300325560_Plans_Bid.pdf

SW DAWN STSW

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RD

SW CHILDS RD

LAK

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SW MCEWAN RD

RED LEAF ST

CENTERWOOD ST

KENNY ST

SW

5T H

AV

E

JEAN RD

LOWER BOONES

FER

RY R

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CLACKAMAS COUNTY

CLACKAMAS COUNTY

OREGON TI

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EE

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99E

SITE

DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT

SW PILKINGTON ROAD AT SW DAWN STREET ENHANCED CROSSING PROJECT

VICINITY MAP

SCALE: 1" = 1500'

PLANS FOR GRADING, DRAINAGE, ROADSIDE DEVELOPMENT, SIGNING, PAVEMENT MARKINGS, SIGNALS, ILLUMINATION

CLACKAMAS COUNTY

OREGON

Project Location

SEC. 29 T.1S. R.2E.

CLACKAMAS

COUNTY

UTILITY NOTIFICATION:

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: Michael Oleson, P.E.

ADDRESS: 150 Beavercreek Rd

Oregon City, OR, 97045

PHONE: 503.742.4658

EMAIL: MichaelOle@clackamas.us

SURVEYOR

CLACKAMAS COUNTY

CONTACT: Brian Paull ADDRESS: 150 Beavercreek Rd

Oregon City, OR, 97045

PHONE: 503.742.4475

EMAIL: bpaull@clackamas.us

ENGINEER

KITTELSON & ASSOCIATES, INC.

CONTACT: Sara Parks, P.E.

ADDRESS: 851 SW 6th Avenue, Suite 600

Portland, OR 97204

PHONE: 503.535.7464

EMAIL: sparks@kittelson.com

INDEX OF SHEETS

M a r c h 9 , 2 0 2 1

S A R A P A R K S

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A01

Curb Ramp DetailsBC01 Thru BC02

General ConstructionC01

Erosion & Sediment ControlFB01

RRFB & Illumination PlanMB01

MA01

RRFB & Illumination DetailsMC01-MC02

RRFB & Illumination Legend

QA01 Signing and Striping Plan and Legend

QA02 Signing Details and Sign and Post Data Table

QA03 Signing Details

A01 Titlesheet Legend and AbbreviationsA02

Roadway DetailsBB01

LE

GE

ND

A

ND

A

BB

RE

VI

AT

IO

NS

A02

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 InflectionEdge 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.

CB

CI

AD

Δ

EAC

AC

DI

BVC

ELEV

ADA

EA

COMP.

BC

BW

EVC

Extg.

FLG

F.L./FL

Permanent Right Of Way Easement

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 Storm Sewer Line

Existing NW Natural Gas Line

Existing Sanitary Line

Existing Fence Line

Existing Street Light

Existing Utility Pole Existing Guy To Utility Pole

Existing Gas Valve

Existing Sign Existing Mail Box

Existing Telephone Junction Box (Riser)

