CI-300323301_Final_Plans_(signed).pdf

PDF 12 MB Posted Oct 29, 2026

Attached to: BID 2026-82 NE Miley Road at NE Airport Road Intersection Improvements Project
Solicitation number: S-C01010-00018297
Issued by: Oregon

About this file

Written by GovTribe AI · Oct 29, 2026

This is a final project plan document prepared by Kittelson & Associates, Inc. for Clackamas County, Oregon, detailing improvements to the NE Miley Road at NE Airport Road intersection project. The project encompasses signing, pavement markings, flashing beacons, and illumination improvements over a 900-foot project length (Station 3+80 to Station 12+80). The plans include comprehensive signing and striping details conforming to the 2023 Manual on Uniform Traffic Control Devices (MUTCD) and Oregon Supplement requirements, installation of solar-powered post-top flashing yellow beacons at specified locations, new traffic signal equipment including a mast arm pole with LED luminaire, and associated electrical infrastructure. The project location is situated at the intersection of NE Miley Road and NE Airport Road in Clackamas County, Oregon, with project contacts identified as Christian Snuffin (Clackamas County) and Keisuke Harry and Wade Scarbrough (Kittelson & Associates). The plans indicate a summer 2026 letting with a contract renewal date of June 30, 2028.

The project involves coordination with multiple utility providers including Portland General Electric for power service and illumination, NW Natural Gas, CenturyLink/Lumen Technologies, and Astound Broadband. Construction specifications require compliance with 2024 Oregon Standard Specifications for construction and adherence to Clackamas County ordinances. The plans specify installation of outdoor camera equipment with cellular communications capabilities, electrical service cabinets with photoelectric controls, maintenance pads with aggregate base, and erosion and sediment control measures including wattles, inlet protection, and concrete washout areas. All materials and equipment require contractor submittals and county approval prior to construction, with field verification mandated before installation. Funding source and contract value information are not disclosed in these final design plans.

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CI-300323301_Final_Specifications.pdf	PDF	Oct 29, 2026
Bid 2026-82 NE Miley Road at NE Airport Road Intersection Improvements Project Final.pdf	PDF	Oct 29, 2026

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Project Location

Start of Project 3+80 End Project

12+80

NE Miley Rd

A irp or t R d

E ile rs

R d

NE Countryside Dr

INTERSTATE

B oo ne s Fe rry R d

SW Wilsonville Rd

INTERSTATE

SW Boeckman Rd

K in sm an R d

R E

S C

K A

M A

S C

O U

N E

E Y

R O

A D

A T

N E

P O

R T

R D

R S

E C

N P

R O

Fi le

: H

M ile y

Rd a t A irp or t R d\ de sig n\

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A01

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OPR EF S O

LAN

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L A

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A M

99E

SITE

NE MILEY ROAD AT NE AIRPORT ROAD INTERSECTION PROJECT

CLACKAMAS

COUNTY

CLACKAMAS COUNTY

OREGON

DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT

PLANS FOR SIGNING, PAVEMENT MARKINGS, FLASHING BEACONS, AND ILLUMINATION

CLACKAMAS COUNTY

OREGON

Overall Project Length - 900 feet

SEC. 25 T.3S. R.1W.

DATUM:

UTILITY NOTIFICATION:

Basis of bearing was derived from Oregon Coordinate Reference System (OCRS), Portland Zone, NAD 83, epoch 2010.00

BASIS OF BEARING:

ATTENTION: Oregon Law Requires You To Follow Rules Adopted By The Oregon Utility Notification Center. Those Rules Are Set Forth In OAR 952-001-0010 Through 952-001-0090. You May Obtain Copies Of The Rules By Calling The Center. (Note: The Telephone Number For The Oregon Utility Notification Center Is (503) 232-1987.)

PROJECT CONTACTS

OWNER

CLACKAMAS COUNTY

CONTACT: Christian Snuffin, PE, PTOE ADDRESS: 150 Beavercreek Rd

Oregon City, OR, 97045

PHONE: 503.680.5623

EMAIL: CSnuffin@clackamas.us

North American Vertical Datum of 1988 (NAVD88) by RTK observation through the Oregon Realtime GNSS Network (ODOT ORGN)

ENGINEER

KITTELSON & ASSOCIATES, INC.

