Exhibit 6 - Plans~13.pdf

59V-031

CLACKAMAS & WASHINGTON COUNTY

PACIFIC HIGHWAY

JOINT REHABILITATION PROJECT

NB BOONE BRIDGE (I-5 OVER WILLAMETTE RIVER AT MP 283.11)

INDEX OF SHEETS

SHEET NO. DESCRIPTION

Title SheetA01

A02 Index Of Sheets Cont. & Std. Dwg. Nos.

DECEMBER 2026

CLACKAMAS AND WASHINGTON COUNTY

PACIFIC HIGHWAY

AT MP 283.11) JOINT REHABILITATION PROJECT

I-5 OVER WILLAMETTE RIVERNB BOONE BRIDGE (

STRUCTURES AND PAVING

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

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

Unity Dayville

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

Goshen Florence

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 - 0.20 Miles

(503) 232-1987).

The Oregon Utility Notification Center Is

The Center (Note: The Telephone Number For

You May Obtain Copies Of The Rules By Calling

Through OAR 952-001-0100.

Those Rules Are Set Forth In OAR 952-001-0001

By The Oregon Utility Notification Center.

Oregon Law Requires You To Follow Rules Adopted

ATTENTION:

LET'S ALL

WORK TOGETHER

TO MAKE THIS

JOB SAFE

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C H

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-0

T. 3 S., R. 1 W., W.M.

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ATROPS

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PROJECT LOCATION

M.P. 283.11

R_M23061_ts_01.dgn :: A01 10/6/2026 4:25:17 PM hwye11i

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09:33:43 -08'00'

Date: 2026.09.28 14:15:29-07'00'

14:16:25-07'00'

14:17:10-07'00'

14:18:00-07'00'

14:18:37-07'00'

14:19:32-07'00'

14:20:11-07'00'

2026.09.23 10:07:30 -07'00'

TM500A

STANDARD DETAIL BLOCKS

PAVEMENT MARKING

T M

A

.d g n

UPDATED CAD STANDARDS, REARRANGED PAVEMENT MARKING STANDARD07-2026

10-JUL-2026N/A

J U

L

DETAIL BLOCKS, RENUMBERED TM500 THRU TM504 TO TM500A THRU TM504

L E G E N D

LL

plans

Lane line dimensions are shown on the striping through traffic side

Direction of travel, increasing stationing or

LL

W W-2 WD-2 DLL

DLL-2 Y YB YD

NPR NPL

4" WHITE LINE 8" WHITE LINE

NO-PASS RIGHT 4" YELLOW LINES

4" YELLOW BROKEN LINE4" YELLOW LINE

NO-PASS LEFT 4" YELLOW LINES

8" WHITE DOTTED LINE

FOR LANE EXTENSIONS AND BIKE LANE EXTENSIONS

4" WHITE DOTTED LANE LINE

FOR LANE LINES IN ACCELERATION/DECELERATION LANES

8" WHITE DOTTED LANE LINE

FOR LANE LINES IN DROP LANES

4" YELLOW DOTTED LINE

FOR LANE EXTENSIONS

LL LL

8' 8' 8'

6'2'

LL

12'

9'3'

12'

12'

9'3'

12'

LL LL LL

10' 30'

40' 40'

LL

8' 8' 8'

6'2'

10' 30'

40' 40' s p a c e

Increasing stationing

10' 30'

40' 40' s p a c e

Increasing stationing

LL

LL

TWL

10' 30'

