DIGITALLY SIGNED 2025.07.30

17:03:03-07'00'

2025.10.06 15:55:19-07'00'

15:56:23-07'00'

15:57:07-07'00'

TM800

PCMS DETAILS

TABLES, ABRUPT EDGE AND

T M

.d g n

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. ChannelizingSign 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 1mi.4

1mi.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=WidthS45: 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: December 1, 2025 - May 31, 2026

Professional Engineer.

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

Standard Drawing, while

The selection and use of this

TM820

TEMPORARY BARRICADES

T M

.d g n

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: December 1, 2025 - May 31, 2026

Professional Engineer.

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

TM821

TEMPORARY SIGN SUPPORTS

T M

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14-JUL-2023N/A

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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" lag8 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. bolt8

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 length4

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. PSST4

" - 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: December 1, 2025 - May 31, 2026

Professional Engineer.

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

TM840

CLOSURE DETAILS

T M

.d g n

REVISIONMM-YYYY

11-JUL-2025N/A

J U

L

ORTHN

TO

THRU TRAFFIC

ROAD CLOSED

OR OR

(Mount on TSS) (Mount on TSS)

60x30

R11-4

CLOSED

ROAD

DETOUR

ESTW

DETOUR

ESTW

ESTW

DETOUR

ESTW

W

48x18 M4-10

W

48x18 R6-1

48x18 M4-10

48x30 R11-2

(Mount on TSS)

W

ROAD CLOSED

XX MILES AHEAD

LOCAL TRAFFIC ONLY

DETOUR

200'

1000'

A B

TYPICAL ROAD CLOSURE WITH DETOUR

TYPICAL TRAILBLAZER ASSEMBLY

DETOUR

WEST 24x12 M3-Series

24x24 M1-4

21x15 M6 Series M5 Series or

24x24 M1-1

24x12 M3-Series

24x12 M4-8

20 22

1000 FT

CLOSED

ROAD

60x30 R11-3a

DETOUR

24x12 M4-8

24x12 M3-Series

24x24 M1-5

21x15 M6 Series M5 Series or

24x12 M4-8

21x15 M6 Series M5 Series or

DETOUR

ESTW

DETOUR

8' B(lll)L

W

60x30

R11-4

ROAD CLOSED

TO

THRU TRAFFIC

CLOSED

ROAD

CLOSED

ROAD

48x30

R11-2

2 - 8' B(lll)C

(Mount on TSS)

(Mount on TSS) 48x30 R11-2

(Mount on TSS)

DETOUR

48x18 M4-10

DETOUR

WAYONE

8' B (lll)L

2 - 8' B(lll)C

48x18 M4-10

DETOUR

WAYONE

48x18 R6-1

W

36x36 R5-1

TYPICAL PARTIAL ROAD CLOSURE

or provide a project specific design; or, as shown in the traffic control plan.

A "Street Name" rider may be used to enhance Road Closure signing;

GENERAL NOTES FOR ALL DETAILS:

W

### RD

##x18 Rider by width of street name.

Rider width to be determined Project Specific Design

48 x 60 (nom.)

Project Specific Design

48 x 60 (nom.)

TM800 for max. spacing.

See TCD Spacing Table on

28" Tubular Markers

UNDER TRAFFIC

UNDER CONSTRUCTION

500 FT

CLOSED

ROAD

AHEAD

WORK

ROAD

XXX FT

CLOSED

ROAD

500 FT

CLOSED

ROAD

500 FT

CLOSED

ROAD

W

8' B(lll)L

2 - 8' B(lll)C

ROAD CLOSED

TO

THRU TRAFFIC

sign as shown.

closure, install "ROAD CLOSED TO THRU TRAFFIC"

If accesses exist between intersection and point of

NOTE:

(2 Reqd.)

(Mount on TSS)

48x30

R11-2

(Mount on TSS)

60x30

R11-4 2 - 8' B(lll)C

8' B(lll)L

W

TYPICAL ROAD CLOSURE

CLOSED

ROAD

*2 - 8' B(lll)C for every 12 feet of additional roadway width.

point exceeds 24 feet, place one additional 8' B(III)C barricade

If the roadway width (between edges of pavement) at the closure

"ROAD CLOSED XX MILES AHEAD" sign.

"ROAD CLOSED TO THRU TRAFFIC" (R11-4)sign in place of the

If closure point is less than 1500 ft. from nearest intersection, use a

NOTES:

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

TM800.

CONTROL DEVICES (TCD) SPACING TABLE" on Dwg.

To determine sign spacing A, B, & C, use the "TRAFFIC

Place additional signing as directed.

For full road closures, the C or LR barricade may be used.

barricades for the closure point.

of pavement, use a minimum of three Type III closure. For roads ≥ 36' wide between curbs or edge Use a minimum of two Type III barricades for a road cardinal direction, detour, and directional arrow auxiliary sign assembly.

When detour routes overlap, each Route Shield will include a separate

NOTE:

AHEAD

DETOUR

DETOUR

USE

XXX FT

CLOSED

HWY##

DETOUR

USE

XXX FT

CLOSED

____ RD

XXX FT

CLOSED

ROAD

07-2025 Revised a miss spelling.

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: December 1, 2025 - May 31, 2026

Professional Engineer.