CONTACT: Keisuke Harry, PE; Wade Scarbrough, PE ADDRESS: 851 SW 6th Avenue, Suite 600

Portland, OR 97204

PHONE: 503.228.5230

EMAIL: kharry@kittelson.com; wscarbrough@kittelson.com

VICINITY MAP

SCALE: 1" = 2000'

E S

H E

E T

SUMMER 2026

LET'S ALL

WORK TOGETHER

TO MAKE THIS

JOB SAFE

FIR

Sheet Number Sheet Title

INDEX OF SHEETS

SS01 Signing & Striping Legend SS02 Thru SS03 Signing & Striping Plan

TitlesheetA01 Legend, Abbreviations, and IndexA02

SS04 Sign Details

TS03 Thru TS06

TS07

TS01

TS02

Flashing Beacon Details

Flashing Beacon Legend Flashing Beacon & Erosion Control Plan

Maintenance Pad Details

SS05 Sign and Post Data Table SS06 Sign Details

TS08 Thru TS09 Erosion & Sediment Control Details

R E

S C

K A

M A

S C

O U

N E

E Y

R O

A D

A T

N E

P O

R T

R D

R S

E C

N P

R O

Fi le

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M ile y

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OREGON

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OPR EF S O

LAN

U N

T Y

L A

C K

A M

Drawing

Sta. Station

Catch Basin Curb Inlet

Area Drain

Sht. Sheet

R/W Rt. Right

R Radius

Delta Angle

PT Point of Tangency

PVI Point of Vertical Inflection Edge of Asphalt Concrete

Asphalt Concrete

PVC Poly Vinyl Chloride

Ductile Iron

Begin Vertical Curve

Elevation

FT Feet

American Disabilities Act

S Slope

Each

RCP Reinforced Concrete Pipe

WES Water Environmental Services

Electrical

T Telecom

SD Storm Drain

WQ Water Quality

Composite

Thkn. Thickness

WQMH Water Quality Manhole

PRC Point of Reverse Curvature

Bottom of Curb at Face

Back of Sidewalk

ODOT Oregon Department of Transportation

Lt. Left

Length

PC Point of Curvature PCC Point of Compound Curvature

PI Point of Inflection

NO. Number

LF Linear Feet

IE Invert Elevation

G Gas GV Gas Valve

LVC Length of Vertical Curve

ACP Asphalt Concrete Pavement NOM. Nominal N.T.S./NTS Not to Scale

MJ Mechanical Joint

Max. Maximum

PE Plain End

F.T. Flat Top

VC Vertical Curve

Min. Minimum

PUE Public Utility Easement

PSUE Public Slope & Utility Easement

PSE Public Slope Easement

End Vertical Curve Existing

Flange Flow Line

DWG.

EAC

BVC

ELEV

ADA

COMP.

EVC

Extg.

FLG

F.L./FL

Proposed Storm Sewer Pipe

Existing Gas Meter

Existing Water Meter Existing Fire Hydrant

Existing Water Valve

Existing Storm Curb Inlet

Existing Sanitary Manhole

Existing Storm Manhole

Existing Street Light

Existing Utility Pole

Existing Guy To Utility Pole

Existing Gas Valve

Existing Sign

Existing Mail Box Existing Telephone Junction Box (Riser)

Proposed Sawcut Line

Proposed Storm Manhole

Proposed Storm Inlet

Proposed Minor Contour Proposed Major Contour

Proposed Signal Pole

Proposed Utility Pole Mounted Street Light

Proposed Pedestrian Signal Pole

Proposed Junction Box

T Existing Telephone Manhole

Existing Signal Controller Cabinet Existing Signal Junction Box

Proposed Curb/Gutter

F Proposed Grading Daylight - Fill

Proposed Conduit

Existing Survey Monument

MH Manhole

TC Top of Curb at Face

Proposed Grading Daylight - CutC

TRK Truck

OSSC Oregon Standard Specifications for Construction

Len

ABBREVIATIONS

LEGEND

Elec

Proposed Permanent Right Of Way Easement

TCE Temporary Construction Easement

Maintenance PadS D

Temporary Construction EasementTCE

PSE

Proposed Public Slope and Utility EasementPSUE Proposed Public Utility EasementPUE

