00017014_Exh 6 to Sample Contract_Plans.pdf

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59V-084

MARION COUNTY

PACIFIC HIGHWAY EAST

OR99E: NEAR BASILIO DR. (HUBBARD) PROJECT

R_M25049_ts_01.dgn :: Default 4/27/2026 3:39:36 PM hwye07x

INDEX OF SHEETS

SHEET NO. DESCRIPTION

Title SheetA01

A02 Index Of Sheets Cont. & Std. Dwg. Nos.

ADMINISTRATION

FEDERAL HIGHWAY

DIVISION

OREGON

PROJECT NUMBER

NO.

SHEET

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

A01A01EDIT TEXT

(503) 232-1987).

The Oregon Utility Notification Center Is

The Center (Note: The Telephone Number For

You May Obtain Copies Of The Rules By Calling

Through OAR 952-001-0100.

Those Rules Are Set Forth In OAR 952-001-0001

By The Oregon Utility Notification Center.

Oregon Law Requires You To Follow Rules Adopted

ATTENTION:

LET'S ALL

WORK TOGETHER

TO MAKE THIS

JOB SAFE

F

IR

S T

A F E

Y

F E

F E

F E

F E

F E

F E

F E

F E

F E

F E

F E

F E

F E

F E

F E

F E

F E

F E

F E

F E

F E

F E

F E authority.

and approved by the ODOT Chief Engineer or their delegated

Exceptions to these standards, if any, have been submitted

These plans were developed using ODOT design standards.

PLANS PREPARED FOR MAINTENANCE

BY: ________________________________

Signature & date

Robert E. Harrison - R2 Tech Ctr. Mgr.

Print name and title

ST. HELENS

ASTORIA

TILLAMOOK

MCMINNVILLE

ALBANYNEWPORT

CORVALLIS

HOOD

RIVER

DALLES

THE

MADRAS

PRINEVILLE

BEND

COQUILLE

GRANTS

PASS

Ashland

BURNS

KLAMATH

FALLS

CONDON

MORO

PENDLETON

LA GRANDE

ENTERPRISE

VALE Ontario

PORTLAND

SALEM

MEDFORD

EUGENE

ROSEBURG

Athena

N. Powder

Unity Dayville

Sisters

Juntura

Frenchglen

Burns Jct.

McDermitt

Paisley

La Pine

Crescent

Biggs

Lexington

Hermiston Boardman

Ukiah

Arlington

Malin

Brookings

Coos Bay

Drain

Canyonvil le

Reedsport

Oakridge

Goshen Florence

Lincoln City

Waldport

Home Sweet

Detroit Antelope

Maupin

Forest Grove

Hebo

Cannon Beach

Seaside Rainier

Milton-Freewater

W

26 35 197

39519

3953197

Bonanza

Junction City

BAKER CITY

HEPPNER

Copperfield

Lake Silver

Junction CaveBEACH

GOLD

Orford Port

LAKEVIEW

CANYON

CITY

Day John

HILLSBORO

DALLAS

Redmond

Val ley Jordan

STATE OF OREGON

DEPARTMENT OF TRANSPORTATION

PLANS FOR PROPOSED PROJECT

DRAINAGE, PAVING, CURB RAMPS, SIGNING & SIGNALS

C

T. 4 S., R. 1 W., W.M.

O

N E

MTRAPED

G

R

OI

ATROPS

MP 29.0

PACIFIC HWY. EAST

NINA PL.

BAINES BLVD.

M

ILL CREEK LN.

KU

RT

H

AV

E.BAINES BLVD.

TH

THOM

AS W

AY

M.P. 28.85

ST

ST.

6T

AVE.

VICKIE

O

NBEAMCT.

3R D

'A' 'C'

'B'

'D'

'E'

'F'

PARK

SHOPS

BARENDSE

KARI LN.

CIR.

PARKW

AYBLVD.

PACIFICLINDSEY

BASILIO

RUDOMETKIN

DR.

DR.

ELM ST.

ASH

BI

LO

U

AL

ER

APLE ST.

AVE.

ALLEN PL.

CT.