T T T

G G G

X X X X X

Proposed Sawcut Line

Proposed Storm Manhole

Proposed Storm Inlet

Existing Minor Contour

Existing Major Contour

Proposed Minor Contour Proposed Major Contour

Proposed Sidewalk

GV

Proposed Utility Pole Mounted Street Light

Proposed Pedestrian Signal Pole

Proposed Junction Box

Existing Underground Traffic Signal Lines

Existing WaterlineW W W

Existing Overhead WiresOHW OHW

Existing Underground Power LinesOHW OHW

T Existing Telephone Manhole

Existing Signal Controller Cabinet Existing Signal Junction Box

Existing Telephone Line

FO FO Existing Fiber Optic Line

Proposed Curb/Gutter

F F F F F F F Proposed Grading Daylight - Fill

Existing Sanitary Force Main Line

Proposed Conduit

Variable Depth Grind and 4" Inlay

Existing Survey Monument

MH Manhole

TC Top of Curb at Face

Proposed Grading Daylight - CutC C C C C C

TRK Truck

OSSC 2021 Oregon Standard Specifications for Construction

Len

ABBREVIATIONS

LEGEND

Elec

Proposed Permanent Right Of Way Easement

TCE Temporary Construction Easement

Full Depth ACP Repair

Bark Mulch Installation

ACP Driveway Repair

Concrete Driveway Repair

Existing Cable TV LineCTV CTV

S D

Temporary Construction EasementTCE TCE

PSE PSE

Proposed Public Slope and Utility EasementPSUE PSUE

Proposed Public Utility EasementPUE PUE

UTILITY CONTACTS

NATURAL GAS

NW Natural (NWN) CONTACT: Ryan Winfree ADDRESS: 220 NW Second Ave

Portland, OR 97209

PHONE: 971.378.2448

EMAIL: NWNSherwoodEngineering@nwnatural.com

COMMUNICATIONS

Comcast CONTACT: Matt Bravo ADDRESS: 11308 SW 68th Parkway

Tigard, OR 977223

Water Environmental Services (WES) CONTACT: Don Kemp

ADDRESS:

PHONE: 503-742-4577

EMAIL: donkem@clackamas.us

COMMUNICATIONS

Ziply CONTACT: Rui Wu ADDRESS: 4155 SW Cedar Hills Blvd

Beaverton, OR 97005

PHONE: 971.990.7269

EMAIL: rui.wu1@ziply.com

Existing Tree Removal

Proposed Slope Easement

W Water

Permanent Right-of-Way Easement

Existing Deciduous/Coniferous Tree

Remove/Abandon Existing Pipe

Existing Berm Top of Bank

Existing Permanent Easement Existing Property Line

ELECTRIC (ILLUMINATION)

Portland General Electric (M5952300)

CONTACT:

ADDRESS:

PHONE:

EMAIL:

Portland General Electric (M5952294)

CONTACT:

ADDRESS:

PHONE:

EMAIL:

WATER

Clackamas River Water (CRW) CONTACT: Joe Eskew ADDRESS: 16770 SE 82nd Drive

Clackamas, OR 97015

PHONE: 503.747.8520

EMAIL: jeskew@crwater.com

Rico Solis

Rodrigo.Solis@pgn.com

Eric Parker

503.806.3556 eric.parker@pgn.com

SANITARY & STORM SEWER

D

ELECTRIC

Proposed Mailbox

Permanent Seeding Installation

121 SW Salmon St Portland, Oregon, 97204 503.403.9084

150 Beavercreek Road #430 Oregon City, OR 97045

Accompanied by WES Dwg.:

SWM-14, SWM-18, 4-9, 4-24

Accompanied by Clackamas County Dwg.:

C100, D650, D675, R100, S100, S150, S960, T100, T130, T150, T250, T400

Accompanied by Oregon Standard Dwg.:

RD363, RD700, RD722, RD900, RD902, RD904,

RD910, RD920, RD960, TM457, TM467,

TM470, TM482, TM485, TM500, TM503,

TM671, TM676, TM681, TM687, TM688,

TM700, TM701, TM702

TBC Top of Curb at Back

CubicCU

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121 SW Salmon St Portland, Oregon, 97204

PHONE: 503.351.9331

EMAIL: matthew_bravo@comcast.com

Grouted riprap

STANDARD DRAWINGS

Digitally Signed 2026.06.24

BB01Fi le

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M A Y 14 , 2 0 19

RO

AD

W

AY

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AI

LS

Width Varies (2' min)

Varies Wet pour grout Nom. Thkn. - 4"

(See note 2)

4" - 6" rounded rocks embedded, (See note 2)

Sidewalk finished grade elevation (Typ.)

Curb & Gutter 1" (min.) rock exposure above curb (2" max.)

NOTES

1. See General Construction Plans and Curb Ramp Details for intended locations of grouted round rock.

2. For grouted round rock, after removal of forms from curbs and sidewalks, pour grout to the depths specified in sections. While grout is still wet take individual 4"-6" round non-angular rocks and press into the wet grout to the exposure depths shown. Wet grout will raise to an indeterminate height not to exceed the finished grade surface shown.

