Attachment D - Standard Drawings~6.pdf

RD610

DETAILS

PAVEMENT (ACP)

ASPHALT CONCRETE

R D

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25-JUL-2017N/A

J U

L

1" in 5'

Feather base course Taper 1" in 5'

AT GRAVEL APPROACHES

METHOD OF FEATHERING ACP PAVEMENT

OR BRIDGE ENDS WHEN NOT OVERLAYING THE BRIDGE

ACP PAVEMENT MATCH AT PROJECT ENDS

METHOD OF MATCHING EXTG. ACP INLAY SURFACING

TABLE 1

METHOD A *

METHOD B *

TAPER LENGTHS

ACP wearing course

(When present)

Feather ACP base course

Extg. pvmt.

See "EDGE DETAIL"

Extg. pvmt.

wearing course thkn.

ACP unfeathered

See project plans for method.

Taper (See Table 1)

Cold plane pvmt. removal

Taper (See Table 1)

Cold plane pvmt. removal

Posted Speed Taper Length

1" per 50' 45 mph

1" per 100'> 45 mph

See "EDGE DETAIL"

Extg. pvmt.

wearing course thkn.

ACP unfeathered top ACP base course

Construct non-feathered

(See "EDGE DETAIL")

Top of ACP base, Extg. pvmt.

ACP wearing course

(When present)

Feather ACP base course

Extg. gravel surfacewearing course thkn.

ACP unfeathered

Thkn. - Var. (2" to 0)

Aggr. base

Thkn. - Var. (2" to 0)

(When present)

Asph. conc. base course

(Thkn. as shown on plans)

ACP wearing course

Extg. pvmt.

Thkn. - 2"

(When present)

ACP base course e x tg p v m t.

E d g e o f

See "EDGE DETAIL"

ACP wearing courseExtg. pvmt.

See "EDGE DETAIL"

Extg. A.C. pvmt.

Cold plane pvmt. removal

(Inlay to extg. asphalt conc. pvmt.)

not acceptable

Mill edge as shown

Nom. depth

Sawcut & seal

EDGE DETAIL

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 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

GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:

may be placed steeper

Slope of individual layer layers to be 1:1

Overall slope of succesive

MULTI-LAYER PAVEMENT CONSTRUCTION

p a v e m e n t

E d g e o f see project plans

Slope varies, Successive layers cement treated base mix bituminous base or

First layer of ACP, plant

(NEW CONSTRUCTION)

SAFETEY EDGE FOR ASPHALT CONCRETE

PORTLAND CEMENT CONCRETE PAVEMENT OVERLAY

SAFETY EDGE FOR

(INCLUDING MILL, INLAY AND OVERLAY)

SAFETY EDGE FOR ASPHALT CONCRETE RECONSTRUCTION

p a v e m e n t

E d g e o f (6'-0" or less)

Shoulder width see project plans

Slope varies, A p p r o x

M in backing material

New shoulder

Safety edge concrete pavement surface

New portland cement pavement

Existing concrete to 1:2

Sl. 1:1

T p a v e m e n t

E d g e o f (6'-0" or less)

Shoulder width see project plans

Slope varies, p a v e m e n t

E d g e

(6'-0" or less)

Shoulder width see project plans

Slope varies, p a v e m e n t

E d g e o f (6'-0" or less)

Shoulder width see project plans

Slope varies, p a v e m e n t

E d g e o f (6'-0" or less)

Shoulder width see project plans

Slope varies, p a v e m e n t

E d g e o f (6'-0" or less)

