00014905 Attachment B Plans..pdf

SU

C C O R

C R E E K

NO.450

S U C C O R

C

RE

EK

H

W Y

N O

PARMA SPUR NO. 450

U N

IO

N

ADRIAN-

A R E N

A H

W Y

NO. 453

A D R

IA

N

CALDWELL

N O

HWY.

SPUR

H W

Y

N O

VICINITY

NYSSA

WASHINGTON

NO. 450

AD

RIA

N-

CA

LD

WE

LL

SU

CC

OR

CR

EE

K

UN

ION

PA

CIF

IC

NO

. 4

NO

. 4

ADRIAN-

NO. 453

D.F.N .W.R

Suzy Island

DEER

FLA

T

NATI

ONA

L

SN

AK

E

RIVE

R

ADRIAN

Prat iIsland

COUNTYCOUNTY

MALHE

UR

SNAKE

RIVER

SU

CC

OR

UNI

ON

PACI

FIC

CANYON

Bridge Island

O W

Y H E E

I.O .N

H W

Y

NO

C O

U N T Y

I.O .N

H W

Y

N O

Sheaville

VICINITY

JORDAN VALLEY

JORDAN VALLEY

SAM

UEL

DR

FLO

REN

CE

DR.

PHA

RMA

CY

NO. 456

NO. 456

Pharmacy

Jordan

PHARMACY

ACKERMAN

NHS

NHS

I.O .N

C O

U N T Y

58V-091

MALHEUR COUNTY

I.O.N. HIGHWAY

CHIP SEAL PROJECT

US95: IDAHO STATE LINE – ROME HILL

C

-3

-J

ST. HELENS

ASTORIA

TILLAMOOK

MCMINNVILLE

ALBANYNEWPORT

CORVALLIS

HOOD

RIVER

DALLES

THE

MADRAS

PRINEVILLE

BEND

COQUILLE

GRANTS

PASS

Ashland

BURNS

KLAMATH

FALLS

CONDON

MORO

PENDLETON

LA GRANDE

ENTERPRISE

VALE Ontario

PORTLAND

SALEM

MEDFORD

EUGENE

ROSEBURG

Athena

N. Powder

UnityDayville Sisters

Juntura

Frenchglen Burns Jct.

McDermitt

Paisley

La Pine

Crescent

Biggs

Lexington

Hermiston Boardman

Ukiah

Arlington

Malin

Brookings

Coos Bay

Drain

Canyonvil le

Reedsport Oakridge

GoshenFlorence

Lincoln City

Waldport

Home Sweet

Detroit Antelope

Maupin

Forest Grove

Hebo

Cannon Beach Seaside

Rainier

Milton-Freewater

W

26 35 197

39519

3953197

Bonanza

Junction City

BAKER CITY

HEPPNER

Copperfield

Lake Silver

Junction CaveBEACH

GOLD

Orford Port

LAKEVIEW

CANYON

CITY

Day John

CITY

OREGON

HILLSBORO

DALLAS

Redmond

Val ley Jordan

Overall Length Of Project - 36.47 Miles

OCTOBER 2025

MALHEUR COUNTY

I.O.N. HIGHWAY

CHIP SEAL PROJECT

US95: IDAHO STATE LINE – ROME HILL

CHIP SEAL

PLANS FOR PROPOSED PROJECT

DEPARTMENT OF TRANSPORTATION

STATE OF OREGON

ADMINISTRATION

FEDERAL HIGHWAY

DIVISION

OREGON

PROJECT NUMBER

NO.

SHEET

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

A01A01STATE

F

O T

N E

MTRAPED

N

O G

E R

O

N

OITATROPS

N A

R T

JORDAN VALLEY

ROME

ADRIAN

NYSSA

BURNS JUNCTION

ID

A

H O

US95, MP 0.00

BEGINNING OF PROJECT

END OF PROJECT

US95, MP 51.50

MP 25.62 TO MP 40.00

MP 20.05 TO MP 20.70

US95, MP 8.98

Sheaville Quarry

PROSPECTIVE MATERIAL SOURCE

NO WORK AREAS

O

R E

G O

N

Sign Installation Details- TM200

Standard Dwg. Nos.

Flag Board Mounting Details- TM204

Pavement Marking Standard Detail Blocks- TM500 Pavement Marking Standard Detail Blocks- TM503

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

Turn Arrow Marking Details- TM531 Median and Left Turn Channelization Details- TM539 Alignment Layout: General- TM560

& Medians Alignment Layout: Left Turn Lane, Centerline - TM561

Tables, Abrupt Edge and PCMS Details- TM800 Temporary Barricades- TM820 Temporary Sign Supports- TM821 Temporary Sign Supports- TM822 2-Lane, 2-Way Roadways- TM850 Non-Freeway Multi-Lane Sections-TM851 2-Lane, 2-Way Roadways- TM854 2-Lane, 2-Way Roadways- TM855

INDEX OF SHEETS

SHEET NO. DESCRIPTION

Title SheetA01

OR78, MP 89.93

Burns Junction Quarry

PROSPECTIVE MATERIAL SOURCE

TRAFFIC

Traffic Control DetailsEA01

Prospective Material SourceGE02 Incl.

GE01 Thru

GEOTECHNICAL

BURNS JUNCTION QUARRY

Prospective Material SourceGE05 Incl.

GE03 Thru

SHEAVILLE QUARRY

ROADWAY DETAILS

BB01 Details

Typical SectionsBA01

Wood Post Sign Supports- TM670 3 Second Gust Wind Speed Map- TM671

Foundation Perforated Steel Square Tube (PSST) Anchor- TM687

Foundation Perforated Steel Square Tube (PSST) Slip Base- TM688

Temporary PSST Vane Anchor Installation- TM689

T. 31 S., R. 42 E., W.M.

T. 31 S., R. 43 E., W.M.

T. 31 S., R. 44 E., W.M.

T. 30 S., R. 45 E., W.M.

T. 30 S., R. 46 E., W.M.

T. 29 S., R. 46 E., W.M.

T. 28 S., R. 46 E., W.M.

T. 27 S., R. 46 E., W.M.

T. 26 S., R. 47 E., W.M.

R_M25048_ts_01.dgn :: A01 9/9/2025 11:31:41 AM hwye53h

2025.09.09 11:38:13 -07'00'

2025.09.09 11:40:56

2025.09.09 11:43:31

2025.08.26 15:16:08 -07'00'

15:17:01 -07'00'

15:18:02 -07'00'

15:19:02 -07'00'

15:20:05 -07'00'

TM200

SIGN INSTALLATION DETAILS

T M

.d g n

Edited elevation text in Mounting Height details01/22

07 JAN 2022N/A

J A

N

Secondary

Primary Sign

c. For wood post support details see Dwg. No. TM670.

to avoid problems with erosion, corrosion, debris, maintenance and breakaway performance.

See Dwg. No. TM635 for more information.

a. Signing details shown on this sheet are intended to convey "typical" conditions only.

different from those shown.

For guidance regarding unique installations or exceptions call the Project Sign Designer

b. Locate breakaway supports away from ditches or Region Traffic Section.

e. For triangular base breakaway support details see

Dwg. No. TM602.

f. For multi-post breakaway support details see Dwg.

No. TM600.

than the minimum heights shown, where practical.

g. Mounting heights should not be more than 3 inches more

Guide Signs

LATERAL OFFSET

R /W l in e

R /W l in e

All Other Signs

LATERAL OFFSET

4). 8' minimum if bicycle path underneath.

2). 2' minimum if restricted R/W.

3). 20' for ramp terminals.

