ora-waa-crgnsa-mult2_plans_IFB.pdf

12/31/2026

Digitally signed by Luke Rowley Date: 2025.09.09 11:57:11-06'00'

Digitally signed by Luke Rowley Date: 2025.09.09 11:57:31-06'00'

BRENT L COE Digitally signed by BRENT L COE Date: 2025.09.10 07:17:01 -07'00'

WA DOT 14(2)

:1

P M

S e p te m b e r

S h e e t

A .2 c p w w o r k d ir

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

\d

\O

R p ln g e n a a

.d g n

SHEET INDEX

PROJECT

NUMBER

SHEET

WA FLAP CRGNSA MULT(2)

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

W

RIP

G W G WV

CP GPS

36 31

36 31

E

N 1000EL. 1234.56

SEC.

SEC.

DI

N

TP

TP

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

AH

ADT

abut.

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

br.

BP

BM

b.f.

BK

ctrs.

CS

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

NO SCALE

NOTE:

1.

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.

EW

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.

IE

ID

joint invert elevation inside diameter ftg.

flg.

fin.

f.f.

footing flange finish front face

LW

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.

Ts

TS

thd.

TBM

T.

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.

ST

SS

SRS

SQYD

SQFT

spa.

SLRY

shldr.

sect.

SC

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.

PT

PST

PSC

PSI

PSF

PS

POT

POS

POC

pl.

PI

PCS

PCC

PC

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

OG

OD

o. to o.

o.c.

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

NC

N normal crown north

A A

DI

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 Reservoir; 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

EXISTING PROPOSED

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 -

ABBREVIATIONS

PLAN SYMBOLS AND

101-1W

FP-14

6/2022

WFLHD DETAIL

:2

S e p te m b e r

D e t W

-1 p w w o rk d ir \j a c o b s -u s -v a -p w -0

\d

\O

R

(2 p ln g e n a

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

APPROVED FOR USE

PROJECT

NUMBER

SHEET

A.3

WA FLAP CRGNSA MULT(2)

right

Sheet and Description

Section C Section D Section E Section F Section G Section I

Oregon

Permanent

Traffic

Control

Oregon

Safety

Features

Oregon

Temporary

Traffic

Control

Washington

Permanent

Traffic

Control

Washington

Temporary

Traffic

Control

Soil Erosion and

Sediment

Control

BID

SCHEDULE

A0010 15101-0000 MOBILIZATION LPSM ALL

A0020 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

A0030 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0040 15401-0000 CONTRACTOR TESTING LPSM ALL

A0050 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0060 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 1500 100 1600

A0070 20301-2400 REMOVAL OF SIGN,(PANEL) EACH 78 85 163

A0080 20301-2700 REMOVAL OF STRUCTURE,(SIGN SUPPORT) EACH 6 5 11

A0090 61701-4700 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS B WOOD POSTS,(ODOT Type 2A) LNFT 375 375

A0100 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT,(ODOT non-flared energy absorbing terminal) EACH 2 2

A0110 61703-0000 TERMINAL END,(ODOT type 1 anchor & type C end piece) EACH 2 2

A0120 62302-0000 SPECIAL LABOR,(STONE MASON) HOUR 80

A0130 62502-0000 TURF ESTABLISHMENT SQYD 900 100 1000

A0140 63302-0000 SIGN SYSTEM,(PANEL) SQFT 2088.3 1577.9 13.8 3680

A0150 63302-0000 SIGN SYSTEM,(SHIELD) SQFT 56 147 203

A0160 63502-0300 TEMPORARY TRAFFIC CONTROL, ARROW BOARD, TYPE C EACH 1 1

A0170 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 2 2 4

A0180 63502-1250 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 42-INCH EACH 600 50 50 700

A0190 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 315 20 25 360

A0200 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A EACH 2 2 4

A0210 63502-1900 TEMPORARY TRAFFIC CONTROL, SHADOW VEHICLE EACH 1 1 2

A0220 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 353 280 17 650

A0230 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 200 300 500

A0240 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR DAY 45 50 95

A0250 64603-0000 FIXTURE,(BRACKET, TYPE I) EACH 19 43 62

A0260 64603-0000 FIXTURE,(BRACKET, TYPE II) EACH 4 16 20

A0270 64603-0000 FIXTURE,(BRACKET, TYPE III) EACH 8 4 12

A0280 64603-0000 FIXTURE,(BRACKET, TYPE IV) EACH 14 11 25

A0290 64603-0000 FIXTURE,(BRACKET, TYPE VI) EACH 6 3 9

A0300 64603-0000 FIXTURE,(BRACKET, TYPE VIA) EACH 12 2 14

A0310 64603-0000 FIXTURE,(CONCRETE PENTAGON POST, 14") EACH 4 6 10

A0320 64603-0000 FIXTURE,(CONCRETE PENTAGON POST, 24") EACH 4 4

A0330 64603-0000 FIXTURE,(CONCRETE PENTAGON POST, 8.4") EACH 10 2 12

A0340 64603-0000 FIXTURE,(MASONRY BASE, TYPE VI) EACH 1 3 4

A0350 64603-0000 FIXTURE,(WOOD PENTAGON POST) EACH 4 24 28

PAY ITEM

NUMBER

LINE

ITEM

NO.