Shoulder width see project plans

Slope varies, SAFETY EDGE PLACED WITH LIFTS

SAFETY EDGE PLACED ONLY WITH FINAL LIFT

SINGLE COURSE OVERLAY

PAVEMENT THICKNESS (T) 5" OR LESS

n o te

S e e g e n e r a l

M in

A p p r o x material

Existing shoulder material

Shoulder backing to 1:22

Sl. 1:1

Safety edge

Sl. 1:4 to 1:6

Lift 1

Lift 2 pavement

Existing

Additional pavement surface

New asphalt for shoulder paving

Prepare existing ground n te

S e e g e n e r a l for shoulder paving

Prepare existing ground material

Existing shoulder

T pavement

Existing surface New asphalt

Lift 1

Lift 2 material

Shoulder backing

Sl. 1:4 to 1:6 to 1:22 1Sl. 1:1

Safety edge material

Shoulder backing

Sl. 1:4 to 1:6 to 1:22 1Sl. 1:1

Safety edge m in for shoulder paving Prepare existing groundpavement

Existing detail below construction, see Multi-layer pavement surface New asphalt

T material

Shoulder backing

Sl. 1:4 to 1:6 to 1:22 1Sl. 1:1

Safety edge

A p p ro x

Sl. 1:1

M in material

Shoulder backing

Sl. 1:4 to 1:6 to 1:22 1Sl. 1:1

Safety edge

A p p ro x

Sl. 1:1

M in

Lift 1

Lift 2

M in

Additional pavement

Base material

Base material

Lift 2

Lift 1 Additional pavement surface Asphalt surface Asphalt

T

Finish grade with a 1:1 sloped face below the safety edge.

depth of "T" > 5", construct the safety edge to a depth of 5" approximately thickness of the surface and intermediate courses. For total new asphalt For total new asphalt depth of "T"≤5", construct the safety edge to the full4.

obstructions.

Do not construct safety edge at intersections, paved drives, or other3.

pavement surface.

to 1:2 measured from the 2

1Construct the safety edge at a slope of 1:12.

is 2" or greater, except where indicated in the plans.

travel lane or edge of paved shoulders), where the wearing surface thickness Safety edges are required at the outside edges of the paved roadway (edge of1.

T

RD615

DETAILS

SURFACE EDGE

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TITLE CHANGED, REVISED DETAILS AND NOTES07-2021

19-JUL-2021N/A

-J

U L -2

PAVEMENT THICKNESS (T) GREATER THAN 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

Standard Drawing, while

The selection and use of this

RD1010

TYPE 2, 3, 6, 7, 10 AND 11

INLET PROTECTION

R D

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REMOVED CALC BOOK NUMBERS01-2021

20-JAN-2021N/A

J A

N

01-2021 MOVED NOTES UP FROM OVERLAPPING THE SHEET BORDER

20" min. 20" min.

Flow Flow

Drainage grate

Flo w

Flow water

Filtered water

Filtered

NOT TO SCALE

NOT TO SCALE NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

COMPOST FILTER SOCK OR WATTLE - TYPE 7

GEOTEXTILE/WIRE MESH/AGGREGATE - TYPE 2 PREFABRICATED FILTER INSERT - TYPE 3

SOD PROTECTION - TYPE 6

CURB INLET SEDIMENT DAM - TYPE 10 WATTLE BARRIER WITH FILTER INSERT - TYPE 11

CURB INLET PERSPECTIVE VIEW

AREA DRAIN PERSPECTIVE VIEW

AREA DRAIN PLAN

compost filter socks

Sandbags are not necessary for sandbags to hold wattles in place.

Compost filter sock or wattle. Use

Flo w

Wire tied (Typ.)

grate

Drainage

(Typ.)

Surface flow

3' mi n.

F lo w

Flow

Flow

Curb face inlet

3' mi n.

curb inlet opening to scale to show

Straw wattle not drawn

Insert -Type 3, (not shown)

Prefabricated Filter

Overflow spillway

Catch basin

F lo w

Curb face inlet

Flow vertical bars

Zip-tie to

Flow

Zip-ties over inlet mouth) dam (fit snugly

Curb inlet sediment

Va

r. 3

6" to sediment dam

Curb inlet

3' OC to hold in place end of wattle and

Place a sandbag at each or wattle filter sock

Compost

Inside diameter

12" plans and notes wattle, size varies. See

Compost filter sock or flo w (typ

Su rface not feasible when staking is

Secure with zip-tie around inlet basin

Min. 6' of sodFlow

Flow

Flow

Flow

#5 Rebar

Geotextile insert overlap

Sewn 6"

#5 Rebar

Flow

Grate

Flow overlap

Sewn 6" aggregate

Open graded depth over inlet

Aggregate, 12" min.