5). 8' minimum if secondary signs attached.

1'-0" min.1'-0" min.

See Notes (1),(2).

12'-0" min.

Dwg. No. TM681.

d. For perforated steelsquare tube support details see

h. 2" vertical spacing between all signs.

Guide Sign

MOUNTING HEIGHT

All Other Signs

MOUNTING HEIGHT

See Note (2).

6'-0" min.

See Note (2).

6'-0" min.

m in

S e e N o te

S e e N o te m in m in

S e e N o te

S e e N o te m

S e N o te s

(6

M in on both sides of post.

Verify minimum clearance Note:

or guardrail.

shoulder, curb Edge of

Fog Line or guardrail.

shoulder, curb Edge of

S e e N o te

(6 m in on both sides of post.

Verify minimum clearance Note:

areas and no pedestrians underneath.

6). 5' minimum if outside clearzone, in rural from post closest to roadway.

7). For multi-post installations measure distance

Primary Sign for vertical clearance as a single sign route assemblies Treat complex

( If present) Sign(s)

Secondary Sign

General Installation Notes:

Individual locations may require installation

1). 6' minimum if behind barrier.

Notes:

30'-0" typ. See Note (3) (7).

Fog Line

Sidewalk Elevation Pavement or

Sidewalk Elevation Pavement or the current Oregon Standard Specifications.

All materials shall be in accordance with

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

DATE

SDR

BOOK NO.

CALC.

Effective Date: June 1, 2025 - November 30, 2025

Professional Engineer.

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

Standard Drawing, while

The selection and use of this

TM204

MOUNTING DETAILS

FLAG BOARD

T M

.d g n

10 DEC 2009N/A

D

E C o r

2"

½

Flag mounts to this face

Varies

1" thick

3/16"

SQUARE TUBING

SQUARE TUBING

OPTIONAL MOUNTING

BAR MATERIALS

flags.

mounting holes on may alter location of

Use of square tubing

Note:

*** Variable *** Variable

C" CHANNELS

"C" CHANNEL WITH EXTENSION

*** Regulatory or Guide Sign

MOUNTING BAR DETAIL

2" 2"18½"

16"

(7/16" diameter)

Mounting holes

FLAG DETAILS

sheet aluminum

1/16 " thick

WARNING

REGULATORY OR GUIDE SIGN

GUIDE SIGN

(2-POSTS)

(1 POST)

2" 2"

" min.

6"

* 36" x 36" ** 48" x 48"

6" min.

1½"

/8

1½"

½

" thick

7/6 "4

18½" 18½"

2"

* 36" x 36" Warning Sign

** 48" x 48" Warning Sign

V a ri e s

Varies

* 4½" * 4½" ** 12⅞" ** 12⅞" between sign and flags.

the required vertical clearance such a manner as to provide Mount extension to post in Note:

⅜" drive rivets.

Mount flag(s) to bar using fasteners to mount bar to metal post.

Use manufacturer recommended wood post.

Use ⅜" x 3" lag bolts to mount bar to are to be�" diameter.

All mounting holes (to post and to flags) Note:

bolt holes in extension and bar.

Drill holes in plate to align with ¼" to ½" thick.

4"x4" square.

Gusset plate.

Stainless Steel Note:

outside edge of sign.

no further than extends horizontally Outside edge of flag the current Oregon Standard Specifications.

All materials shall be in accordance with

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

DATE

SDR

BOOK NO.

CALC.

Effective Date: June 1, 2025 - November 30, 2025

Professional Engineer.

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

TM500

STANDARD DETAIL BLOCKS

PAVEMENT MARKING

T M

.d g n

Changed Min. widths for CH, TM, TM-40, and TS07-2020

07-01-2020N/A

DISABLED PARKING DETAIL (white)

4" white edge line

Edge of pavement

17'

1'

20'

4"

Direction of Traffic

36° 36°

3'

4'

36° 3'

4'

LL

L

L

LL

LL

L

LLL

LL

L

TS

LL

LL

L

L

LL

4'

Direc tion o f Tra ffic

36° 3'

L

9'

3'

8" white line

1'

20'

4'

4" 8 " white line

12'12'12'

L For traversable medianL

9'

3'

L

12'

LL

1'

' 6

1'

For Centerline

DLL DLL-2

36°

36° 3'

Direction of Traffic

BYLD

L E G E N D

36°

36°

Direction of Traffic

CH

For lane lines in drop lanes

For lane lines in acceleration/deceleration lanes

40'

40'

40'

10'

10'

40'

For lane extensions and bike lane extensions For lane extensionsFor lane extensions

TM-40

30'10'

8'

40'

20'

30'

10'

40' 40'

30'

30'

(Typ.)

Wheel Stop

YD

NPL

YBWB

TWL

WD-2

NPR

ND

Direction of Traffic

YLD

TM

4 " space

NDW

Thru Traffic Side

WD

D

YW-2W

2'

4" space

36°

36°

L

4" space

4" space

4"

4"

30'

4" YELLOW LINE

4" WHITE BROKEN LINE

4" space

LL

L

L

LL

LL L

L

LL

8'8'

6'6' 6'

2'2'

8'

1' space

8'

4" YELLOW BROKEN LINE

8" WHITE LINE4" WHITE LINE

10'

40'40'

8'

2'

1'

1'

1'

8" WHITE DOTTED LANE LINE4" WHITE DOTTED LANE LINE

Yellow Line Narrow Double

Yellow Line Narrow Double

YIELD LINE (white) for field layout angle orientation for field layout angle orientation for field layout angle orientation striping plans

Lane line dimensions are shown on the Or Thru Traffic Side

Direction Of Traffic, Increasing Stationing

1' WHITE BARS AT 20' SPACING

CHEVRON BARS

BICYCLE YIELD LINE (white)

4" YELLOW LINES

NO-PASS RIGHT

Yellow Line Narrow Double for field layout angle orientation

4" white line

R o u te

A c c e s s ib le w h ite lin e

1' WHITE BARS AT 20' SPACING

TRANSVERSE SHOULDER BARS

4" YELLOW DOTTED LINE

4" white line

1' YELLOW BARS AT 40' SPACING

TRANSVERSE MEDIAN BARS

distance between left turn refuges exceeds 200' For use at painted medians where

Increasing Stationing Increasing Stationing

Yellow Line Narrow Double

2' (Typ.)

8" WHITE DOTTED LINE 4" WHITE DOTTED LINE

1' YELLOW BARS AT 20' SPACING

TRANSVERSE MEDIAN BARS

3' 5"

4" YELLOW LINES

NO-PASS LEFT

4" YELLOW LINES

TWO-WAY LEFT TURN

TWO 4" WHITE LINES

NARROW DOUBLE NO-LANE CHANGE

TWO 4" YELLOW LINES

DOUBLE NO-PASS

TWO 4" YELLOW LINES

NARROW DOUBLE NO-PASS

(thru traffic side )

HC

4.5' min.

min.

4.5' min.

4.5' min.

4.5' the current Oregon Standard Specifications.

All materials shall be in accordance with

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

DATE

SDR

BOOK NO.

CALC.

Effective Date: June 1, 2025 - November 30, 2025

Professional Engineer.

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

TM503

STANDARD DETAIL BLOCKS

PAVEMENT MARKING

T M

.d g n

Added note for measurement of Standard Crosswalk07-2022

07-08-2022N/A

BIKE LANE STANDARD STENCIL (white)

TWO 1' WHITE BARS

STANDARD CROSSWALK

6'

9'

For letter proportion details, see current version of Standard Highway Signs For letter proportion details, see current version of Standard Highway Signs For letter proportion details, see current version of Standard Highway Signs edge line Yellow to miss wheel tracks) (adjust spacing 3' min. to 5' max.