40' 40' s p a c e

Thru traffic side

LL

D

LL

s p a c e

ND

s p a c e

LL

Thru traffic side

For traversable median

LL For centerline

TWO-WAY LEFT TURN 4" YELLOW LINES DOUBLE NO-PASS TWO 4" YELLOW LINES

NARROW DOUBLE NO-PASS TWO 4" YELLOW LINES

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, 2026 - May 31, 2027

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

TM502A

STANDARD DETAIL BLOCKS

PAVEMENT MARKING

T M

A

.d g n

07-2026

10-JUL-2026N/A

J U

L

UPDATED CAD STANDARDS, REARRANGED PAVEMENT MARKING STANDARD

DETAIL BLOCKS, RENUMBERED TM500 THRU TM504 TO TM500A THRU TM504

REFLECTORS WITH 4" WHITE BROKEN LINE

WHITE BROKEN LINE SUPPLEMENTATION

REFLECTORS WITH 4" YELLOW BROKEN LINE

YELLOW BROKEN LINE SUPPLEMENTATION

REFLECTORS WITH 4" YELLOW BROKEN LINE

YELLOW BROKEN LINE SUPPLEMENTATION

TRANSVERSE MEDIAN BAR SUBSTITUTION BUTTON

REFLECTORS WITH 4" WHITE BROKEN LINE

WHITE BROKEN LINE SUPPLEMENTATION

REFLECTORS WITH 4" WHITE DOTTED LANE LINE

WHITE DOTTED LANE LINE SUPPLEMENTATION

REFLECTORS WITH 8" WHITE DOTED LANE LINE

WIDE DOTTED LANE SUPPLEMENTATION

REFLECTORS WITH 8" WHITE DOTTED LANE LINE

WIDE DOTTED LANE LINE SUPPLEMENTATION

REFLECTORS WITH 8" WHITE LINE

CHANNELIZING LINE POSITIONING GUIDE

REFLECTORS WITH 8" WHITE LINE

CHANNELIZING LANE LINE POSITIONING GUIDE

REFLECTORS WITH 8" WHITE LINE

CHANNELIZING LINE SUPPLEMENTATION

REFLECTORS WITH TWO 4" YELLOW LINES

NARROW DOUBLE YELLOW POSITIONING GUIDE

TM

B

YB

R-40

YB

R-80

WB

R-40

WB

R-80

DLL

R-12

W-2 R-20L

ND

R-40

DLL-2

2R-12

DLL-2

2R-24

W-2 R-20R

W-2 2R-20L

W-2 2R-20R

REFLECTORS WITH 8" WHITE LINE

CHANNELIZING LINE SUPPLEMENTATION

for field layout

Angle orientation

4'

LL

LL

m in

20' 20'

Narrow double yellow line

Type II button

4" yellow

°2' m a x

LL

Type I reflector bi-deirectional

4" yellow

10'

15' 15'

40' 40'

LL

80' 80'

40'

10' 15' 15'

Type I reflector bi-directional

4" yellow

LL

10'

15' 15'

40' 40'

Direction of traffic

LL

80'

30'

10'

15' 15'

Direction of traffic

Type I reflector mono-directional

4" white

Type I reflector mono-directional

4" white

LL

Direction of traffic

Type I reflector

4" white mono-directional

12' 12'

3' 9'

12' 12'4'-6"

LL

Direction of traffic

12' 12'4'-6"

12' 12'

3' 9'

Type I reflector mono-directional

4" white o f m a r k e r s b e tw e e n p a ir s p a c e

LL

Direction of traffic

24'4'-6"

12' 12'

3' 9'

Type I reflector

4" white mono-directional o f m a r k e r s b e tw e e n p a ir s p a c e

Thru traffic side

LL

Type I reflector mono-directional

4" white 20' 20' s p a c e

LL

REFLECTORS WITH 8" WHITE LINE

CHANNELIZING LINE POSITIONING GUIDE

Thru traffic side

20' 20' s p a c e

Type I reflector mono-directional

4" white

W-2 2R-20

20' 20' Type I reflector mono-directional

4" white

LL s p a c e

Thru traffic

Thru traffic

Thru traffic side

LL

Type I reflector mono-directional

4" white 20' 20' s p a c e o f m a r k e r s b e tw e e n p a ir s p a c e

LL

Thru traffic side

20' 20' Type I reflector mono-directional

4" white s p a c e o f m a r k e r s b e tw e e n p a ir s p a c e

Thru traffic side

Type I reflector bi-directional

4" yellow

40' s p a c e s p a c e

LL

40' both left and right in this symbol

Bi-directional yellow marker reflects yellow reflects white to the left in this symbol

Mono-directional crystal white marker striping plans

Lane line dimensions are shown on the through traffic side

Direction of travel, increasing stationing or

SHEET:

GENERAL NOTES FOR ALL DETAILS THIS

(RPMs) unless otherwise specified.

Surface mount Raised Pavement Markers1.

L E G E N D

LL

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, 2026 - May 31, 2027

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

.d g n

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

40'

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: December 1, 2026 - May 31, 2027

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 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, 2026 - May 31, 2027

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

= Lane line dimensions are shown on the Striping plans.

TM560

GENERAL

ALIGNMENT LAYOUT:

T M

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MODIFIED CONTROL POINTS, ADDED NEW LAYOUT REQUIREMENTS AND DETAILS07-2025

11-JUL-2025N/A

J U

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ACCOMPANIED BY DWGS.:

TM504

TM500, TM501, TM502, TM503,

GENERAL NOTES:

three dots if the line is broken.

of permanent pavement markings. These lines will be followed by

Typical layout transition details are marked by lines denoting location4.

different pavement marking and at the end of pavement markings.

pavement markings, where pavement markings transition to a

Use pavement marking transition detail marks at the start of3.

surfaces.

white paint on asphalt surfaces and black paint on concrete pavement

Use aerosol paint to mark layout transition details and control point;2.

Use control points to make continuous narrow guideline as specified.1.

LEGEND

LL

BROKEN LINE LAYOUT TRANSITION DETAIL

NO PASS LEFT LAYOUT TRANSITION DETAIL

TWO WAY LEFT LAYOUT TRANSITION DETAIL

LAYOUT TRANSITION DETAIL

DOUBLE LINES 4" TO 12" WIDTH

SOLID LINE LAYOUT TRANSITION DETAIL

ND D

WB YB WD YD DLL DLL-2 WD-2

W Y W-2

NPL NPR

TWL

INCREASED STATIONING

THRU TRAFFIC SIDE

THRU TRAFFIC SIDE

TANGENT SECTIONS

CONTROL POINT LAYOUT

CURVE SECTIONS

CONTROL POINT LAYOUT

CONTROL POINT

LL

Control points, typ.

