEMENTS 3,4,7, &8) (25 MPH).
AND THE MINOR STREET IS WHITMIRE
(MOVEMENTS 1,2,5 & 6) (35 MPH),
1. MAJOR STREET IS OLIVE ROAD
NOTES
AS DIRECTED BY COUNTY ENGINEER.
TIMINGS ARE INITIAL AND MAY REQUIRE FIELD ADJUSTING
SL-8
VIDEO 10' X 50'CAMERA 2
VDZ-2, VDZ-5, VDZ-4A, VDZ-4B
VDZ-1, VDZ-6, VDZ-8A, VDZ-8B
Vehicles
Watch For
START CROSSING
If Started
Finish Crossing
DON'T START
To Finish Crossing
TIME REMAINING
DON'T CROSS
STEADY
TIMER
FLASHING
WHITMIRE DR
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
OLIVE RD
TO CROSS
PUSH BUTTON
FTP-68B-06 FTP-68B-06
G H
GG
GG
H H
H
H
D
IR
E C
T
IO
N A
L B
O R
E S A
N D T
R E
N C
H E
S O
N N
W S
W C
O R
N E
R
U P
D A
T E
D P
A Y I
T E
M
-3 -1
T
O
-3 -2
A D J U
S T
| 2026-07-02T13:44:49-0400 | |
| Jacob C Perez |
File details come from the government source that posted it. Updated .