UTILITY CONTACTS

NATURAL GAS

NW Natural (NWN)

CONTACT:

ADDRESS:

PHONE:

EMAIL:

COMMUNICATIONS

CenturyLink / Lumen Technologies

CONTACT:

ADDRESS:

EMAIL:

N/A

CONTACT:

ADDRESS:

PHONE:

EMAIL:

COMMUNICATIONS

Astound Broadband

CONTACT:

ADDRESS:

PHONE:

EMAIL:

Existing Tree Removal

Proposed Slope Easement

W Water

Permanent Right-of-Way Easement

ELECTRIC (ILLUMINATION)

Portland General Electric

CONTACT:

ADDRESS:

PHONE:

EMAIL:

Portland General Electric

WATER

N/A

CONTACT:

ADDRESS:

PHONE:

EMAIL:

SANITARY & STORM SEWER

ELECTRIC

Proposed Mailbox

Accompanied by ODOT Standard Dwg.:

RD160, TM460, TM462, TM470, TM482,

TM485, TM500, TM501, TM502, TM503,

TM676, TM681, TM687, TM688, TM700,

TM701, TM702

TBC Top of Curb at Back

E N

D , A

B B

R E

N S

, A N

D E

Permanent Right Of Way Easement

Existing Storm Sewer Line

Existing NW Natural Gas Line

Existing Sanitary Line

Existing Fence Line

Existing Minor Contour

Existing Major Contour

Existing Underground Traffic Signal Lines

Existing WaterlineW Existing Overhead Wires

Existing Underground Power Lines

Existing Telephone Line

FO Existing Fiber Optic Line

Existing Cable TV Line

Existing Deciduous/Coniferous Tree

Remove/Abandon Existing Pipe

Existing Permanent Easement

P L Existing Property Line

740 State, Rm 407 Salem, OR 97301 Joshua.Coplantz@lumen.com

353 NW 2nd Ave Canby, OR 97013

503-347-6461 Peter.Kalnins@Astound.com

Peter Kalnins

20285 SW Cipole Rd Sherwood, OR 97410

503-610-7765 Ryan.Winfree@nwnatural.com

Ryan Winfree

9480 Boeckman Rd Wilsonville, OR 97070

503-208-1027 Melissa.Anthony@pgn.com

Melissa Anthony-Morin CONTACT:

ADDRESS:

PHONE:

EMAIL:

9480 Boeckman Rd Wilsonville, OR 97070

503-329-3657 Chris.Davenport@pgn.com

Chris Davenport

Joshua Coplantz

STANDARD DRAWINGS

2026.09.13

STRIPING LEGEND

1. All pavement markings shall conform to the requirements and specifications of the

Manual on Uniform Traffic Control Devices (M.U.T.C.D.) 2023 Edition, and the Oregon Supplement to the M.U.T.C.D. 11th Edition (2026), and the 2024 Oregon Standard Specifications for construction.

2. All pre-markers for pavement markings and striping locations shall be approved by the Engineer prior to final placement.

3. All longitudinal pavement striping shall be method "A" thermoplastic, extruded, surface, non-profiled.

4. All pavement bars and legends shall be Type B-HS.

5. Existing markings not shown are to remain in place unless otherwise directed by the Engineer.

6. Existing striping removed during scoring and repaving to be installed as shown.

7. Refer to ODOT Standard Drawings TM500, TM501, TM502, and TM503 for all pavement marking details.

STRIPING GENERAL NOTESSIGNING LEGEND

Install new sign (N) on new (M) sign support.N M

Retain existing sign (N) and sign support.