PA

IF

IC

PEGGYS

LN.

SAUNDERS

4T

7T

5T

9T

JUNE 2026

o o d b u r n

PROJECT SITE

NINA PL.

ILL CREEK LN.

Y.

EA

1E

UN

IO

RR

CI

FI

99E

2N

1S

Station Gas

MarketHUBBARD

OREGON TRANSPORTATION COMMISSION

TRANSPORTATION

INTERIM DIRECTOR OF

COMMISSIONER

VICE CHAIR

CHAIR

Lisa Sumption

Vacant

Phil Chang

Jeff Baker

Lee Beyer

Julie Brown

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R_M25049_ts_01.dgn :: Default 4/27/2026 3:39:38 PM hwye07x

ADMINISTRATION

FEDERAL HIGHWAY

DIVISION

PROJECT NUMBER

NO.

SHEET

SEE SHEET A01

A02http://www.oregon.gov/ODOT/Engineering/Pages/Standards.aspx

Standard Drawings located on the web at:

SHEET NO. DESCRIPTION

INDEX OF SHEETS, CONT.

ROADWAY DETAILS

Curb Ramp Components And Legend- RD900

Curb Ramp Legend And Corner Identification- RD901

Standard Dwg. Nos.

BA01 Details

ROADWAY CONSTRUCTION

C01 General Construction

Sidewalk Joints And Transition Panels- RD722

Curb Ramp Details BB03 Incl.

BB01 Thru

Standard Manhole Details- RD336

Pipe To Structure Connections- RD339

24" Manholes- RD343

Standard Manhole Base Section- RD344

Pipe To Manhole Connections- RD345

Manhole Covers And Frames- RD356

Gutter Transition At Inlet- RD363

Frames & Grates For Concrete Inlets- RD365

Concrete Inlets Type CG-1, CG-2- RD366

Curbs- RD700

Combination Curb Ramp- RD932

Combination Curb Ramp Single Ramp- RD938

No R/W Map

EA01, EA02 Traffic Control Plan

TRAFFIC CONTROL

LA01

SIGNS

Signing & Striping Plan

Tables, Abrupt Edge and PCMS Details- TM800

Temporary Sign Supports- TM821

Temporary Pedestrian Accessible Routes- TM844

2-Lane, 2-Way Roadways- TM850

Combination Curb Ramp- RD930

LA02 Sign and Post Data Table

MA01

SIGNALS

Flashing Beacon Plan

MA02 Existing Utilities

MA03 Details

Sign Installation Details- TM200

Pedestal Foundation and Traffic Signal Assembly- TM457

Pedestrian Signal Mount and Pedestrian Pushbutton Details- TM467

Rectangular Rapid Flashing Beacon (RRFB) Assemblies- TM493

Pavement Marking Standard Detail Blocks- TM503

Intersection Pavement Markings (Crosswalk, Stop Bar & Bike Lane Stencil)- TM530

3 Second Gust Wind Speed Map- TM671

Sign Attachments- TM676

Perforated Steel Square Tube (PSST) Anchor Foundation- TM687

Perforated Steel Square Tube (PSST) Sign Support Installation- TM681

BC01 Pipe Data

Trench Backfill, Bedding, Pipe Zone And Multiple Installations- RD300

Multi-Post Breakaway Sign Supports Notes- TM600

Multi-Post Breakaway Sign Supports Details- TM601

Triangular Base Breakaway Multi-Directional Slip Base Design- TM602

Breakaway Sign & Luminaire Supports - Support Location Guidelines- TM635

Miscellaneous Sign Placement Details- TM201

Inlet Protection Type 2, 3, 6, 7, 10 And 11- RD1010

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RENEWS: 12-31-2027

86981PE

RE

GI

ERE

D PROFESSIONALEN

GINEER

OF TRANSPORTATION

OREGON DEPARTMENT

Checker:CADD Tech:

Designer:

SHEET NO.

Reviewer:

DETAILS

Derryl James

N/A

James Darnell Jr.

Jeff Larson

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Concrete drain pipe

3" PVC

P a y l im it

PLAN

A A

(Normal sidewalk cross slope)

(Max. 2.0% finished surface slope)

Slope 1.5 % max.