h tt p s

/j a c o b s e n g in e e ri n g .s h a re p o in t.

c o m

/s it e s /C

P C o lu m b ia

R iv e rG o rg e S ig n s /S h a re d D o c u m e n ts

/G e n e ra l/ In te rn a l/

E E

C R G

N S A m w -s u m m a ry

-q u a n ti ti e s .x ls m

]S h e e t

-S e p -2

:4 A

M

A

M

E

N

D

SUMMARY OF QUANTITIES

100% Milestone

Completed 9/19/2025

Remarks and/or

Determination of Estimated

Quantity

Estimated

Quantities

ALLOWANCEUNITPAY ITEM DESCRIPTION

PROJECT

B.1

OR FLAP CRGNSA MULT(2)

WA FLAP CRGNSA MULT(2)

US197 = United States Route 197

HCRH = Historic Columbia River Highway

I-84 = Interstate 84

LEGEND:9

:2

S e p te m b e r

C

.1 p w w o r k d ir

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

\d

\O

R p ln q ta b c c

.d g n

(Sheet 1 of 6)

QUANTITIES

PERMANENT TRAFFIC CONTROL

TABULATION OF OREGON

PROJECT

C.1

I-84 = Interstate 84

LEGEND:8

:3

S e p te m b e r p w w o r k d ir

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

\d

\O

R p ln q ta b c c

.d g n

(Sheet 2 of 6)

QUANTITIES

PERMANENT TRAFFIC CONTROL

TABULATION OF OREGON

PROJECT

NUMBER

SHEET

WA FLAP CRGNSA MULT(2)

C.2

OR35 = Oregon Route 35

I-84 = Interstate 84

LEGEND:8

:2

S e p te m b e r

.3 p w w o r k d ir

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

\d

\O

R p ln q ta b c c

.d g n

(Sheet 3 of 6)

QUANTITIES

PERMANENT TRAFFIC CONTROL

TABULATION OF OREGON

PROJECT

NUMBER

SHEET

WA FLAP CRGNSA MULT(2)

C.3

US197 = United States Route 197

I-84 = Interstate 84

LEGEND:9

:2

S e p te m b e r

.4 p w w o r k d ir

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

\d

\O

R p ln q ta b c c

.d g n

(Sheet 4 of 6)

QUANTITIES

PERMANENT TRAFFIC CONTROL

TABULATION OF OREGON

PROJECT

NUMBER

SHEET

WA FLAP CRGNSA MULT(2)

C.4

:2

S e p te m b e r

.5 p w w o r k d ir

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

\d

\O

R p ln q ta b c c

.d g n

(Sheet 5 of 6)

QUANTITIES

PERMANENT TRAFFIC CONTROL

TABULATION OF OREGON

PROJECT

NUMBER

SHEET

WA FLAP CRGNSA MULT(2)

C.5

OR35 = Oregon Route 35

I-84 = Interstate 84

LEGEND:9

:2

S e p te m b e r

.6 p w w o r k d ir

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

\d

\O

R p ln q ta b c c

.d g n

(Sheet 6 of 6)

QUANTITIES

PERMANENT TRAFFIC CONTROL

TABULATION OF OREGON

PROJECT

C.6

N

Legend

Sign

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

:0

S e p te 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

\d

\O

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

.d g n

(Sheet 1 of 5)

OREGON KEY MAP

PROJECT

NUMBER

SHEET

WA FLAP CRGNSA MULT(2)

C.7

Salvaged Material Storage

Eagle Creek Trailhead

Legend

Sign

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

:1

S e p te 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

\d

\O

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

.d g n

(Sheet 2 of 5)

OREGON KEY MAP

PROJECT

NUMBER

SHEET

WA FLAP CRGNSA MULT(2)

C.8

Sign

FIXTURE (BRACKET, TYPE IV)

FIXTURE (CONCRETE PENTAGON POST)

SIGN SYSTEM (PANEL)

REMOVAL OF STRUCTURE (SIGN SUPPORT)

