crgnsa_wa_mult(2)_plans_12_6_2024.pdf

PDF 36 MB Posted Mar 3, 2025

Attached to: OR FLAP CRGNSA MULT(2) & WA FLAP CRGNSA MULT(2), CRGNSA Sign Inventory, Maintenance, and Replacement Project & CRGNSA Sign Project
Solicitation number: 69056725B000008
Issued by: Department of Transportation Federal Highway Administration

About this file

Written by GovTribe AI · Mar 3, 2025

This is a preliminary plans document for a sign inventory, maintenance and replacement project across multiple locations in Oregon and Washington within the Columbia River Gorge National Scenic Area (CRGNSA). The project involves custom wood signing and guardrail work covering 82 miles of roadway located approximately 40 miles east and west of Hood River.

The project will be issued as a small business set-aside with an estimated price range of $700,000 to $2,000,000. It will be awarded as a sealed bid, firm-fixed-price contract with solicitation planned for Summer 2025 and project completion targeted for Summer 2026. The Department of Transportation Federal Highway Administration will manage a single bid schedule for the combined OR FLAP CRGNSA MULT(2) & WA FLAP CRGNSA MULT(2) project components.

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Other files

File	Type	Posted
ora-crgnsa-mult2_Prelim Letter.pdf	PDF	Oct 8, 2025
PROJECT DESCRIPTION_OR FLAP CRGNSA MULT(2).pdf	PDF	Mar 3, 2025

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FEDERAL HIGHWAY ADMINISTRATION

U. S. DEPARTMENT OF TRANSPORTATION

Project Location

Projects, FP-14 US Customary Units of Roads and Bridges on Federal Highway

Standard Specifications for Construction

APPROVED:

DATE

TYPE OF CONSTRUCTION:

SPECIFICATION:

PROJECT MANAGER

PLANS FOR PROPOSED PROJECTS

E N

O R

A I

ST F

D E P A

NTOFT A SP

T T

ATESO

E R

P A

C F

I C

I O

E C

A N

OLUMBIA R

S N

A K E

E R

D E S

C H

U T

E S

R I

V E

OREGON/WASHINGTON KEY MAP

EUGENE

Bend

Corvallis

Newport

SALEM

PORTLAND

Astoria

Pendleton

La Grande

Ontario

Burns

City

Baker

Dalles

The

H O

20 26

J. DAVIS

Western Federal Lands Highway Division

Chief of Engineering, CLARK, SKAMANIA, & KLICKITAT COUNTIES OF WASHINGTON

MULTNOMAH, HOOD RIVER, SHERMAN, & WASCO COUNTIES OF OREGON

AND REPLACEMENT PROJECT &

CRGNSA SIGN INVENTORY, MAINTENANCE,

Signing, Guardrail

OR FLAP CRGNSA MULT(2) & WA FLAP CRGNSA MULT(2)

Scale in miles

129630

CRGNSA SIGN PROJECT

PRELIMINARY

OREGON

A S N

VERI

Reservoir

Potholes

N.P.

RAINIER

MOUNT

MON.

NAT'L VOLC.

ST. HELENS

MOUNT

Aberdeen

Chehalis

Longview

OLYMPIA

TACOMA

Pullman

Pasco

RICHLAND

Kennewick Walla Walla

VANCOUVER

YAKIMA

90 195

OREGON

SR-14

I-84

HOOD RIVER

TO PORTLAND

S R -1

SR-

WASHINGTON

OREGON

SR-500

H O

O D

E R

C O

W A

S C

O C

S K

A M

A N

C L

A R

K C

KLICKITAT CO

SKAMANIA CO

HERMI

STON

H O

O D R I V

E R C

M U

L T

N O

M A

H C

C O C

S H

M A N C

WASHINGTON

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FOR

PLANS PREPARED BY

O R

THE DALLES

GOLDENDALE

BEACON

ROCK

U S

-9

U S-97

U S

Project Site, See Vicinity Map

COLUMBIA

VER

BEGIN PROJECT

END PROJECT

WA FLAP CRGNSA MULT(2)

I-84 MP 17.9

SR-14 MP 18.1

I-84 MP 100.1

SR-14 MP 97.6

N o v e m b e r

S h e e t

.1 c p w w o r k d ir

\j a c o b s u s v a p w

R p ln g e n a a

.d g n

PROJECT

NUMBER

SHEET

A.1

OR FLAP CRGNSA MULT(2)

PRELIMINARY - N

OT FOR CONSTRUCTION

WA FLAP CRGNSA MULT(2)

WA DOT 14(2)

N o v e m b e r

S h e e t

.2 p w w o r k d ir

\j a c o b s u s v a p w

R p ln g e n a a

.d g n

SHEET INDEX

PROJECT

NUMBER

OR FLAP CRGNSA MULT(2) A.2

BH TP

CUYD

culv.

CUFT

cubic yard(s) culvert cubic foot (feet) mon.

min.

MGAL

max.

matl.

M.P.

M.L.

monument minimum thousand gallon maximum material mile post main line

RIP

G W G WV

CP GPS

36 31

N 1000

SEC.

NO SCALE

θs Ø ∆c spiral central angle diameter curve central angle total central angle approach ahead average daily traffic abutment appr.

ADT

abut.

between bearing bridge balance point bench mark back face back btwn brg.

br.

b.f.

ctrs.

cont.

constr. jt.

conn.

conc.

col.

CMP

clr.

cc or c. to c.

centers point of curve to spiral continuous construction joint connection concrete column corrugated metal pipe clear centerline center to center

NOTE:

on the appropriate plan sheet.

Other symbols used in the plans will be shown in a legend

W west drwg(s).

dist.

diaph.

dia.

DHV

D exp. jt.

exc.

EQ or eq.

EOP

emb.

elev.

El. 94.16 e.f.

e E expansion joint excavation edge of water equation edge of pavement embankment elevation elevation in feet each face superelevation rate east drawing(s) distance diaphragm diameter design hourly volume diameter galv.

ga.

galvanized gage (gauge) jt.

joint invert elevation inside diameter ftg.

flg.

fin.

f.f.

footing flange finish front face

lt. or LT Ls

LPSM

long.

LNFT

lat.

L low water left length of spiral lump sum longitudinal linear foot (feet) latitude length of curve rte.

rt. or RT reqd.

reinf.

rdwy.

R/W R.

R route right required reinforcement roadway right-of-way range radius typ.

thd.

TBM

T typical tangent distance (spiraled curve) point of tangent to spiral thread temporary bench mark township tangent distance

VPI

vph V vertical point of intersection vehicles per hour design speed (velocity)

STS

struc.

stiff.

stgr.

std.

STA, Sta.

SRS

SQYD

SQFT

spa.

SLRY

shldr.

sect.

SADT

S point of spiral to tangent spiral structural stiffener stringer standard station point of spiral to tangent point of spiral to spiral (no curve) point of spiral to reverse spiral square yard square foot spacing, spaces or spaced slurry unit shoulder section point of spiral to curve seasonal average daily traffic south

KSI

square inch thousand pounds per pvmt.

PST

PSC

PSI

PSF

POT

POS

POC

pl.

PCS

PCC

pavement point of tangent point of spiral to tangent point of spiral to curve pounds per square inch pounds per square foot point of tangent to spiral point on tangent point on spiral point on curve plate point of intersection point of curve to spiral point of compound curve point of curve

OHWM

o. to o.

o.c.

ordinary high water mark original ground outside diameter out to out on center

N normal crown north

A A

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

Section Line

Section Corner (Found, Projected)

Control Point (Terrestrial and GPS)

Gas & Water Meter; Gas & Water Valve

Flagpole; Fire Hydrant

Cooking Grate; Garbage Can; Picnic Table

Boulder; Well; Antenna; Grave

Above Ground Tank; Underground Tank

Spot Elevation; Coordinate Grid Tick

Material Source; Bore Hole; Test Pit

Treeline; Individual Trees

Spring or Seep

Section Line 4

Section Corner (Found, Projected) 4

Section Line 16

Section Corner (Found, Projected)16

Property Line

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

BLM Lands Boundary

Indian Reservation Boundary

Existing Roadway (Paved, Gravel)

Railroad

Trail

Fiber Roll

Silt Fence

Sandbag

Intermittent Drainage or Small Creek

Large Creek or River

Lake, Pond or Reservior; Marshland

North Arrow

Slope Stake Limits Top of Cut

Toe of Fill

Construction Limits

Bottom of Ditch

Fence

Gate with Fence

Cattleguard

Guardrail

Concrete Barrier and Guard Wall

Retaining Wall wall face

Signs (single, double post; portable)