3. For grouted round rock, place round rocks at random spacing without any continuous open gaps greater than 1".

Riprap geotextile

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C

C

C

C

C

C

C

C

C

FL:(99.09)

TC:(98.73)

FL:(98.66)

(99.74)

(99.19)

TC:(99.60)

FL:98.90

FL:98.83

TC:98.90

TC:98.83

TC:99.01

99.11

98.89

98.97

99.60

FL:98.74

TC:98.99

FL:98.76

FL:99.02

TC:99.52

(99.00)

1.3%

1.5%

2.9%

2.

9%

1.

4%

7.

0% 6.

9%

1.

3% 1.

4%

4.

5% 4.

1%

1.

0%

1.4%

1.7

7.3%

4.

8%

1.2%

1.5%

2.0%

5.

9.

5.

4.

1.

7.

4.

5.

9.

5.

5.

5.00'

4.68' 5.44'

6.96'

7.00'

5.11'

5.00'5.00'

5.00'

5.00'

5.

5.

1+00 1+25 1+48.27

-1.39%

ST

A

.5

EL

EV

9.

ST

A

.2

EL

EV

8.

-1.39%

ST

A

.5

EL

EV

9.

ST

A

.2

EL

EV

8.

Ramp Landing

BC01

CU

RB

R

AM

P

DE

TA

ILS

0 52.55

Scale: 1" = 5'

ABBREVIATION

TC = Top Face of Curb (Elevation ft.)

BC = Bottom Face of Curb (Elevation ft.)

FL = Flow Line Along Gutter (Elevation ft.)

(XXX.XX) = Match Extg. Grade

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SW

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R oa d

Truncated dome detectable warning surface

Turning space

Sidewalk

LEGEND

Transition panel*

Relocate utility pole

Sawcut

Existing GradeFinish Grade at FL

CURB RETURN PROFILE

Horizontal Scale: 1"=10'

Vertical Scale: 1"=2'

R/ W

RRFB Pole

R/ W

"PNW" Sta. 1+07.50

"PNW" Line

"PNW" Sta. 1+38.27

GENERAL NOTES

1. Slopes hold over elevations. contractor shall take all necessary field measurements to verify plan design meets ADA compliance and notify the engineer if the ramps cannot be constructed as shown.

Refer to specification section 00759 for full requirements.

2. See ODOT Std. Dwgs. RD900 through RD960 for details not shown.

3. Contractor shall keep the concrete structure free from contact, strain, and public traffic for at least 7 calendar days or longer as directed according to standard specification 00759.51.

4. Contractor shall notify Clackamas County once ramps are completed for a post ramp construction inspection.

F

F

F F

F F

F F

F F

F F

F F

F F

F

F F F F F

F F

F F

F

F F F F F F F F F F

F F

F F

F F

F F

F F

F F

F F

F F

TC:(99.22)

TC:99.03

TC:98.95

TC:98.67 TC:98.71

TC:(98.74)

FL:98.47

FL:98.17 FL:98.21

FL:(98.24)

FL:98.53

FL:(98.72)

PI

: 1

.0

PC

: 1

.8

Mid:

1+

.71

PT: 1+35.55

PC: 1+40.56

Mid: 1+44.18

PRC: 1+47.79

Mid: 1+51.40

PT: 1+55.02

L15.68' R10.00' D89.85

L7.23' R10.00'

98.86 98.93 98.98

98.8698.78

7.2%

7.3% 1.5% 1.0%

1.5%

1.

5%

7.

2%

7.

3%

0.8%

1.

3%

1.0%

4.0%

4.

0%

5.

15.69'

5.00' 4.50'

5.

5.00'4.50'

L7.23' R10.00'

4.

1.

5%

1.

5%

98.91

98.96 99.03

5.00'

5.

1.4%

0.

7%

1.

1%

1+00 1+25 1+50 1+65.02 Ramp Landing

Ramp Landing

-0.80% -0.80% -0.80% 2.81% 1.31% 1.31%

ST

A

.3

EL

EV

8.