Install per Standard Drawing TM530 edge line White

P

12"

12"

ON-STREET PARKING DETAIL (white)

ONLY (white)

BUS

12"

SLM

X

24" 24"

4" white lines

1. Arrow, letter, and bike symbol dimensions nominal.

General Note:

SHARED LANE MARKING (white)

Install per Standard Drawing TM530

Pavement (EP) Edge of

EP

Install per Standard Drawing TM530

1' & 8" WHITE BARS

RAMP METER STOP BAR

For proportion details, see current version of Standard Highway Signs Center marking within lane width or as shown

2' WHITE BAR

STOP BAR - LARGE

Install per Standard Drawing TM530

2' WHITE BARS

STAGGERED CONTINENTAL CROSSWALK

1' WHITE BAR

STOP BAR

End Marking

For proportion details, see current version of Standard Highway Signs

For letter proportion details, see current version of Standard Highway Signs

Center marking within lane width

For proportion details, see current version of Standard Highway Signs

For letter proportion details, see current version of Standard Highway Signs

For letter proportion details, see current version of Standard Highway Signs

For proportion details, see current version of Standard Highway Signs

Center marking within lane width

Center marking within lane width Center marking within width of two lanes Center marking within width of two lanesCenter marking within lane width

Center marking within lane width Center marking within lane width

Center marking within lane width

4'

3'

6'6' 6' 6' 6'6' 6'

6"

BIKE RIGHT TURN STENCIL (white)

CW

BS

BIKE LEFT TURN STENCIL (white)

Varies

8'

6"

2'

Varies

BUS (white) SCHOOL - LARGE (white) CROSSING - LARGE (white)

1'

For multi-lane ramp meter applications

S S-2 S-RM

2'

1'

15'

8' 10' 10'

SCH

Direction of Travel

ON

8'

L E G E N D

6'

SCHOOL (white)

SCH-LG CRS-LG

XNG

X-ING (white)

8'

7'

Extend to EP if X<20' placement Verify loop detector (center within EP) 8" white bar

9'8" 19'8" 19'8"

CW-SC

GRN BLE-Gwidth of lane Color full between dotted lines Color full width of lane

3' 4"3' 4"3' 4"

3' 4" 3' 4"

4' 6"

6'

3' 4"

BIKE STENCIL (white)

B

SOLID LINE (green)

GREEN SUPPLEMENTAL BICYCLE LANE

DOTTED LINE EXTENSION (green)

GREEN SUPPLEMENTAL BICYCLE LANE

2'

4'

3'6"

BR BL

BD

2'

2"

6"

5" 6"

2"

BICYCLE DETECTOR MARKING (white)

3' 6"

9' 4"

Center marking within lane width Center marking within lane width

6' 6'

6"

BIKE RIGHT TURN STRAIGHT STENCIL (white)

3' 4"

For proportion details, see current version of Standard Highway SignsFor proportion details, see current version of Standard Highway Signs

BRS BLS

BIKE LEFT TURN STRAIGHT STENCIL (white)

6' 6"

3' 9"

6' 6'

6"

3' 4"

6' 6"

3' 9"

Used for Intersection Bicycle Box applications

Varies Varies

8" white

8" white

8" white

8" white

Place marking within bicycle box, ceneterd with motor vehicle lane width where bicycle acuates the traffic signal

PLace Bicycle Detector Pavement Marking in optimum loction

1'

1' marking to inside of marking

10' measured from inside of the current Oregon Standard Specifications.

All materials shall be in accordance with

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

DATE

SDR

BOOK NO.

CALC.

Effective Date: June 1, 2025 - November 30, 2025

Professional Engineer.

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

TM530

STOP BAR & BIKE LANE STENCIL)

MARKINGS (CROSSWALK,

INTERSECTION PAVEMENT

T M

.d g n

Added Roadway Standard Drawing reference to detail for clarity07-2022

06-JUL-2022N/A

J U

L

Direction of Travel

To be accompanied by Standard Dwg. Nos. TM500 thru TM504

W YB

(do not stripe) of turning vehicle Wheel track

* 4' min. to 30' max.

L E G E N D

PAVEMENT MARKINGS FOR TYPICAL INTERSECTION

S YB YB W

SYB

m in.

12' min.

15'

Throat of ramp

S

YB

S

YB

YB

YB

Swept path of turning vehicle

W

W

Wheel Tracks

Lane Width (LW)

STAGGERED CONTINENTAL LAYOUT

Curb line

CW

CW

CW

CW

AT INTERSECTION

STANDARD CROSSWALK BARS

CW-SC

SIDE STREET

turning vehicle Wheel track of

SIDE STREET

W-2

WD-2

BS

RA

W-2

BS

W-2

BS

LL LL LL

LL

LW/2 LW/2

L

10'

5'

RESPECT TO PEDESTRIAN RAMPS

STOP BAR PLACEMENT WITH

Detail "A"

RESPECT TO TURN RADII

STOP BAR PLACEMENT WITH

Detail "B"

FOLLOWING INTERSECTIONS

INSTALLATION OF BIKE LANE STENCILS

FOR BIKE LANE SEPARATED BY RIGHT TURN LANE

INSTALLATION OF BIKE LANE STENCILS

turning vehicle's swept path Place stop bar outside of turning movements.

and/or vehicle turn radii (see Detail "B"). Field verify sight distance and truck to be increased, depending on location of pedestrian ramps (see Detail "A") edge of pavement, or curb face. Minimum stop bar distance may need Locate stop bar 4' min. to 30' max. in advance of the extended fog line,

* Stop bar shall be placed as near as possible to the intersecting traveled way.

LW/2 to avoid wheel tracks) (stripes should be centered on L and 2' stripes with 3' to 5' gap of right turn lane) (Typ. at full width

Beginning of "W-2"

(Typ. at start of taper) End of "W-2" right turning vehicle wheel tracks.

Install bike lane stencil to avoid

General Note:

or 5' back of extended fog line, edge of pavement, or curb face.

the ADA ramp is entirely within crosswalk markings,

1. Install crosswalk bars such that the throat of

General Note:

(Typ. 3' to 5')

Throat of Ramp ramp edge to stop bar 2' to 3' from throat of

SIDE STREET

shown on the striping plans

- Lane line dimensions are

4' min.

is 8' or more if shoulder width Edge line termination

* 4' min. to 30' max.

diagonal ramp*) (both sides of 2' min.

* = Refer to Std Dwg RD916 the current Oregon Standard Specifications.

All materials shall be in accordance with

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

DATE

SDR

BOOK NO.

CALC.

Effective Date: June 1, 2025 - November 30, 2025

Professional Engineer.

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

TM531

TURN ARROW MARKING DETAILS

T M

.d g n

Extended accompanied by drawings to include TM50407-2020

07-01-2020N/A

Start of W-2

8' to 16' typ. spacing line for intersection Start of break in

TWL

If shown**

If shown

250' min.*** L

LANE USE ARROW PLACEMENT FOR TURN LANE TWO-WAY LEFT TURN LANE ARROW PLACEMENT

LA

LA

ON

LA

To be accompanied by Standard Dwg. Nos. TM500 thru TM504

*10'

ON

DETAIL "B"

If shown

LA

DETAIL "A"

LA

D

W-2 proportioned within block or as shown.

*** Double arrows to be placed at even intervals, L as shown in Detail "A".2 1 arrow at

** When L is greater than 400', install 3rd lane use

* 15' when installing elongated arrows.