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

TM842

SIGNALIZED INTERSECTION DETAILS

T M

.d g n

19-JAN-2024N/A

J A

N

AHEAD

WORK

ROAD

W

A

A

(Mount on Single Post TSS)

24x24

R3-2 B u f f e r

B

T a p e r

L

A

A

B

C

C W

C W

W

1AHEAD

WORK

ROAD

AHEAD

CLOSED

TURN LANE

LEFT

CLOSED

TURN LANE

LEFT

W

W

W

GENERAL NOTES FOR ALL DETAILS:

A A

B

2" L

T a p e r

B u f f e r

B

3" L

2 - 8' B(III)R

T a p e r

L

2" L

T a p e r

A

B

C

A

(Mount on Single Post TSS)

24x24

R3-2

(Mount on TSS)

24x24 R3-2

C W

C W

W

1AHEAD

WORK

ROAD

AHEAD

CLOSED

TURN LANE

LEFT

CLOSED

TURN LANE

LEFT

AHEAD

WORK

ROAD

(Mount on Single Post TSS)

24x24

R3-2

A

A

B

3" L

T a p e r

L

8' B(III)R

T a p e r

L

2" L

T a p e r

A

B

C

A

W

C W

C W

W

W

W

1AHEAD

WORK

ROAD

(Mount on Single Post TSS)

30x30

R3-8

ONLYONLY

(Mount on TSS)

(Mount on Single Post TSS)

24x24

R3-2

24x24

R3-2

CLOSED

TURN LANE

LEFT

AHEAD

CLOSED

TURN LANE

LEFT

AHEAD

WORK

ROAD

Signal

TM800 for max. spacing

See TCD Spacing Table on

28" Tubular Markers

TM800 for max. spacing

See TCD Spacing Table on

Temp. Plastic Drums

UNDER TRAFFIC

UNDER CONSTRUCTION

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

Signal timing adjustments determined by Engineer.

Install a "BICYCLES ON ROADWAY" (CW11-1) sign in advance of the closure when a bike lane is closed, or when the shoulder is closed and bikes are expected.

Tubular markers may be used in lane closure tapers where the posted speed is 40 mph or less.

Place channelizing devices around intersection radii, business accesses, and driveways at 10' spacing.

To determine sign spacing A, B, and C, use "TRAFFIC CONTROL DEVICES (TCD) SPACING TABLE" on Dwg. TM800.

When a through road intersects within the work zone, place a "ROAD WORK AHEAD" (W20-1) sign in advance of the intersection at sign spacing A.

Taper length of "L"/2 for center turn lane closure may be used in areas with a high number of accesses within the work zone.

Taper length of "L" for through lane shifting tapers may be used for higher speed roads.

To determine Taper Length ("L") and Buffer Length ("B") shown on this sheet, use the "MINIMUM LENGTHS TABLE" on Dwg. TM800.

Additional Traffic Control Measures (TCM) may be required for all legs of the intersection.

48x24

CG20-2A

ROAD WORK

END

48x24

CG20-2A

ROAD WORK

END

48x24

CG20-2A

ROAD WORK

END

48x24

CG20-2A

ROAD WORK

END

48x24

CG20-2A

ROAD WORK

END

48x24

CG20-2A

ROAD WORK

END

LEFT TURN MEDIAN CLOSURE

2-Lane, 2-Way Roadway With Left Turn Median

RIGHT LANE CLOSURE, NEAR SIDE

2-Lane, 2-Way Roadway With Left Turn Median

RIGHT LANE CLOSURE, FAR SIDE

2-Lane, 2-Way Roadway With Left Turn Median 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: December 1, 2025 - May 31, 2026

Professional Engineer.

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

TM844

ACCESSIBLE ROUTES

TEMPORARY PEDESTRIAN

T M

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14-JUL-2023N/A

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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 B(II)L)

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

See INSET "C" and detour length.

to minimize pedestrian distruption

Limit work to one corner at a time

NOTE:

PCD

48", min.

, m in

P C

D

SIDEWALK CLOSURE, CORNER

(Mount on B(II)R)

24x18

R9-11

(Mount on B(II)R)

24x18

R9-11

DETOUR DETOUR

DETOUR

DETOUR

SIDEWALK CLOSED

AHEAD

CROSS HERE

CLOSED

SIDEWALK

DETOUR

DETOUR

SIDEWALK CLOSED

AHEAD

CROSS HERE

DETOUR

DETOUR

(Mount on PCD)

24x24

OR22-7

DEVICE (PCD)

PEDESTRIAN CHANNELIZING

SIDEWALK DIVERSION

Within Roadway

SIDEWALK DIVERSION

Additional Right of Way

(Closure Detail)

INSET "B"

(Closure Detail)

INSET "C"

(Temp. Sidewalk Ramp)

INSET "A"

(2 Reqd.)

(Mount on PCD)

24x12

R9-9

(2 Reqd.)

(Mount on PCD)

24x12

R9-9 cross slope of 2.0%.

8.3% and max. finished finished surf. slope of requirements incl. max.

Ramp must meet ADA

Ramp size will vary.

REVISION DESCRIPTIONDATE

CROSSWALK

CLOSED

(Mount on PCD)

24x24

OR22-7

CROSSWALK

CLOSED

01-2022 Revised notes for temporary sidewalk ramp.

07-2023 OR22-8 signs were replaced with OR22-7 signs.

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: December 1, 2025 - May 31, 2026

Professional Engineer.

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