Bonita_Signal_Sheets.pdf
PDF 23 MB Posted
- Solicitation number
- 2026.007-ITQ
- Issued by
- Washington County, Oregon
About this file
This document consists of signal sheets and technical specifications prepared by the Land Use & Transportation Department of Washington County, Oregon for the SW Bonita Road/SW Sequoia Parkway Intersection Improvement project (Project Number 100700). The sheets detail the design and installation requirements for traffic signal infrastructure at this Tigard, Oregon intersection. The project specifications include the manufacture and delivery of signal poles, mast arms, and associated hardware according to the provided plan sheets. Key components specified include a Model 332S signal controller cabinet with 120/240-volt metered service, traffic signal heads with fluorescent yellow reflective sheeting, countdown pedestrian signals with audible pushbuttons, directional signage (right arrow and left turn yield on green signs), fire preemption detection systems, 170-watt LED luminaires (Leotek GC2-100F-MV-NW-2-GY-530 S model), Pan-Tilt-Zoom cameras with FLIR TrafiSense2 632 thermal video capability, and Intelight LDX Controllers. The specifications include detailed service breaker schedules, fire preemption configurations with four channels, and signal phase rotation assignments.
The technical specifications mandate compliance with Washington County Road Design and Construction Standards, the 2024 Oregon Standard Specifications for Construction, and referenced standard drawings and details. Installation requirements address conduit placement via horizontal directional drilling to avoid conflicts with existing utilities, including a Ziply fiber optic bank running approximately 3.6 feet below grade and an existing waterline at approximately 11 feet below finished grade, with a minimum two-foot separation required between the controller cabinet foundation and the waterline. The contractor is responsible for coordinating service connections with Portland General Electric (PGE), managing trenching, and verifying underground utility conflicts. All materials and workmanship must conform to the specified standards, and the project was marked as preliminary with professional registration PE 94482, expiring June 30, 2027, as of January 8, 2019.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 2022-ATTACHMENT-C-Insurance_Requirements.pdf | ||
| 2025-GOODS-REQUIREMENTS.pdf | ||
| SUBSTITUTION_REQUEST_FORM_.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
SI
G
N A
L
LE
G
EN
D
CONTROLLERS
C
ATC
POLES
WCSM
T
MA
L
LA
L
CABINETS
332S
PP
N
SIGNALS
V Ph
BMCL
C/A Ph
SIGNS
AL
5R
AL
JUNCTION BOXES AND HAND HOLES
WIRES & CABLES
X-N G
CONDUITS
DETECTION
TVC
T
LUMINAIRES
FIRE PREEMPTION
FN
Ch
FP
La n d U se
Tr an sp or ta ti on
D ep ar tm en t of
PATH: CAD:
PLOT STAMP:
PROJECT NUMBER
100700
SHEET NO.
OF
SHEET TITLE
N O
R
EV
IS
IO
N
PRELIMINARY
RE
GI
STE
RED PROFESSIONAL94482PE
JAN
08, 201
EXPIRES: 06-30-2027
CHRIST A .GRG
ICH
OREGON
U
OPHER
ARY
SW
B
O N
IT
A
R D
SW
S
EQ
U O
IA
P
K W
Y
IN
TE
R
SE
C
TI
O
N
IM
PR
O
VE
M
EN
T
Mounting Type
Street & Highway Type Speed Limit Sign Height
(in.)
Recommended Minimum Letter Height (in.)
Overhead All Types All Speed Limits 24 12 9 9 A
Initial Uppercase B
Lowercase C
Prefix/Suffix D
A APkwySW SequoiaRdSW Bonita CB D
SNS
N
PE
PE
PTZ
LEGEND: GENERAL NOTES:
1. All materials and workmanship shall conform to the
Washington County Road Design and Construction Standards, the project plans, the referenced Standard Drawings and Details, the 2024 Oregon Standard Specifications for Construction and the Special Provisions.
S
Install (X=Number of cables) control cabels with (N=Number) AWG No.
(G=AWG wire size) conductors.
N S
SNS
SNS
SIGNAL HEAD "2"
N.T.S.
SIGNAL HEAD "6L"
N.T.S.
R-F T
Install model 332S cabinet & control equipment with riser frame, orient louvered door as shown in M02.
Install base mounted service cabinet, 120/240 volt metered, for illumination system per Oregon Standard Drawings TM482 and TM485 with service breaker schedule as shown on this sheet.
Install phase (Ph=Phase) vehicle signal with 2" fluorescent yellow reflective sheeting on backboard.
Install phase (Ph=Phase) countdown pedestrian signal with clamshell mount and Polara 3-wire APS audible pushbutton with mount.