Delineators

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Pipe Culvert with Drop Inlet

Box Culvert

Underdrain

Overhead/Above Ground Utilities

Underground Utilities

Light, Support w/Anchor) Poles (Power, Telephone, Joint Use, Miscellaneous Utility Features

Building

Right-of-Way Line

Permanent Easement

Construction Easement

Riprap

- no symbol -

Section A-A

STEAM = steam, T = telephone, TV = CATV, W = water P = power, SA = sanitary sewer, SD = storm drain, SS = storm sewer, FM = force main, FO = fiber optic, G = gas, IRR = irrigation, O = oil, UP = transformer or junction box, WF = water fountain EM = electric meter, TP = telephone pedestal, TV = CATV pedestal,

- no symbol -

11/2001 DETAIL APPROVED FOR USE

6/2022

10/2014 10/2009 1/2007 9/2005 REVISED: 101-1W

WFLHD DETAIL

ABBREVIATIONS

PLAN SYMBOLS AND

:5 u g u s t

D e t W

-1 p w

-w o rk \d

-1

.d g n

DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

EXISTING PROPOSED

OR FLAP CRGNSA MULT(2) A.3

FIXTURE (BRACKET, TYPE III)

SIGN SYSTEM (SHIELD)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-12, TYPE III

SIGNS: OR-1A, OR-1B, OR-2, OR-3, OR-4

AREA MAP 1

SIGNS: OR-5, OR-6

AREA MAP 2 SIGNS: OR-7, OR-8, OR-9, OR-10, OR-11

AREA MAP 3

SIGNS: OR-13, OR-14, OR-15, OR-16

AREA MAP 4 SIGNS: OR-17, OR-18, OR-19, OR-20

AREA MAP 5

FIXTURE (BRACKET, TYPE VI)

SIGN SYSTEM (SHIELD)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-19A, TYPE VI

SCALE IN MILES

1 0 1 2

N o v e m b e r

S ig n L o c a ti o n s

S h e e t] p w w o r k d ir

\j a c o b s u s v a p w

R p ln p tc s it e c X c X

.d g n

(SHEET 1 OF 5)

OREGON KEY MAP

PROJECT

NUMBER

OR FLAP CRGNSA MULT(2) C.7

SIGNS: OR-25, OR-26

AREA MAP 7

SIGNS: OR-27, OR-28

AREA MAP 8

OR-37, OR-38, OR-39, OR-40

SIGNS: OR-33, OR-34, OR-35, OR-36,

AREA MAP 10

SIGNS: OR-29, OR-30, OR-31, OR-32

AREA MAP 9

OR-44, OR-45, OR-46

SIGNS: OR-41, OR-42, OR-43,

AREA MAP 11

FIXTURE (BRACKET, TYPE III)

SIGN SYSTEM (SHIELD)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-47, TYPE III

FIXTURE (BRACKET, TYPE VIA)

SIGN SYSTEM (SHIELD)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-48, TYPE VI

OR-23, OR-24

SIGNS: OR-21, OR-22

AREA MAP 6

SCALE IN MILES

1 0 1 2

N o v e m b e r

S ig n L o c a ti o n s

S h e p w w o r k d ir

\j a c o b s u s v a p w

R p ln p tc s it e c X c X

.d g n

(SHEET 2 OF 5)

OREGON KEY MAP

PROJECT

NUMBER

OR FLAP CRGNSA MULT(2) C.8

FIXTURE (BRACKET, TYPE VI)

FIXTURE (CONCRETE PENTAGON POST)

SIGN SYSTEM (PANEL)

REMOVAL OF STRUCTURE (SIGN SUPPORT)

REMOVAL OF SIGN (PANEL)

OR-57, TYPE IV

SIGNS: OR-49, OR-50

AREA MAP 12

SIGNS: OR-51, OR-52, OR-53

AREA MAP 13

FIXTURE (BRACKET, TYPE VIA)

SIGN SYSTEM (SHIELD)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-56, TYPE VI

SCALE IN MILES

1 0 1 2

N o v e m b e r

S ig n L o c a ti o n s

S h e p w w o r k d ir

\j a c o b s u s v a p w

R p ln p tc s it e c X c X

.d g n

(SHEET 3 OF 5)

OREGON KEY MAP

PROJECT

NUMBER

OR FLAP CRGNSA MULT(2) C.9

FIXTURE (BRACKET, TYPE VIA)

SIGN SYSTEM (SHIELD)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-58, TYPE VI

FIXTURE (BRACKET, TYPE IV)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-60, TYPE IV

SIGNS: OR-61, OR-62

AREA MAP 14

SIGNS: OR-63, OR-64

AREA MAP 15

FIXTURE (BRACKET, TYPE IV)

SIGN SYSTEM (SHIELD)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-59, TYPE IV

SCALE IN MILES

1 0 1 2

N o v e m b e r

S ig n L o c a ti o n s

S h e p w w o r k d ir

\j a c o b s u s v a p w

R p ln p tc s it e c X c X

.d g n

(SHEET 4 OF 5)

OREGON KEY MAP

PROJECT

NUMBER

OR FLAP CRGNSA MULT(2) C.10

FIXTURE (BRACKET, TYPE IV)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-65, TYPE IV

See Sheet C.19 for details

OR-66

See Sheet C.19 for details

OR-67

SCALE IN MILES

1 0 1 2

N o v e m b e r

S ig n L o c a ti o n s

S h e p w w o r k d ir

\j a c o b s u s v a p w

R p ln p tc s it e c X c X

.d g n

(SHEET 5 OF 5)

OREGON KEY MAP

PROJECT

NUMBER

OR FLAP CRGNSA MULT(2) C.11

FIXTURE (BRACKET, TYPE VI)

FIXTURE (MASONRY BASE, TYPE VI)

SIGN SYSTEM (SHIELD)

SIGN SYSTEM (PANEL)

REMOVAL OF STRUCTURE (SIGN SUPPORT)

REMOVAL OF SIGN (PANEL)

OR-2, TYPE VI

See Sheet C.17

OR-1A

See Sheet C.18

OR-1B

FIXTURE (BRACKET, TYPE IV)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-4, TYPE IV

FIXTURE (BRACKET, TYPE IV)

SIGN SYSTEM (SHIELD)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-3, TYPE IV

FIXTURE (BRACKET, TYPE II)

FIXTURE (WOOD PENTAGON POST)

SIGN SYSTEM (SHIELD)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-5, TYPE V

FIXTURE (BRACKET, TYPE IV)

SIGN SYSTEM (SHIELD)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-6, TYPE IV

FIXTURE (BRACKET, TYPE IV)

SIGN SYSTEM (SHIELD)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-7, TYPE IV

FIXTURE (BRACKET, TYPE VI)

SIGN SYSTEM (SHIELD)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-8, TYPE VI

FIXTURE (BRACKET, TYPE III)

SIGN SYSTEM (SHIELD)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-9, TYPE III

FIXTURE (BRACKET, TYPE VIA)

SIGN SYSTEM (SHIELD)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-10, TYPE VI

FIXTURE (BRACKET, TYPE IV)

FIXTURE (CONCRETE PENTAGON POST)

SIGN SYSTEM (SHIELD)

SIGN SYSTEM (PANEL)

REMOVAL OF STRUCTURE (SIGN SUPPORT)

REMOVAL OF SIGN (PANEL)

OR-11, TYPE III

AREA MAP 1 AREA MAP 2

AREA MAP 3

SCALE IN FEET

1000 0 1000 2000

N o v e m b e r

S ig n L o c a ti o n s

S h e p w w o r k d ir

\j a c o b s u s v a p w

R p ln p tc s it e c X c X

.d g n

(SHEET 1 OF 4)

OREGON AREA MAP

PROJECT

NUMBER

OR FLAP CRGNSA MULT(2) C.12

WA FLAP CRGNSA MULT(2)N

FIXTURE (BRACKET, TYPE VIA)

SIGN SYSTEM (SHIELD)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-13, TYPE VI

FIXTURE (BRACKET, TYPE III)

SIGN SYSTEM (SHIELD)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-14, TYPE III

FIXTURE (BRACKET, TYPE I)

FIXTURE (CONCRETE PENTAGON POST)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-15, TYPE I

FIXTURE (BRACKET, TYPE I)

FIXTURE (CONCRETE PENTAGON POST)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-16, TYPE I

FIXTURE (BRACKET, TYPE VIA)

SIGN SYSTEM (SHIELD)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-17, TYPE VI

FIXTURE (BRACKET, TYPE I)

