Seghers

MILE60

Creek

Wapato

TU

AL

AT

IN

H arris

Creek

25 30

25 31

1 6

TUALATIN

VALLEY

H W

Y.

Jack

TU

AL

AT

IN

RI

VE

R

Creek

Wapato

Cree k

Creek

MuskratPond

Scoggins

26 25

27 26

34 35 2526

35 36

PO

RT

LA

ND

RAILROAD)

WASHINGTON

GASTON

GASTON

GASTON FIRE

STATION

MILE63

MILE

MILE

TU

AL

AT

IN

SCHOOL

ELEM.

SCHOOL

RIVER

JR. HIGH & HIGH

SW GASTON RD

SW

SPRIN

G H

ILL RD

PATTON

SW

VALLEY

RD

SW BATES RD.

SW OLD HWY 47

SW BATES RD.

SW

O

LD

H

IG

H

W

AY 47

W

AS

H

IN

G

TO

N C

O U

N

TY

BR

ID

GE

#2

R

AI

LIN

G

RE

TR

OF

IT

BR

ID

G E

R

AI

L R

ET

R

O

FI

T

N/A

SHEET NO.

C

AD

PL

O T

ST

AM

P:

R

EV

IS

IO

N S

N O

PA

TH

SHEET TITLE

OF

Ph on e:

.2

.6

Po rtl an d

O re go n

S

W R iv er

P ar kw ay

P:

\W

\W

PW

X0

4\

C

AD

\E

B\ R

H

_W

PW

X0

4.

D

W G

R H

_W

PW

X0

4.

D W

G , T

AB

: R

H

_W

PW

X0

6/

/2

2:

P D

JA

L

BRIDGE NUMBER

23952

PROJECT NUMBER

SCALE WARNING

IF SCALE BAR DOESN'T MEASURE ONE INCH

THEN DRAWING IS NOT TO SCALE

OREGON

J U N E 7 , 2 0 12T RA V IS J O HN K INNEY

RE

GIS

TERED PROFESSIONAL

RENEWS: 06-30-2027

E N G , N E E R

80529PE

C O

VE

R

S H

EE

T

RH-01

W A S H I N G T O N C O U N T Y , O R E G O N

P L A N S F O R P R O P O S E D P R O J E C T

DEPARTMENT OF LAND USE AND TRANSPORTATION

RAIL RETROFIT

C

N

W

O R E G O

H

I

S A

GN

NTO

Y

NU

T O

BRIDGE #23952 RAILING RETROFIT

INDEX OF SHEETS

SHEET NO. DESCRIPTION

COVER SHEETRH-01

WASHINGTON COUNTY

MARCH 2026

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

UnityDayville 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

GoshenFlorence

Lincoln City

Waldport

Home Sweet

Detroit Antelope

Maupin

Forest Grove

Hebo

Cannon Beach Seaside

Rainier

Milton-Freewater

W

26 35 197

3951926

3953197

Bonanza

Junction City

BAKER CITY

HEPPNER

Copperfield

Lake Silver

Junction CaveBEACH

GOLD

Orford Port

LAKEVIEW

CANYON

CITY

Day John

CITY

OREGON

HILLSBORO

DALLAS

Redmond

Val ley Jordan

Z

Z

Overall Length Of Project - 0.18 Miles

LET'S ALL

WORK TOGETHER

TO MAKE THIS

JOB SAFE

SA

FE

TY

FI

RS

T

SA

FE

TY

FI

RS

T

SA

FE

TY

FI

RS

T

SA

FE

TY

FI

RS

T

SA

FE

TY

FI

RS

T

SA

FE

TY

FI

RS

T

SA

FE

TY

FI

RS

T

SA

FE

TY

FI

RS

T

SA

FE

TY

FI

RS

T

SA

FE

TY

FI

RS

T

SA

FE

TY

FI

RS

T

SA

FE

TY

FI

RS

T

SA

FE

TY

FI

RS

T

SA

FE

TY

FI

RS

T

SA

FE

TY

FI

RS

T

SA

FE

TY

FI

RS

T

SA

FE

TY

FI

RS

T

SA

FE

TY

FI

RS

T

SA

FE

TY

FI

RS

T

SA

FE

TY

FI

RS

T

SA

FE

TY

FI

RS

T

SA

FE

TY

FI

RS

T

SA

FE

TY

FI

RS

T

SA

FE

TY

FI

RS

T

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 OAR 952-001-0090.

You May Obtain Copies Of The Rules By Calling The Center. (Note: The Telephone Number For The Oregon Utility Center Is (503) 232-1987.)

T.1S, R.4W, SEC. 36 W.M.