Wire mesh

Geotextile at 3' OC in pavement areas

Hold in place with sandbags to prevent sock movement.

3' OC, typ. Tie sock at overlap

2"x2"x36" wooden stakes areas sandbags at 3' OC in pavement movement. Hold in place with

Tie sock at overlap to prevent sock

2"x2"x36" wooden stakes 3' OC, typ.

from entering the catch basin.

as needed to prevent sediment laden water

Adjust, replace or modify the inlet protection site.

filter insert or wattle prior to leaving the wattle to force storm water to flow through side of opening tight against curb. Adjust

Install wattles over opening and 36" to each detail.

Install prefabricated filter insert per Type 3

Type 11 - Wattle barrier with filter insert are combined at a catch basin.

where at-grade inlet grate and curb inlet required for use with inlet filter insert mouth. Curb inlet sediment dam is

Fit curb inlet sediment dam snugly into inlet

Type 10 - Curb inlet sediment dam installations.

use synthetic mesh socks for temporary used safely.

or areas where the larger socks can be

Use 12" to 18" dia sock in non-traffic areas

(Type 7 cont.)

12" compost filter socks necessary for

Sandbags are not hold wattles in place.

Use sandbags to

Sandbags (typ.).

areas.

Use 8" to 12" dia sock on curbside in traffic recommendations (12"min., 36" max.).

Overlap ends of sock per manufacturers of the sock.

6" into ground and flush with the top

Drive 2"x2" wood stakes a minimum of

Type 7 - Compost filter sock

Field fabricated inserts are not allowed.

entering project storm systems.

prevent the potential of sediments accompanied by additional BMP's to overflow are allowed only when

Prefabricated inserts with provisions for manufacturer recommendations.

to the plans, special provisions, and

Install prefabricated filter inserts according

Type 3 - Prefabricated filter inserts

Install aggregate over the geotextile fabric.

structure.

wire mesh and perimeter area around

Place sediment fence geotextile over the

Place the wire mesh over the grate.

Type 2 - Geotextile/wire mesh/aggregate

NOTES:

harvest of the sod of inlets within 36 hours of

Install sod around the perimeter

NOTE:

TM500

STANDARD DETAIL BLOCKS

PAVEMENT MARKING

T M

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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°

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°

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

TM502

PAVEMENT MARKING

T M

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Changed min. width of TM/B from 6' to 4.5'07-2020

01-03-2022N/A

For Centerline or Left Turn Lane

20'

LL

20'

LL

2" Space

4" Space

4" Space

10'

L

10'

Thru Traffic Side

L

15'

10' 15'

40'

15'

15'

40'

L E G E N D

2" Space

20'20'

40'

15' 15'

40'

LL

4" Space both left and right in this symbol Bi-directional yellow marker reflects yellow

15'

15' 15'

Direction Of Traffic

3'

LL

L

LL

L 15'

15'

15'

3'

LL

9'

12'

12'12'12'12'

9'

12'

Direction Of Traffic

12'

20'20'

L

10'

10'

40' 40'

LL

36° L

L

Direction Of Traffic

L

1'6" 2'

4' 10'

40'40'

80'

15"

4" Yellow Type II Button

80'

12'

4" Space

2" Space

4" Space

20'

4"

4"

40'40'

20' 40'

2" Space

40'

LL

Increasing Stationing

L

40'40'

L

40'

20' 20'

40'

LL

2" Space

24'

12'

L

20'

Thru Traffic Side

L

L

Direction Of Traffic

L

12'

9' 3'

L

LL

L For Centerline

LL

L

2" Space

20'

L 2" Space

20'20'

4'6"

4'6"

4'6"

15'

15'

10'

L

Direction Of Traffic

L

80'

20'

LL

20'

2" Space

4"

4"

LL

2" Space

20' 20'