FIXTURE (CONCRETE PENTAGON POST)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-18, TYPE I

FIXTURE (BRACKET, TYPE I)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-19, TYPE I

FIXTURE (BRACKET, TYPE VIA)

SIGN SYSTEM (SHIELD)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-20, TYPE VI

FIXTURE (BRACKET, TYPE II)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-21, TYPE I

FIXTURE (BRACKET, TYPE I)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-22, TYPE I

FIXTURE (BRACKET, TYPE VIA)

SIGN SYSTEM (SHIELD)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-23, TYPE VI

FIXTURE (BRACKET, TYPE I)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

TYPE I

OR-24,

FIXTURE (BRACKET, TYPE I)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

TYPE I

OR-24,

FIXTURE (BRACKET, TYPE III)

SIGN SYSTEM (SHIELD)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-25, TYPE III

FIXTURE (BRACKET, TYPE II)

SIGN SYSTEM (SHIELD)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-26, TYPE I

AREA MAP 4 AREA MAP 5

AREA MAP 7AREA MAP 6

SCALE IN FEET

1000 0 1000 2000

N o v e m b e r

S ig n L o c a ti o n s

S h e p w w o r k d ir

\j a c o b s u s v a p w

R p ln p tc s it e c X c X

.d g n

(SHEET 2 OF 4)

OREGON AREA MAP

PROJECT

NUMBER

OR FLAP CRGNSA MULT(2) C.13

FIXTURE (BRACKET, TYPE I)

FIXTURE (CONCRETE PENTAGON POST)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-39, TYPE I

FIXTURE (BRACKET, TYPE I)

FIXTURE (CONCRETE PENTAGON POST)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-38, TYPE I

FIXTURE (BRACKET, TYPE VIA)

SIGN SYSTEM (SHIELD)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-35, TYPE VI

FIXTURE (BRACKET, TYPE VIA)

SIGN SYSTEM (SHIELD)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-34, TYPE VI

FIXTURE (BRACKET, TYPE VI)

SIGN SYSTEM (SHIELD)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-36, TYPE VI

FIXTURE (BRACKET, TYPE III)

SIGN SYSTEM (SHIELD)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-33, TYPE III

FIXTURE (BRACKET, TYPE VI)

SIGN SYSTEM (SHIELD)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-37, TYPE VI

FIXTURE (BRACKET, TYPE I)

FIXTURE (WOOD PENTAGON POST)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-40, TYPE I

FIXTURE (BRACKET, TYPE I)

FIXTURE (WOOD PENTAGON POST)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-46, TYPE I

FIXTURE (BRACKET, TYPE I)

FIXTURE (WOOD PENTAGON POST)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-45, TYPE I

FIXTURE (BRACKET, TYPE VIA)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-44, TYPE VI

FIXTURE (BRACKET, TYPE I)

FIXTURE (CONCRETE PENTAGON POST)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-43, TYPE I

FIXTURE (BRACKET, TYPE I)

FIXTURE (WOOD PENTAGON POST)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-42, TYPE I

FIXTURE (BRACKET, TYPE VIA)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-41, TYPE VI

WA FLAP CRGNSA MULT(2)N

FIXTURE (BRACKET, TYPE III)

FIXTURE (CONCRETE PENTAGON POST)

SIGN SYSTEM (SHIELD)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-27, TYPE III

FIXTURE (BRACKET, TYPE I)

FIXTURE (CONCRETE PENTAGON POST)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-28, TYPE I

FIXTURE (BRACKET, TYPE I)

FIXTURE (CONCRETE PENTAGON POST)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-29, TYPE I

FIXTURE (BRACKET, TYPE VIA)

SIGN SYSTEM (SHIELD)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-30, TYPE VI

FIXTURE (BRACKET, TYPE I)

FIXTURE (CONCRETE PENTAGON POST)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-31, TYPE I

FIXTURE (BRACKET, TYPE IV)

SIGN SYSTEM (SHIELD)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-32, TYPE IV

AREA 8 AREA 9

AREA 11AREA 10

SCALE IN FEET

1000 0 1000 2000

N o v e m b e r

S ig n L o c a ti o n s

S h e p w w o r k d ir

\j a c o b s u s v a p w

R p ln p tc s it e c X c X

.d g n

(SHEET 3 OF 4)

OREGON AREA MAP

PROJECT

NUMBER

OR FLAP CRGNSA MULT(2) C.14

WA FLAP CRGNSA MULT(2)N

N N

FIXTURE (BRACKET, TYPE IV)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-63, TYPE IV

FIXTURE (BRACKET, TYPE IV)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-64, TYPE IV

FIXTURE (BRACKET, TYPE VIA)

SIGN SYSTEM (SHIELD)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-49, TYPE VI

FIXTURE (BRACKET, TYPE I)

SIGN SYSTEM (SHIELD)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-50, TYPE I

FIXTURE (BRACKET, TYPE IV)

SIGN SYSTEM (SHIELD)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-51, TYPE IV

FIXTURE (BRACKET, TYPE I)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-52, TYPE I

FIXTURE (BRACKET, TYPE I)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-53, TYPE I

FIXTURE (BRACKET, TYPE VIA)

SIGN SYSTEM (SHIELD)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-62, TYPE VI

FIXTURE (BRACKET, TYPE II)

SIGN SYSTEM (SHIELD)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-61, TYPE I

AREA MAP 12 AREA MAP 13

AREA MAP 15AREA MAP 14

SCALE IN FEET

1000 0 1000 2000

N o v e m b e r

S ig n L o c a ti o n s

S h e p w w o r k d ir

\j a c o b s u s v a p w

R p ln p tc s it e c X c X

.d g n

(SHEET 4 OF 4)

OREGON AREA MAP

PROJECT

NUMBER

OR FLAP CRGNSA MULT(2) C.15

140'355' 100' 545' 840'

840' 480'

(OD417)

Adopt-a-Highway Exit 18

Lewis and Clark State Park

Guide Sign

(MUTCD W4-1)

Warning Sign (MUTCD E-1a)

Exit 18

Destination Guide Sign

(MUTCD R2-1 and R2-2P)

Speed Limit

Regulatory Sign

(OW15-15)

Snow Zone

Warning Sign

SPEED

LIMIT

TRUCKS

800'

675' to Warning Sign Chain-Up Area (ODOT OW22-3)

(remove sign, posts & foundation)

National Scenic Area

Entering Columbia River Gorge

Historical and Cultural Signs

Protect in place all existing signs unless otherwise noted. 2.

6B-15-13 for permanent boundary location.

Refer to Physical Data for ODOT right-of-way plan1.

(Sign OR-1A)

National Scenic Area

Entering Columbia River Gorge

Historical and Cultural Signs

See Sheet C.18

Guardrail system MGS

M.P. 18.04 to M.P. 18.10, Rt.

M.P. 18.1

I-84 WESTBOUND

I-84 EASTBOUND

I-84 WESTBOUND

25 50012.525

Scale in feet

EXIT

NOTE:

WA FLAP CRGNSA MULT(2)

N o v e m b e r

D .9 p w w o r k d ir

\j a c o b s u s v a p w

R p ln p p c

.d g n

(SHEET 1 OF 2)

SIGN OR-1A SITE PLAN

OREGON I-84 EASTBOUND

PROJECT

NUMBER

OR FLAP CRGNSA MULT(2) C.16

Soil erosion control, fiber roll

Direction of drainage

6B-15-13 for permanent boundary location.

Refer to Physical Data for ODOT right-of-way plan

25 50012.525

Scale in feet

Fixture (Bracket, Type IV)

Fixture (Concrete Pentagon Post)

Sign System (Panel)

Removal of Sign (Panel)

OR-1A, Type IV

M.P. 18.10, Rt.

(Sign Support)

Removal of Structure

M.P. 181

See Section I

Install soil erosion control, fiber roll

I-84 WESTBOUND

I-84 EASTBOUND

311' construction activities areas disturbed by

Apply turn establishment to (See Section D) absorbing terminal) tangent (ODOT non-flared energy Guardrail terminal section type MGS M.P. 18.10, Rt.

(L=187.5 LNFT)

(See Section D) Class B wood posts (ODOT Type 2A) Guardrail system MGS, Type 2 M.P. 18.04 to M.P. 18.10, Rt.

(See Section D) absorbing terminal) (ODOT non-flared energy Terminal section, type MGS tangent M.P. 18.04, Rt.