BASIS OF BEARINGS AND ELEVATIONS:

The bearing for theses plans are based on Oregon Coordinate Reference System (OCRS), Portland zone.

Elevations shown are Washington County Datum based on NGVD 29 Datum by holding Washington County Bench Mark No. 135, a brass disk in concrete at the southeast corner of the intersection of Springhill Road and Gaston Road.

This design complies with ORS 92.044 (7) in that no utility infrastructure is designed to be within (1) foot of a survey monument location shown on a subdivision or partition plat. No design exceptions nor final field location changes shall be permitted if that change would cause any utility infrastructure to be placed within the prohibited area.

PROJECT MAP

No Scale

STA. "G" 5+20.00

BEGINNING OF PROJECT END OF PROJECT

STA. "G" 14+85.00

PLAN AND ELEVATIONBR-01

TYPICAL SECTIONSBR-02

Know what's below.

before you dig.Call

R

Extg. slab mounted Modified 32" Vertical Concrete Parapet bridge rail

PLAN

Scale: 1" = 20'-0"

6'

-1

1 8" Sh ld 1'

-11 2"

6'

-1

1 8" Sh ld

1' -11

2"

Be nt

Extg. Pedestrian Rail Extg. Memorial pilaster, each corner of bridge, typ.

13 8" O ut to o ut

0" La ne

0"

La ne

R/W

R/W

Be nt

83'-0" Ctr. to ctr. end bents

Extg. Modified 32" Vertical Concrete Parapet bridge rail, with architectural treatment on exterior and interior, see ODOT Std. Dwg. BR221

W apato Creek

Construct Rectangular Tube Retrofit, see ODOT Std. Dwg.

BR285 and BR286

Construct Rectangular Tube Retrofit, see ODOT Std.

Dwg. BR285 and BR286

ELEVATION

Scale: 1" = 20'-0"

Bent 1 Bent 2

El ev at io n (f t.

Extg. Std. guardrail transition, typ. see ODOT Std. Dwg. BR203

Extg. 86'-0" Modified Type 32" Vertical Concrete Parapet rail Rectangular Tube Retrofit Limits = 85'-0" Left and Right

For details see sheet BR-02 and Std. ODOT Dwg. BR285 and BR286 Construct Rectangular Tube Retrofit, see ODOT Std. Dwg.

BR285 and BR286

Existing structure

GRADELINE DIAGRAM

Sta "G" 9+55.00 El. 178.55

300' V.C.

2.30% -1.23%

W

AS

H

IN

G

TO

N C

O U

N

TY

BR

ID

GE

#2

R

AI

LIN

G

RE

TR

OF

IT

BR

ID

G E

R

AI

L R

ET

R

O

FI

T

N/A

SHEET NO.

C

AD

PL

O T

ST

AM

P:

R

EV

IS

IO

N S

N O

PA

TH

SHEET TITLE

OF

Ph on e:

.2

.6

Po rtl an d

O re go n

S

W R iv er

P ar kw ay

P:

\W

\W

PW

X0

4\

C

AD

\E

B\

BR

_W

PW

X0

4_

PE

.D W

G

B R

_W

P W

X

_P

E

.D W

G , T

A B

: B R

-0

6/

/2

2:

P

D

JA

L

BRIDGE NUMBER

23952

PROJECT NUMBER

SCALE WARNING

IF SCALE BAR DOESN'T MEASURE ONE INCH

THEN DRAWING IS NOT TO SCALE

OREGON

J U N E 7 , 2 0 12T RA V IS J O HN K INNEY

RE

GIS

TERED PROFESSIONAL

RENEWS: 06-30-2027

E N G , N E E R

80529PE

PL

AN

A N

D E

LE

VA

TI

O

N

BR-01

ACCOMPANIED BY DWGS.:

BR-02-, ODOT Std. Dwgs. BR285, BR286

ODOT B.D.S. Dwg. No. 114353

GENERAL NOTES:

Provide all materials and perform all work according to the Oregon Standard Specifications for Construction 2024.

Field verify all dimensions prior to fabrication.

Provide structural steel and fasteners according to ODOT Standard Drawing BR285 and BR286.

Powder coat steel rail and rail components black (SAE AMS-STD-595 color #27038) according to Standard Specification 00593.

40'-138" Out - out

1'-112" 1'-112"

Extg. Modified 32" Vertical Concrete Parapet bridge rail

TYPICAL SECTION

Scale: 3/16" = 1'-0"

Rectangular Tube Retrofit, typ.

see ODOT Std. Dwg. BR285 and BR286

12'-0" Lane

12'-0" Lane

±6'-1118" Shldr.

±6'-1118" Shldr.