2. All concrete shall be commercial grade concrete.

Place contraction joint over top of pipe.

1. Use where shown on plans, and allowed by jurisdiction.

GENERAL NOTES FOR ALL DETAILS:

24"

Top of sidewalk wire reinforcement

4x4 - W4xW4 welded

Contraction joint

2"

4" drain pipe

3" PVC

18"

3"

SECTION A-A

Sidewalk joint

Sl.

1:3

Sl. 1:3

PROFILE

Sidewalk

3" drainage pipe

1' 1'

Slope 1.0%

BA01

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CURB RAMP DETAILS

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TFC

TBC

TBC

TFC

FG

PAVEMENT REPLACEMENT AT CURB RAMPS

Ramp

Arrows to point downward

SLOPE DIRECTION

6"

Counter slope var. 1.5 % to

7.5 %

Ramp runs slope

4%

CURB RUNNING SLOPE = 4%

see general notes 1 and 2)

(Shown for reference only, Indicates full height curb & gutter, Gtr. line

See general note 2 directed towards the gutter.

For curb ramps with the counter slope

OPTION "B"

see general notes 2 and 3)

Indicates standard curb, Gutter line

6"

5.0% ≤ C

RS ≤ 7

.5% Max.

Tooled dummy joint

Thkn. - 4" Aggr. base directed towards the gutter and CRS ≥ 5%

See general note 2

CURB RUNNING SLOPE ≥ 5%

OPTION "C"

Ramp run slope must equal curb running slope.

Monolithic curb const. reqd.

6"See general note 2

CURB RUNNING SLOPE ≤ 2%

see general notes 1 and 2)

Indicates full height curb & gutter, Gtr. line directed away from the gutter.

OPTION "A"

≤ 1.5%

(See dwg. no. RD722) Contraction joint

1'

Sawcut

Nom. comp. thkn. - 12" Aggregate base

Nom. thkn. - 4" Commercial asphalt ACP base course

Nom. thkn. - 3" Commercial asphalt ACP wearing course

2' 1.4'

Gtr.

LEGEND

E=X" FG xxx.xx XX+XX.XX, xx.xx, curb exposure point Station, offset, elevation, Ramp number

Softscape

R#

2. Width to match adjacent gutter pan, if present.

GENERAL NOTES

3. For profile and cross slope, see project plans.

1. See dwg. no. RD700, and project plans, for additional curb details.

5. For curb ramp legend (See dwg. nos. RD900 & RD901)

4. Curb exposure E = 3" to 9". Vary as shown on project plans, or as directed.

(Example transition from E = 0 & CRS = 4% to E = 7" CRS = 1.5%)

6. Curb Running slope to transition between E= 0 and E = Full height curb (3" to 9").

1st lift - 2" 2nd lift - 2" Curb & gutter

BB01

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DESIGN EXCEPTION

CROSSING CLOSURE

LRM NO.

CORNER POSITION

RAMP NO.

HWY:

M.P.:

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(For location, see sht. C01)

"CR01" CURB RAMP

SCALE 1" = 5'

6. For curb ramp curb and gutter details (See sht. BC01).

5. Sawcut and replace pavement per pavement replacement detail (See sht. BC01).

See dwg. RD722, for sidewalk joint details.

4. Construct concrete joints as shown on plans, or as directed by Engineer.

3. For curb ramp detail legend (See sht BC01 and dwg. nos. RD900 & RD901)

2. Max. cross slope change on ramp 0.5% per foot.

1. Slopes hold over elevations.

CONSTRUCTION NOTES

PACIFIC HWY. EAST (OR99E)

FG 184.16

40+00, 10.3' Rt.

FG 184.25

40+05.94, 10.2' Rt.

FG 184.65

40+11.90, 7.7' Rt.

FG 184.66

40+11.94, 10.1' Rt.

FG 184.71

40+17.90, 7.6' Rt.

FG 184.72

40+17.94, 10' Rt.

FG 184.64

40+24.02, 9.9' Rt.

