25PW01 - TS-01 and TS-02 Replacement.pdf
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- Solicitation number
- S-73000-00013843
- Issued by
- Washington County, Mcminnville City, Oregon
About this file
This is a technical design plan document for the City of Roseburg's 25PW01 Stewart Parkway Pavement and Curb Ramp Improvements project, prepared by Century West Engineering. The plans detail the installation of radar detection systems at two traffic signal locations (TS-01 and TS-02) to replace existing loop detection infrastructure. The project requires the installation of eight Wavetronix Matrix Stop Bar SmartSensor radar units, two Expanse ARC6 cabinets with surge protection cards, associated mounting hardware, conduit work, and cable connections. Key operational requirements include maintaining existing signal functionality between 6 AM and 10 PM, with temporary shutdowns permitted between 10 PM and 6 AM requiring flagging. The radar detection system must be fully installed, configured, and operational before any construction activities that would impact existing signal loop detection, and all existing loop detectors must be abandoned once the new system is verified as fully operational. The City Project Manager is Jesten Brenner, and the engineering firm is Century West Engineering with a registered professional engineer (PE #90044) whose license expires December 31, 2025. The plans are dated May 2025 with revision status as of May 30, 2025.
The supplied materials list specifies exact quantities and model numbers for all radar detection equipment, including cables, junction boxes, mounting brackets, and interface devices. Installation of all radar detection equipment requires field verification by both ODOT and a representative from Advanced Traffic Products, the radar vendor, with the contractor responsible for coordinating with the vendor and providing bucket lift equipment for positioning adjustments during the setup process. The contractor is responsible for wiring connections to the existing system, while setup, calibration, and programming will be performed by the radar vendor. The document includes detailed plan views and technical specifications for both TS-01 and TS-02 locations along NW Stewart Parkway, with notation regarding conduit trimming and clearance requirements for junction box access.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Bid tab~76.xlsx | XLSX spreadsheet | |
| 00013843_Att B_Special Provisions.docx | DOCX document | |
| 00013843_ITB.docx | DOCX document | |
| 00013843_Att A_Plans.pdf | ||
| 00013843_Att C_Bid Pricing Form.xlsx | XLSX spreadsheet |
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Text version
CWE
CWE
P. CHADBOURNE
NO. DATE REVISIONBY SHEET NO.
ONE INCH (REF)
SCALE
PLAN
PROFILE
HORIZ.
VERT.
DESIGNED:
DRAWN:
CHECKED:
CWE PROJECT NO.
40193.027.01
900 SE DOUGLAS AVE.
ROSEBURG, OR 97470
CITY PROJECT #: 25PW01
CITY PROJECT MANAGER
JESTEN BRENNER
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WWW.CENTURYWEST.COM
5500 MEADOWS RD. #250LAKE OSWEGO, OR 97035
503.419.2130 OF 25
2025 STEWART PKWY
PAVEMENT AND CURB RAMP IMPROVEMENTS SCH A
MAY 2025
RE
GI
ST
EREDPROFESSIONALENGI NEER
90044PE
OREGON
EXPIRES: DEC 31, 2025
AM
,0R 0201 N
O H
I
PA
GE
L .
C ADB
UR
E
RADAR DETECTION - LEGEND
TS-01
CONTROLLERS & CABINETS:
POLES:
DETECTION:
CONDUITS:
GENERAL NOTES:
RETAIN AND PROTECT EXISTING CONTROLLER AND CABINET.
RETAIN AND PROTECT EXISTING JUNCTION BOX.
EX
C
RETAIN AND PROTECT EXISTING MAST ARM POLE.
EX
MP
INSTALL RADAR DETECTION UNIT (T=RADAR).
INSTALL ARC6 CABINET INTERFACE DEVICE (CID) AND MOUNTING SHELF
FOR RADAR DETECTION SYSTEM.
INSTALL SYNCHRONOUS DATALINK CONTROL (SDLC) CONNECTION.
R-N T
CID
ARC
SDLC
RETAIN AND PROTECT EXISTING (S) INCH ELECTRICAL CONDUIT.
TRIM OR LOWER EXISTING CONDUIT(S) AS DIRECTED TO PROVIDE
CLEARANCE TO JUNCTION BOX LID.
1. THE INSTALLATION OF ALL RADAR DETECTION EQUIPMENT TO BE FIELD
VERIFIED BY ODOT AND REPRESENTATIVE FROM RADAR VENDOR, ADVANCED
TRAFFIC PRODUCTS. WIRING CONNECTIONS TO EXISTING SYSTEM TO BE
COMPLETED BY CONTRACTOR. SET-UP, CALIBRATION, AND PROGRAMMING TO BE
PERFORMED BY THE RADAR VENDOR. CONTRACTOR TO COORDINATE WITH
RADAR VENDOR AND PROVIDE BUCKET LIFT FOR RADAR POSITIONING
ADJUSTMENTS DURING SET-UP PROCESS.
2. MAINTAIN AND KEEP EXISTING SIGNALS IN STANDARD OPERATION AT ALL
TIMES BETWEEN 6 AM - 10 PM. TEMPORARY SIGNAL SHUTDOWN SHALL BE
ALLOWED BETWEEN 10 PM - 6 AM. FLAGGING MUST BE PROVIDED DURING
TEMPORARY SIGNAL SHUTDOWN.