1'-112" ±6'-1118" Shldr.

RECTANGULAR TUBE RETROFIT

Scale: 1/2" = 1'-0"

Va rie s 2'

-6 " t o 2'

-8

Ex po se d he ig ht

ELEVATION SECTION

Exist. top of asphalt

Rectangular Tube Retrofit, see ODOT Std. Dwg. BR285 and BR286

Top Rail Splice, see ODOT Std. Dwg. BR285 and BR286

6"

1'-0"

Note: For details not shown, see ODOT Std. Dwg. BR285 and BR286

RAIL TERMINATION DETAIL

Scale: 1/2" = 1'-0"

Extg. precast slab

Extg. concrete bridge rail

Mounting Plate ℄

Rectangular Tube Retrofit, see ODOT Std. Dwg.

BR285 and BR286

Extg. Memorial pilaster

6"3'-2"

℄ Bent 1'-6"

2'-6"6"

W

AS

H

IN

G

TO

N C

O U

N

TY

BR

ID

GE

#2

R

AI

LIN

G

RE

TR

OF

IT

BR

ID

G E

R

AI

L R

ET

R

O

FI

T

N/A

SHEET NO.

C

AD

PL

O T

ST

AM

P:

R

EV

IS

IO

N S

N O

PA

TH

SHEET TITLE

OF

Ph on e:

.2

.6

Po rtl an d

O re go n

S

W R iv er

P ar kw ay

P:

\W

\W

PW

X0

4\

C

AD

\E

B\

BR

_W

PW

X0

4_

TY

.D W

G

B R

_W

P W

X

_T

Y

.D W

G , T

A B

: B R

-0

6/

/2

2:

P

D

JA

L

BRIDGE NUMBER

23952

PROJECT NUMBER

SCALE WARNING

IF SCALE BAR DOESN'T MEASURE ONE INCH

THEN DRAWING IS NOT TO SCALE

OREGON

J U N E 7 , 2 0 12T RA V IS J O HN K INNEY

RE

GIS

TERED PROFESSIONAL

RENEWS: 06-30-2027

E N G , N E E R

80529PE

TY

PI

C

AL

S

EC

TI

O

N

BR-02

ODOT B.D.S. Dwg. No. 114354

4"6" 4"6"

HSS 7 x 4 x

"2

" min. embedment2 1with 10 standard washer and nut, " dia. anchor rod with4 see details on drawing BR286 Mounting plate assembly, � anchor

DETAIL A

"=1'-0"2

1Scale: 1

"41 typ.

1HSS 6 x

"41 typ.

� anchor

"2

DETAIL B

"=1'-0"2

1Scale: 1

" min. embedment2 1with 10 standard washer and nut, " dia. anchor rod with4 see details on drawing BR286 Mounting plate assembly, or Detail B Detail A

TYPICAL SECTION

"=1'-0"4

3Scale:

grade Finish

"F" concrete rail Existing Type or bridge deck Approach slab the current Oregon Standard Specifications.

All materials shall be in accordance with

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

DATE

SDR

BOOK NO.

CALC.

Effective Date: June 1, 2026 - November 30, 2026

Professional Engineer.

first consulting a Registered and should not be used without sole responsibility of the user principles and practices, is the generally accepted engineering designed in accordance with

Standard Drawing, while

The selection and use of this

Accompanied by drawings BR200, BR203, BR236 strengthen as required.

Check structural capacity of the existing bridge deck overhang and

NOTE TO DESIGNER:

spacing, and anchor rod setting to the Engineer for approval.

Submit erection drawings showing panel lengths, mounting plate than 5" movement.

Do not use this railing on bridges with expansion joints providing more transition is used.

be used for speeds of 45 mph and greater when a TL-3 rated guardrail Rail evaluated to meet MASH TL-4 requirements. This rail retrofit can

GENERAL NOTES:

Standard Specification 02530.70.

except as noted. Provide Galvanize-Control Silicon according to Oregon Hot-dip galvanized structural steel including fasteners after fabrication, ”.2 1anchor embedment depth is 10

Ultrabond HS-1CC epoxy adhesive from the QPL. Minimum adhesive Hilti HIT-HY200-A, or Hilti HIT-RE 500v3, or Red Head C6+ or chosen must be able to achieve a minimum pullout force of 30kips. Use accordance with Oregon Standard Specification 00535. Anchor adhesive Anchor installation, include hole size, drilling, and clean out, must be in washer each.

with heavy hex nuts, one hardened steel washer, and one (2” O.D.) steel

” dia. ASTM F1554 Grade 105 threaded rods4 3Anchor rods must be otherwise noted.