WB

R-40

YB

R-40

TRANSVERSE MEDIAN BAR SUBSTITUTION

BUTTON

TM

B

YB

R-80

WHITE DOTTED LANE LINE SUPPLEMENTATION

REFLECTORS WITH 4" WHITE DOTTED LANE LINE

DLL

R-12

4" White Mono-Directional Type I Reflector

4" White Mono-Directional Type I Reflector

WIDE DOTTED LANE LINE SUPPLEMENTATION

REFLECTORS WITH 8" WHITE DOTTED LANE LINE

4" White Mono-Directional Type I Reflector

YELLOW BROKEN LINE SUPPLEMENTATION

REFLECTORS WITH 4" YELLOW BROKEN LINE

YELLOW BROKEN LINE SUPPLEMENTATION

REFLECTORS WITH 4" YELLOW BROKEN LINE

WHITE BROKEN LINE SUPPLEMENTATION

REFLECTORS WITH 4" WHITE BROKEN LINE

12" max.

angle orientation for field layout

Narrow Double Yellow Line

DLL-2

2R-12

CHANNELIZING LINE SUPPLEMENTATION

REFLECTORS WITH 8" WHITE LINE

Mono-directional crystal white marker reflects white to the left in this symbol

W-2 2R-20R

CHANNELIZING LINE POSITIONING GUIDE

REFLECTORS WITH 8" WHITE LINE

4" White Mono-Directional Type I Reflector

4" Yellow Bi-Directional Type I Reflector

4" Yellow Bi-Directional Type I Reflector

NO-PASS LEFT POSITIONING GUIDE

REFLECTORS WITH 4" YELLOW LINES

TWL

R-40

General note:

1) Surface mount Raised Pavement Markers (RPMs) unless otherwise specified.

4" Yellow Bi-Directional Type I Reflector

TWO WAY LEFT TURN POSITIONING GUIDE

REFLECTORS WITH 4" YELLOW LINES

Thru Traffic SideThru Traffic Side

Thru Traffic Side

Thru Traffic Side

Lane line dimensions are shown on the striping plans

Direction Of Travel, Increasing Stationing or Thru Traffic Side

Increasing Stationing

4" White Mono-Directional Type I Reflector

Thru Traffic Side

Thru Traffic Side

4" Yellow Bi-Directional Type I Reflector

W-2 2R-20L

4" White Mono-Directional Type I Reflector

D R-40

NARROW DOUBLE YELLOW POSITIONING GUIDE

REFLECTORS WITH TWO 4" YELLOW LINES

ND

R-20

ND

R-40

WIDE DOTTED LANE LINE SUPPLEMENTATION

REFLECTORS WITH 8" WHITE DOTTED LANE LINE

4" White Mono-Directional Type I Reflector

DLL-2

2R-24

CHANNELIZING LINE SUPPLEMENTATION

REFLECTORS WITH 8" WHITE LINE

W-2 R-20L

4" White Mono-Directional Type I Reflector

YELLOW LINE POSITIONING GUIDE

REFLECTORS WITH 4" YELLOW LINE

Y R-40

NO-PASS RIGHT POSITIONING GUIDE

REFLECTORS WITH 4" YELLOW LINES

NPR

R-40

NPL

R-40

4" Yellow Bi-Directional Type I Reflector

DOUBLE NO-PASS POSITIONING GUIDE

REFLECTORS WITH TWO 4" YELLOW LINES

NARROW DOUBLE YELLOW POSITIONING GUIDE

REFLECTORS WITH TWO 4" YELLOW LINES

DOUBLE NO-PASS POSITIONING GUIDE

REFLECTORS WITH TWO 4" YELLOW LINES

D R-20

4" Yellow Bi-Directional

Type I Reflector

0"-1" space between pair of markers

W-2 R-20R

0"-1" space between pair of markers

0"-1" space between pair of markers

0"-1" space between pair of markers

4" Yellow Bi-Directional Type I Reflector

4" Yellow Bi-Directional Type I Reflector

4" Yellow Bi-Directional Type I Reflector 4" Yellow

Bi-Directional Type I Reflector

4" White Mono-Directional Type I Reflector

WHITE BROKEN LINE SUPPLEMENTATION

REFLECTORS WITH 4" WHITE BROKEN LINE

WB

R-80

30'