ST

A

.8

EL

EV

8.

ST

A

.8

EL

EV

8.

ST

A

.7

EL

EV

8.

ST

A

.5

EL

EV

8.

ST

A

.5

EL

EV

8.

ST

A

.0

EL

EV

8.

-0.80% -0.80% -0.80% 2.81% 1.31% 1.31%

ST

A

.3

EL

EV

8.

ST

A

.8

EL

EV

8.

ST

A

.8

EL

EV

8.

ST

A

.7

EL

EV

8.

ST

A

.5

EL

EV

8.

ST

A

.5

EL

EV

8.

ST

A

.0

EL

EV

8.

BC02

SW Dawn Street

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0 52.55

Scale: 1" = 5'

CU

RB

R

AM

P

DE

TA

ILS

R/W

R/ W

Sawcut

RRFB Pole

"PNE" Sta. 1+55.02

"PNE" Line

"PNE"

Sta. 1+10.34

Existing Grade

"PNE"

Sta. 1+23.76

CURB RETURN PROFILE

Horizontal Scale: 1"=10'

Vertical Scale: 1"=2'

ABBREVIATION

TC = Top Face of Curb (Elevation ft.)

BC = Bottom Face of Curb (Elevation ft.)

FL = Flow Line Along Gutter (Elevation ft.)

(XXX.XX) = Match Extg. Grade

GENERAL NOTES

1. Slopes hold over elevations. contractor shall take all necessary field measurements to verify plan design meets ADA compliance and notify the engineer if the ramps cannot be constructed as shown.

Refer to specification section 00759 for full requirements.

2. See ODOT Std. Dwgs. RD900 through RD960 for details not shown.

3. Contractor shall keep the concrete structure free from contact, strain, and public traffic for at least 7 calendar days or longer as directed according to standard specification 00759.51.

4. Contractor shall notify Clackamas County once ramps are completed for a post ramp construction inspection.

Truncated dome detectable warning surface

Turning space

Sidewalk

LEGEND

Transition panel*

1+00

1+

1+

1+

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CONSTRUCTION NOTES

1 Sawcut & remove extg. pavement, sidewalk, and curb

SW Dawn Street

SW

P ilk in gt on

R oa d

Pilkington Park Driveway

R/W

R/W

R/ W

0 201020

Scale: 1" = 20'

3 Const. Standard Curb (See County Std. Dwg. No. S100)1

5 Const. concrete walks (See County Std. Dwg. No. S960)

6 Const. curb ramp Inst. truncated domes on new surfaces (See shts BC01 thru BC02 for details)

8 Utility pole to be relocated by Ziply

69 9 Remove existing storm drain inlet

10 Install curb inlet with GB basin with 18" sump.

Connect to existing 12" pipe Rim = 98.15 I.E. Out (South) = 96.01 (Match Extg.)

(See WES Std. Dwg. No. SWM-14 and SWM-18)

C01

GE

NE

RA

L C

ON

ST

RU

CT

IO

N

19050 SW Pilkington Rd Taxlot No. 4100

19040 SW Pilkington Rd Taxlot No. 4007

19043 SW Pilkington Rd Taxlot No. 2600

11 Inst. bark mulch, 4" depth

12 Inst. permanent lawn seeding over 4" topsoil

2 Construct AC Standard Structural Section for Collector (See County Std. Dwg. No. C100)

7 Const. grouted riprap (See sht BB01 for details)

13 Remove existing sign (See sht. Signing and Striping Plans for details)

"PNE" Line

"PNW" Line

4 Const. Standard Curb and Gutter (See County Std. Dwg. No. S150) Sta. "PNW" 1+07.50 to 1+38.27 Sta. "PNE" 1+10.34 to 1+55.02

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LEGEND

SW Dawn Street

SW

P ilk in gt on

R oa d

Pilkington Park Driveway

R/W

R/W R/

W

0 201020

Scale: 1" = 20'