Remove and save existing sign (N) and (M) sign support.RSN

RSM

EXN

Reinstall existing sign (N) and (M) sign support.RIN

RIM

N = Sign Number M = Material options are:

S = Perforated Steel Square Tube Sign Support S-2 Install stop bar - large 2' white bar per Oregon Standard Drawing TM503.

D Remove existing double no-pass two 4" yellow lines.

1. All signing shall conform to the requirements and specifications of the Manual on Uniform Traffic Control Devices (M.U.T.C.D.) 2023 Edition, and the Oregon Supplement to the M.U.T.C.D.

2. The locations of sign installation shown are approximate with the exact location to be determined in the field.

3. Existing signs not shown are to remain in place unless otherwise shown.

4. Traffic sign legend and mounting details are shown on sheets SS04 and SS05.

SIGNING GENERAL NOTES

Install transverse median bars - 1' yellow bars at 20' spacing per Oregon Standard Drawing TM500.TM

G L

E G

E N

W Retain and protect existing 4" white line.

D Retain and protect existing double no-pass two 4" yellow lines.

Reinstall existing sign (N).RIN

R E

S C

K A

M A

S C

O U

N E

E Y

R O

A D

A T

N E

P O

R T

R D

R S

E C

N P

R O

Fi le

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M ile y

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SS01

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STRIPING DETAIL

TWL Retain and protect existing two-way left turn 4" yellow lines.

ND Remove existing narrow double no-pass two 4" yellow stripe.

YLD Remove existing yiled line (white).

ND Retain and protect existing narrow double no-pass two 4" yellow stripe.

S-2 Remove existing stop bar - 2' white bar.

Install double no-pass two 4" yellow lines per Oregon Standard Drawing

TM500.D

Install 4" narrow double no pass yellow line per Oregon Standard Drawing TM500.ND

Remove existing sign (N) and remove sign support (M).RXN

RXM

LA Remove existing left turn arrow (white).

6" White Line

RSN Remove and save existing sign (N).

N Install new sign (N).

Remove and save existing sign (N) and remove (M) sign support.RSN

RXM

Reinstall existing sign (N) on new (M) sign support.RIN M

Install 6" white line per detail below.W

W-2 Remove existing 8" white line.

4+00

5+00

6+00 7+00

8+00 9+00 10+00 11+00 12+00 13+00 14+00 14+75

G P

R E

S C

K A

M A

S C

O U

N E

E Y

R O

A D

A T

N E

P O

R T

R D

R S

E C

N P

R O

Fi le

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0 804080

Scale: 1" = 80'

RX3

RXS

RS3a

RX3

RXS

RS3a

RI3a

RS17

RSS

RI17

RIS

RI4a

EX18

EX18a

See Sheet SS03 for details 1 Install solar-powered post-top flashing yellow beacon above sign. See Sheet SS06.

2 Locate 360' from Stop Line.

CONSTRUCTION NOTES:

RI3a

"A" Line

"M" Line

SW MILEY RD

R/ W

R/W

1 2

R/W R/W

R/W

NE MILEY RD

1 2

RS18

RXS

RS18a

RI18

RI18a

TRACT 1

28 29272625

6+00

7+00 8+00 9+00 10+00 11+00

G P

R E

S C

K A

M A

S C

O U

N E

E Y

R O

A D

A T

N E

P O

R T

R D

R S

E C

N P

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Fi le

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SS03

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A M

0 402040

Scale: 1" = 40'

S-2

12' 12'

12'

10'

Match Existing

STA: "M" 11+00

R/W

Match Existing

STA: "A" 20+50

S-2

10'

12' S-2

S-2

Retain Existing Gravel

Existing Edge of Pavement

EX6

EX7

RX2

RXS

TWL

YLD

EX5

EX6

EX7

RS4a

R/ W

EX11

EX12

EX13

EX14

EX15

EX16

EX9

EX9a

EX9b

RX13

RX14

RX15

RX16

EX8

R/W

"A" Line

"M" Line

SW MILEY RD

RX4

RXS

EX5

RX4

RXS

RS4a

NE MILEY RD

EX1

R/W

Proposed R/W 101a

101a

Match Existing

STA: "M" 6+50

RS10

RXS

EX1

101a

W-2

RI10

CONSTRUCTION NOTE:

Keep the "NEW" sign in place 30 calendar days after installing the new "STOP" signs.