OR-57, TYPE IV

SIGNS: OR-49, OR-50

AREA MAP 12

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

AREA MAP 13

SIGN SYSTEM (SHIELD)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-56, TYPE VI

SCALE IN MILES

1 0 1 2

:5

S e p te 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

\d

\O

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

.d g n

(Sheet 3 of 5)

OREGON KEY MAP

PROJECT

NUMBER

SHEET

WA FLAP CRGNSA MULT(2)

C.9

Sign

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

:5

S e p te 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

\d

\O

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

.d g n

(Sheet 4 of 5)

OREGON KEY MAP

PROJECT

NUMBER

SHEET

WA FLAP CRGNSA MULT(2)

C.10

Sign

FIXTURE (BRACKET, TYPE IV)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-65, TYPE IV

SCALE IN MILES

1 0 1 2

:5

S e p te 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

\d

\O

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

.d g n

(Sheet 5 of 5)

OREGON KEY MAP

PROJECT

NUMBER

SHEET

WA FLAP CRGNSA MULT(2)

C.11

Sign

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.16

OR-1A

See Sheet C.17

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 III)

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

:5

S e p te 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

\d

\O

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

.d g n

(Sheet 1 of 4)

OREGON AREA MAP

PROJECT

NUMBER

SHEET

WA FLAP CRGNSA MULT(2)

C.12

FIXTURE (BRACKET, TYPE I)

FIXTURE (CONCRETE PENTAGON POST)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-15, TYPE I

FIXTURE (BRACKET, TYPE I)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-24, TYPE I

Legend

Sign

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)

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 (SHIELD)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-21, TYPE II

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 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 II

AREA MAP 4 AREA MAP 5

AREA MAP 7AREA MAP 6

SCALE IN FEET

1000 0 1000 2000

:5

S e p te 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

\d

\O

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

.d g n

(Sheet 2 of 4)

OREGON AREA MAP

PROJECT

NUMBER

SHEET

WA FLAP CRGNSA MULT(2)

C.13

FIXTURE (BRACKET, TYPE I)

FIXTURE (CONCRETE PENTAGON POST)

SIGN SYSTEM (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 VI)

SIGN SYSTEM (SHIELD)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-35, TYPE VI

FIXTURE (BRACKET, TYPE VI)

SIGN SYSTEM (SHIELD)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-34, TYPE VI

SIGN SYSTEM (SHIELD)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-36, TYPE VI

FIXTURE (BRACKET, TYPE VI)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-37, TYPE VI

FIXTURE (BRACKET, TYPE I)

FIXTURE (CONCRETE PENTAGON POST)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-40, TYPE I

FIXTURE (BRACKET, TYPE III)

SIGN SYSTEM (SHIELD)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-33, TYPE III

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 (SHIELD)

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 (SHIELD)

SIGN SYSTEM (PANEL)

REMOVAL OF SIGN (PANEL)

OR-41, TYPE VISalvaged Material Storage

Eagle Creek Trailhead

Legend

Sign

FIXTURE (BRACKET, TYPE III)

FIXTURE (CONCRETE PENTAGON POST)

SIGN SYSTEM (SHIELD)

SIGN SYSTEM (PANEL)

REMOVAL OF STRUCTURE (SIGN SUPPORT)

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 MAP 8 AREA MAP 9

AREA MAP 11AREA MAP 10

SCALE IN FEET

1000 0 1000 2000

:3

S e p te 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

\d

\O

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

.d g n

(Sheet 3 of 4)

OREGON AREA MAP

PROJECT

NUMBER

SHEET

WA FLAP CRGNSA MULT(2)

C.14

Sign

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 II

AREA MAP 12 AREA MAP 13

AREA MAP 15AREA MAP 14

SCALE IN FEET

1000 0 1000 2000

:0

S e p te 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

\d

\O

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

.d g n

(Sheet 4 of 4)

OREGON AREA MAP

PROJECT

NUMBER

SHEET

WA FLAP CRGNSA MULT(2)

C.15

SS

Soil erosion control, fiber roll

Direction of drainage

6B-15-13 for permanent boundary location.

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

N

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. 18.2

See Section I

Install soil erosion control, fiber roll

I-84 WESTBOUND

I-84 EASTBOUND

311' construction activities areas disturbed by

Apply turf 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'

:5

A u g u s t

D

.9 p w w o r k d ir

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

\d

\O

R p ln p p c c

.d g n

SIGN OR-1A SITE PLAN

OREGON I-84 EASTBOUND

PROJECT

OR FLAP CRGNSA MULT(2) C.16

I-84 WESTBOUND

I-84 EASTBOUND

Soil erosion control, fiber rol

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 plan1.

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. 18.72, Lt.