FG 184.25

39+99.99, 16.1' Rt.

FG 184.34

40+06.02, 16.2' Rt.

FG 184.69

40+12.02, 16.2' Rt.

FG 184.77

40+18.02, 16.1' Rt.

FG 184.70

40+24.04, 15.9' Rt.

P .O .T

"C

.O

.3

"C

FG 185.18

40+17.80

FG 185.20

40+11.80

E=0

tr. 185.21G

40+05.80

.1

.7

.2

.6

0%

6'

.5

1.3%

6.1'

.9

1.1%

5.9%

6.9%

1.5%

5.9'

1.4%

.6

.8

tr. 185.15G

40+25.36

R1

3" drain pipe

GF 0.3%

BB02

081AAI00

28.91

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(For location, see sht. C01)

"CR02" CURB RAMP

6. For curb ramp curb and gutter details (See sht. BC01).

5. Sawcut and replace pavement per pavement replacement detail (See sht. BC01).

See dwg. RD722, for sidewalk joint details.

4. Construct concrete joints as shown on plans, or as directed by Engineer.

3. For curb ramp detail legend (See sht BC01 and dwg. nos. RD900 & RD901)

2. Max. cross slope change on ramp 0.5% per foot.

1. Slopes hold over elevations.

SCALE 1" = 5'

E=6"

G 185.43F

10+34.02, 14.1' Lt.

G 185.71F

10+62.31, 6.6' Lt.

G 185.69F

10+57.04, 6.7' Lt.

tr. 185.14G

10+58.08

G 185.66F

10+49.26, 9.7' Lt.

E=5.7"

tr. 185.15G

10+62.19

BC 185.63T

10+62.20, 0.7' Lt.

G 185.35F

10+34.02, 7.7' Lt.

BC 185.26T

10+34.02, 0.5' Lt.

tr. 185.26G

10+34.02

tr. 185.16G

10+46.01

G 185.57F

10+47.08, 4.2' Lt.

BC 185.61T

10+56.86, 0.7' Lt.

(Match)

G 185.55F

9+99.95, 6.5' Lt.

G 185.55F

10+05.33, 6.7' Lt.

G 185.58F

10+11.34, 8.8' Lt.

G 185.42F

10+28.01, 14.1' Lt.

F 185.35P

10+28.02, 8.1' Lt.

F 185.38P

10+24.39, 7.9' Lt.

F 185.33P

10+28.02, 6' Lt.

BC 185.44T

9+99.99, 0.6' Lt.

E=5.7"

tr. 184.95G

10+00

BC 185.46T

10+05.91, 0.7' Lt.

G 185.49F

10+13.29, 3.3' Lt.

tr. 184.96G

10+03.78

tr. 185.10G

10+15.87

BC 185.26T

10+28.02, 0.5' Lt.

tr. 185.25G

10+28.02

0%

0.4%

8.6'

12.1'

0.1%

2.3%

10'

0.2%

11.3'

0.3%

5.6'

.3

.0

.4

8.5'

9.9'

2.2'

2.2%

10'

11.4'

5.4' d

.R .C

.R

.8

7 "

P .O

.O

R1

BC 185.54T

10+13.03, 0.60' Lt.

BC 185.65T

10+47.24, 0.60' Lt.

GF 0.3%

BB03

081AAI00

28.91

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4 PIPE DATA 3 CURB RAMP DETAILS 2 DETAILS 1 TYPICAL SECTIONSSheet Title Level