104 1

1 2 3 4 5 7 8

9 10 11

SPEED

13 14 15 16

3(a)

9(a)

9(b)

4(a)

NOTE:

Signs shown with broken borders are existing signs.

18(a)

101 102 R1-1 36"x36" 2 Required

R2-1(45) 30"x36" 1 Required

W3-1 36"x36" 4 Required

R1-3P 18"x6" 4 Required

101(a)

W16-15P 18"x12" 2 Required

N D

R E

S C

K A

M A

S C

O U

N E

E Y

R O

A D

A T

N E

P O

R T

R D

R S

E C

N P

R O

Fi le

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M ile y

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SS04

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L A

C K

A M

EXISTING SIGN LEGEND

PROPOSED SIGN LEGEND

P O

S T

D A

A B

E V

N S

C K

A M

A S

C O

U N

E M

Y R

O A

D A

T N

E A

O R

T R

S E

O N

P R

C T

Fi le

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OREGON

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L A

C K

A M

N D

R E

S C

K A

M A

S C

O U

N E

E Y

R O

A D

A T

N E

P O

R T

R D

R S

E C

N P

R O

Fi le

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M ile y

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A M

Front View Side View

SOLAR-POWERED POST-TOP SIGN BEACON

S C

K A

M A

S C

O U

N E

E Y

R O

A D

A T

N E

P O

R T

R D

R S

E C

N P

R O

Fi le

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M ile y

Rd a t A irp or t R d\ de sig n\

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S H

B E

A C

O N

L E

G E

N D

LEGEND

1. All materials and workmanship shall conform to Clackamas County ordinances and special provisions, the 2024 Oregon Standard Specifications for construction, and the Oregon Standard Drawings listed below.

2. The contractor shall verify the locations of existing utilities and coordinate this work with the utility companies/agencies to eliminate any conflicts.

3. The contractor shall coordinate work with PGE for power service connection. The contractor shall install conduit and wiring to the power source as required by PGE. contractor shall coordinate with PGE (Melissa Anthony-Morin, 503-208-1027) for all power requirements.

4. The contractor shall field verify the location of all signal equipment before installation.

5. Equipment submittals and pole drawings shall be provided to Clackamas County by the contractor after an initial review has been completed by the project engineer. Clackamas County approval of these submittals must be obtained prior to construction.

6. Install #12 stranded copper (orange) tracer wire in all conduits. Ground all tracer wires.

7. All conduit runs shall be within right-of-way.

8. Install poly pull tape (1800 lbf min. strength, non conductive) in all conduits.

9. All underground conduits and fittings shall be schedule 80 PVC.

GENERAL NOTES:POLES

Install (T=type Clackamas County standard traffic signal mast arm pole.

See pole entrance chart and Std. Dwg. on Sheets TS03 thru TS05.

CCSM

Install (L=length) foot traffic signal mast arm.MA L

Install (L=length) foot luminaire.LA L

Retain and protect existing utility pole (power source).EX

SIGNALS

Install (S=size) inch type 1R flashing red beacon with 2" fluorescent yellow reflective sheeting on backboard per Oregon Std. Dwg. TM460.

CABINETS

Install base mounted service cabinet, 120/240 volt metered, for flashing beacon and illumination system. See wiring diagram below and Oregon Std. Dwgs. TM482 and TM485. Cabinet shall include photoelectric control behind polycarbonite window with light deflecting cover. See Special Provisions for specified FOUCH cabinet or approved equal.

BMC

CONDUITS

Install (S=size) inch electrical conduit.S

Install conduit by horizontal directional drilling. Open trench not allowed.HDD

Install conduit and wire as required by power company.W

LUMINAIRES

Install Leotek, Type 3, 155MA, 100 LED luminaire (GCM2-60J-MV-40K-3R-GY-155). Bond luminaire to pole grounding terminal.LED

Install photoelectric control relay inside the BMCL.PE

WIRES & CABLES

PL Install poly pull line.