L2

*10'

3) Center "ONLY" markings between lane use arrows.

Detail "A" applies to both left and right turn lanes.

8" wide white line (W-2) channelization shown in

2) Placement of lane use arrows with respect to the

1) Center pavement marking legends within the lane.

General Notes:

the current Oregon Standard Specifications.

All materials shall be in accordance with

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

DATE

SDR

BOOK NO.

CALC.

Effective Date: June 1, 2025 - November 30, 2025

Professional Engineer.

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

TM539

CHANNELIZATION DETAILS

MEDIAN AND LEFT TURN

T M

.d g n

Extended accompanied by drawings to include TM50407-2020

07-01-2020N/A

LL

4'

LL

MEDIAN BULLNOSE DETAIL

LL

L

100' (Typ.)

10' to maintain the following 30'-40' gap.

"D" may need to be extended beyond

* Depending on the "NPL" skip cycle, 10' to maintain the following 30'-40' gap.

"D" may need to be extended beyond

* Depending on the "NPL" skip cycle, 100' (Typ.)

4'

10' *

MEDIAN WIDTH TRANSITION

(TWO NARROW DOUBLE YELLOW LINES TO ONE-DIRECTION NO-PASSING LINE)

30' to 40'

10' * 30' to 40'

NPL

Y

NPL

ND

ND

D

L E G E N D

To be accompanied by Standard Dwg. Nos. TM500 thru TM504

Direction of Travel

D

OR

L left to right Increasing stationing from

L

LL

L

ND

ND

OR

L Lane line dimensions are shown on the striping plans the current Oregon Standard Specifications.

All materials shall be in accordance with

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

DATE

SDR

BOOK NO.

CALC.

Effective Date: June 1, 2025 - November 30, 2025

Professional Engineer.

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

TM560

ALIGNMENT LAYOUT: GENERAL

T M

.d g n

Extended accompanied by drawings to include TM50407-2020

07-01-2020N/A

25' max.

25' m ax.

contrasts with pavement surface.

Aerosol paint. Use color that highly

Control Points

50' max.50' max.

' m ax

Control Points

* Control points are placed along the lane line for all longitudinal lines except the following:

lines only For center

1.) Use control points to make continous narrow guideline as specified.

General note:

for a ND line when used as a center line.

A control point layout 4" offset from the lane line is required

50' max.

CONTROL POINT LAYOUT - TANGENT SECTIONS

CONTROL POINT

L

CONTROL POINT LAYOUT - CURVE SECTIONS

L E G E N D

ND

1' TYP.

striping plans.

Lane line dimensions are shown on the

L

L

L

L

To be accompanied by Standard Dwg. Nos. TM500 thru TM504 the current Oregon Standard Specifications.

All materials shall be in accordance with

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

DATE

SDR

BOOK NO.

CALC.

Effective Date: June 1, 2025 - November 30, 2025

Professional Engineer.

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

TM561

CENTERLINE & MEDIANS

LEFT TURN LANE,

ALIGNMENT LAYOUT:

T M

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Extended accompanied by drawings to include TM50407-2020

07-01-2020N/A

W

ND

TWL

L

L L

Y

ND

L

L L

L

L L

L

NPL

L L

L

L

L L

L L

L

(center gun) layout line a control point layout 4" offset from the lane line is required.

When ND is used as centerline markings, Point Control median Non-traversable

To be accompanied by Standard Dwg. Nos. TM500 thru TM504

(center gun) layout line offset from lane line:

control points to be 4" Line Types requiring

For centerlines only

4" Offset of Lane Line and Center Gun

4" offset

(#1) Gun Left

(#2) Gun

Center

(#3) Gun Right

Three gun installation system (center dot represents center gun)

Direction of striping truck (may go either direction)

Direction of striping truck (may go one direction only)

2) Increasing stationing from left to right alignment layout along the center gun location.

1) Install control points for pavement marking

General note:

L

Direction of Striping Truck striping plans.

Lane line dimensions are shown on the

Median Width

Direction Of Travel and Thru Traffic Side.

(center gun) layout line

(center gun) layout line

Lane Width

Lane Width

Left Turn Lane Width

CENTERLINE ALIGNMENT LAYOUT

MEDIAN ALIGNMENT LAYOUT

LL

L

LEFT TURN LANE ALIGNMENT LAYOUT

L

L

L L

L L

L

L

L E G E N D

L

L

L

L

L L

L

L L

L L

L

L

D YBNPR

L

L L

L

L

L L

L L

L

W-2 D D

L

NPLWND

the current Oregon Standard Specifications.

All materials shall be in accordance with

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

DATE

SDR

BOOK NO.

CALC.

Effective Date: June 1, 2025 - November 30, 2025

Professional Engineer.

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

TM670

SIGN SUPPORTS

WOOD POST

T M

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19-JAN-20245850

J A

N

01-2022 ADDED 3'-6" MINIMUM SPACING FOR 4"x4" POSTS AND 8'-0" MINIMUM

SIGN WIDTHS FOR 4"x6" AND LARGER POSTS

Accompanied by dwgs. TM200, TM671, TM822

D

" 1

X

Y

Y

X

Y

Y

Z

Z

Z

No scale

No scale post. Maintain at least 6" of space around the edges of the post to accomodate compaction equipment.

22', 24', 26'.

X

5'-3" Max.

7'-0" Min.

for 4"x6" and

Larger Posts

7'-0" Min. 7'-0" Min.

** - 0.35*X when X >= 20'.

- 7' when 15' = X 20'.< < b b b b b

D

T y p

D

T y p

6" Min.

(Typ.)

6" Min.

(Typ.)

85 MPH

3 Second Gust Wind Speed (TM671)

"2

2"

3"

5' - 0"

5' - 0"

7' - 0"494

Number of Posts

95 MPH

Number of Posts

Number of Posts

4' - 0"

Field

Drilled

Hole

Diameters

Post

Embedment

Depth

"D"

4" x 4"

4" x 6"

6" x 6"

6" x 8"

77 62 56

X b

A A

Not Req'd b d

(See note 12) for diameters.

Holes. See Tables

Field Drilled

D ir e c ti o n o f T r a v e l that the sign is attached.

Face of post

Center

Sign Area

Sign Area Center

Sign Area Center and G = 1.14.

15'-0" Min.

* - 0.6*X when X >= 12'.

105 and 110 MPH and 12) notes 10 diameters. (See

See Tables for

Field Drilled Holes.

and 12)

(See notes 10 diameters. (Typ.)

See Tables for

Field Drilled Holes.

and 12)

(See notes10 diameters. (Typ.)

See Tables for

Field Drilled Holes.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

Wood posts are available in the following commercial lengths: 12', 14', 16', 18', 20', For horizontal and vertical clearances of permanent signs refer to TM200 and of

Wood post design in accordance with the 5th Edition 2009 AASHTO Standard

Use the 3 second gust wind speeds shown on TM671 for the site specific sign location.

General design parameters are Kz = 0.87, SIF (duration factor) = 1.6, Cd (sign) = 1.20, The sign width to sign height or sign height to sign width ratio shall not exceed 5.0.

Permanent signing uses an Ir = 0.71 for a recurrence interval of 10 years.

Temporary signing uses an Ir = 0.45 for a recurrence interval of 1.5 years.

Posts protected by barrier or guardrail do not require field drilled holes.

4" x 4" posts should not be used in snow plow areas.

Excavate the hole at least 12" larger in diameter than the diagonal dimension of the

Align the post in the hole to a vertical position.

The space around the wood post shall be backfilled to finished ground surface.