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

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

N

25 50012.525

Scale in feet

LEGEND:

NOTE:

:2

S e p te 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

\d

\O

R p ln p p c c

.d g n

SIGN OR-1B SITE PLAN

OREGON I-84 WESTBOUND

PROJECT

C.18

OR FLAP CRGNSA MULT(2) C.17

National

Scenic

Area

Leaving Columbia

River

Gorge national scenic area

116" 116"

12"

12"

12"

12"

12"

12"

12"

12"

10"

6"

6"

6"

18"

6"

6"

6"

12"

10"

15½"

15⅝"

15⅝"

15⅝"

15⅝"

12"

12"

12"

12"

12"

12"

12"

172"

3½" 3½"

FRONT BACK

(See Note 2)

OR-1B

OR-1A

2. New sign layouts, fabricate as detailed.

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

Note:

NO SCALE

:3

S e p te m b e r

O

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

\d

\O

R (2 p ln p tc c X

-c X

.d g n

SIGN PANEL LAYOUTS

OREGON

PROJECT

NUMBER

SHEET

C.18 sandy river delta

68"

12½"

5"

49"

6"

2½"

1⅝"

2½"

5"

Columbia River Gorge National Scenic Area

1½"

5⅞"

3" 3"

3"

Lewis and Clark State Recreation Site

108"

20"

8"

4"

58"

8⅜"

4"

5⅜"

8¼"

3½"

National

Scenic

Area

Leaving Columbia

River Gorge national scenic area

74" 74"

8"

8"

8"

8"

8"

8"

116"

8"

10⅜"

10⅜"

10⅜"

10⅜"

10½"

8"

8"

8"

8"

8"

8"

8"

8"

8"

8"

4"

4"

4"

12"

4"

4"

4"

8"

3½" 3½"

FRONT BACK

116"

OR-3

OR-4

OR-2

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

Note:

NO SCALE

:4

S e p te m b e r

O

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

\d

\O

R (2 p ln p tc c X

-c X

.d g n

SIGN PANEL LAYOUTS

OREGON

PROJECT

NUMBER

SHEET

C.19

Dabney

36"

2"

5"

12½"

32"

6"

5"

3½"

State Recreation Site

Dabney

88"

20"

8"

4"

58"

8⅝"

4"

5⅜"

8"

3½"

Portland Women's Forum State Scenic Viewpoint

108"

20"

8"

8"

4"

70"

8¾"

4"

3"

5⅜"

8⅞"

3½"

Vista House Crown point

State Scenic Corridor

92"

20"

8"

4"

4"

64"

8½"

4"

5½"

2"

8"

3½"

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

:4

S e p te m b e r

O

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

\d

\O

R (2 p ln p tc c X

-c X

.d g n

SIGN PANEL LAYOUTS

OREGON

PROJECT

OR FLAP CRGNSA MULT(2) C.20

Falls Latourell

48"

2"

5"

5"

12½"

40"

5¼"

1⅝"

5"

5⅝"

Shepperd's Dell

52"

2"

5"

5"

12½"

40"

5¼"

1⅝"

5"

5⅝"

State Park

Guy W. talbot

64"

15"

6"

3"

6¼"

3"

4½"

6¼"

44"

2½"

Guy W.

Talbot

36"

2"

5"

5"

12½"

40"

5¼"

1⅝"

5"

5⅝"

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

:4

S e p te m b e r

O

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

\d

\O

R (2 p ln p tc c X

-c X

.d g n

SIGN PANEL LAYOUTS

OREGON

PROJECT

NUMBER

SHEET

C.21

Bridal Veil

Viewpoint

State Scenic

84"

20"

8"

4"

4"

64"

8⅝"

4"

5⅜"

2"

8"

3½"

56"

1½"

3"

2" 2"

2"

2"

8"

2¼"

⅞"

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"

2"

5"

5"

12½"

40"

5¼"

1⅝"

5"

5⅝"

OR-13

OR-15

OR-14

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

Note:

NO SCALE

:4

S e p te m b e r

O

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

\d

\O

R (2 p ln p tc c X

-c X

.d g n

SIGN PANEL LAYOUTS

OREGON

PROJECT

NUMBER

SHEET

C.22

56"

1½"

3"

2"

2"

2"

2"

8"

2¼"

⅞"

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

0.2 mi

3.0 mi

52"

1½"

3"

2"

2"

2"

8"

2¼"

⅞"

⅞"

5"

26"

Wahkeena Falls

68"

12½"

5"

49"

6"

2½"

1⅝"

2½"

5"

Columbia River Gorge National Scenic Area

1½"

5⅞"

3" 3" 3"