G Install one THWN No. 6 AWG stranded copper ground wire.

JUNCTION BOXES

Install 22"x12"x12" (min. dimension) precast concrete junction box with concrete apron.

SIGNAL MOUNTING OPTIONS

B = Adjustable skybracket (No Tenon)

SIGNAL HEAD OPTIONS

1R = 12" FR

ACCOMPANIES BY DWGS:

TM460, TM462, TM470, TM482,

TM485, TM700, TM701, TM702

CLACKAMAS COUNTY DWG:

NWS4700

WASHINGTON COUNTY DWG:

Circuit Breaker (15 A, 277 V, 1-P)

Test Switch (15 A, 277 V, 1-P)

Lighting Contactor (30 A, With 120 V Coil)

120/240 Volt Single Phase Power Source

Main Breaker (100 A, 480 V, 2-P)

To Photoelectric Control (3 - No. 12 AWG)

Circuit Breaker (30 A, 480 V, 2-P)

Ckt. #1 (RED) Ckt. #2 (YELLOW)

11 7

Flasher

AC-

GND

120V SUPPLY

120V CONTROL

AC+

GND

AC+

To Flasher

Circuit Breaker (15 A, 120 V, 1-P)

NEUTRAL

METER

Install 30"x17"x12" (min. dimension) precast concrete junction box with concrete apron.

N G Install (N=number) No. (G=AWG wire size) XHHW wires.

MISCELLANEOUS

Furnish and install AXIS Q6325-LE PTZ Network Camera and mounting hardware. Camera should be field located. See detail on Sheet TS03.

PTZ

Install 33"x24"x12" (min. dimension) pole mounted camera cabinet & control equipment for the PTZ camera. See Special Provisions (section 00990.14) and detail on Sheets TS03 and TS06.

COMMUNICATIONS

Furnish and install communications equipment as shown in Camera Cabinet Component Schedule on Sheet TS06.

COM

Install new omni antenna for 4G LTE networks near the top of the signal pole.ANT

Install new LMR-400 coaxial cable from RuggedCom RX1400 to antenna.COAX

Install category 6 twisted-pair ethernet cable.CAT

OUTDOOR CAMERA CABINET

SERVICE WIRING DIAGRAM

SURGE

PROTECTOR

DUPLEX

OUTLET

CB-CAMERA

15 A

GROUND

AC+ FROM

15 A, 120 V, 1-P

BREAKER IN

SERVICE CABINET

SERVICE CABINET WIRING

FOR SIGNAL, FLASHER &

240 VOLT ILLUMINATION BMCFL

AC+

AC-

GND

To Signal Illumination Circuit Breaker (20 A, 277 V, 1-P)

To Camera Cabinet

AC-

GND

OUTDOOR CAMERA CABINET WITH

CELLULAR WIRING DIAGRAM

USB Charger

3.4 Amp

Grounded Protected

POWER CORD

RUGGEDCOM

RX1400

CAT 6 CABLE WITH

RJ45 CONNECTORS

POWER STRIP

OUTDOOR RATED

CAT 6 CABLE WITH

RJ45 CONNECTORS

CAMERA

ANTENNA

PoE Injector

PoE

INJECTOR

8+00 9+00 10+00

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R/ W

0 201020

Scale: 1" = 20'

HDDW

BMC

FLPE

POLE NO. 1

STA "M" 9+08, 21.9' LT

LED

CCSM

1.5

NOTES:

1. See Sheet TS01 for Legend.

2. Field verify all equipment before construction.

See Sheet TS07 for Maintenance Pad Details

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SW MILEY RD

"M" Line

"A" Line

2 102

Proposed R/W

B B

EROSION CONTROL LEGEND

Wattles

Concrete Wash Out

Inlet Protection

EROSION CONTROL NOTES

Install Inlet Protection, Type 4.

(See WES Std. Dwg. No. 4-23, sht. TS09)

Install Wattles.

(See WES Std. Dwg. No. 4-16, sht. TS08)

Install Concrete Washout.