Existing ROW Line

Proposed Major Contours250

Extg./Proposed CB Flow Arrow

Existing Major Contours250 Existing Minor Contours249

Proposed Minor Contours249

Inlet Protection

Trees to Remain

CONSTRUCTION NOTES

1 Install Inlet Protection.

(See WES Std. Dwg. No. 4-24)

2 Install Check Dam Biofilter Bags.

(See WES Std. Dwg. No 4-9)

3 Area of Seed or Mulch Restoration.

(See Sht. C01 for Details)

FB01

ER

OS

IO

N

SE

DI

ME

NT

C

ON

TR

OL

Biofilter bags

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PGE to connect power service (Work Order #M5952294)PWR

S Install (S=size) inch conduit.

Preserve and protect utility pole.EX

UP

BMC Install base mounted service cabinet, 100A, 120/240 volt, metered, for RRFB. See Wiring Diagram on MC01.

BMC shall be FOUCH or approved equal.

W Install conduit and wiring per PGE requirements.

1. All streetlights shall be PGE Schedule 95 Option A.

2. All materials and workmanship shall conform to the Clackamas County Ordinances and special provisions, the 2024 Oregon Standard Specifications for Construction, the referenced Oregon Standard Drawings, and PGE requirements.

3. All electrical equipment shall conform to the current standards of the National Electrical Manufacturers Association (NEMA) and the Underwriters Laboratories, Inc. (U.L.) wherever applicable. In addition to the requirements of the plans, standard specifications, and the special provisions, all materials and workmanship shall conform to the current requirements of the National Electrical Code (NEC) the National Electrical Safety Code, standards of the American National Standards Institute (ANSI), and any local ordinances which may apply.

4. Location of illumination conduits and junction boxes are approximate. Coordinate with other utilities to ensure proper installation.

5. Contractor shall coordinate with PGE for power service for the RRFB and street lighting system(s). The contractor shall coordinate wiring to the power source as required by PGE. The contractor shall coordinate with ERIC PARKER (RRFB Service, 503-806-3556) and RICO TORRES SOLIS (Illumination, 503-403-9084) a minimum of 4 weeks before starting PGE related infrastructure to schedule a coordination meeting for all power requirements. Reference PGE Work Order M5952294 (RRFB Service) and M5952300 (Illumination).

Contractor shall contact PGE a minimum of 2 weeks prior to required PGE inspections.

6. Equipment submittals shall be provided to PGE by the contractor after an initial review has been completed by the project engineer. PGE approval of these submittals must be obtained prior to construction.

7. Existing street lights shall remain operational during construction unless approved otherwise in writing by Clackamas County.

8. Location of poles, junction boxes, and conduit shall be installed as shown on plans. If conflicts arise, pole, junction box, and conduit location may be modified in the field per engineer approval. All equipment must be placed within the right of way. Place conduit in the same trench as other conduits when possible.

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

10. The engineer shall field verify the location of all signal equipment before installation.

11. All concrete boxes shall be placed in sidewalk or concrete apron.

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

13. Conduits shall be placed in the same trench with other conduits when possible.

14. Top of signal and pedestrian pole foundations shall match top of finished grade of sidewalk.

15. All conduit runs shall be placed within the right-of-way.

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

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

LEGEND

Install 17"x10"x12" (min. dimension) precast concrete junction box with concrete apron.

JB

1A

HDD Install conduit by horizontal directional drilling, open trench not allowed.

Install light pole number (N), see lighting notes and light pole and luminaire schedule.

LP

(N)

1. The luminaire shall be a PGE approved LED, supplied and installed by PGE. The PGE approved luminaire is:

Manufacturer: Catalog Number:

Leotek, 88W LED GCM2-40H-MV-WW-2R-GY-700-PCR7-RWG-WL-FDC-PGE

2. The photoelectric control relay shall be extended life twist lock and PGE approved.

3. The pole type for the proposed pole shall be supplied and installed by PGE.

Streetlight Pole: Catalog Number:

Valmont 250075105D4Z-SBF-11"BC Hapco 41-103PGE P&K Poles (Flagpole Inc) RTA7L25AAD1432D

4. Anchor pole footing shall be PGE-approved precast concrete base, supplied by PGE and installed by the contractor. The PGE-approved footing shall be 14" square by 60" high.