Install aluminum (30"x36") right arrow "ONLY" sign (R3-5R) ASTM type IX sheeting.
Install aluminum (30"x36") left turn yield on green sign (R10-12) ASTM type IX sheeting.
Install street name sign (N=Number). See this sheet and Washco Std. Detail 6511 for details.
Install fire preemption in controller cabinet.
Install channel (Ch=Channel), (N=Number) barrel fire preemption detector unit.
Install far range radar unit (T=Radar) (see Oregon Std. Dwg.
TM466 for mounting details).
Provide Pan-Tilt-Zoom camera, mount and pole adaptor to Washington County (see sheet M05 for details).
Install Intelight LDX Controller.
Install photoelectric control relay on luminaire head. The photoelectric control relay shall be designed for use with LED lights, have minimum 10-year guarantee, and a 25-year life expectancy.
Install (N=Number) No. (G=AWG wire size) XHHW wires.
Install industrial ethernet cable for (EQP=Equipment) as shown.
Install (S=Size) inch conduit.
Install FLIR TrafiSense2 632 Thermal Video Camera (T=Camera).
Install (L=Length) foot traffic signal mast arm.
Install (L=Length) foot luminaire arm.
Install pedestal with frangible base on number (N=Number) foundation. See Oregon Standard Dwg. TM 457 for details.
JB
TA Install (T=Type) Junction Box with concrete apron per
Washington County Standard Drawings 6810, 6820, and 6831.
Install (T=Type) Washington County standard traffic signal mast arm pole (See, "Pole Entrance Chart").
3 12
(N)-C Install (N=Number) No. 8 AWG THWN (Signal system common).
LED
EQP
NET
RCC
T Install radar control cable (T=Radar).
VDC
T Install FLIR video control cables (T=Camera).
HDD Install conduit by horizontal directional drilling, open trench not allowed.
COMMUNICATION
RD
IC Install radio interconnect. Encom 4.9 GHZ radio (Part #E-LITE 49-INT-KIT).
M01
W Install conduit and wire as required by power company.
SERVICE BREAKER SCHEDULE
CIRCUIT
BREAKER
RATING
CONTACTOR
SIZE COMMENTS
MAIN 100A DPST N/A MAIN BREAKER
SIGNAL 60A DPST N/A
TRAFFIC
SIGNAL
PHOTOCELL/
TEST SWITCH 15A SPST N/A
PHOTOCELL/
TEST SWITCH
SIGNAL
ILLUMINATION 30A DPST 30A
INTERSECTION
LIGHTS
SPARE 30A DPST 30A FUTURE
SPARE 30A DPST 30A FUTURE
SPARE 30A DPST 30A FUTURE
SPARE 30A DPST 30A FUTURE
SPARE 30A DPST 30A FUTURE
FF
Ch Install channel (Ch=Channel) fire preemption detector feeder cable.
72"
9"
102"9"
SVC
PL
LW
Install Polyethylene Pull Line (500# minimum strength) per the Standard Specifications Section 00960.
Install a No. 16 AWG TFFN stranded copper wire with orange base and blue tracer as a locate wire.
HH
2A
Install 30" x 48" x 24" (min. dimension) fiber optic hand hole with concrete apron. See Oregon Std. Dwg. TM472 for details.
Install 3 No. 12 AWG wire size type XHHW wires for the photoelectric control relay. The wires shall be white, red and black.
Install 170 watt light emitting diode luminaire (Leotek GC2-100F-MV-NW-2-GY-530 S).
See Special Provisions. Bond luminaire to pole grounding terminal.
Install service connection. Contractor is responsible for coordinating service connection with PGE, trenching, and installing conduit per their direction.
1 2
NORMAL PHASE ROTATION
1FY
5FY
Channel A Channel B Channel C Channel D
PH2
PH5 PH4
PH1
PH6
PH8
FIRE PREEMPTION
SI
G
N A
L
PL
A N
La n d U se
Tr an sp or ta ti on
D ep ar tm en t of
PROJECT NUMBER
100700
SHEET NO.