Backfill with selected general backfill meeting the requirements of 00330.13.

Place in layers not greater than 6 inches.

Solidly ram and tamp the layers into the excavation area around the post.

Dampen during placement if too dry to compact properly.

Replace and finish the surface around the post to match the surrounding surface.

1.

2.

3.

4.

5.

6.

7.

8.

X=15'

X=15'

X=15'

85 MPH

3 Second Gust Wind Speed (TM671)

"2

2"

3"

5' - 0"

5' - 0"

7' - 0"

Number of Posts

1 2

95 MPH

Number of Posts

1 2

Number of Posts

1 2

4' - 0"

Field

Drilled

Hole

Diameters

Post

Embedment

Depth

"D"

P O

S T

S

IZ

E 4" x 4"

4" x 6"

6" x 6"

6" x 8"

Not Req'd

105 and 110 MPH

X=15'

3 3

X=15'

X=15'

244122

19698

17688

Material shall be Douglas Fir No. 1 and according to Section 02110.40.

* - Linear Interpolate X*Y*Z 3 post values for signs greater than 15' and less than 20'.

** - See note 8

* - Linear Interpolate X*Y*Z 3 post values for signs greater than 15' and less than 20'.

** - See note 9

Specifications for Structural Supports for Highway Signs, Luminaires, and Traffic

Signals.

2/d

A A

(Typ.)

(Typ.)

A A temporary signs refer to TM822.

ELEVATION

PERMANENT WOOD POST TABLE

TEMPORARY WOOD POST TABLE

SECTION A-A

Post Embedment Installation:

General Notes:

X ≥20'X ≥20' X ≥20'

X ≥20' X ≥20' X ≥20' b x d

P O

S T

S

IZ

E b x d

( X * Y * Z ) in ft³ - Maximum

( X * Y * Z ) in ft³ - Maximum

3'-6" Min. for 4"x4" Posts

5'-6" Min. for 4"x4" Posts 8'-0" Min. for 4"x6" and Larger Posts

01-2024 ADDED TO FIELD TREAT HOLES ACCORDING TO 02190.30

12.Field treat drilled holes according to 02190.30.

the current Oregon Standard Specifications.

All materials shall be in accordance with

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

DATE

SDR

BOOK NO.

CALC.

Effective Date: June 1, 2025 - November 30, 2025

Professional Engineer.

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

TM671

WIND SPEED MAP

3 SECOND GUST

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06-JAN-2012N/A

J U

L

M A L H E U R

H A R N E Y

L A K E

C R O O K

J E F F E R S O N

D E S C H U T E S

W H E E L E R

U M A T I L L A

M O R R O W

G I L L I A M

H O O D

R I V E R

U N I O N

B A K E R

W A L L O W A

M U L T N O M A H

C L A C K A M A S

M A R I O N

C L A T S O P

T I L L A M O O K

Y A M H I L L S H E R M A N

C O L U M B I A

W A S H I N G T O N

B E N T O N

L I N C O L N L I N N

P O L K

L A N E

D O U G L A S

C O O S

C U R R Y

J O S E P H I N E J A C K S O N

K L A M A T H

G R A N T

ST. HELENS

ASTORIA

DALLAS

ALBANY

NEWPORT

CORVALLIS

OREGON

CITY

DALLES

THE

PRINEVILLE

BEND

GRANTS

PASS

KLAMATH

FALLS

PENDLETON

LA GRANDE

PORTLAND

SALEM

MEDFORD

EUGENE

ROSEBURG

BAKER

CITY

HILLSBORO

McMINNVILLE

1.

2.

3.

4.

5.

6.

7.

8.

9.

higher wind speed shall be used.

Localities may have adopted wind speed higher that shown on this map. Those

River Gorge winds shall be designated 110 mph areas.

Areas in Multnomah and Hood River counties with full exposure to Columbia

All areas with full exposure to ocean winds shall be designated 110 mph areas.

The Interval Height (Kz) is 30 ft.

special wind regions and shall be examined for unusual wind conditions.

Mountanious terrain, gorges, and ocean promontories are classified as

The mean recurrence interval is 50-Years.

The Exposure Catagory is C.

The wind velocities shown above are 3-Second Gust wind velocities.

to account for locations in the State with special wind regions.

the wind speed map shown in Figure 1609 of the 2007 Oregon Structural Code and Traffic Signals", Appendix C, Figure C-3 and Section 3, Figure 3-2. It uses

"Standard Specifications for Structural Supports for Highway Signs, Luminaires

The wind velocity map as shown is adapted from AASHTO 2001 4th Edition - See Note 8

Lattitude 45° 30'

I-84 (Hwy 6) at M.P. 229.24

OR 11 (Hwy 8) at M.P. 15.89

Longitude 118° 30'

Note 7

See

- 85 mph - 95 mph - 105 mph - 110 mph See notes

7 and 8

NOTES:

the current Oregon Standard Specifications.

All materials shall be in accordance with

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

DATE

SDR

BOOK NO.

CALC.

Effective Date: June 1, 2025 - November 30, 2025

Professional Engineer.

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

TM687

ANCHOR FOUNDATION

SQUARE TUBE (PSST)

PERFORATED STEEL

T M

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06-JAN-20125752

J U

L

Accompanied by dwgs. TM681, TM688 manufacturer's recommendation and based on crash testing.

Specification 00440. The CGC mixture may be accepted at the site of placement according to 00440.14."

1' - 0"

M a x im u m granular material

Well compacted

No scale

"x12 ga.4

"x24

"x12 ga.2

"x22

2"x2"x12 ga.

Inside PSST

Outside PSST

Middle PSST

P S

S T

I n s id e

T u b e

O u ts id e

M id d le P

S S

T

M in im u m

2. Anchor steel shall be hot dipped galvanized or approved equal.

4. The estimated concrete volume is .09 cubic yards.

1' - 0" granular material

Well compacted

No scale

Inside PSST

Outside Tube3

O u ts id e T u b e

M in im u m

In s id e P

S S

T

"x12 ga.2

"x22

1' - 0" granular material

Well compacted

No scale

"x7 ga.2

"x22

Inside PSST

Outside Tube3

O u ts id e T u b e

M in im u m

2"x2"x12 ga.

3"x3"x7 ga.

In s id e P

S S

T

No scale

Sign Face

Anchor

Support

Square Tube Sign

Perforated Steel

3. Footing concrete shall be Commercial Grade Concrete (fc = 3000 psi) per traffic flow.

to major or critical perpendicular

Bolt shall be

M a x im u m

M a x im u m

1. Material grade for base hardware connection shall be according to the o f T r a v e l

D ir e c ti o n

2" ANCHOR DETAIL

2" OPTIONAL ANCHOR DETAIL

" ANCHOR DETAIL2

PLAN

General Notes:

flatwasher under head each way.

lockwasher under nut and

⅜" ɸ bolt w/ flatwasher and flatwasher under head each way.

lockwasher under nut and ⅜" ɸ bolt w/ flatwasher and flatwasher under head each way.

lockwasher under nut and ⅜" φ bolt w/ flatwasher and the current Oregon Standard Specifications.

All materials shall be in accordance with

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

DATE

SDR

BOOK NO.

CALC.

Effective Date: June 1, 2025 - November 30, 2025

Professional Engineer.

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

TM688

SLIP BASE FOUNDATION

SQUARE TUBE (PSST)

PERFORATED STEEL

T M

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06-JAN-20125752

J U

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Accompanied by dwgs. TM681, TM687

1. Material grade for base hardware connection shall be according to the manufacturer's recommendation and based on crash testing.