0.5 mi

(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

:4

S e p te m b e r

O

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

\d

\O

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

Larch Mountain Trail

6.8 mi

Multnomah Falls Bridge

Top of Falls

Wahkeena Trail

Larch Mountain

1.8 mi

0.2 mi

1.0 mi

56"

1½"

3"

2"

2"

2"

2"

8"

2¼"

⅞"

⅞"

⅞"

4⅛"

28"

Gorge

Oneonta

52"

15"

6"

6"

48"

7½"

3"

2"

8½"

2½"

Larch Mountain

68"

12½"

5"

49"

6"

2½"

1⅝"

2½"

5"

Columbia River Gorge National Scenic Area

1½"

5⅞"

3" 3" 3"

Multnomah Falls

68"

12½"

5"

49"

6"

2½"

1⅝"

2½"

5"

Columbia River Gorge National Scenic Area

1½"

5⅞"

3" 3" 3"

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

:4

S e p te m b e r

O

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

\d

\O

R (2 p ln p tc c X

-c X

.d g n

SIGN PANEL LAYOUTS

OREGON

PROJECT

NUMBER

SHEET

C.24

56"

3"

2"

2"

2"

2"

8"

2¼"

⅞"

⅞"

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"

3"

2"

2"

2"

2"

8"

2¼"

⅞"

⅞"

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"

5"

49"

6"

2½"

1⅝"

2½"

5"

Columbia River Gorge National Scenic Area

1½"

5⅞"

3" 3" 3"

(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

:4

S e p te m b e r

O

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

\d

\O

R (2 p ln p tc c X

-c X

.d g n

SIGN PANEL LAYOUTS

OREGON

PROJECT

NUMBER

SHEET

C.25

State Park

Ainsworth

48"

2"

5"

3"

12½"

37"

5⅜"

3⅜"

2½"

5¼"

Ainsworth State Park

Campground

60"

15"

6"

3"

3"

50"

6½"

3"

4½"

2½"

6½"

2½"

State Park

John B. Yeon

2"

5"

3"

12½"

37"

5⅜"

3⅜"

2½"

5¼"

48"

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

:4

S e p te m b e r

O

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

\d

\O

R (2 p ln p tc c X

-c X

.d g n

SIGN PANEL LAYOUTS

OREGON

PROJECT

NUMBER

SHEET

C.26

3"

2"

2"

2"

2"

2¼"

⅞"

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"

3"

2"

19"

7¾"

2¼"

4"

Trailhead Columbia River Gorge National Scenic Area

80"

12½"

6"

3" 3"

52"2"

4"

5"

3½"

Wahclella Falls

1½"

6"

4¼"

4¾"

0.1 mi

Upper McCord Creek Falls

Columbia Gorge Trail #400

4.9 mi

Elowah Falls Trail

Nesmith Point Via Trail 428

0.8 mi

1.1 mi

56"

1½"

3"

2" 2"

2"

2"

5⅛"

2¼"

⅞"

⅞"

⅞"

4⅛"

28"

Elowah Falls

Ainsworth St. Pk. Campground 4.5 mi

⅞" 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

:4

S e p te m b e r

O

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

\d

\O

R (2 p ln p tc c X

-c X

.d g n

SIGN PANEL LAYOUTS

OREGON

PROJECT

OR FLAP CRGNSA MULT(2) C.27

64"

15"

6"

6"

3"

3"

2"

4½"

56"

2½"

Toothrock Trailhead

Highway State Trail

Historic Columbia River1½" 3"

6"

6"

Cascade Fish Hatchery

44"

2"

5"

3"

12½"

37"

5⅜"

3⅜"

2½"

5¼"

Eagle Creek Overlook

68"

15"

6"

6" 57"

7"

3"

2"

4"

2½"

Columbia River Gorge National Scenic Area

3" 3"

1½"

6½"

Eagle Creek Campground

68"

12½"

5"

49"

6"

2½"

1⅝"

2½"

5"

Columbia River Gorge National Scenic Area

1½"

5⅞"

3" 3" 3"

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

:4

S e p te m b e r

O

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

\d

\O

R (2 p ln p tc c X

-c X

.d g n

SIGN PANEL LAYOUTS

OREGON

PROJECT

OR FLAP CRGNSA MULT(2) C.28

0.9 mi

1.3 mi

Gorge Trail

Tanner Creek Road

Wauna Viewpoint Trail

Tanner Creek 3.0 mi

52"

1½"

3"

2"

2"

2"

25"

4¼"

⅞"

⅞"

2¼"

7¾"

0.2 mi

0.5 mi

2.5 mi

Buck Point Trail Ruckle Creek Trail Pacific Crest Trail

Gorge Trail

52"

1½"

3"

2"

2"

2"