OF
SHEET TITLE
N O
R
EV
IS
IO
N
1 2 3 4
PRELIMINARY
RE
GI
STE
RED PROFESSIONAL94482PE
JAN
08, 201
EXPIRES: 06-30-2027
CHRIST A .GRG
ICH
OREGON
U
OPHER
ARY
SW
B
O N
IT
A
R D
SW
S
EQ
U O
IA
P
K W
Y
IN
TE
R
SE
C
TI
O
N
IM
PR
O
VE
M
EN
T
NOTE:
See Plan Sheet No. M01 for Legend See Plan Sheet No. M03-M28 for Details
AL
AL
5R
TVC
D
F1 B
AL
V
TVC
C
F1 A
V
V
V
V
V
TVC
B
FP
F1 C
D
LA
6 LA
PP
LA
LA
332S C
ATC
V
V
V
V
3L
WCSM
3L
3L
C/A
PP
PP
PP
C/A
C/A
MA
MA
MA
MA
PP
BCML
1-7 14 2
1-20142
1-20
14 2FF
A
21-7
PTZ
WCSM
WCSM
WCSM
3L
2VDC
C
1-C
SNS
FF
B 1-C
2 VDC
D
2 102
1-7142
3 104
SNS
SNS
R-F F
2 102
1-2014
FF
A 1-C3
VDC
C
2-C 32-20
VDC
C
FF
A
VDC
D
FF
B
RCC
F
3-C 33-20
VDC
B
FF
B
VDC
D
FF
C
RCC
E
FF
A
VDC
C
RCC
F
21-7
FF
C
E
RCC
C/A
SVC
VDC
D
FF
A
VDC
B
4-20
VDC
A
B
VDC
C
FF
C
FF
RCC
E
D
FF
RCC
F
31-20
VDC
A
FF
D1-C
TVC
A
F1SNS
C/A
21-20
VDC
A
FF
D1-C
R-F E
HDD
HDD
HDD
JB
3A
JB
2A
JB
2A
JB
3TA
JB
2A
JB
1A
3 108
2 102
2 106
LED
RD
IC
M02
RCC
F
LED
LED 8
C/A PE
VDC
B
PE
3 12
PE
3 12
PE
3 12
LED
RCC
F
1-20 142 1-C
PTZ
NET
1-3
PTZ
NET
1-3
PTZ
NET
1-3
PTZ
NET
1-3
2A
HH
2 LWPL
1-7
1-7
THIS HANDHOLE IS INSTALLED TO SUPPORT A FUTURE FIBER
CONNECTION
ZIPLY BANK RUNS APPROXIMATELY 9.5 FEET NORTH OF THE
CURB. SIGNAL POLE LOCATION CAN BE SHIFTED TO AVOID
CONFLICTS.
PROJECT NOTES (THIS SHEET ONLY):
ZIPLY BANK IS EXPECTED TO RUN 3.6 FEET BELOW GRADE.
CONTRACTOR IS EXPECTED TO NOTIFY THE CLIENT OF ANY
CONFLICTS.
PROTECT EXISTING WATER LINE IN PLACE. WATERLINE DEPTH IS
APPROXIMATELY 11 FEET BELOW FINISHED GRADE.
CONTRACTOR TO VERIFY AND IDENTIFY CONFLICTS.
CONTRACTOR MAY INSTALL FOUNDATION FOR CONTROLLER
OVER EXISTING WATER LINE. ENSURE A MINIMUM SEPARATION
OF 2 FEET BETWEEN THE BOTTOM OF THE CONTROLLER
CABINET FOUNDATION AND TOP OF EXISTING WATERLINE.
SI
G
N A
L
SC
H
ED
U
LE
S
SIGNAL DETAILS
P O L E E N T R A N C E C H A R T
N
ORIENTATION DIAGRAM
PEDESTRIAN PEDESTAL / VEHICLE PEDESTAL
ORIENTATION DIAGRAM
NOTE:
Equipment shown on the orientation diagram is a clarification of angles of equipment that may be located on a pedestrian pedestal or vehicle pedestal.
of Pedestrian
Head
℄ of Vehicle Signal Head
℄ of Pedestrian Head
Ø
Ø
Ø
The north arrow shown relates to zero degrees on Pedestrian and Vehicle signal poles. Degrees shown in the pole entrance chart show the degrees clockwise from plan sheet north arrow (zero) to equipment located on the pole.
La n d U se
Tr an sp or ta ti on
D ep ar tm en t of
PATH: CAD:
PLOT STAMP:
PROJECT NUMBER
100700
SHEET NO.
OF
SHEET TITLE
N O
R
EV
IS
IO
N
PRELIMINARY
RE
GI
STE
RED PROFESSIONAL94482PE
JAN
08, 201
EXPIRES: 06-30-2027
CHRIST A .GRG
ICH
OREGON
U
OPHER
ARY
SW
B
O N
IT
A
R D
SW
S
EQ
U O
IA
P
K W
Y
IN
TE
R
SE
C
TI
O
N
IM
PR
O
VE
M
EN
T
MAST ARM POLE ORIENTATION DIAGRAM
90°
180°
270°
D6 D5
D4 D3
D2 D1
D7, D8 . . .