(See WES Std. Dwg. No. 4-20, sht. TS08)

PTZCCCOM

CONSTRUCTION NOTE:

Keep at least 1 foot separation from the gas line.1

ANTCAT

6COAX

3 12

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D 1 D 2 D 3 D 4 D 5 D 6 D 7 D 8 TYPE TYPE WATTAGE

FIXTURE

LUMINAIRESEQUIPMENT ON POLE

180 315' TYPE 3 LED*

PED.

SIGNAL

DEG.

TERM.

CABINET

DEG.

CAMERA

CABINET

DEG.

SIGN DEG. ARM

LENGTH

ARM

DEG.

MOUNTING

HEIGHT

EQUIPMENT ON MAST ARM

(Length in Feet and Equipment Type)

15' 30' 100

REQUIRED

FOUNDATION

DEPTH

16.5'***

NO.

DWG.

NO. TYPE***

1 TS02

POLE ARM

LENGTH

See Std.

Drg.

NWS4700

FOUNDATION

INFORMATION

BRACKET MOUNT

FR = Flashing Red Beacon, Adjustable Bracket Mount Tenon Not Required (See Std. Dwg. TM462)

- 31590

PUSH

BUTTON

DEG.

- 55

FOUNDATION

CONTROL POINT

ELEVATION

108.7**CCSM5L - FR

1.0

12.5

Equipment shown on orientation diagram is an example of distance and angles of equipment that may be located on a mast arm or signal pole.

18.0

31.0

32.0

44.5

*LED Luminaire = Leotek GCM2-60J-MV-40K-3R-GY-155 **Note: Existing ground elevation is approximate. Contractor shall provide Field Verfication Form for County review prior to construction.

***Foundation depth as per Shannon & Wilson Geotech Report dated April 2026.

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PTZ

CAMERA

1.0 ft Separation

Luminaire Arm

Pole

Camera Installation Elevation Detail

Install Camera and Mount Below Existing Luminaire Arm See Detail A, This Sheet

Install Outdoor Rated Cat6 Cable, power for camera supplied by Power Over

Ethernet (POE) injector to be located in traffic signal cabinet.

Axis TQ-5001E Pole Mount

Axis TQ5001-E Wall Mount

Axis Q6325-LE PTZ Dome Network Camera System

Stainless Steel Mounting Straps

Mast Arm

Detail A - Camera and Mount

Backpack Cabinet Pole Mounting

33"x24"x12" (min. dimension) Aluminum NEMA 4X Cabinet.

See Sheet TS06 for additional details.

Pole

Cabinet Mount Per Manufacturer's Recommendation

See Washington County Std. Drg. 6922

Install pole-mounted cabinet above recessed terminal cabinet.

See detail on this sheet.

Type LB Conduit Body (Condulet). See Blue Sheets.

P O L E E N T R A N C E C H A R T

FOUNDATION

TYPE

WCSM5L

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COUNTY

LACKAMA

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Shelf

24"

33"

33" H x 24" W x 13" D | ALUMINUM NEMA 4X | PTZ CAMERA CABINET

OUTDOOR CAMERA CABINET - PANEL LAYOUT

WITH CELLULAR COMMUNICATIONS

POWER

ALARM

CELL

ANT1

ANT2

ANT3

ANT4

ANT5

SIM

+/L

-/N

GND

L N

CIRCUIT BREAKER TERMINAL BLOCK

GROUND

AND

NEUTRAL

SURGE

PROTECTION

DEVICE

END CAP

EQUIPMENT

CAMERA CABINET

DESCRIPTION

DIN RAIL

POWER OVER ETHERNET (PoE) INJECTOR

POWER STRIP

SURGE PROTECTION DEVICE

CIRCUIT BREAKER

END CAPS (2) PHOENIX CONTACT M46020 NS 35/15 OR APPROVED EQUAL.

BACK PANEL

TERMINAL BLOCK

VAISALA BOXALU-US OR APPROVED EQUAL HOFFMAN CABINET WITH

CUSTOM LAYOUT OF EQUIPMENT ON BACK PANEL, NEMA CERTIFIED

TYPE 4X, 33"Hx24"Wx12"D, ALUMINUM 0.080" 5052-H32, UL LISTED AND

ASSEMBLED IN A 508A CERTIFIED PANEL SHOP (SEE SPECIFICATIONS).