LEGEND:

NOTE:

11'

N o v e m b e r p w w o r k d ir

\j a c o b s u s v a p w

R p ln p p c c

.d g n

(SHEET 2 OF 2)

SIGN OR-1A SITE PLAN

OREGON I-84 EASTBOUND

PROJECT

C.17

I-84 WESTBOUND

I-84 EASTBOUND

Soil erosion control, fiber roll (sediment wattles)

Direction of drainage

See Section I

Install soil erosion control, fiber roll

6B-15-13 for permanent boundary location.

Refer to Physical Data for ODOT right-of-way plan

Fixture (Bracket, Type IV)

Fixture (Concrete Pentagon Post)

Sign System (Panel)

Removal of Structure (Sign Support)

Removal of Sign (Panel)

Sign OR-1B, Type IV

M.P. 18.68, Lt.

11' disturbed by construction activities

Apply turf establishment to areas

See Section D absorbing terminal) tangent (ODOT non-flared energy Guardrail terminal section type MGS

M.P. 18.72, Lt.

(L=187.5 LNFT)

(See Section D)

Class B wood posts (ODOT Type 2A) Guardrail system MGS, Type 2

M.P. 18.68 to M.P. 16.72, Lt.

(See Section D) 1 anchor and Type C end piece)

Terminal end (ODOT Type M.P. 18.68, Lt.

25 50012.525

Scale in feet

LEGEND:

NOTE:

N o v e m b e r

D p w w o r k d ir

\j a c o b s u s v a p w

R p ln p p c c

.d g n

SIGN OR-1B SITE PLAN

OREGON I-84 WESTBOUND

PROJECT

C.18

I-84

EASTBOUND

I-84

WESTBOUND

OR-67,

M.P. 100.15, Rt.

Fixture (Bracket, Type IV)

Fixture (Concrete Pentagon Post)

Sign System (Panel)

Removal of Structure (Sign Support)

Removal of Sign (Panel)

Type IV

OR-66,

M.P. 100.04, Lt.

Fixture (Bracket, Type IV)

Fixture (Concrete Pentagon Post)

Sign System (Panel)

Removal of Structure (Sign Support)

Removal of Sign (Panel)

Type IV protect in place

Existing guardrail, protect in place

Existing guardrail, COLUMBIA R

IVER

Soil erosion control, fiber roll

Direction of drainage

See Section I

Install soil erosion control, fiber roll

See Section I

Install soil erosion control, fiber roll

Remove and reset fence

I M

I-84

WESTBOUND

I-84

EASTBOUND

disturbed by construction activities

Apply turf establishment to areas disturbed by construction activities

Apply turf establishment to areas

25 50012.525

Scale in feet

OR-67 SITE PLAN

LEGEND:

OR-66 SITE PLAN

N o v e m b e r

D p w w o r k d ir

\j a c o b s u s v a p w

R p ln p p c c

.d g n

SIGNS OR-66 & OR-67 SITE PLAN

OREGON I-84

PROJECT

NUMBER

OR FLAP CRGNSA MULT(2) C.19

National

Scenic

Area

Leaving Columbia

River

Gorge national scenic area

116" 116"

12"

10"

18"

12"

10"

15½"

15⅝"

12"

172"

3½" 3½"

FRONT BACK

(See Note 2)

OR-67

OR-66

OR-1B

OR-1A

WA FLAP CRGNSA MULT(2)

2. New sign layouts, fabricate as detailed.

1. Sign layouts for information only, verify existing sign layout and dimensions before fabrication.

Note:

NO SCALE

N o v e m b e r

R P ro p o s e d S ig n s p w w o rk d ir \j a c o b s -u s -v a -p w -0

R (2 p ln p tc c X

-c X

.d g n

SIGN PANEL LAYOUTS

OREGON

PROJECT

NUMBER

C.20

2¼"

⅞"

4⅛"

26"

Trailheads wahclella falls highway state trail historic columbia river

1½"

40"

6⅜"

WA FLAP CRGNSA MULT(2)

OR-29

NO SCALE

1. Sign layouts for information only, verify existing sign layout and dimensions before fabrication.

Note:

N o v e m b e r

P ro p o s e d S ig n s p w w o rk d ir \j a c o b s -u s -v a -p w -0

R (2 p ln p tc c X

-c X

.d g n

SIGN PANEL LAYOUTS

OREGON

PROJECT

NUMBER

C.21 sandy river delta

68"

12½"

49"

2½"

1⅝"

2½"

Columbia River Gorge National Scenic Area

1½"

5⅞"

3" 3"

Lewis and Clark State Recreation Site

108"

20"

58"

8⅜"

5⅜"

8¼"

3½"

National

Scenic

Area

Leaving Columbia

River Gorge national scenic area

74" 74"

116"

10⅜"

10½"

12"

3½" 3½"

FRONT BACK

116"

OR-3

OR-4

WA FLAP CRGNSA MULT(2)

OR-2

1. Sign layouts for information only, verify existing sign layout and dimensions before fabrication.

Note:

NO SCALE

N o v e m b e r

E x is ti n g p w w o rk d ir \j a c o b s -u s -v a -p w -0

R (2 p ln p tc c X

-c X

.d g n

SIGN PANEL LAYOUTS

OREGON

PROJECT

NUMBER

C.22

Dabney

36"

12½"

32"

3½"

State Recreation Site

Dabney

88"

20"

58"

8⅝"

5⅜"

3½"

Portland Women's Forum State Scenic Viewpoint

108"

20"

70"

8¾"

5⅜"

8⅞"

3½"

Vista House Crown point

State Scenic Corridor

92"

20"

64"

8½"

5½"

3½"

WA FLAP CRGNSA MULT(2)

OR-5

OR-6

OR-7 OR-8

1. Sign layouts for information only, verify existing sign layout and dimensions before fabrication.

Note:

NO SCALE

N o v e m b e r

E x is ti n p w w o rk d ir \j a c o b s -u s -v a -p w -0

R (2 p ln p tc c X

-c X

.d g n

SIGN PANEL LAYOUTS

OREGON

PROJECT

OR FLAP CRGNSA MULT(2) C.23

Falls Latourell

48"

12½"

40"

5¼"

1⅝"

5⅝"

Shepperd's Dell

52"

12½"

40"

5¼"

1⅝"

5⅝"

State Park

Guy W. talbot

64"

15"

6¼"

4½"

6¼"

44"

2½"

Guy w.

Talbot

36"

12½"

40"

5¼"

1⅝"

5⅝"

WA FLAP CRGNSA MULT(2)

OR-9 OR-11

OR-10

OR-12

1. Sign layouts for information only, verify existing sign layout and dimensions before fabrication.

Note:

NO SCALE

N o v e m b e r

E x is ti n p w w o rk d ir \j a c o b s -u s -v a -p w -0

R (2 p ln p tc c X

-c X

.d g n

SIGN PANEL LAYOUTS

OREGON

PROJECT

NUMBER

C.24

Bridal Veil

Viewpoint

State Scenic

84"

20"

64"

8⅝"

5⅜"

3½"

56"

1½"

2" 2"

2¼"

⅞"

4⅛"

2.3 mi

4.8 mi

6.4 mi

Angel's Rest Trail angel's rest wahkeena trail #420 wahkeena falls

26"

Angel's Rest Trailhead

52"

12½"

40"

5¼"

1⅝"

5⅝"

WA FLAP CRGNSA MULT(2)

OR-13

OR-15

OR-14

1. Sign layouts for information only, verify existing sign layout and dimensions before fabrication.

Note:

NO SCALE

N o v e m b e r

E x is ti n p w w o rk d ir \j a c o b s -u s -v a -p w -0

R (2 p ln p tc c X

-c X

.d g n

SIGN PANEL LAYOUTS

OREGON

PROJECT

NUMBER

C.25

56"

1½"

2¼"

⅞"

4⅛"

2.3 mi

4.8 mi

6.4 mi

Angel's Rest Trail angel's rest wahkeena trail #420 wahkeena falls

26"

Wahkeena Falls Trail Wahkeena Falls Larch Mt. Trail

Multnomah falls

.2 mi

3.0 mi

52"

1½"

2¼"

⅞"

26"

Wahkeena Falls

68"

12½"

49"

2½"

1⅝"

2½"

Columbia River Gorge National Scenic Area

1½"

5⅞"

3" 3" 3"

.5 mi

WA FLAP CRGNSA MULT(2)

(See Note 2)

OR-16

OR-17

OR-18

2. New sign layout, fabricate as detailed.

1. Sign layouts for information only, verify existing sign layout and dimensions before fabrication.

Note:

NO SCALE

N o v e m b e r

E x is ti n p w w o rk d ir \j a c o b s -u s -v a -p w -0

R (2 p ln p tc c X

-c X

.d g n

SIGN PANEL LAYOUTS

OREGON

PROJECT

OR FLAP CRGNSA MULT(2) C.26

Larch Mountain Trail

6.8 mi

Multnomah Falls Bridge

Top of Falls

Wahkeena Trail

Larch Mountain

1.8 mi

.2 mi

1.0 mi

56"

1½"

2¼"

⅞"

4⅛"

28"

Gorge

Oneonta

52"

15"

48"

7½"

8½"

2½"

Larch Mountain

68"

12½"

49"

2½"

1⅝"

2½"

Columbia River Gorge National Scenic Area

1½"

5⅞"

3" 3" 3"

Multnomah Falls

68"

12½"

49"

2½"

1⅝"

2½"

Columbia River Gorge National Scenic Area

1½"

5⅞"

3" 3" 3"

WA FLAP CRGNSA MULT(2)

OR-19

OR-20 OR-21

OR-19a

1. Sign layouts for information only, verify existing sign layout and dimensions before fabrication.

Note:

NO SCALE

N o v e m b e r

E x is ti n p w w o rk d ir \j a c o b s -u s -v a -p w -0

R (2 p ln p tc c X

-c X

.d g n

SIGN PANEL LAYOUTS

OREGON

PROJECT

NUMBER

C.27

56"

2¼"

⅞"

4⅛"

28"

Oneonta Trail Horsetail Falls Trail Triple Falls Horsetail Creek Trail Larch Mountain

0.8 mi

1.8 mi

2.9 mi

7.7 mi

52"

1½"

2¼"

⅞"

4⅛"

28" Upper Horsetail Falls View Point Oneonta Creek Oneonta Trail

0.4 mi

0.8 mi

1.2 mi

1.3 mi

Horsetail Falls Trail

Horsetail Falls

68"

12½"

49"

2½"

1⅝"

2½"

Columbia River Gorge National Scenic Area

1½"

5⅞"

3" 3" 3"

WA FLAP CRGNSA MULT(2)

(See Note 2)

OR-22

OR-23

OR-24

2. New sign layout, fabricate as detailed.

1. Sign layouts for information only, verify existing sign layout and dimensions before fabrication.

Note:

NO SCALE

N o v e m b e r

E x is ti n p w w o rk d ir \j a c o b s -u s -v a -p w -0

R (2 p ln p tc c X

-c X

.d g n

SIGN PANEL LAYOUTS

OREGON

PROJECT

NUMBER

OR FLAP CRGNSA MULT(2) 000

C.28

State Park

Ainsworth

48"

12½"

37"

5⅜"

3⅜"

2½"

5¼"

Ainsworth State Park

Campground

60"

15"

50"

6½"

4½"

2½"

6½"

2½"

State Park

John B. Yeon

12½"

37"

6⅜"

3⅜"

2½"

5¼"

48"

WA FLAP CRGNSA MULT(2)

OR-25 OR-26

(See Note 2)

OR-27

2. New sign layout, fabricate as detailed.

1. Sign layouts for information only, verify existing sign layout and dimensions before fabrication.

Note:

NO SCALE

N o v e m b e r

E x is ti n p w w o rk d ir \j a c o b s -u s -v a -p w -0

R (2 p ln p tc c X

-c X

.d g n

SIGN PANEL LAYOUTS

OREGON

PROJECT

NUMBER

C.29

2¼"

⅞"

4⅛"

26"

Trailheads wahclella falls highway state trail historic columbia river

1½"

40"

6⅜"

1.0 mi

Wahclella Falls Trail Wahclella Falls

52"

1½"

19"

7¾"

2¼"

Trailhead Columbia River Gorge National Scenic Area

80"

12½"

3" 3"

52"2"

3½"

Wahclella Falls

1½"

4¼"

4¾"

0.1 mi

Upper McCord Creek Falls

Columbia Gorge Trail

4.9 mi

Elowah Falls Trail

Nesmith Point Via Trail 428

.8 mi

1.1 mi

56"

1½"

2" 2"

2¼"

⅞"

4⅛"

28"

Elowah Falls

Ainsworth St. Pk. Campground4.5 mi

WA FLAP CRGNSA MULT(2)

OR-28

OR-29 OR-31

1. Sign layouts for information only, verify existing sign layout and dimensions before fabrication.

Note:

NO SCALE

OR-30

N o v e m b e r

E x is ti n p w w o rk d ir \j a c o b s -u s -v a -p w -0

R (2 p ln p tc c X

-c X

.d g n

SIGN PANEL LAYOUTS

OREGON

PROJECT

OR FLAP CRGNSA MULT(2) C.30

64"

15"

4½"

56"

2½"

Toothrock Trailhead

Highway State Trail

Historic Columbia River1½" 3"

Cascade Fish Hatchery

44"

12½"

37"

5⅜"

3⅜"

2½"

5¼"

Eagle Creek Overlook

68"

15"

6" 57"

2½"

Columbia River Gorge National Scenic Area

3" 3"

1½"

6½"

Eagle Creek Campground

68"

12½"

49"

2½"

1⅝"

2½"

Columbia River Gorge National Scenic Area

1½"

5⅞"

3" 3" 3"

WA FLAP CRGNSA MULT(2)

OR-32

OR-33

OR-34 OR-35

1. Sign layouts for information only, verify existing sign layout and dimensions before fabrication.

Note:

NO SCALE

N o v e m b e r

E x is ti n g p w w o rk d ir \j a c o b s -u s -v a -p w -0

R (2 p ln p tc c X

-c X

.d g n

SIGN PANEL LAYOUTS

OREGON

PROJECT

OR FLAP CRGNSA MULT(2) C.31

.9 mi

1.3 mi

Gorge Trail

Tanner Creek Road

Wauna Viewpoint Trail

Tanner Creek 3.0 mi

52"

1½"

25"

4¼"

⅞"

2¼"

7¾"

.2 mi

.5 mi

2.5 mi

Buck Point Trail Ruckle Creek Trail Pacific Crest Trail

Gorge Trail

52"

1½"

4¼"

⅞"

2¼"

7¾"

25"

Historic Columbia River Highway

68"

57"

2½"

State Trail Cascade Locks

Eagle Creek Recreation Area

Trailhead

Picnic Area

Campground

Overlook

2½"

WA FLAP CRGNSA MULT(2)

OR-37

(See Note 2)

OR-39

OR-38

OR-36

2. New sign layout, fabricate as detailed.

1. Sign layouts for information only, verify existing sign layout and dimensions before fabrication.

Note:

NO SCALE

N o v e m b e r

E x is ti n g p w w o rk d ir \j a c o b s -u s -v a -p w -0

R (2 p ln p tc c X

-c X

.d g n

SIGN PANEL LAYOUTS

OREGON

PROJECT

OR FLAP CRGNSA MULT(2) C.32

Cascade Locks

9½"

7½"

48"

19"2.4 Mi

Cascade Locks Trail Head

67"

15"

57"

2½"

Historic Columbia River

Highway State Trail

3" 3"

1½"

6½"

Pacific Crest National

1½"

48"

18" Scenic Trail North

City of Cascade Locks 1½"

2" 3"

Pacific Crest Trail

1½"

48"

18"

Gorge Trail 400 2"

4½"

WA FLAP CRGNSA MULT(2)

OR-40

OR-41

OR-42 OR-43

1. Sign layouts for information only, verify existing sign layout and dimensions before fabrication.

Note:

NO SCALE

N o v e m b e r

O R

E x is ti n g p w w o r k d ir

\j a c o b s u s v a p w

R p ln p tc c X c X

.d g n

SIGN PANEL LAYOUTS

OREGON

PROJECT

OR FLAP CRGNSA MULT(2) C.33

Trailhead

Columbia River Gorge

National Scenic Area

95"

12½"

52"2"

6¼"

3½"

Bridge of the Gods

1¼"

Pacific Crest Trail North

1½"

7½"

1½"

48"

24"City of Cascade Locks 2"

Pacific Crest Trail South

Gorge Trail 400

1½"

Pacific Crest Trail South

1½"

7½"

1½"

48"

24"Gorge Trail 400 2"

Pacific Crest Trail North

City of Cascade Locks

1½"

WA FLAP CRGNSA MULT(2)

(See Note 2)

OR-45

OR-46

OR-44

2. New sign layout, fabricate as detailed.

1. Sign layouts for information only, verify existing sign layout and dimensions before fabrication.

Note:

NO SCALE

N o v e m b e r

O R

E x is ti n g p w w o r k d ir

\j a c o b s u s v a p w

R p ln p tc c X c X

.d g n

SIGN PANEL LAYOUTS

OREGON

PROJECT

OR FLAP CRGNSA MULT(2) C.34

Fish Hatchery

Oxbow

44"