NOTE:
Equipment shown on the orientation diagram is an example of distance and angles of equipment that may be located on a mast arm or signal pole.
℄ of Pedestrian Head
℄ of Vehicle Signal Head
℄ o f S ign
℄ of Terminal Cabinet
℄ of Pedestrian Head
℄ of Arm
Ø Ø
Ø
Ø
Ø
M03
IL
LU
M
IN
A
TI
O N
A N
A
LY
SI
S
La n d U se
Tr an sp or ta ti on
D ep ar tm en t of
PROJECT NUMBER
100700
SHEET NO.
OF
SHEET TITLE
N O
R
EV
IS
IO
N
1 2 3 4
PRELIMINARY
RE
GI
STE
RED PROFESSIONAL94482PE
JAN
08, 201
EXPIRES: 06-30-2027
CHRIST A .GRG
ICH
OREGON
U
OPHER
ARY
SW
B
O N
IT
A
R D
SW
S
EQ
U O
IA
P
K W
Y
IN
TE
R
SE
C
TI
O
N
IM
PR
O
VE
M
EN
T
M04
La n d U se
Tr an sp or ta ti on
D ep ar tm en t of
PATH: CAD:
PLOT STAMP:
PROJECT NUMBER
100700
SHEET NO.
OF
SHEET TITLE
N O
R
EV
IS
IO
N
PRELIMINARY
RE
GI
STE
RED PROFESSIONAL94482PE
JAN
08, 201
EXPIRES: 06-30-2027
CHRIST A .GRG
ICH
OREGON
U
OPHER
ARY
SW
B
O N
IT
A
R D
SW
S
EQ
U O
IA
P
K W
Y
IN
TE
R
SE
C
TI
O
N
IM
PR
O
VE
M
EN
T
ST
A
N D
A R
D D
ET
A
IL
S
M05
SI
G
N
AL
D
ET
AI
LS
RADAR LUMINAIRE ARM MOUNT (RLA)
- MAST ARM POLE
DETAIL A - CAMERA POLE MOUNTING
CONSTRUCTION NOTES:
ST
A
N D
A R
D D
ET
A
IL
S
La n d U se
Tr an sp or ta ti on
D ep ar tm en t of
PROJECT NUMBER
100700
SHEET NO.
OF
SHEET TITLE
N O
R
EV
IS
IO
N
1 2 3 4
PRELIMINARY
RE
GI
STE
RED PROFESSIONAL94482PE
JAN
08, 201
EXPIRES: 06-30-2027
CHRIST A .GRG
ICH
OREGON
U
OPHER
ARY
SW
B
O N
IT
A
R D
SW
S
EQ
U O
IA
P
K W
Y
IN
TE
R
SE
C
TI
O
N
IM
PR
O
VE
M
EN
T
@1 @2
M06 d U se
Tr an sp or ta ti on
D ep ar tm en t of
PATH: CAD:
PLOT STAMP:
PROJECT NUMBER
100700
SHEET NO.
OF
SHEET TITLE
N O
R
EV
IS
IO
N
PRELIMINARY
RE
GI
STE
RED PROFESSIONAL94482PE
JAN
08, 201
EXPIRES: 06-30-2027
CHRIST A .GRG
ICH
OREGON
U
OPHER
ARY
SW
B
O N
IT
A
R D
SW
S
EQ
U O
IA
P
K W
Y
IN
TE
R
SE
C
TI
O
N
IM
PR
O
VE
M
EN
T
ST
A
N D
A R
D D
ET
A
IL
S
M07
N D
A R
D D
ET
A
IL
S
La n d U se
Tr an sp or ta ti on
D ep ar tm en t of
PROJECT NUMBER
100700
SHEET NO.
OF
SHEET TITLE
N O
R
EV
IS
IO
N
1 2 3 4
PRELIMINARY
RE
GI
STE
RED PROFESSIONAL94482PE
JAN
08, 201
EXPIRES: 06-30-2027
CHRIST A .GRG
ICH
OREGON
U
OPHER
ARY
SW
B
O N
IT
A
R D
SW
S
EQ
U O
IA
P
K W
Y
IN
TE
R
SE
C
TI
O
N
IM
PR
O
VE
M
EN
T
M08 d U se
Tr an sp or ta ti on
D ep ar tm en t of
PATH: CAD:
PLOT STAMP:
PROJECT NUMBER
100700
SHEET NO.