3. NEW RADAR DETECTION SYSTEM SHALL BE INSTALLED, CONFIGURED AND FULLY
OPERATIONAL PRIOR TO ANY CONSTRUCTION ACTIVITIES THAT WILL IMPACT
EXISTING SIGNAL LOOP DETECTION AND OTHERWISE IMPACT SIGNAL
OPERATION, TIMING AND PHASING.
4. EXISTING LOOP DETECTORS TO BE ABANDONED ONCE RADAR DETECTION
SYSTEM IS FULLY OPERATIONAL AND PRIOR TO CPPR AND FINAL PAVING
OPERATIONS.
EX
EC
S"
EC
TR
WIRES & CABLES:
RETAIN AND PROTECT EXISTING WIRES.
INSTALL RADAR CONTROL CABLE (T=RADAR).
REMOVE EXISTING DETECTOR LOOP WIRES.
EX
W
RCC
T
EX
JB
RX
L
05/30/251 PLC ADDENDUM #3
SUPPLIED MATERIALS
QUANTITY MODEL NO. DESCRIPTION
2 102-0594 EXPANSE ARC6 (SURGE CARD NOT INCLUDED)
8 102-0562 SMART SENSOR SURGE CARD FOR (ARC2, ARC5, ARC6)
2 102-0486 19" ARC RACK BRACKET
8 WX-SS-225 WAVETRONIX MATRIX STOP BAR SMARTSENSOR
8 101-0471 MATRIX SNOW VISOR WITH ROTATING BACKPLATE
8 WX-SS-704-080 80 FOOT 6 CONDUCTOR MATRIX / 200V CABLE W/ CONNECTOR
2000 ATP-MATRIX 2 MATRIX TYPE 2 HOME RUN CABLE 1 PR #18, 2 TRIADS #22
8 102-0453 (MINI-710) MINI 710 - SENSOR CABLE JUNCTION BOX W/ TERMINAL BLOCKS
8 WX-SS-611 SENSOR MOUNT - 6" 2 AXIS ALUMINUM BRACKET
2 WS-SDLC-2070-650 5' SDLC CABLE-2070 (25 PIN SCREW) TO CLICK 650 (15 PIN SPRING CLIP)
PE
D
TS
TS
TS
TS
TS
TS
TS
TS
PED
PED
PED
PED
CWE
CWE
P. CHADBOURNE
NO. DATE REVISIONBY SHEET NO.
ONE INCH (REF)
SCALE
PLAN
PROFILE
HORIZ.
VERT.
DESIGNED:
DRAWN:
CHECKED:
CWE PROJECT NO.
40193.027.01
900 SE DOUGLAS AVE.
ROSEBURG, OR 97470
CITY PROJECT #: 25PW01
CITY PROJECT MANAGER
JESTEN BRENNER
Y :\P ro je ct s\
R os eb ur g, C ity o f\0
-G ar de n
Va lle y R am ps
\C
AD
W
O R
KI
N
G \S te w ar t\R
AD
AR
P
LA
N S.
dw g
/3
0/
1:
A M
E liz ab et h W ils on
WWW.CENTURYWEST.COM
5500 MEADOWS RD. #250LAKE OSWEGO, OR 97035
503.419.2130 OF 25
2025 STEWART PKWY
PAVEMENT AND CURB RAMP IMPROVEMENTS SCH A
MAY 2025
RE
GI
ST
EREDPROFESSIONALENGI NEER
90044PE
OREGON
EXPIRES: DEC 31, 2025
AM
,0R 0201 N
O H
I
PA
GE
L .
C ADB
UR
E
RADAR DETECTION PLAN
TS-02
PLAN VIEW
SCALE: 1"=10'
R E
N A
N N
S T
NOTES:
1. SEE SHEET TS-01 FOR LEGEND.
2. ABANDON EXISTING LOOP DETECTOR.
3. CONDUIT TO BE TRIMMED DOWN AS DIRECTED TO PROVIDE A
CLEARANCE FOR JUNCTION BOX.
1" = 10'
SCALE OF FEET
SCALE: 1"=10'
0 10 20
NW STEWART PKWY
PLAN VIEW
SCALE: 1"=10'
N W
S
TE
W A
R T
P K
W Y
WALMART ENTRANCEENTRANCE (CENTER) MALL
EX
C
CID
EX
C
CID
SDLC
SDLC
EX
MP
R-N T
R-N T
R-N T
R-N T
R-N T
R-N T
R-N T
R-N T
EX
MP
EX
MP
EX
MP
EX
MP
EX
MP
EX
MP
EX
MP
EX
C
EX
EX
EX
EC
EX
JB
EX
JB
EX
JB
EX
JB
EX
JB
EX
JB
EX
JB
EX
JB
2"
EC
EC
ARC
ARC
2"
RX
L
RCC
T EX
EC
1.5"
RCC
T
EX
EC
2"
RX
W
RCC
T
EX
EC
2"
RCC
T
EX
EC
2"
RCC
T
EX
EC
1.25"
RCC
T
EX
EC
1.5"
RCC
T
EX
EC
1.5"
RCC
T
EX
EC
2"
RCC
T
EX
EC
2"
EX
EC
3"
RX
L
RCC
T
EX
EC
3"
RX
L
EX
EC
1.5"
RCC
T
EX
EC
2"
RCC
T
EX
EC
2"
RCC
T
RX
L
RX
L
RX
L
RX
L
RCC
T
RCC
T
RX
L
05/30/251 PLC ADDENDUM #3
EC
TR
EC
TR
EC
TR
| Sheets and Views |
| RADAR PLANS-TS-01 |
| RADAR PLANS-TS-02 |
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