RD346

RD345

RD344

RD343

RD342

RD340

RD339

RD338

RD336

RD335

RD334

RD332

RD330

RD328

RD327

RD326

RD325

RD324

RD322

RD321

RD320

RD319

RD318

RD317

RD316

RD312

RD310

RD308

RD306

RD304

RD302

RD300

RD399

RD398

RD393

RD391

RD390

RD388

RD386

RD384

RD382

RD380

RD378

RD376

RD374

RD373

RD372

RD371

RD370

RD368

RD367

RD366

RD365

RD364

RD363

RD362

RD360

RD358

RD356

RD354

RD352

RD350

RD348

Large Precast Manhole

Pipe To Manhole Connections

Standard Manhole Base Section

24" Manholes

Shallow Manholes

Storm Sewer Pollution Control Manhole

Pipe To Structure Connections

Standard Sanitary Sewer Manhole

Standard Manhole Details

Standard Storm Sewer Manhole

Locator Post

Pipe Slope Anchors - Concrete

Pipe Slope Anchors - Metal

Slotted CMP Drain Details

Coupling Bands For Corrugated Metal Pipe

Safety End Section For Concrete, PVC, HDPE & Polypropylene Pipe

Safety End Section For Metal Pipe

Paved End Slope With Removable Safety Bar(s)

Paved End Slope For Culverts 60" Maximum Pipe Size

Miscellaneous Culvert Details

Sloped Ends For Concrete Pipe

Culvert Embankment Protection And Riprap Pads

Sloped Ends For Metal Pipe

Subsurface Drain

Shallow/Deep Trench Service Connection, Blocking and Markers

Bore Casing Detail

Concrete Encasement, Cradle, and Cap Details

Arch Pipe Backfill/Compaction

Street Cut

Trench Backfill, Bedding, Pipe Zone And Multiple Installations

Stormwater Treatment and Storage Facility Field Markers

Culvert ID Marker

Fill Height Tables For Polypropylene Pipe

Fill Height Table For Steel Reinforced HDPE Pipe

Fill Height Table For Corrugated HDPE Pipe

Fill Height Tables For PVC Pipe

Fill Height Table For Circular Concrete Pipe

Fill Height Tables For Aluminum & Steel Spiral Rib Pipe

Fill Height Tables For Aluminum & Steel Arch Pipe

Fill Height Tables For Aluminum & Steel Corrugated Pipe

Type "3" Catch Basin, Frame and Grate

Inlet Cap & Inlet Adjustment

Miscellaneous Drainage Structures Siphon Box, Area Drainage Basin Or Field Inlet

Concrete Inlet Top, Option 2 Type CG-3

Concrete Inlet Top, Option 1 Type CG-3

Concrete Inlet Base Type CG-3

Ditch Inlet Type D

Concrete Inlets Type M-E, M-O, B And B-SL

Curb Inlet Channel

Concrete Inlets Type CG-1, CG-2

Frames & Grates For Concrete Inlets

Concrete Inlets Type G-1, G-2, G-2M, and G-2MA

Gutter Transition At Inlet

Sanitary Cleanout

Manhole Frame Adjustment

Manhole Slope Protectors

Manhole Covers And Frames

Carry Through Manhole - Storm

Outside Drop Manholes

Sanitary Sewer Piped Inside Drop Connection for Manholes

Manhole With Inlet

Other material, see remarks column=X

Corrugated steel=St

Plastic=Pl

Concrete=Co

Corrugated aluminum=Al

Asbestos cement=AB

Abbreviations for existing pipe materials

Epoxy coated=Ep

Chevron industrial membrane=CIM

Uncoated=U

Polyethylene inside lining, polymeric outside=PO

Polymeric, 10 Mil. thkn. coated both sides=PM

Abbreviations for protective coatings for metal pipe

Elliptical (5% nominal elongation)= E

Round= R

Pipe - Arch=A axis, prior to loading

Cross-sectional shape of pipe normal to longitudinal line for each type of material.

aluminum are acceptable alternates use a separate materials. When galvanized iron or steel and

Cross-sectional dimensions may vary with different of cover shall be measured to subgrade.

for any given run of pipe may vary. Design height used to select pipe materials. The height of cover

Design height of cover is the critical design height the pipe involved.of applicable for the type of material and the diameter

5. All pipes shall conform to the AASHTO specification

4. Dimensions shown are nominal.

Std. Dwg. No. RD326.

metal or corrugations. For connecting details, see

3. Extension of existing metal culverts may be of unlike material throughout.

2. A new pipe culvert installation shall be of like

1. A check ( ) indicates column heading applies.

FOOTNOTES:

GENERAL NOTES:

3 "2

12 " x

B

L

IG

V

CIRCULAR OR ELLIPTICAL

SIZE IN (Inches)

LENGTH IN FEET

PIPE

PIPE - ARCH

HELICAL

Seam or Lock

Welded

Riveted

LENGTH DIMENSIONS

SECTIONAL

CROSS-

SPAN RISE

(Feet-Inches) (Feet)

IN

(P

FO

(R

PP

(C

IT

LV

TI

SI

PH

EW

SA

(S

K S)

J

SL

PE

IM

FE

TR

EN

PH R

SI

IV

(H

S)

USE / INSTALLATION CRITERIA

(F

(Inches)

SIZE

RND

EQUIV.