12½"

37"

5⅜"

3⅜"

2½"

5¼"

Herman Creek Campground

78"

12½"

6" 55"

2½"

Columbia River Gorge National Scenic Area

3" 3"

1½"

Trailhead Historic Columbia River

Highway State Trail

72"

15"

56" 2"

3½"

Wyeth

Columbia River Gorge

National Scenic Area

12½"

55"

4¼"

4½"

2½"

68"

Campground 6"

4¼"

State Park

Creek Starvation

64"

15"

6¼"

4½"

6¼"

52"

2½"

WA FLAP CRGNSA MULT(2)

OR-49OR-48

OR-47

OR-50

OR-51

1. Sign layouts for information only, verify existing sign layout and dimensions before fabrication.

Note:

NO SCALE

N o v e m b e r

E x is ti n g p w w o rk d ir \j a c o b s -u s -v a -p w -0

R (2 p ln p tc c X

-c X

.d g n

SIGN PANEL LAYOUTS

OREGON

PROJECT

OR FLAP CRGNSA MULT(2) C.35

42"

2½"

55"

Historic Columbia

State Trail

River Highway hole in the wall falls .5 miles wyeth trailhead 4.6 miles viento state park 1 mile starvation creek falls .1 miles

1½"

1½" 2½"

2½"

48"

29"

Starvation creek 1.0 mi

Historic Columbia

River Highway

State Trail

1½"

2½"

WA FLAP CRGNSA MULT(2)

(See Note 2)

OR-52

OR-53

2. New sign layout, fabricate as detailed.

1. Sign layouts for information only, verify existing sign layout and dimensions before fabrication.

Note:

NO SCALE

N o v e m b e r

O R

E x is ti n g p w w o r k d ir

\j a c o b s u s v a p w

R p ln p tc c X c X

.d g n

SIGN PANEL LAYOUTS

OREGON

PROJECT

OR FLAP CRGNSA MULT(2) C.36

Columbia

River

Gorge

National

Scenic

Area

Leaving

National

Scenic

Area

56"56"

88"

7⅝"

7⅞"

7¾"

2½" 2½"

54"

48"

2½"

USDA

Forest Service

Columbia River Gorge

National Scenic Area

15"

2" 2"

3" 4"

Mark O. Hatfield

Historic Columbia River Highway State Trail

72¼"

54"

5½"

3½"

Senator

West Trailhead

5½"

1½"

12½"

Highway State Park

Mark o. Hatfield Senator

64"

74"

2½"

6¼"

Trailhead

Historic Columbia River 6½"

6½"

2½"

12½"

WA FLAP CRGNSA MULT(2)

(See Note 2)

OR-57OR-56

OR-58

OR-59

2. New sign layout, fabricate as detailed.

1. Sign layouts for information only, verify existing sign layout and dimensions before fabrication.

Note:

NO SCALE

Back Front

N o v e m b e r

E x is ti n g p w w o rk d ir \j a c o b s -u s -v a -p w -0

R (2 p ln p tc c X

-c X

.d g n

SIGN PANEL LAYOUTS

OREGON

PROJECT

OR FLAP CRGNSA MULT(2) C.37

Memaloose Overlook

64"

35"

11½"

9½"

2½"

Rowena Crest

68"

20"

64"

12"

3½"

42"

2½"

60"

TOM McCALL

PRESERVE

12½"

4½"

Discovery Center

112"

3½"

54" Columbia Gorge

Wasco County

Historical Museum

12"

WA FLAP CRGNSA MULT(2)

OR-62

OR-60

OR-61

OR-63

1. Sign layouts for information only, verify existing sign layout and dimensions before fabrication.

Note:

NO SCALE

N o v e m b e r

O R

E x is ti n g p w w o r k d ir

\j a c o b s u s v a p w

R p ln p tc c X c X

.d g n

SIGN PANEL LAYOUTS

OREGON

PROJECT

OR FLAP CRGNSA MULT(2) C.38

Discovery Columbia Gorge

Center And

Museum

12"

142"

3½"

90"

National

Scenic

Area

Leaving Columbia

River

Gorge national scenic area

55½"

3½"

FRONT BACK

10"

88"

55½"

3½"

WA FLAP CRGNSA MULT(2)

OR-64

OR-65

1. Sign layouts for information only, verify existing sign layout and dimensions before fabrication.

Note:

NO SCALE

N o v e m b e r

O R

E x is ti n g p w w o r k d ir

\j a c o b s u s v a p w

R p ln p tc c X c X

.d g n

SIGN PANEL LAYOUTS

OREGON

PROJECT

OR FLAP CRGNSA MULT(2) C.39

DETAIL CONVERTED FROM ODOT STD. DRG. RD-402

TYPES

MIDWEST GUARDRAIL SYSTEM

THRIE BEAM GUARDRAIL

necessary to achieve required guardrail height.

Existing posts shall not be raised. Replace posts as material may be used. See ODOT's QPL.

Wood blocks shown. Blocks of an approved alternate galvanized nails in top of block to prevent block rotation.

Wood block shall be toe-nailed to the post with 2-16d all types). 1-inch ± tolerance.

measured from final paved surface at face of rail (Typical

Final paved surfacing to extend to face of post. Rail height

Lap guardrail in direction of adjacent traffic.

as needed.

from the face of the tightened nut; trim the treated portion

-inch2

-inch to 4 permitted to extend beyond limits of nearest the traffic lane. The bolt's threaded portion is not

Orient post bolts with the button head located on the side as face of guardrail.

When required by the plans, Drainage curb alignment same shown.

See appropriate guardrail standard drawings(s) for details not

NORMAL RAIL ELEMENT DATA

TYPE RAIL EFFECTIVE LENGTHS GAUGE

4 TRANSITION

Thrie beam

W-beam

6.25'

6.25', 12.5', 25'

10 & 12

GENERAL NOTES:

W-BEAM GUARDRAIL W-BEAM GUARDRAIL ASSEMBLY

TYPICAL INSTALLATIONALTERNATE INSTALLATION

(DOUBLE SIDED W/CHANNEL RAIL)

METAL MEDIAN BARRIERTYPES 2A & 3

(For Type 3 use double thickness (2) rail elements)

(See General Note 3)

TYPE 4 & 4 TRANSITION INITIAL INSTALLATION

(nom.)

" Button head bolt8

5LC

with hex nut & washer (typ.)

" Button head bolt8 on each side of block (typ.)

16d Galv. anti-rotation nail

Thrie beam block

F a c e o f g u a r d r a il rail (typ.)

Thrie beam

(See General Note 2)

(where required)

Drainage curb, Post (wood or steel) hole (typ.)

" dia. thru4

(nom.)

8" to top of post

2" Top of block

"F a c e o f g u a r d r a il

F a c e o f g u a r d r a il

W-beam block

" Button head bolt8

5LC

Channel rail

Post (wood or steel)

F a c e o f g u a r d r a il

Post (wood or steel) with hex nut & washer

" Button head bolt8 on each side of block (typ.)

16d Galv. anti-rotation nail

W-beam block rail (typ.)

W-beam

(See General Note 2)

(where required)

Drainage curb, hole (typ.)

" dia. thru4

WA FLAP CRGNSA MULT(2)

N o v e m b e r p w w o r k d ir

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PROJECT

NUMBER

D.2

WOOD POST AND BLOCK

MIDWEST GUARDRAIL SYSTEM

DETAIL CONVERTED FROM ODOT STD. DRG. RD-403

GENERAL NOTES:

W-BEAM GUARDRAIL

GUARDRAIL WOOD POST TABLE

W-BEAM

THRIE BEAM

GUARDRAIL TYPE POST SIZE

4 (Transition)

Metal median barrier

8"x8"

6"x8" or 8"x8"

8"x8"

6"x8" or 8"x8"

LENGTH

POST

SPACING

POST

6'-0"

7'-0"

6'-6"

6'-0"

6'-3"

"2 13'-1

FRONT SIDE

TOP

FRONT

SIDE

W-BEAM WOOD BLOCK FOR WOOD POST

S e e p o s t le n g th t a b le

(See General Note 3) hole for guardraill bolt

" dia.16 13" or 4

" 7

8" 6"

6" b lo c k for post attachment through block

" dia. hole4 anti-rotation nail

16d Galv.

hex nut with washer &

" Guardrail bolt8

Post for post attachment through block

" dia. hole4

THRIE BEAM WOOD BLOCK FOR WOOD POSTTHRIE BEAM WOOD POST

TOP

S e e p o s t le n g th t a b le

FRONT SIDE

8" hole for guardraill bolt

" dia.16 13" or 4

(See General Note 5)

Block to match ost

TOP

FRONT

6" post attachment for through block

" dia. hole4

SIDE

6" 8"

6" for post attachment through block

" dia. hole4 anti-rotation nail

16d Galv.

hex nut with washer &

" Guardrail bolt8

Post b lo c k

W-BEAM ASSEMBLY DETAIL

(6x8 wood post and 6x8 wood block shown)

THRIE BEAM ASSEMBLY DETAIL

NO SCALE

" Guardrail bolt 8 rail element

W-beam anti-rotation nails

16d Galv.