CHANNELIZING LANE LINE POSITIONING GUIDE

REFLECTORS WITH 8" WHITE LINE

4" White Mono-Directional Type I Reflector

W-2 2R-20

Thru Traffic

Thru Traffic

Thru Traffic Side

YELLOW LINE POSITIONING GUIDE

REFLECTORS WITH 4" YELLOW LINE

Y R-20

MEDIAN SIDE

(typ. raised median)

4" Yellow Bi-Directional Type I Reflector

MEDIAN SIDE

4.5' min.

CHANNELIZING LINE POSITIONING GUIDE

REFLECTORS WITH 8" WHITE LINE

01-2022 Removed "LANE" from W-2/R-20R title 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

PAVEMENT MARKING

T M

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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

TM515

PAVEMENT MARKERS

T M

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01-JUL-2015N/A

J U

L

Reflected light

Note: = o/

1o/

2o/

2o

R-40

YB

W

D

R-40

WB

L E G E N D

PAVEMENT MARKER INSTALLATION ON HORIZONTAL CURVES

surface aimed to direct the reflected light back three markers.

On one way sections the marker shall be installed with the reflective

NOTE:

OR

4'

R-20

ND

R-40

NPL

R-40

NPL

R-20

ND

LL

LL

LL

LL

D

D Y

100' (Typ.)

MEDIAN BULLNOSE DETAIL

R-20

ND

striping plans.

Lane line dimensions are shown on the

LL

LL

LL

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

MEDIAN WIDTH TRANSITION

W

W from inside of ND/R-20 One RPM spaced 4" from inside of ND/R-20 One RPM spaced 4" inner yellow stripes One RPM centered between

RAISED PAVEMENT MARKERS

(b) PAVEMENT MARKER INSTALLATION FOR BI-DIRECTIONAL

W

RAISED PAVEMENT MARKERS

(a) PAVEMENT MARKER INSTALLATION FOR MONO-DIRECTIONAL

(Refer to TM539 for additional details)

Direction of Travel left to right Increasing stationing from both the left and right in this symbol) Bi-Directional Yellow (marker reflects yellow to

(marker reflects white to left in this symbol) Mono-Directional White

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

TM520

SURFACE INSTALLED PROFILED

METHOD 'A' & METHOD 'D'

DURABLE PAVEMENT MARKINGS

T M

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07-05-2013N/A

8'

4" or 8" as specified

3' stripe

12'

Plan

Bumps (1 req'd. per dotted line)

10" min. (both ends)

Bumps

2' stripe

PlanPlan

4" or 8" as specified

Profile

Bumps (5 req'd. per dotted lane line)

1" min. (both ends)

1" min. (both ends)

See Detail "A"

27"

Bumps (2 req'd. per dotted lane line)

10' stripe

4"

See Detail "A"

DETAIL "A"

Top of pvmt.

120 mils

DOTTED LINE

SOLID LINEBROKEN LINE

DOTTED LANE LINE

4" (Thermoplastic) 2" To 3" (Methyl Methacrylate)

Top of pvmt.Top of pvmt.

4" (Thermoplastic) 2" To 3" (Methyl Methacrylate)

Top of pvmt.

4" (Thermoplastic) 2" To 3" (Methyl Methacrylate)

Top of pvmt.

4" (Thermoplastic) 2" To 3" (Methyl Methacrylate)

See Detail "A" Profile

4" or 8" as specified

Plan

See Detail "A"

" (500 mils)2 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

TM521

NON-PROFILED

SURFACE & GROOVE INSTALLED

PAVEMENT MARKINGS

DURABLE & HIGH PERFORMANCE

T M

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Changed groove width for 4 in. markings07-2021

20-JAN-2023N/A

J A

N

Top of pavement

Marking Width

Thickness Material

SURFACE INSTALLED MARKINGS

Marking Length

A

Width

Marking

Thickness Material

Depth

Groove

Marking Length Taper 3 ± 1 in.