RADII

CORNER

TREATMENT

TERMINAL

LT.

RT.

SL

60" Dia.

Over

Conc. Pipe

Not For

SK

No.

THKN.

PLATE

SS

"4 1" x 2

RIVETED, WELDED OR LOCK SEAM

SIZE OF CORRUGATIONS

ALUMINUM

IP

il e p u ly

SPIRAL RIB

SMOOTH WALL

SPIRAL RIB

SMOOTH WALL

PLATE THKN.

PLATE THKN.

HELICAL CORRUGATED METAL

ALTERNATE MATERIALS

ALUMINIZED OR GALVANIZED IRON AND STEEL

SIZE OF CORRUGATIONS

RIVETED, WELDED OR LOCK SEAM

1" x 2

11 3" x 1" COATING

44333

IZ

ED

LU

3 "2

12 " x

3 4

LOCK SEAM

3 4

" O.C.2 1@ 11

" x 1"4

Or

1@ 7

3" x 4

3" x 1"

1@ 11

" x 1"4

Or

1@ 7

3" x 4

LOCK SEAM

COATING

LU

4 4

PLASTIC & IRON

IL

PI

PO

LY

PR

PY

LE

E, LL

PO

LY

PY

E, PV

PS

I S

IF

FN

SO

LI

FO

RIGID

REINF.

CONCRETE

PRE-CAST

II

I

IV V

PT

, T

PI

SE

IA

ET

LA

ES

MANHOLES

CONC.

(Feet) (In.)

TYPE

INLETS

APPURTENANCES

EXTENSION

FT

(Feet)

EX

TG

. P

TE

REMARKS

SP

EC

-I

-P

EC

Required Number

OITATROPS

PIPE DATA

R_M25049_pd_01.dgn :: Default 4/27/2026 3:39:59 PM hwye07xR_M25049_pd_01.dgn :: Default 4/27/2026 3:39:59 PM hwye07x

3.0

6 11

110.0

Drain under sidewalk

-1

MH connects to extg. sewer

3.2

BC01

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GENERAL CONSTRUCTION

R_M25049_pl_01.dgn :: Default 4/27/2026 3:40:04 PM hwye07x

J JJ

Sec. 34, T. 4 S., R.1 W., W.M.

HUBBARD

IL

. (P

R/W

K

"RW" LINE

Extg. easement

(See dwg. no. RD700)

Const. curb and gutter

(See dwg. nos. RD930, RD932 & RD938)

(For details, see sht. BB02)

PCC surfacing on new surface - 12 sq. ft.

Inst. safety yellow truncated domes

Const. curb ramp, combination

Const. PCC sidewalk

(For details, see sht. BB03)

PCC surfacing on new surface - 12 sq. ft.

Inst. safety yellow truncated domes

Const. curb ramp, combination

Const. PCC sidewalk

(See dwg. no. RD700)

Const. standard curb

(See dwg. nos. RD300, RD363, RD365 & RD366)

Const. type "CG-1" inlet

Sta. "RW" 996+11.60, 23.7 Lt.

RD344, RD345 & RD356)

(See dwg. nos. RD336, RD339, RD343, FL out - 181.83' (N 12") extg.

FL in - 183.03' (E 12")

FL in - 181.84' (S 12") extg.

5' depth, sl. 1.0%

Inst. 12" storm sew. pipe - 11'

Extra for manhole over extg. sewers

Const. manhole

Sta. "RW" 996+10.79, 34.3' Lt.