OF
SHEET TITLE
N O
R
EV
IS
IO
N
PRELIMINARY
RE
GI
STE
RED PROFESSIONAL94482PE
JAN
08, 201
EXPIRES: 06-30-2027
CHRIST A .GRG
ICH
OREGON
U
OPHER
ARY
SW
B
O N
IT
A
R D
SW
S
EQ
U O
IA
P
K W
Y
IN
TE
R
SE
C
TI
O
N
IM
PR
O
VE
M
EN
T
ST
A
N D
A R
D D
ET
A
IL
S
M09
N D
A R
D D
ET
A
IL
S
La n d U se
Tr an sp or ta ti on
D ep ar tm en t of
PROJECT NUMBER
100700
SHEET NO.
OF
SHEET TITLE
N O
R
EV
IS
IO
N
1 2 3 4
PRELIMINARY
RE
GI
STE
RED PROFESSIONAL94482PE
JAN
08, 201
EXPIRES: 06-30-2027
CHRIST A .GRG
ICH
OREGON
U
OPHER
ARY
SW
B
O N
IT
A
R D
SW
S
EQ
U O
IA
P
K W
Y
IN
TE
R
SE
C
TI
O
N
IM
PR
O
VE
M
EN
T
@1 @2
M10 d U se
Tr an sp or ta ti on
D ep ar tm en t of
PATH: CAD:
PLOT STAMP:
PROJECT NUMBER
100700
SHEET NO.
OF
SHEET TITLE
N O
R
EV
IS
IO
N
PRELIMINARY
RE
GI
STE
RED PROFESSIONAL94482PE
JAN
08, 201
EXPIRES: 06-30-2027
CHRIST A .GRG
ICH
OREGON
U
OPHER
ARY
SW
B
O N
IT
A
R D
SW
S
EQ
U O
IA
P
K W
Y
IN
TE
R
SE
C
TI
O
N
IM
PR
O
VE
M
EN
T
ST
A
N D
A R
D D
ET
A
IL
S
M11
N D
A R
D D
ET
A
IL
S
La n d U se
Tr an sp or ta ti on
D ep ar tm en t of
PROJECT NUMBER
100700
SHEET NO.
OF
SHEET TITLE
N O
R
EV
IS
IO
N
1 2 3 4
PRELIMINARY
RE
GI
STE
RED PROFESSIONAL94482PE
JAN
08, 201
EXPIRES: 06-30-2027
CHRIST A .GRG
ICH
OREGON
U
OPHER
ARY
SW
B
O N
IT
A
R D
SW
S
EQ
U O
IA
P
K W
Y
IN
TE
R
SE
C
TI
O
N
IM
PR
O
VE
M
EN
T
M12 d U se
Tr an sp or ta ti on
D ep ar tm en t of
PATH: CAD:
PLOT STAMP:
PROJECT NUMBER
100700
SHEET NO.
OF
SHEET TITLE
N O
R
EV
IS
IO
N
PRELIMINARY
RE
GI
STE
RED PROFESSIONAL94482PE
JAN
08, 201
EXPIRES: 06-30-2027
CHRIST A .GRG
ICH
OREGON
U
OPHER
ARY
SW
B
O N
IT
A
R D
SW
S
EQ
U O
IA
P
K W
Y
IN
TE
R
SE
C
TI
O
N
IM
PR
O
VE
M
EN
T
M13
N D
A R
D D
ET
A
IL
S
La n d U se
Tr an sp or ta ti on
D ep ar tm en t of
PROJECT NUMBER
100700
SHEET NO.
OF
SHEET TITLE
N O
R
EV
IS
IO
N
1 2 3 4
PRELIMINARY
RE
GI
STE
RED PROFESSIONAL94482PE
JAN
08, 201
EXPIRES: 06-30-2027
CHRIST A .GRG
ICH
OREGON
U
OPHER
ARY
SW
B
O N
IT
A
R D
SW
S
EQ
U O
IA
P
K W
Y
IN
TE
R
SE
C
TI
O
N
IM
PR
O
VE
M
EN
T
@1 @2
M14 d U se
Tr an sp or ta ti on
D ep ar tm en t of
PATH: CAD:
PLOT STAMP:
PROJECT NUMBER
100700
SHEET NO.
OF
SHEET TITLE
N O
R
EV
IS
IO
N
PRELIMINARY
RE
GI
STE
RED PROFESSIONAL94482PE
JAN
08, 201
EXPIRES: 06-30-2027
CHRIST A .GRG
ICH
OREGON
U
OPHER
ARY
SW
B
O N
IT
A
R D
SW
S
EQ
U O
IA
P
K W
Y
IN
TE
R
SE
C
TI
O
N
IM
PR
O
VE
M
EN
T
ST
A
N D
A R
D D
ET
A
IL
S
M15
File details come from the government source that posted it. Updated .