SEE DESIGN PANEL LAYOUT THIS SHEET.

CABINET POLE MOUNTING KIT

ETHERNET SWITCH (FOR LOCATIONS

WITH CELLULAR)

ZINC-PLATED STEEL, 35 mm DIN 3 RAIL, 18" LONG OR APPROVED EQUAL.

AXIS TU8006 60 W MIDSPAN.

REQUIRES ADDITIONAL ACCESSORIES:

· AXIS TU6011 MAINS CABLE

· AXIS T91A03 DIN RAIL CLIP A

STAHLIN BACK PANEL FOR ENCLOSURE, 30"x20", N SERIES, ALUMINUM

ITEM #0623195 OR APPROVED EQUAL.

240 V AC/24 V DC PNP SINGLE OUTPUT 4280N11 4-CIRCUIT

DIN-MOUNTED, FOR WIRE GAUGE 24-16 OR APPROVED EQUAL.

CABINET SHELF 10"x7" ALUMINUM SHELF.

CAMERA CABINET COMPONENT SCHEDULE

PoE Injector

USB Charger

3.4 Amp

Grounded Protected

BUS BAR

POWER CORD AC POWER CORD, 16 AWG (MIN.), BARE WIRE ON ONE END.

RUGGEDCOM, RX1400, A03+B00+C00+E00+F01+G01+V00,

LC FIBER CONNECTOR TYPES, DIN RAIL MOUNT, 120 V AC.

SIEMENS PRODUCT CODE: 6GK6014-0AM23-0BA1-Z

END CAP

UNISTRUT P1000HS STRUCT CHANNEL, 15

8" WIDE x 15

8" TALL x 12 GAUGE

WITH ROUND HOLES, HOT-DIP GALVANIZED OR APPROVED EQUAL,

CABINET MOUNT, AND 12" MOUNTING BOLTS. CONNECT WITH UNISTRUT

P1006 SERIES SPRING NUTS OR APPROVED EQUAL.

UL LISTED, RATED 120 V AC, 15 A, 600 V METAL OXIDE VARISTOR (MOV),

~50 kA SURGE CURRENT, DIN-RAIL MOUNT.

WEIDMÜLLER UL489 SINGLE-POLE MINIATURE CIRCUIT BREAKER (MCB),

RATED 15 A, 120 V, DIN-RAIL MOUNT OR APPROVED EQUAL.

ANTENNA PROXICAST AI - SHORT ANT-126-002, 10 dBI, 600 - 6000 MHz, 4G/5G WITH

POLE MOUNT OPTION OR APPROVED EQUAL.

REQUIRES ADDITIONAL ACCESSORIES:

· YAGI AI 5900-01-20' ANTENNA CABLE

ETHERNET SWITCH

POWER STRIP

TRIPPLITE 6-OUTLET POWER STRIP FOR WALL MOUNT OR APPROVED

EQUAL.

9+00

STA: "M" 9+27.82

OFF: -25.22

STA: "M" 9+08.37

OFF: -15.85

STA: "M" 9+57.70

OFF: -27.27

STA: "M" 9+78.16

OFF: -20.58

SCALE:

Maintenance Pad Section 1" = 5'

6" Thickness (Min.)

3/4-0" Compacted Aggregate Base

4.0' Slope varies

Sl. 4:1 max

Subgrade Geotextile Compacted Subgrade

Flasher Cabinet

Construct Std. Curb with 6" to 12" Exposure per Std. Dwg. S100

2% 4.0' Existing Edge of Pavement

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0 10510

Scale: 1" = 10'

M A

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"M" Line

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TS08

RENEWS: 06/30/28

65552PE

OREGON

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TS09

RENEWS: 06/30/28

65552PE

OREGON

D W A

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D E

	2026-09-13T19:55:28-0700
Wade E Scarbrough

File details come from the government source that posted it. Updated Oct 29, 2026.