(For details, see sht. BA01)

5' depth, sl. 1.0%

Inst. 3" PVC drain pipe - 11'

Sta. "RW" 995+81.30, 27.9' Rt.

(For sht. nos., see sht. A02, signals)

Inst. RRFB - 2

(See dwg. no. RD1010)

Const. inlet protection (Type 7)

C01

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Jakob Eibel

Christina LaFleur

John Hampton

DPROFESSIONALEN

102078

RENEWS: 06-30-2027

JU

LY 11,20

JO

HARLESHAM

Under construction on 10' max. spacing

28" Tubular markers

STAGE I

Access Route

2-Way Temporary Pedestrian

OR99E near Bassilo Dr (Hubbard)

TRAFFIC CONTROL PLAN

ACCOMPANIED BY DWGS.:

TM800, TM821, TM844, TM850

EA01

TZ_M25049_PS_01.dgn :: Default 4/27/2026 3:40:07 PM hwye07x

Jakob Eibel

Christina LaFleur

DPROFESSIONALEN

102078

RENEWS: 06-30-2027

JU

LY 11,20

JO

HARLESHAM

Under construction on 10' max. spacing

28" Tubular markers

STAGE II

Access Route

2-Way Temporary Pedestrian

OR99E near Bassilo Dr (Hubbard)

TRAFFIC CONTROL PLAN

EA02

TZ_M25049_PS_01.dgn :: Default 4/27/2026 3:40:09 PM hwye07x

19 BUTTERFLY DETAILS 18 GEOTECHNICAL DATA 17 SIGNING PLAN, SIGN DETAILS & SIGN AND POST DATA TABLE 16 SIGNING PLAN AND SIGN DETAILS 15 SIGNING PLAN 14 SIGNING & STRIPING PLAN 13 SIGNING & STRIPING LEGEND 12 SIGNING & STRIPING DETAILS 11 SIGN REMOVAL PLAN 10 SIGN LEGEND 9 SIGN INSTALLATION PLAN 8 SIGN DETAILS & SIGN AND POST DATA TABLE 7 SIGN DETAILS 6 SIGN BRIDGE DETAILS 5 SIGN & POST DATA TABLE 4 MISCELLANEOUS 3 MEDIAN MOUNTED SIGN SUPPORT DETAILS 2 FLASHER DETAILS 1 CANTILEVER DETAILSSheet Title Level

UNIT FILE CODE

DFI/TSSU NO.

28.90

SIGNING & STRIPING PLAN

S. Ginsbach

C. LaFleur

TM635, TM671, TM676, TM681, and TM687.

To be accompanied by Standard Drawings TM200, TM201 TM503, TM530, FEET

50 25 50 white bars

Inst. staggered continental crosswalk 2'

PARKING

NO

NOTE:

borders are existing signs.

Signs shown with broken

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

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

Sign 1

N = Sign Number

M = Material

Material options:

W = Wood Sign Post

ST = Perforated Steel Square Tube Sign Support

Pacific Hwy East (OR99E) lm tre t u m tk in riv

Install 28" Surface Mounted Tubular Marker - White

Rotation: 56.76 ° Scale: 1" = 50' directed by the Engineer.

remain in place unless otherwise

Existing signs not shown are to determined in the field.

are approx. with exact locations to be

The locations of sign installations shown

6 Bars

CW-SC

RSN

RIN

RS1

RI1

CW-SC

V. 13, 2

IS

INA L. L

87,105

RENEWS: 12-31-2026 LA01

S-23551

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OR99E: NEAR BASILLO DR (HUBBARD) PROJECT

S. Ginsbach

S-23552

SIGN AND POST DATA TABLE

RENEWS: 12-31-2026 LA02N/A

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17 TEMPORARY SIGNAL PLAN 16 TEMPORARY DETECTOR PLAN 15 TEMPORARY RAMP METER PLAN 14 SIGNAL PLAN 13 REMOVAL PLAN 12 RED LIGHT ENFORCEMENT PLAN 11 RAMP METER PLAN 10 RAILROAD PREEMPTION PLAN 9 PEDESTRIAN SIGNAL PLAN 8 MISCELLANEOUS 7 LEGEND 6 INTERCONNECT PLAN 5 FLASHING BEACON PLAN 4 FIRE SIGNAL PLAN 3 EXISTING UTILITIES 2 DETECTOR PLAN 1 DETAILSSheet Title Level