3. Footing concrete shall be Commercial Grade Concrete (fc = 3000 psi) per Specification 00440.

The CGC mixture may be accepted at the site of placement according to 00440.14.

recommendation and based on crash testing.

4. Material grade for base hardware connection shall be according to the manufacturer's

Teflon Gasket

Top Slip Base Plate

Bottom Slip Base Plate bottom slip base.

Anchor Tube welded to

3" x 3" x 7 gauge

1' - 0"

Teflon Gasket

Top Slip Base Plate

Bottom Slip Base Plate

Washer

Bolt Sleeve

Bolt Sleeve

Washer

Washer

Square Tube (PSST)

Perforated Steel bottom slip base.

Anchor Tube welded to

3" x 3" x 7 gauge

Washer

Nut Nut

No scale

No scale

2. Slip base steel shall be hot dipped galvanized or approved equal.

granular material

Well compacted

M a x im u m

No scale

Sign Face

5. All slip bases shall be pre-assembled by the manufacturer and shall be installed according to the manufacturer's instructions.

instructions.

according to the manufacturer's

Sign post shall be installed

6. Use slip bases listed on the ODOT Qualified products list or submit crash testing data,

7. Slip base details shown are not for a specific manufacturer and are only shown to convey and nut. (3 Required)

2 Sleeves, 2 flatwashers, " Bolt with 2 and 1 nut. (2 Required)

" Bolt with 2 flatwashers,8

" Bolt8

" Bolt2 installation instructions, and unstamped working drawings according to 00150.35.

general pieces of a slip base system. Specific slip base material will be acccording to the manufacturer's documentation.

o f T r a v e l

D ir e c ti

SLIP BASE ELEVATION

SLIP BASE EXPLODED VIEW

PLAN

General Notes:

the current Oregon Standard Specifications.

All materials shall be in accordance with

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

DATE

SDR

BOOK NO.

CALC.

Effective Date: June 1, 2025 - November 30, 2025

Professional Engineer.

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

TM689

ANCHOR INSTALLATION

TEMPORARY PSST VANE

T M

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06-JAN-20176634

J U

L

Accompanied by dwgs. TM200, TM671, TM681, TM687, TM688, TM822

1.

2.

3.

4.

5.

6.

7.

8.

1.

4.

5.

6.

7.

2.

3.

granular material well compacted

Backfill with

Tube

3"x3"x7 ga.

1/8" A36 Vane plate general material well compacted

Backfill with

No scale d

9"

1' - 0"

No scale

M a x dip galvanizing process.

(2/3)*D for the hot plate at (1/3)*D and same side as the vane holes in the tube on the

Drill (2) 3/8" diameter

Vane plate excavation.

through center of

Vane plate located either side of tube.

to vane plate on

Sign Face parallel

D ir e c ti f T r a v e l

Backfill with selected general backfill meeting the requirements of 00330.13.

Solidly ram and tamp the layers into the excavation area around the post.

Excavate the hole to 6" deeper than the requried depth and backfill the bottom

Replace and finish the surface around the vane anchor to match the surrounding surface.

6" with well compacted granular material meeting the requirements of 00330.14.

Use the 3 second gust wind speeds shown on TM671 for the site specific sign location.

Reference TM681, TM687, and TM688 for additional PSST details.

PSST Vane anchor design in accordance with the 5th Edition 2009 AASHTO Standard

Use this design only for Temporary applications.

The PSST Vane anchor shall not remain permanently in place.

The temporary PSST vane anchor shall be hot-dip galvanized after fabrication.

Reference TM822 for temporary sign placement.

General design parameters are Kz = 0.87, Cd (sign) = 1.20, G = 1.14, and Ir = 0.45 for

Signals.

Specifications for Structural Supports for Highway Signs, Luminaires, and Traffic a recurrence interval of 1.5 years.

Align the vane anchor in the hole to a vertical position.

The space around the vane anchor shall be backfilled to finished ground surface.

Place backfill in layers not greater than 6 inches.

Dampen during placement if too dry to compact properly.

installed in the 3" x 3" x 7 ga. anchor.

Requires a 2 1/2" x 2 1/2" x 7 ga. tube

Square Tube Size

2"-12 ga.

"-12 ga.2

"-10 ga.2

"-12 ga.2

" & 24

2'-6"

3'-0"

3'-0"

3'-6" d

PLAN

DEPTH REQUIREMENTS

VANE ANCHOR DETAIL

General Notes:

Post Embedment Installation:

for 3/8"φ bolt 7/16"φ holes the current Oregon Standard Specifications.

All materials shall be in accordance with

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

DATE

SDR

BOOK NO.

CALC.

Effective Date: June 1, 2025 - November 30, 2025

Professional Engineer.

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

TM800

PCMS DETAILS

TABLES, ABRUPT EDGE AND

T M

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12-JUL-2024N/A

J U

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Freeway

Use aggregate wedge when abrupt edge is 2 inches or greater.

four feet wide protect longitudinal abrupt edge as shown.

When paved shoulders adjacent to excavations are less than

NOTES:

shoulder, as far as practical.

Place cart / generator / power supply off of the on 10' spacing.

Use six tubular markers in shoulder taper outside shoulder, where practical.

Install Flagger Station Lighting beyond the

2" or GreaterExtg. pavement aggregate base rock

Shoulder or message sign (PCMS)

Portable changeable

20'

100'

4' B(III)R

Temp. Plastic Drums

Lighting

Flagger Station

50'

10'

Markers

28" Tubular

Place roll-up signs in advance of barricades.

plaques to the sign face using hook and loop fasteners.

If roll-up signs are used, attach the correct (CW21-9) throughout excavation area at spacings shown.

Continue signing and other traffic control devices

"RIGHT" (CW21-8C) riders with "LEFT" (CW21-8A) riders.

8' B(III)R barricades with 8' B(III)L barricades and replace the

If the excavation is located on left side of traffic, replace the abrupt edges of 1 inch or greater.

or other roadway work. Use abrupt edge signing for longitudinal

Abrupt edges may be created by paving, operations, excavations

GENERAL NOTES FOR ALL TCP DRAWINGS:

for max. spacing.

See TCD Spacing Table

Temp. Plastic Drums for max. spacing.

See TCD Spacing Table

28" Tubular Markers

UNDER TRAFFIC

UNDER CONSTRUCTION

EXCAVATION ABRUPT EDGE SIGN (PCMS) INSTALLATION

PORTABLE CHANGEABLE MESSAGE

LIGHTING DELINEATION

FLAGGER STATION

Sl. 1:3

TAPER TYPES & FORMULAS

TEMPORARY BARRIER FLARE RATE TABLE

TAPER FORMULA

Merging (Lane Closure)

Shifting

Shoulder Closure

Flagging (See Drg. TM850)

Downstream (Termination)

"L"

"L"3 1"L"/3 or

50' - 100'

Varies (See Drawings)

"L"2 1"L"/2 or the Speed from the Tables below:

Use Pre-Construction Posted Speed to select

For Lane closures where W < 10', use "L" value for W = 10'.

Limit spacing adjustments to 30% of the "A" dimension for all speeds.

When necessary, sign spacing may be adjusted to fit site conditions.

Place traffic control devices on 10 ft. spacing for intersection and access radii.