6" 8"

" Recessed nut8 those on termianl sections all posts except

Plain washer, " dia. thru hole4

" Guardrail bolt 8

(See General Note 6)

Thrie beam rail element anti-rotation nails

16d Galv.

8" 6"

6" those on termianl sections all posts except

Plain washer, " Recessed nut8

Post

" dia. thru hole (typ.)4 block rotation.

2-16d galvanized nails in top of block to prevent

Wood block shall be toe-nailed to the post with wood post shall be 8-inch x 8-inch.

When required by the plans, nested thrie beam alternate material may be used. See ODOT's QPL.

Wood blocks shown. Blocks of an approved blocks.

Dimensions shown are for nominal posts and

-inch hole(s) used.16

-inch or 4 is to be installed. Drill 12-inches below top

Lowest hole(s) required only when channel rail for details not shown.

See appropriate guardrail standard drawings(s)

(See General Note 5)

Block to match post

(6 x 8 wood post and 6 x 8 wood block shown)

(6" x 8" post shown) (6" x 8" wood block shown)

WA FLAP CRGNSA MULT(2)

N o v e m b e r

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PROJECT

NUMBER

D.3

(W-BEAM)

DETAIL CONVERTED FROM ODOT STD. DRG. RD-407

GENERAL NOTES:

TYPICAL SECTION

NO SCALE

Paved shldr.

6x8 block (typ.) nail (typ.)

16d galv. anti-rotation

F a c e o f g u a r d r a il rail element

W-beam

(See General Note 2)

(where reqd.)

Drainage curb , (Steel post shown)

Slope break point

Post

NORMAL RAIL ELEMENT DATA

TYPE

LENGTHS

EFFECTIVE

(GALV.)

THKN.

2A, 3 6.25' 12.5', 25'10 ga. & 12 ga.

"16

(t y p

(typ.)

" R8

")16

Tol. (-0, +

"16

(t y p ty p

0.105" nom. (Before galv.)

Base metal thkn.

" splice slots (typ.)8 1" x 132 post bolt slots

"2 1" x 24

10°±1°

" rad. (typ.)16

"32

"16

FITTING

Block Post required per splice nut (typ.), eight (8) with recessed hex

" Splice bolt8 rail element

W-beam hex nut (typ.)

washer & recessed

" Post bolt with8

"R64

"R8

SLOT

POST BOLT

SLOT

SPLICE BOLT

removal only.

b. All post bolt threads to be set after assembly for wrench

".2 1" to 4

1 the tightened nuts within limits of

a. When required by the plans, post bolts to extend beyond

NOTE:

SECTION THRU RAIL ELEMENT

3'-16'-3""2

3'-1

12'-6" between splices 12'-6" between splices

12'-6" between splices

6'-3""2

3'-1"2

3'-16'-3"

31" W-beam guardrail splice

Mid span splice

Mid span

TYPICAL ELEVATION

STEEL POST WOOD POST

(W6X8.5 or W6x9) (6x8 or 8x8)

Ground line

13'-6

4 "2

3'-16'-3""2

3'-1

2" (typ.)

about Symmetrical

eight (8) required bolt slot each end

" slice8 1" x 132

TYPICAL W-BEAM RAIL ELEMENT

W-BEAM ASSEMBLY DETAILS

lap at mid-span

Rail splice eight (8) reqd. per splice with recessed hex nut, " Splice bolt8

M id-span

(See Gen. Note 7) wood post

6x8 or 8x8 nex nut & washer

" Recessed8 5 anti-rotation nail

16d Galv.

(See Gen. Note 7) steel post

W6x8.5 or W6x9 anti-rotation nail

16d Galv.

nex nut & washer

" Recessed8

(See Gen. Note 6)

6'x8" block

W-beam rail element recessed hex nut with washer &

" Guardrail bolt8 of tr av el

Di re ct io n post bolt slot (typ.)

"2 1" X 24 pre-curved to Industry standard. Install "Radius Identification Plate".

For guardrail installed on fadii of 150' or less (5' min. radius) use rail elements

All posts for guardrail run shall be of the same type: wood or steel.

See ODOT's QPL.

Wood blocks shown. Blocks of an approved alternate material may be used.

Standard Dwg. RD403).

Blocks shall be toe-nailed to prevent rotation when wood posts are used (see paved surface at face of rail to top of rail (typ. all types). 1-inch ± tolerance.

Final paved surfacing to extend to face of post. Rail height measured from final

Lap guardrail in direction of adjacent traffic.

When required by the plans, drainage curb alignment same as face of guardrail.

See appropriate guardrail standard drawings(s) for details not shown.

WA FLAP CRGNSA MULT(2)

N o v e m b e r

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PROJECT

NUMBER

D.4

(NUTS, BOLTS, WASHERS AND MISC.)

STANDARD HARDWARE

MIDWEST GUARDRAIL SYSTEM

DETAIL CONVERTED FROM ODOT STD. DRG. RD-416

NO SCALE

GENERAL NOTES:

SUPPLEMENTARY NOTES:

bonding system.

decks. Cast in place or core and install using approved resin

6-inch (min.) penetration into concrete slabs other than bridge structure plans.

Furnished & installed by structure contractor when shown on on Type C End Piece as shown.

Use rectangular Snow Load Tail washer under bolt head nut

Not required if Snow Load Post washer option is used.

d c b a

HHfH

HHfH f

"16 hex nut mod. heavy

" - 118 recess one or both sides

" deep16 11" x

" DIA. RECESSED HEX NUT8

" dia. hole16 11 " Steel plate4

POST WASHER

SNOW LOAD

RAIL WASHER

SNOW LOAD

" Steel plate16 3 Slotted hole

(min.)

"16

Steel plate

PLAIN WASHER

(Use on back of post)

(See General Note 6) as directed by the engineer

Use in area of heavy snow,

(L) (IN.)

LENGTH

(T) (IN.)

THREAD LENGTH

(min.)8

(min.)4

4 (min.)

BOLT DIMENSION TABLE

(t yp

"16

"32

"16

ALTERNATIVE NO.1

ALTERNATIVE NO.2

(BUTTON HEADED)

" GUARDRAIL POST/SPLICE BOLT 8

"16

15""4

10" base plate

"8 510"x6"x place as shown slotted holes, "2 14-1"x1

W6x9 steel post

PLAN

ELEVATION

BASE PLATE DETAILS

than normal for post installation)

(Use when depth of cover is less

(For additional details, see Std. Dwg. BR266) ab c d

Height as required to be vertical.

W6x9 steel post base plate

"8 510"x6"x resin bonded anchor

" bolt, or4 box culvert, etc.

Concrete top of washer (4 reqd.)

Leveling nut & grouted pad

" (min.)2 plate (See detail

Radius identification rail element

W-beam

Splice bolt slot rail element

W-beam Splice bolt slot

RADIUS IDENTIFICATION PLATE MOUNTING DETAIL

plate (See detail

Radius identification

RADIUS IDENTIFICATION PLATE

(See General Note 4)

1"8

12.5"

" Steel plate4

" dia. hole4

" DIA. CARRIAGE BOLT8

"16

"32

"16

(See General Note 5) nearest the P.C. of the guardrail radius.

the back side of the rail element with the lowest splice bolt

The guardrail radius identification plate is to be mounted on width. Plate shall be galvanized after placement of digits.

-inch (max.)4

-inch (min.) height and 2

Digits shall be 1 letters "HHH", shown on the Radius Identification Plate detail.

placed on the plate with a raised weld bead replacing the

Radius dimensions, in feet to the nearest 0.5-foot, shall be welded.

All indicated welds shall attain the full strength of the section shown.

See appropriate guardrail standard drawings(s) for details not

(Traffic side)

WA FLAP CRGNSA MULT(2)

N o v e m b e r

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PROJECT

NUMBER

D.5

END SECTIONS

DETAIL CONVERTED FROM ODOT STD. DRG. RD-417

NO SCALE

GENERAL NOTES:

shown.