FLASHING BEACON PLAN

Derek Moore sign (W11-2) ASTM type IX sheeting

Install (N=number) aluminum (36"x36") pedestrian crossing

Install (N=number) RRFB rapid flashing bar sign R10-25

Install pushbutton with mount & instruction

Install solar panel energy source pointing arrow plaque (W16-7P) ASTM type IX sheeting

Install (N=number) aluminum (18x30") diagonal downward foundation

Install pedestal with frangible base on number (N=number)

L E G E N D

Traffic Section Approval

OR99E at MP 28.90

PACIFIC HWY EAST AT ELM ST

FLASHING BEACON PLAN

TSSU ID 3F580

Sta. 995+80, 29.8' Rt

Pole 1

TSSU ID 3F581

Sta. 995+80, 23.9' Lt

Pole 2

20 10 20

New PGE owned Pole

RRFB

PBH

SOL

AR

RRFB

SOL

SOL RRFB

ACCOMPANIED BY DWGS.:

TM457, TM467, and TM493

RENEWS: 12-31-2026 MA01

24596

3F581 3F580, TS_M25049_sgps_01.dgn :: Default 4/27/2026 3:40:18 PM hwye07x

17 TEMPORARY SIGNAL PLAN 16 TEMPORARY DETECTOR PLAN 15 TEMPORARY RAMP METER PLAN 14 SIGNAL PLAN 13 REMOVAL PLAN 12 RED LIGHT ENFORCEMENT PLAN 11 RAMP METER PLAN 10 RAILROAD PREEMPTION PLAN 9 PEDESTRIAN SIGNAL PLAN 8 MISCELLANEOUS 7 LEGEND 6 INTERCONNECT PLAN 5 FLASHING BEACON PLAN 4 FIRE SIGNAL PLAN 3 EXISTING UTILITIES 2 DETECTOR PLAN 1 DETAILSSheet Title Level

EXISTING UTILITIES

Traffic Section Approval

EXISTING UTILITY PLAN

20 10 20

RENEWS: 12-31-2026 MA02

24597

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17 TEMPORARY SIGNAL PLAN 16 TEMPORARY DETECTOR PLAN 15 TEMPORARY RAMP METER PLAN 14 SIGNAL PLAN 13 REMOVAL PLAN 12 RED LIGHT ENFORCEMENT PLAN 11 RAMP METER PLAN 10 RAILROAD PREEMPTION PLAN 9 PEDESTRIAN SIGNAL PLAN 8 MISCELLANEOUS 7 LEGEND 6 INTERCONNECT PLAN 5 FLASHING BEACON PLAN 4 FIRE SIGNAL PLAN 3 EXISTING UTILITIES 2 DETECTOR PLAN 1 DETAILSSheet Title Level arrow (zero) to equipment located on the pedestal.

show the degrees clockwise from plan sheet north pedestals. Degrees shown in the pole entrance chart

The north arrow shown relates to zero degrees on

PEDESTAL ORIENTATION DIAGRAM

of

Head Signal

Pedestrian

� of Vehicle Signal H ead

� of Pedestrian Signal Head

Ø may be located on a pedestal.

is a clarification of angles of equipment that Equipment shown on the orientation diagram

EQUIPMENT ON POLE

DEG.

SIGNAL

PED.

CABINET

TERM.

SIGN

SIGNAL

TRAFFIC

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

DEPTH

FOUNDATION

REQUIRED

3 See TM457

NO. NO.

TYPE

1 PPMA01

POLE

CELL

ELECTRIC

PHOTO

NUMBER

FOUNDATION

PUSHBUTTON

PED.SHEET

MA01 PP

34 & 214

33 & 21333 3 See TM457

STE

RED PROFESSIONALEN

ISTINA L. L

AFL

RENEWS: 12-31-2026 MA03

24598

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