4¼"

⅞"

⅞"

2¼"

7¾"

25"

Historic Columbia River Highway

68"

5"

78"

2½"

3"

State Trail Cascade Locks

Eagle Creek Recreation Area

Trailhead Picnic Area Campground

Overlook

5"

5"

5"

5"

3"

3"

3"

3"

3"

3"

3"

8"

4"

2½"

2½"

2"

2"

13"

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

:1

S e p te m b e r

O

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

\d

\O

R (2 p ln p tc c X

-c X

.d g n

SIGN PANEL LAYOUTS

OREGON

PROJECT

OR FLAP CRGNSA MULT(2) C.29

Cascade Locks

2"

9½"

7½"

48"

19"2.4 Mi

Cascade Locks Trail Head

67"

15"

6"

6"

57"

7"

3"

2"

4"

2½"

Historic Columbia River

Highway State Trail

3" 3"

1½"

6½"

Pacific Crest National

1½"

2"

6"

1½"

48"

18" Scenic Trail North

City of Cascade Locks 1½"

2"

2" 3"

Pacific Crest Trail

1½"

2"

8"

1½"

48"

18"

Gorge Trail 400 2"

4½"

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

:5

S e p te 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

\d

\O

R p ln p tc c X c X

.d g n

SIGN PANEL LAYOUTS

OREGON

PROJECT

OR FLAP CRGNSA MULT(2) C.30

Trailhead

Columbia River Gorge

National Scenic Area

95"

12½"

6"

3"

3"

52"2"

6¼"

5"

3½"

Bridge of the Gods

1¼"

6"

4"

5"

Pacific Crest Trail North

1½"

2"

7½"

1½"

48"

24"City of Cascade Locks 2"

4"

Pacific Crest Trail South

Gorge Trail 400

1½"

1½"

2"

2"

Pacific Crest Trail South

1½"

2"

7½"

1½"

48"

24"Gorge Trail 400 2"

4"

Pacific Crest Trail North

City of Cascade Locks

1½"

1½"

2"

2"

OR-45

OR-46

OR-44

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

Note:

NO SCALE

:5

S e p te 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

\d

\O

R p ln p tc c X c X

.d g n

SIGN PANEL LAYOUTS

OREGON

PROJECT

OR FLAP CRGNSA MULT(2) C.31

Fish Hatchery

Oxbow

44"

2"

5"

3"

12½"

37"

5⅜"

3⅜"

2½"

5¼"

Herman Creek Campground

78"

12½"

6"

6" 55"

5"

4"

2"

4"

2½"

Columbia River Gorge National Scenic Area

3" 3"

1½"

8"

Trailhead Historic Columbia River

Highway State Trail

72"

15"

6"

3"

3"

56" 2"

4"

5"

3½"

Wyeth

1"

6"

6"

5"

Wyeth

Columbia River Gorge

National Scenic Area

12½"

6"

3"

3"

55"

4¼"

3"

4½"

2½"

6"

2½"

68"

Campground 6"

4¼"

State Park

Creek Starvation

64"

15"

6"

6"

3"

6¼"

3"

2"

4½"

6¼"

52"

2½"

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

:5

S e p te m b e r

O

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

\d

\O

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

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

3"

3"

3"

1"

1"

1"

1"

8"

2"

2"

6"

1½"

1½"

1½"

1½" 2½"

2½"

42"

2½"

Historic Columbia

State Trail

River Highway

Waterfall

Picnic Area

3"

3"

3"

8"

2"

2"

5"

1½"

2¼"

2¼"

55"

VIENTO1.0 MILE 2"

3"

1" 2"

2"

OR-52 OR-53

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

Note:

NO SCALE

:5

S e p te 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

\d

\O

R p ln p tc c X c X

.d g n

SIGN PANEL LAYOUTS

OREGON

PROJECT

OR FLAP CRGNSA MULT(2) C.33

Columbia

River

Gorge

National

Scenic

Area

Leaving

National

Scenic

Area

56"56"

6"

6"

6"

6"

6"

6"

6"

6"

88"

7"

3"

3"

3"

9"

3"

3"

3"

6"

6"

6"

6"

6"

6"

6"

7"

7⅝"

7⅞"

7⅞"

7⅞"

7¾"

6"

2½" 2½"

54"

6"

48"

2½"

USDA

Forest Service

Columbia River Gorge

National Scenic Area

15"

5"

2" 2"

2"

2"

3"

4"

3" 4"

Mark O. Hatfield

Historic Columbia River Highway State Trail

74"

54"

5½"

3½"

Senator

West Trailhead

5½"

1½"

2"

2"

2"

2"

5"

5"

5"

12½"

3"

3"