NOTES:

SPEED (mph) MINIMUM FLARE RATE

M I N I M U M L E N G T H S T A B L E

"L" VALUE FOR TAPERS (ft) BUFFER "B" (ft)W = Lane or Shoulder Width being closed or shifted

20:1

19:1

18:1

16:1

14:1

12:1

10:1

9:1

8:1

FREEWAYS

SPEED (mph) W = 12 W = 14 W = 16

TRAFFIC CONTROL DEVICES (TCD) SPACING TABLE

20 - 30

35 - 40

45 - 55

60 - 70 700

100 100

15001000 2640

100 20

Device Spacing (ft)

Max. Channelizing Sign Spacing (ft) SPEED (mph)

A B C

CW21-8A

(As noted)

36x18

C W

(Mount on TSS)

(As needed)

42x18

CW21-8C

OR

C

W

Plaques

CW21-9

Abrupt edge

8' B(III)R 8' B(III)R

mi.4 1 mi.4

1 mi.4

EDGE

ABRUPT

RIGHT

LEFT

(Roll-up sign)

(As needed)

EDGE

ABRUPT 32x11

32x11

32x11

CENTER

RIGHT

LEFT

10≤ W

30≤

W/60, S = Speed, W=WidthS 45: L = WS, Speeds < 45: L = ≥ formula, for Speeds For Shoulder closures where W < 10', use "L" value for W = 10' or calculate "L" using

TYPICAL ABRUPT EDGE DELINEATION

Smart Work Zone Systems Portable Traffic Signals

Detail as shown is used for trailered and non-crashworthy components of:

barricade may be omitted when PCMS is placed behind a roadside barrier.

Use six drums in shoulder taper on 20' spacing. The drums and

Left shoulder, use Type B(III)L Right shoulder, use Type B(III)R Use the appropriate type of barricade panels for PCMS location.

Install PCMS beyond the outside shoulder, when possible.

To be accompanied by Dwg. Nos. TM820 & TM821.

divided highways or freeways when positive protection is not available, or as directed.

Provide a truck mounted attentuator (TMA) to protect the active work area on high speed

Flaggers, Traffic Control Measures, or as directed.

Coordinate and control pedestrian movements through a Temporary Accessible Route using

Combine drawing details to complete temporary traffic control for each work activity.

Do not locate sign supports in locations designated for bicycle or pedestrian traffic.

High speed highways have a pre-construction posted speed of 45 mph or higher.

Low speed highways have a pre-construction posted speed of 40 mph or less.

All other signs mounted on barrier sign supports shall not exceed 12 sq. ft. in total sign area.

All diamond shaped warning signs mounted on barrier sign supports shall be 36" by 36".

background of all temporary warning signs.

Use fluorescent orange sheeting for the All signs are 48" x 48" unless otherwise shown.

to indicate traffic movements.

Arrows shown in roadway are directional arrows sequential arrow boards.

Place a barricade approx. 20' ahead of all shown are the minimum required.

Signs and other Traffic Control Devices (TCD)

07-2022 Added a note for TPARs

07-2024 Added a note for TMAs the current Oregon Standard Specifications.

All materials shall be in accordance with

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

DATE

SDR

BOOK NO.

CALC.

Effective Date: June 1, 2025 - November 30, 2025

Professional Engineer.

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

TM820

TEMPORARY BARRICADES

T M

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01-JUL-2020N/A

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L

LC

CL

CL

CL

sheeting on rail encapsulated lens

White and orange

Extg. ground

" 6 m m in m in m in

V a r

4' min. - 8' max.

m in

V a r m in

"6 m in

24" min. - 48" max.

sheeting on rail encapsulated lens

White and orange

Extg. groundExtg. ground sheeting on rail encapsulated lens

White and orange

M in

V a r

"6

24" min.

direction toward which traffic must turn in detouring.

it is desirable that the stripes slope downward in the

Where a barricade extends entirely across a roadway, at an angle of 45° in the direction traffic is to pass.

Markings for barricade rails shall slope downward directions from the center of the barricade.

slope the chevron striping downward in both

Where both right and left turns are provided for, local road users.

across roadway unless access is required for may be used. Extend barricades completely

For full roadway closures, the C or LR barricade

NOTES:

Traffic Traffic

(For approaching traffic)(For approaching traffic)

(For approaching traffic)

Traffic

(For approaching traffic)

Traffic

BARRICADE RAIL LAYOUT

DIAGRAM FOR BARRICADE PLACEMENT AND SLOPE MARKING

BARRICADE NOTATION

B(III)R

LT. SIDE - L

CLOSED - C LT. / RT. - LR

RT. SIDE - R

TYPE I TYPE II TYPE III

is signed according to the TCP. See Dwg. No. TM844.

closed and a temporary pedestrian accessible route (TPAR)

Do not place barricades in sidewalks unless sidewalk is facility is properly closed and signed.

Do not block bike lanes or shoulders unless the space is limited.

Use 4' Type III barricades where horizontal

Use barricades from ODOT Qualified Products List (QPL).

Rails must be 8" min. to 12" max. in height.

For rails less than 36" long, 4" wide stripes shall be used.

from barricade.

Ballast shall not extend above bottom rail or be suspended may be placed on lower frame to provide additional ballast.

Sandbags (approximately 25 lb sack filled with sand)

GENERAL NOTES FOR ALL DETAILS:

Barricade type

Barricade on the roadway

Indicates barricade placement the current Oregon Standard Specifications.

All materials shall be in accordance with

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

DATE

SDR

BOOK NO.

CALC.

Effective Date: June 1, 2025 - November 30, 2025

Professional Engineer.

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

TM821

TEMPORARY SIGN SUPPORTS

T M

.d g n

14-JUL-2023N/A

J U

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4"x 4"x 12'

2 - 2"x 4" @ 45° angle

2"x 6"x 37"

36"

Sandbags per side (typ.)

lag screw

"x 3"8 31 -per side (typ.)

" dia. bolts8 32 -screw per side (typ.)

"x 3" lag 8 31 -per support (typ.)

"x 3" lag screws8 32 -

"x 37"2 1"x 54 sign (typ.)

48"x 48" sign area of 20 sq. ft. or less.

Use Double Post TSS for a total

NOTES:

per support (typ.)

2 - 3/8" dia. bolts per support (typ.)

2 - 3/8" dia. bolts

4 - 2"x 6"

40"

"2 12 - 4"x 4"x 5

NOTES:

2' - 8" Sandbags

2' - 6"

A

"4

" - 12 ga. PSST2

" - 12 ga. x 4" PSST Stub2

PSST Stub

" - 12 ga. x 4" 2 12 A

See DETAIL A

" - 12 ga. PSST4

" - 12 ga. PSST4 sign (typ.)

48"x 48" per support (typ.)

" dia. bolts8 3Two, support (typ.)

joining brace and

" dia. bolt 8

NOTES:

1 - 2"x 4"

1 - 4"x 4"x 4"

2 - 2"x 4"

1 - 4"x 4"x 4"

1- 2"x 4" 40"

Sandbags lag screws

"x 4"8 34 -

4"x 4"x 10'

"x 3" lag screws8 32 -

2"x 4"x35" @ 45° angle

2"x 4"x 6"

"x 3" lag screws8 32 -

"x 4" lag screws8 34 -

" dia. bolts8 31 -

" dia. bolts8 31 -

" dia. bolts8 32 -

" dia. bolts8 31 -sign (typ.)

36"x 36"

" dia. bolts8 32 -

TEMPORARY SIGN SUPPORT GENERAL NOTES:

Sheeting

Retroreflective

Sheeting

Retroreflective

" Sheeting

Retroreflective m in and Right sides)

Sheeting (Left

Retroreflective

NOTES:

SIGN POST REFLECTIVE SHEETING PLACEMENT

Sheeting

Retroreflective Sheeting

Retroreflective signs. Do not mount signs on Type II or III Barricades.