See appropriate guardrail standard drawings(s) for details not1.

25.5° b b

10 ga. galv.

PLAN

3" "2

Neutral axis a Use rectangular washer under bolt head and nut on Type C End Piece as shown.

4 "4

4" 4"

2'-6"

3 "

LC Beam element slot (optional) post bolt

"2 1"x24

1" dia. holes (typ.)

" dia. holes4

ELEVATION

W-BEAM TERMINAL CONNECTOR

25.5° b

3 3"

PLAN

3" "2

2'-6"

7 4"4" 2"

" Holes4

ELEVATION

THRIE BEAM TERMINAL CONNECTOR

ELEVATION

THRIE BEAM TYPE C END PIECE

2" "2

" slots (typ.)8 1"x132

29 12 ga. galv. plate

ALTERNATE 1 ALTERNATE 2

2" "2

" slot (typ.)8 1"x132

2" "2

"R a a a a

Rail element "4

1218" in rail member

Splice bolt slot

PLAN

ALTERNATE 1 ALTERNATE 2

ELEVATION

W-BEAM TYPE C END PIECE

(For details not shown, see Type B End Piece)

PLAN

SECTION B-B

PLAN

ELEVATION

THRIE BEAM TYPE B END PIECE

82"

25" (min.)

slot (typ.)

"8 1"x132

29slot (typ.)

"8 1"x132

S y m m e tr ic a l a b o u t

Metal thkn.

12 ga. galv.

6" R slot (typ.)

"8 1"x132

82"

30° "2

SECTION A-A ELEVATION

W-BEAM TYPE B END PIECE

PLAN

Metal thkn.

12 ga. galv.

2" "2 a p p r o x

30°

82" splice bolt slot (typ.)

"8 1"x132

3" (min.)

24"± 1"

" R4 as required Trim post connector (see detail) Terminal

(see detail) connector terminal

Thrie beam end piece.

for use with alternate Type "C"

25.5" bend and hole reqd. only splice bolt slots (typ.)

"8 1" x 132

WA FLAP CRGNSA MULT(2)

N o v e m b e r

.6 p w w o r k d ir

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PROJECT

NUMBER

D.6

GRADING FOR TERMINALS

DETAIL CONVERTED FROM ODOT STD. DRG. RD-419

GENERAL NOTES:

maximum grade break at normal edge of shoulder 8%.

maximum shoulder slope 10% for guardrail widening. If required, Cross slope to match adjacent roadway cross slope (preferred). If required, ensuring that the end piece is entirely off normal shoulder.

Guardrail Non-flared terminal shall be installed with a (min.) 1-foot offset

See project plans for details not shown. E=2' or as shown on project plans.

See appropriate gaurdrail standard drawing(s) for details not shown.

appropriate test level for the project.

manufacturer's recommendations. Ensure that guardrail terminal meets

Install a guardrail terminal system that meets MASH reauirements per

Use details shown as a general guide since manufacturer's details may vary.

1:4 slope or flatter preferable, 1:3 (max.).

Length of need post location varies by manufacturer.

"W" distance is measured to face of guardrail at end post, exclusive of end piece.

according to manufacturer's recommendations.

Install a reflectorized object marker on head of every guardrail terminal with "W" 4-feet or less

(post count varies).Provide shop drawings to Engineer.

Provide guardrail terminal from ODOT's QPL. Install according to manufacturer's recommendations runs is required.

flared or non-flared. Paving of widened shoulder to the face of posts on both ends of guardrail

On two way two lane highways, both ends of guardrail runs shall be provided with a terminal

10.

ALTERNATIVE GRADING

PREFERRED GRADING

SECTION A-A

SECTION B-B

E w id e n in g

B e g in g r a d e

B to match face of post

Edge of pavement

Top of shoulder rock

Top o f shou lder ro ck

Top of shoulder rock

10:1 taper

Edge of pavement

10:1 taper

Normal edge of paved shoulder

Adjacent traffic flow

'3'

Cross slope

10' m in m in

Guardrail length of need n e e d p o in t

L e n g th o f

Giardrail terminal length - Varies

A w id e n in g

B e g in g r a d e

Cross slope

Top o f sho ulder rock

Top of shoulder rock

10:1 taper

Top of shoulder rock

Edge of pavement10:1 taper Normal edge of paved shoulder

Guardrail length of need

Giardrail terminal length - Varies to match face of post

Edge of pavement

10'7' m in

Adjacent traffic flow

PLAN

* See Note 6 and 9 ELEVATION

12'-6""2

3'-1 n e e d p o in t

L e n g th o f

Guardrail length of need

Pay limit on finish grade

Ground strut

4" (max.)

See Note 7

Finish Grade

Finish grade

(where required)

Drainage curb to match face of post

Edge of pavement

(See Note 10)

1:3 (max.)

Variable Slope

(2% norm.)

Sl. var.

o f p a v e d s h ld r

N o r m a l e d g e

F a c e o f r a il s h ld r r o c k

T o p o f s h ld r r o c k

T o e o f varies

Shoulder width E 2' Varies

(min.)

Depth varies

(where required)

Drainage curb to match face of post

Edge of pavement

(See Note 10)

1:3 (max.)

Slope varies s h ld r r o c k

T o p o f s h ld r r o c k

T o e o f

Finish grade

(2% norm.)

Sl. var.

o f p a v e d s h ld r

N o r m a l e d g e

Depth varies

Shoulder width E W Widened grading Varies varies (see Note 8) guardrail terminal

Guardrail terminal - Pay limitGuardrail

A to F in is h e d

G r a d e

"Guardrail terminal length - Varies

WA FLAP CRGNSA MULT(2)

N o v e m b e r

.7 p w w o r k d ir

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PROJECT

NUMBER

D.7

TERMINAL

NON-FLARED ENERGY-ABSORBING

MIDWEST GUARDRAIL SYSTEM

DETAIL CONVERTED FROM ODOT STD. DRG. RD-420

NO SCALE

NOTE:

(see project plans)

Depth varies

(Slope varies, 2% normal)

Finish grade

E d g e o f s u b g r a d e

(see project plans)

Shoulder width varies o f s h ld r

N o r m a l e d g e

F a c e o f r a il

(Slope varies, 2% normal)

Finish grade

(see project plans)

Shoulder width varies Face of rail

E d g e o f s u b g r a d e

1:3 max. (See Note 4)

SECTION A-A

SECTION B-B

plans)

(see project face of posts shldr. to match

Edge of paved

(where reqd.)

Drainage curb

VariesE

1:3 max. (See Note 4)

(see project plans)

Depth varies

(where reqd.)

Drainage curb face of posts shldr. to match

Edge of paved

Cross slope

(See Note 9)

(see tables)

*** See Note 3

TEST LEVEL L (ft) W (ft) posts at terminal ends only, as shown.

guardrail. Modify alignment to match face of

2. Drainage curb alignment same as face of

1. E=2', where shown on plans.

NOTE:

(min.)

Variesguardrail teminals

See grading for grading

Edge of widened

1 to 23 (> 45 mph)

1 (≤ 30 mph)

2 (≤ 45 mph)

"2 125'-9 1 ***

"2 138'-3

"2 150'-9

1 ***

Cross slope paved shldr.

Edge of

A to match face of posts Edge of paved shldr.

Normal edge of paved shldr.MSKT End Terminal (Shown)

PLAN

ELEVATION

MSKT END TERMINAL

Terminal pay limit n e e d p o in t L e n g th o f

50'

(See project plans) Guardrail type & length

Guardrail pay limit

Ground strut on finish grade

ELEVATION

SOFTSTOP END TERMINAL

Finish grade

Ground strut on finish grade n e e d p o in t L e n g th o f

(See project plans) Guardrail type & length

Guardrail pay limit Terminal pay limit

X (TL-3)

X (TL-2)

X (TL-1)

to normal edge of paved shldr.

Extend 10:1 taper

Finish grade

See Note 3

See Note 9

4" (max.)

See project plans for details not shown.

If required, maximum grade break at normal edge of shoulder 8%.

If required, maximum shoulder slope 10% for guardrail widening.

Cross slope to match adjacent roadway cross slope (preferred).

exclusive of end piece.

"W" distance is measured to face of guardrail at end post, 4-feet or less.

Install fixed object marker on head of every terminal with "W" shop drawings for CO review and approval.

manufacturer's recommendations (post count varies). Provide Provide terminal from ODOT's QPL. Install according to

1:4 slope or flatter preferable, 1:3 (max.)

ensuring that the end piece is…

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