5. The PGE approved junction boxes are:

Streetlight 1730 J-Box: Catalog Number:

Newbasis - 17"x30"x18" (90003480) FCA173018T-90026 Quazite (Hubbell) - 17"x30"x18" (90003480) A42173018A017 Oldcastle/Carson Industries - 17"x30"x18" (90003480) 17301726 Highline - 17"x30"x18" (90003480) CHA173018HE1 Armorcast - 17"x30"x18" (90003480) A6001640TAX18

6. Wire for use between the junction box and the fixture shall be: #10 AWG, 600 Volt, 3-Conductor, Class B Stranding, Type TC, with Sunlight-Resistant 45-mil PVC Jacket. Suitable for direct burial installations. Insulation to be black, red, and green per NEMA WC-7 for NEC appli-cations (TFN, THWN, THHN), with fillers or binding tape added to produce round outer jacket, rated 90ᵒC dry and 75ᵒC wet, 1,000 ft NR reels. Jacket to display sequential footage markings. 2 reel labels, one attached to the outside flange surface, one attached to the drum wrapping; each to detail total footage, inside or starting footage. Contact PGE for suppliers.

PGE APPROVED STREET LIGHTING EQUIPMENT

MA01

CC Install actuated beacon system controller cabinet.

BMC

Install (X=Number) sided rectangular rapid flashing beacon system (pedestrian pedestal, with florescent yellow-green S1-1 sign) using Clackamas County preferred manufacturer or approved equal per Clackamas County Std. Dwg. T400.

XR

PP

LUM Install new luminaire with photocell. See light pole schedule.

Install approved 17"x30"x18" precast concrete junction box per PGE specifications.

JB

PGE

RR

FB

A

ND

IL

LU

MI

NA

TI

ON

LE

GE

ND

Accompanied by ODOT Standard Dwgs.:

TM457, TM467, TM470, TM482, TM485,

TM700, TM701, TM702

CABINETS

POLES

JUNCTION BOXES

CONDUITS

WIRES & CABLES

GENERAL NOTES

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

JB

2A

N G Install (N=Number) no, (G-AWG wire size) XHHW wire.

PL

LW

Install poly pull tape (1800 lbf min. strength, non-conductive).

Install #12 copper standard (orange) tracer wire.

Remove existing luminaire.RX

LUM

OHW

OHW

OHW

OHW

OHW

OHW

OHW

OHW

OHW

OHWOHWOHWOHWOHWOHWOHWOHW

OH

W

OH

W

OH

W

OH

W

OHW OHW OHW OHW OHW

OHW

OHW

OHW

OHW

OHW

OHW

OHW OHW

1+

1+

1+00

1+

0 10510

Scale: 1" = 10'

MB01

RR

FB

A

ND

IL

LU

MI

NA

TI

ON

P

LA

N

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2R

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2R

PP

JB

2A

BMC

3HDD

W

CCPOLE NO. 1

POLE NO. 2CC

EX

UP PWR

CONSTRUCTION NOTES:

Coordinate power source and connection details for street lighting system with PGE. Reference PGE Job M5952300.

Coordinate power source connection for RRFB system with PGE. Reference PGE Job M5952294.

Trim 10' of tree branches to provide space for new street light pole installation.

Contractor to retain and protect existing PGE conduit that goes from existing pole D2119A-4727 to the north.