Use Single Post TSS for mounting "Business Access" (CG20-11)

Use Single Post TSS for a total sign area of 12 sq. ft. or less.

Sheeting may be applied directly to post material; or applied to a rigid, lightweight substrate, then securely attached to the posts.

for wood post TSS's. Use 2" wide sheeting for PSST TSS's.

Apply sign post retroreflectivity to each TSS post facing front; and to the left and right sides of the TSS, as shown. Use 3" wide sheeting and "DO NOT ENTER". For "STOP" and "DO NOT ENTER" signs, used red ANSI Type III or IV retroreflective sheeting on the TSS posts.

Apply fluorescent orange, ANSI Type VIII or IX retroreflective sheeting to TSS posts, as shown, for all temporary signs, except "STOP"

Use A325 Bolts or equivalent.

welding. Repair Galvanizing according to ASTM A780.

designation G90. Remove Galvanizing from steel before

Galvanize steel according to ASTM A653 with coating

All members shall have a minimum yield stress of 50 ksi.

Use PSST TSS's for a total sign area of 16 sq. ft. or less.

Society (AWS) D.1.1.

Weld steel according to American Welding

" - 12 ga. x 4" PSST Stub.2 1inside of the 2

" PSST4

1Do not use bolt to secure 2

" - 12 ga. x 4" PSST Stub.2 1inside of the 2

" - 12 ga. PSST to extend entire length 4

See Dwg. No. TM204 for flag board mounting detail.

(25 lb. max per bag) (min. 100 lbs per side of each TSS).

Place a minimum of 50 lbs of sandbags on each of the four TSS supports legs.

TSS posts.

away from traffic, or cover the sign. Do not cover reflective sheeting on the

When not in use, locate TSS as far from Public Traffic as practicable and turn

Do not place or stack ballast more than 24" above the ground.

See "Temporary Sign Placement" detail on TM822 for sign installation heights.

four sides (S4S) and free of heart center (FOHC).

For wooden TSS's, use either Douglas Fir or Hem Fir, which is surfaced

Do not locate TSS's in locations that block pedestrian or bicycle traffic.

Do not tip over TSS at any time.

Double Post Perforated Steel Square Tube (PSST) Single Post

DOUBLE POST DETAIL PERFORATED STEEL SQUARE TUBE (PSST) DETAIL SINGLE POST DETAIL

Front Right Left Front FrontRight Left Side

(No Scale)

DETAIL A

" - 12 ga. PSST 4

" - 12 ga. PSST2

A A

(No scale)

SECTION A-A

the current Oregon Standard Specifications.

All materials shall be in accordance with

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

DATE

SDR

BOOK NO.

CALC.

Effective Date: June 1, 2025 - November 30, 2025

Professional Engineer.

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

TM822

TEMPORARY SIGN SUPPORTS

T M

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01-JUL-2020N/A

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¼ ¼ as shown.

pedestrian pathway, maximum of 4" into it may extend a

7' above the sidewalk is installed less than

If bottom of plaque

B a c k o f c u rb m in m in

3' (min.)

4" max. *

2' (min.)

width is less than 6'

2' min. when the shoulder

6' - 12'

E d g e o f tr a ff ic l a n e m in m in . R

/W

1' min.

Urban Areas With Curb/Sidewalk surface, as shown.

minimum of 7'0" above pavement

(plaque) so bottom of sign is a bicycle traffic, install secondary sign shoulder or other surface used by adjacent to or intrude into a paved

Where temporary signs are located

E d g e o f tr a ff ic l a n e

Shoulder

Paved m in

R /W

1' min.

6' - 12'

E d g e o f tr a ff ic l a n e m in m in

TEMPORARY SIGN PLACEMENT

L 2-1/2"x 2-1/2"x 5/16"

"8 d eg head and clip

" dia. pin wth4

"16 5"x 2

1"x 22 1L 2

"2

"16 5"x 2

1"x 22 1L 2

" Sch. 40 pipe2 1210"

"2

"2

6" max.

of total sign area) (or, max. 12 sq. ft.

36" x 36" sign

2" Sch. 40 pipe

" Sch. 40 pipe2

Conc. Barrier

NOTES:

CONCRETE BARRIER SIGN SUPPORT

other than concrete.

Follow manufacturer recommendation when installing signs on barrier

Do not use clipped signs.

Weld steel according to American Welding Society (AWS) D.1.1.

Place support at connection between two concrete barrier sections.

Use for supporting a maximum 12 sq. ft. of total sign area.

Support fits both 32" and 42" tall "F" barrier.

All structural steel shall conform to ASTM A36.

and pinned when not in use.

Drill additional holes so sign can be rotated 90 degrees

To be accompanied by Dwg. Nos. TM670, TM671, TM687, TM688 & TM689.

according TCP Design Manual, MUTCD, ADA, or as directed.

Do not block bicycle lanes, sidewalks, or TPAR's with sign supports. Maintain minimum widths for these facilities

Rural Areas

Bicycles On Shoulder Rural or Urban Areas - Curb or No Curb

No Curb/Sidewalk Divided Highway/Freeway Medians the current Oregon Standard Specifications.

All materials shall be in accordance with

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

DATE

SDR

BOOK NO.

CALC.

Effective Date: June 1, 2025 - November 30, 2025

Professional Engineer.

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

TM850

2-LANE, 2-WAY ROADWAYS

T M

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01-JUL-2022N/A

J U

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01-2022 Added AFADs to drawing.

PASS

NOT

DO

PASS

NOT

DO

PASS

NOT

DO

CENTER

EDGE

ABRUPT

CENTER

BUMP

PASS

DO

PASS

NOT

DO

CENTER

ABRUPT

PASS

NOT

DO

(Relocated sign)

½ mi.

½ mi.

½ mi.

½ mi.½ mi.

Overlay Limit Abrupt edge

Overlay Limit location)

(initial sign

XX XX XX

(As needed)

A

A or gravel area

Loose sand or gravel area Loose sand

C W a

C W a

C W a

36x48

R4-1

36x48

R4-1

C W a

C W a

C W a

W

W

C W

W

W

W

W

W

W

36x48

R4-1

C W (7 ,9

36x48

R4-1

C W (7 ,9

36x48

R4-1

C W (7 ,9

W

36x48

R4-1

C W (7 ,9

36x48

R4-1

C W (7 ,9

36x48

R4-1

"BE PREPARED TO STOP" (W3-4) and Flagger Ahead (CW23-2) signs, as shown.

Relocate initial "ROAD WORK AHEAD" (W20-1) sign in advance of additional beyond initial warning signing OR when sight distance is restricted.

Place Advance Flagger and additional signing when traffic queues extend

NOTES:

Stations according to FLAGGER STATION DELINEATION detail.

Place additional Tubular Markers for Flagger and Advance Flagger

GENERAL NOTES FOR ALL DETAILS:

flagger tapers and stations

20' max. spacing for

28" Tubular Markers on

TM800 for max. spacing.

See TCD Spacing Table on

28" Tubular Markers

UNDER TRAFFIC

UNDER CONSTRUCTION

CONSTRUCTION UNDER TRAFFIC

on 10' spacing for flagger station delineation.

Use a minimum of 3 tubular markers in shoulder taper

NOTE:

NOTE:

NOTE:

ADVANCE FLAGGER FOR EXTENDED TRAFFIC QUEUES

FLAGGER STATION DELINEATION

28" Tubular Marker

F la g g e r

20'

10'

Move sign as needed for extended traffic queues, or

Move sign when sight distance is restricted

End of traffic queue

Sight distance limit

675'

End of traffic queue

"B"

Buffer

50'-100'

T…