Provide steel mounting plates conforming to ASTM A572 Gr 50 unless

02810.20.

Provide structural tubing according to Oregon Standard Specification

MATERIAL NOTES:

Field verify rail heights prior to fabrication.

Cap all open ends of tubular steel sections.

grinding prior to galvanizing.

Round or chamfer all exposed edges of steel components 1/16” by

Grind smooth.

The weld may be square groove, double vee groove, or single groove.

One shop splice per panel is permitted with minimum 85% penetration.

a minimum of three mounting plates.

Panel lengths of rail section members must be attached continuously to

Oregon Standard Specification 2080.30.

mounting plate for gaps greater than 1/16”. Provide grout according to Erect mounting plates square to the top of parapet. Place grout under

Repair damage from testing as directed.

adequate capacity if any of the tests do not meet the required test load.

Specification 00535.45. Perform corrective measures to provide Test adhesive anchors in accordance with Oregon Standard

CONSTRUCTION NOTES:

B R

.d g n

J U

L Y

BR285

TUBE RETROFIT SHEET 1 OF 3

TYPE "F" CONCRETE RAIL

Update section number for adhesive anchor test.07-2020

11–JULY–2025N/A

Modify mounting plate to tube weld size, Detail A.

Note Changes/CAD edits.07-2021

3 07-2025 Title updated to reflect round HSS alternative; Detail B added.

RAIL DATA FOR HORIZONTAL CURVES

LENGTH

MAX. CHORD

FACE OF RAIL

RADIUS TO

FABRICATE

CONSTRUCT OR

Straight rail sections29'-0"Over 2800' 14'-6"Over 1400' through 2800' 7'-3"Over 700' through 1400'

To required radiusZeroThrough 700' or to chords shown To required radius

M e m b e rs

R a il

Expansion joint

Rail splice

Existing deck

Existing approach slab

"2 1" or HSS 6" x4

1HSS 7" x 4" x

Existing Type "F" concrete rail

Existing girder

ISOMETRIC VIEW

Not to Scale

Rail member

"8

4"4

10"8

Existing Type "F" concrete rail not shown for clarity.

existing components

Reinforcing steel in

NOTE:

on this sheet

See mounting plate assembly

Scoring Joint

10'-0" max.

typ.

9" max.

Rail splice, typ., see detail on this sheet

2'-0" max.

1'-6" min.

Existing girder

� mounting plate

See rail end detail this sheet

ELEVATION

"=1'-0"8

3Scale:

rail4 1HSS 7 x 4 x

Existing deck splice � rail

� expansion joint

Expansion joint

Existing approach slab

Existing approach slab

� mounting plate

� mounting plate

1'-6" g a p"

RAIL END

"=1'-0"4

3Scale:

ELEVATION

PLAN

concrete rail Existing Type "F"

G

1HSS 7 x 4 x riser plate

PL 1

"21

1'-0"R10" R

"215 4"

�1"

� mounting plate

2'-0" max.

1'-6" min.

Splice tube, see detail ensure proper fit.

to galvanizing to Grind all edges prior

NOTE:

needed, increase length of splice tube.

expansion joint. If more than 2" movement Provide a rail splice in panel that has a deck

NOTE:

splice � rail

� expansion joint

9" max.

ELEVATION

PLAN

m in typ.

plate, riser PL 1 typ.

mounting plate x 7 x 1'-8"4

1PL 1

rod, typ.

threaded

" dia.4

"41"41 rod, typ.

threaded

" dia.4

2- PL 1 riser plates

"437"437"412 "412

1'-8"

" slotted holes4 3" x 116

153-

Traffic side

SPLICE TUBE

Scale: 3"=1'-0"

RAIL SPLICE

Scale: 1"=1'-0"

MOUNTING PLATE ASSEMBLY

Scale: 1"=1'-0"

SIDE VIEW

out – out

"836 o u t o u t

, typ.4

1PL

typ.

on detail plans.

noted otherwise 1" gap unless� typ.

10'-0" max.10'-0" max.

the current Oregon Standard Specifications.

All materials shall be in accordance with

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

DATE

SDR

BOOK NO.

CALC.

Effective Date: June 1, 2026 - November 30, 2026

Professional Engineer.

first consulting a Registered and should not be used without sole responsibility of the user principles and practices, is the generally accepted engineering designed in accordance with

Standard Drawing, while

The selection and use of this

B R

.d g n

J U

L Y

BR286

TUBE RETROFIT SHEET 2 OF 3

TYPE "F" CONCRETE RAIL

Note changes, CAD edits.07-2021

11–JULY–2025N/A

Weld correction.01-20252

3 07-2025 Title updated to reflect round HSS alternative.