GENERAL NOTES

1. See Sheet MA01 for legend.

2. Field verify all measurements.

3. Water main estimated depth 24" from top of nut to existing pavement

4. Gas line estimated cover varies from 25" to 31". Pothole data available upon request.

LP

JB

PGE

SW Dawn Street

SW

P ilk in gt on

R oa d Pilkington Park Driveway

W

W

LUM

1+34.93 "PNE", 5.98' RT

1+24.05 "PNW", 6.08'RT

3"

3"

HDD

HDD

"PNE" Line

"PNW" Line

R/W

R/ W

R/ W R/

W

New Pole Location Subject to Approved Ziply Relocation Plan

JB

PGE

6 10

W 3"

HDD

3 10

W

PL LW

PL LW

3 10PL LW

3 10PL LW

PL LW

RX

LUM

Pole No. D2119A-4727

See Note 3

See Note 4

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D

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N

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.

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

LIGHT POLE TABLE

CROSSWALK PHOTOMETRIC ANALYSIS SUMMARY

EQUIPMENT ON POLE

RECT. FLASH

BEACON

DEG.NO. TYPEPOLE PED.

PUSHBUTTON

DEG.

See

TM650

thru

TM653

SIGN

DEG.

2 PP/3

PP/3

0/180

0/180

0/180

0/180

POLE ENTRANCE CHART

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

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

120/240 Volt Single PhasePower Source

To RRFB CircuitAC+

GND

AC-

M(T(R

S(RV,C( CAB,N(T :,R,NG F2R

120/240 V2/T S,GNA/ S(RV,C(

BMC

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RX

SLM

0 201020

Scale: 1" = 20'

QA01

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STRIPING LEGEND SIGNING LEGEND

Install staggered continental crosswalk 2' white bars per Oregon Standard Drawing TM503.CW-SC

CW-SC

S

NDW-2

Install 8" line (white) per Oregon Standard Drawing

TM500.

W-2

ND

S

Install 4" narrow double stripe (yellow) per Oregon Standard Drawing TM500.

Install stop bar per Oregon Standard Drawing TM503.

Remove existing shared lane marking.

RX

SLM

RX

SLM

RX

CW

RX

S

RX

CW Remove existing crosswalk

RX

S Remove existing stop bar

Install new sign (N).

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

N

Remove existing sign (N) and (M) sign supportRXN M

Remove existing sign (N) from existing sign supportRXN

S

RX1

S

RX2

S RX3

S 102a

RX2

S

RX3

RX4

RX5

101a

101b

SW Dawn Street

SW

P ilk in gt on

R oa d

Pilkington Park Driveway

Match Existing

11' 21.75'7'

EX

W-2 Retain and protect existing 8" white line.

EX

W-2

RRFB

Install RRFB with school crossing sign (S1-1) per Flashing Beacon plans.RRFB

RRFB

R/W

R/W

R/ W

R/ W

70'70'

S

102a

N = Sign Number M - Material options are:

S = Perforated Steel Square Tube Sign Support

200' from crosswalk

Approx. 280' from crosswalk

STRIPING GENERAL NOTES

1. All pavement markings shall conform to the requirements and specifications of the Manual on Uniform Traffic

Control Devices (M.U.T.C.D.) 11th Edition, and the Oregon Supplement to the M.U.T.C.D., 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.

SIGNING GENERAL NOTES

1. All signing shall conform to the requirements and specifications of the Manual on Uniform Traffic Control Devices

(M.U.T.C.D.) 11th 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. Signs located on traffic signal poles reference the signal design plans.

5. Traffic sign legend and mounting details are shown on sheets QA02.

6. Refer to Clackamas County Standard Drawings T100, T130, T150, and T250 for Street Name sign and mounting details.

EX

ND

EX

ND Retain and protect existing narrow double no pass lane.

W-2 4'

RX2

S RX6

EX

W-2

EX

W-2

EX

ND

EX

ND

1 2 3 4 5 6

R1-1 36"x36" 1 Required

S1-1 36"x36" 2 Required

102a W16-9P 24"x12" 2 Required

101b D3-1 42"x12" 1 Required

101a D3-1 60"x12" 1 Required

5'-0"3'-6"

1'-0" 1'-0"

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EXISTING SIGN LEGEND

PROPOSED SIGN LEGEND

QA02

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QA03

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