Taper 3 ± 1 in.

General Notes:

Durable Method 'A' & Method 'D'

2) See Standard Specification 00850.46 for marking installation tolerances.

1) See Standard Drawing TM500 and/or project plans for marking length and width dimensions.

B

GROOVE INSTALLED MARKINGS

B

GROOVE INSTALLED GROOVE AND MATERIAL DIMENSIONS

SECTION B - B

Var. 25 mils

Var.

Pavement Marking Material Type Thickness Material

Groove Depth

High Performance

Recess Depth

Marking Material

Pavement Marking Material Type

SECTION A - A

to top of material from top of pvmt.

Recess depth Top of pavement

Durable Method 'A' & Method 'B' & Method 'D'

25 mils High Performance

Thickness

120 mils 220 ± 20 mils 45 ± 5 mils

60 ± 10 mils

SURFACE INSTALLED MATERIAL THICKNESS

Marking width + 1 ± 0.125 In.

01-2023 Changed groove width back to previous width for 4 in. markings 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

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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

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

T M

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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

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 n

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

J U

L

LC

CL

CL

CL

sheeting on rail encapsulated lens

White and orange

Extg. ground

" 6 m in 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

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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

.d g n

01-JUL-2020N/A

J U

L

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

TM844

ACCESSIBLE ROUTES

TEMPORARY PEDESTRIAN

T M

.d g n

14-JUL-2023N/A

J U

L

GENERAL NOTES FOR ALL DETAILS:

DETOUR

(Mount on PCD)

30x24

M4-9b

INSET "A"

sidewalk

Existing

(Mount on PCD)

30x24

M4-9b

DETOUR

"W" sidewalk.

side of existing

PCD along each

Place 4' (min.) of non-traversable surfaces.

to cross planter strips or other

Use temporary ADA compliant surfaces passing spaces every 200 ft.

provide 48" min. width with 60" x 60" maintained through the entire route, "W" = 60", or, where 60" width cannot be details.

See inset "A" for Temp. Sidewalk Ramp posted speed of 40 mph or less.

For roadways with a pre-construction ramp, as needed.

Place or construct temp. sidewalk

NOTES:

NOTES:

pipe

Drain

Ramp sidewalk.

side of existing

PCD along each

Place 4' (min.) of

"W"

T e m p

S id e w a lk

(Mount on PCD)

30x24

M4-9b

(Mount on PCD)

30x24

M4-9b

DETOUR

DETOUR

DETOUR DETOUR

DETOUR

(Mount on B(II)R)

30x24

M4-9b

(Mount on B(II)R)

30x24

M4-9b

(Mount on B(II)R)

24x18

R9-11

SIDEWALK CLOSED

AHEAD

CROSS HERE

See INSET "B"

PCD 48", min.

48", min.

PCD

CLOSED

SIDEWALK

(Mount on B(II)R)

30x24

M4-9b

(Mount on B(II)R)

30x24

M4-9b

DETOUR

(Mount on B(II)R)

24x18

R9-11

CROSS HERE

AHEAD

SIDEWALK CLOSED

SIDEWALK CLOSURE, MIDBLOCK

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

Minimize pedestrian out-of-direction travel.

maintain one open sidewalk at all times.

access route at all times. For roadways with no available detours, Stage work, as necessary, to provide a temporary pedestrian necessary to control vehicular traffic.

Only TCD for pedestrians are shown. Other devices may be

60" x 60" passing spaces every 200 feet along the route.

pedestrian route. If not possible, provide 48" min. width with

Provide non-slip, 60 inch minimum wide surface through entire adequate slope transitions and surfacing.

features consistent with existing pedestrian facilities by providing facilities provide ADA compliant facilities. Include accessibility

When closing or relocating crosswalks or other pedestrian

UNDER CONSTRUCTION

UNDER PEDESTRIAN TRAFFIC

(Mount on B(II)R)

30x24

M4-9b

(Mount on B(II)R)

30x24

M4-9b

(Mount on B(II)R)

30x24

M4-9b

(Mount on B(II)R)

30x24

M4-9b

(Mount on…