Highway State Park

Mark O. Hatfield Senator

64"

74"

2½"

6¼"

3"

Trailhead

Historic Columbia River 6½"

6½"

3"

3"

2½"

5"

5"

5"

12½"

3"

3"

(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

:5

S e p te m b e r

O

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

\d

\O

R (2 p ln p tc c X

-c X

.d g n

SIGN PANEL LAYOUTS

OREGON

PROJECT

OR FLAP CRGNSA MULT(2) C.34

Memaloose Overlook

64"

6"

6"

35"

11½"

2"

9½"

2½"

Rowena Crest

68"

20"

8"

8"

64"

9"

4"

3"

12"

3½"

42"

2½"

60"

TOM McCALL

PRESERVE

5"

5"

12½"

6"

6"

4½"

3"

Discovery Center

112"

3½"

54"

Columbia Gorge

Wasco County

Historical Museum

6"

6"

6"

6"

12"

3"

3"

3"

3"

6"

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

:5

S e p te 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

\d

\O

R p ln p tc c X c X

.d g n

SIGN PANEL LAYOUTS

OREGON

PROJECT

OR FLAP CRGNSA MULT(2) C.35

Discovery Columbia Gorge

Center And

Museum

12"

12"

12"

12"

12"

3"

3"

3"

3"

8"

6"

142"

3½"

90"

National

Scenic

Area

Leaving Columbia

River

Gorge national scenic area

55½"

3½"

FRONT BACK

3"

3"

3"

3"

3"

3"

6"

6"

6"

10"

6"

6"

6"

6"

6"

6"

6"

6"

6"

6"

6"

6"

6"

6"

6"

8"

8"

8"

8"

8"

88"

55½"

3½"

OR-64

OR-65

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

Note:

NO SCALE

:5

S e p te 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

\d

\O

R p ln p tc c X c X

.d g n

SIGN PANEL LAYOUTS

OREGON

PROJECT

OR FLAP CRGNSA MULT(2) C.36

:0

A u g u s t p w w o r k d ir

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

\d

\O

R p ln

D

.d g n

SAFETY FEATURES

TABULATION OF OREGON

PROJECT

NUMBER

SHEET

WA FLAP CRGNSA MULT(2)

D.1

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 details not shown.

See appropriate ODOT guardrail standard drawings(s) for

3.

2.

1.

8.

7.

6.

5.

4.

NORMAL RAIL ELEMENT DATA

TYPE RAIL EFFECTIVE LENGTHS GAUGE

4 TRANSITION

2A

Thrie beam

Thrie beam

W-beam

W-beam

6.25'

6.25', 12.5', 25'

6.25', 12.5', 25'

6.25', 12.5', 25'

10 & 12

10 & 12

10 & 12

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.)

8"

(nom.)

8"

"8

7"

" 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"

(nom.)

8"

(nom.)

8"

(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

:1

S e p te m b e r p w w o r k d ir

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

\d

\O

R p ln

D

P

.d g n

PROJECT

NUMBER

D.2

WOOD POST AND BLOCK

MIDWEST GUARDRAIL SYSTEM

DETAIL CONVERTED FROM ODOT STD. DRG. RD-403

2.

1.

GENERAL NOTES:

W-BEAM GUARDRAIL

GUARDRAIL WOOD POST TABLE

W-BEAM

THRIE BEAM

GUARDRAIL TYPE POST SIZE

4 (Transition)

Metal median barrier

2A

8"x8"

6"x8" or 8"x8"

8"x8"

8"x8"

6"x8" or 8"x8"

LENGTH

POST

SPACING

POST

6'-0"

7'-0"

6'-6"

6'-0"

6'-0"

6'-3"

6'-3"

6'-3"

"2 13'-1

"2 13'-1

FRONT SIDE

TOP

TOP

FRONT

SIDE

W-BEAM WOOD BLOCK FOR WOOD POST

6"

3"

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

8"

(See General Note 3) hole for guardraill bolt

" dia.16 13" or 4

6"

8"

3"

6"

" 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

6"

3"

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

FRONT SIDE

8" hole for guardraill bolt

" dia.16

" or 4

(See General Note 5)

Block to match post

6"

TOP

FRONT

3"

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"

8"

6"

" Recessed nut8 those on terminal 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"

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 drawings(s) for details not shown.

See appropriate ODOT guardrail standard

6.

5.

4.

3.

(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)

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

:3

S e p te m b e r p w w o r k d ir

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

\d

\O

R p ln

D

P

.d g n

PROJECT

NUMBER

D.3

(W-BEAM)

DETAIL CONVERTED FROM ODOT STD. DRG. RD-407

3.

2.

1.

GENERAL NOTES:

TYPICAL SECTION

NO SCALE

8.

7.

6.

5.

4.

8"

"4

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.)

THICKNESS

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

"4

"16

"4

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

"2

"8

"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

"2

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

"2

13'-6

"4

"4

4 "2

3'-16'-3""2

3'-1

2" (typ.)

about Symmetrical

LC

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 radii 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 ODOT guardrail standard drawings(s) for details not shown.

:2

S e p te m b e r p w w o r k d ir

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

\d

\O

R p ln

D

P

.d g n

PROJECT

NUMBER

D.4

(NUTS, BOLTS, WASHERS AND MISC.)

STANDARD HARDWARE

MIDWEST GUARDRAIL SYSTEM

DETAIL CONVERTED FROM ODOT STD. DRG. RD-416

NO SCALE

3.

2.

1.

GENERAL NOTES:

4.

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

"4

"16 hex nut mod. heavy

" - 118 recess one or both sides

" deep16 11" x

" DIA. RECESSED HEX NUT8

2"

4"

" dia. hole16 11 " Steel plate4

POST WASHER

SNOW LOAD

RAIL WASHER

SNOW LOAD

1"

3"

" Steel plate16 3 Slotted hole

(min.)

"2

"16

"8

Steel plate

PLAIN WASHER

(Use on back of post)

(See General Note 5) as directed by the CO

Use in area of heavy snow,

(L) (IN.)

LENGTH

(T) (IN.)

THREAD LENGTH

(min.)8

(min.)4

4 (min.)

4 (min.)

4 (min.)

BOLT DIMENSION TABLE

(t yp

"16

"32

T

L

"16

ALTERNATIVE NO.1

ALTERNATIVE NO.2

(BUTTON HEADED)

" GUARDRAIL POST/SPLICE BOLT 8

L

T

"16

"8

1"

"4

15""4

10" base plate

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

W6x9 steel post

"8

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 3)

7"

"4

"8

1"8

12.5"

" Steel plate4

" dia. hole4

" DIA. CARRIAGE BOLT8

"16

"32

"8

"16

T

L

(See General Note 4) install Snow Load Rail Washers on terminals.

and a Slow Load Rail Washer on rail element face. Do not

Use a Snow Load Post Wasther on backside of the post 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 details not shown.

See appropriate ODOT guardrail standard drawings(s) for

(Traffic side)

5.

:2

S e p te m b e r p w w o r k d ir

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

\d

\O

R p ln

D

P

.d g n

PROJECT

NUMBER

D.5

END SECTIONS

DETAIL CONVERTED FROM ODOT STD. DRG. RD-417

NO SCALE

GENERAL NOTES:

details not shown.

See appropriate ODOT guardrail standard drawings(s) for 1.

25.5° b b

10 ga. galv.

PLAN

3" "2

3"

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

3"

"4

4 "4

2"

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"

"4

7 4"4" 2"

" Holes4

ELEVATION

THRIE BEAM TERMINAL CONNECTOR

ELEVATION

THRIE BEAM TYPE C END PIECE

"4

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

R

R

R

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

"2

82"

25" (min.)

slot (typ.)

"8 1"x132

29slot (typ.)

"8 1"x132

B

B

A

A

LC

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

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

LC

Metal thkn.

12 ga. galv.

6" R slot (typ.)

"8 1"x132

"2

82"

30° "2

SECTION A-A ELEVATION

W-BEAM TYPE B END PIECE

PLAN

"2

Metal thkn.

12 ga. galv.

2" "2 a p p r o x

30°

"2

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

:3

S e p te m b e r p w w o r k d ir

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

\d

\O

R p ln

D

P

.d g n

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 ODOT guardrail 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 the CO.

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

4.

3.

2.

1.

10.

9.

8.

7.

6.

5.

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

A

A

B

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'

W

E

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

Guardrail terminal length - Varies

A

A w id e n in g

B e g in g r a d e

B

Cross slope

B

3'

W

E

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

Guardrail terminal length - Varies to match face of post

Edge of pavement

10'7' m in

E

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

B

B

Guardrail terminal - Pay limitGuardrail

A

A to F in is h e d

G r a d e

"Guardrail terminal length - Varies

:3

S e p te m b e r

.7 p w w o r k d ir

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

\d

\O

R p ln

D

P

.d g n

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)

W

(see tables)

E

*** 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.)

2'

9.

8.

7.

6.

5.

4.

3.

2.

1.

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.

W

E

B

B

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

A

See Note 3

See Note 9

4" (max.)

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 entirely off normal shldr.

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

widened shldr. to the face of posts on both ends of guardrail runs shall be provided with a terminal flared or non-flared.