40' maximum 40' maximum 40' maximum

Control points, typ.

mumixam'52 mumixam'52 mumixam'52

12" to 24"

LL

LL

See General Note 2

LL

LL

LL

LL

LL

INCREASED STATIONING

THRU TRAFFIC SIDE

NDW

NO PASS RIGHT LAYOUT TRANSITION DETAIL

LL

EXAMPLE LAYOUT TRANSITION DETAIL

Control point details above

See control point spacing

LL

LL for transversable medianND

LL for centerlineND typ.

6"-12"

See General Note 2

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. 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, 2026 - May 31, 2027

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: December 1, 2026 - May 31, 2027

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" 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, 2026 - May 31, 2027

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"x2

1"x 22 1L 2

"2

"16 5"x2

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: December 1, 2026 - May 31, 2027

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, 2026 - May 31, 2027

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

TM855

2-LANE, 2-WAY ROADWAYS

T M

.d g n

REVISIONMM-YYYY

11-JUL-2025N/A

J U

L

Taper

50'-100'F la g g e r

B u ff e r

B

ABC

ONE LANE CLOSURE, INTERSECTION

2-Lane, 2-Way Roadway

ROAD WORK

END

48x24

CG20-2A

C W

W

W

TO STOP

PREPARED

BE

AHEAD

WORK

ROAD

CB

A

A

ROAD WORK

END

48x24

CG20-2A

A

C

W

W

TO STOP

PREPARED

BE

AHEAD

WORK

ROAD

F la g g e r

(Relocated sign) location)

(initial sign

C

W

W

C W

W

W

W

W

C W

C W

W

W

"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 delineation.

Use a minimum of 3 tubular markers in shoulder taper on 10' spacing for flagger station

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'

TaperABCABC

F la g g e r

F la g g e r

A d v a n c e

AHEAD

WORK

ROAD

STOP

PREPARED

BE

TO AHEAD

WORK

ROAD

STOP

PREPARED

BE

TO

AHEAD

WORK

ROAD

STOP

PREPARED

BE

TO

F la g g e r

100'±

50'-100'

Taper

"B"

Buffer

ABC

A

Activity Area100'±

Construction

Under

Traffic

2-Way

1-Lane

TPAR

"B"

Buffer

50'-100'

Taper 2

A

AHEAD

WORK

ROAD

STOP

PREPARED

BE

TO

F la g g e r

100'± A B C

Temporary Pedestrian Accessible Route (TPAR)

SECTION A-A

48x24

CG20-2A

ROAD WORK

END

48x24

CG20-2A

ROAD WORK

END

ONE LANE CLOSURE

2-Lane, 2-Way Roadway

NOTE:

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

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

4' wide, provide a minimum of 4' of width for the TPAR.

other TCM, or as directed. When the existing shoulder is greater than or equal to

Coordinate and control pedestrians movements through the TPAR using Flaggers, located approx. 50' before each Flagger Station.

Include "WAIT FOR FLAGGER" (CR4-23) signs mounted on Type II Barricade the Activity Area, as shown or as directed.

the Tubular Marker spacing along centerline may be increased to 200' within

When using pilot cars with flaggers to control traffic during paving operations, To be accompanied by Dwg. Nos. TM820 & TM821.

FLAGGER STATION LIGHTING DELINEATION detail on Dwg No. TM800.

At night, flagger stations shall be illuminated according to the when a bike lane is closed, or when the shoulder is closed and bikes are expected.

Install a "BICYCLES ON ROADWAY" (CW11-1) sign in advance of the closure

"TRAFFIC CONTROL DEVICES (TCD) SPACING TABLE" on Dwg. No. TM800.

To determine sign spacing A, B, and C, use

"MINIMUM LENGTHS TABLE" shown on Dwg. No. TM800.

To determine Taper Length ("L") and Buffer Length ("B"), use the

Install temporary striping as required.

Cover existing passing zone signing, as directed.

"BE PREPARED TO STOP" (W3-4) sign.

The "FLAGGER" (CW23-2) symbol sign shall be used only in conjunction with the

Device (AFAD) cannot be utilized.

This drawing is only intended to be used where an Automated Flagger Assistance intersection radii.

10'max. spacing arround

28" Tubular Markers on

A

A

07-2025 Clarified location of "WAIT FOR FLAGGER" sign.

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, 2026 - May 31, 2027

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

TM861

FREEWAY SECTIONS

T M

.d g n

01-JUL-2020N/A

J U

L

"L"

2'

W 8-

NOTES:

EDGE

ABRUPT

(All stages)

36x24

R2-6aP

B A 2 A

30'±30'±

300'±

30'±

300'±

Median

A

A

A

AC B A

See INSET "A"

Median mi.±2

30'±30'±30'±

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

under construction

End of area under construction

Start of area traffic adjacent to

Abrupt edge

Use "LEFT SHOULDER CLOSED" sign.

For left shoulder work, place TCD to close the left shoulder.

NOTE:

Sequential Arrow

(Mount on TSS)

(As needed)

(Mount on TSS)

(Mount on TSS)

C W

C W

W a

W a

W

(Roll-up sign)

CW21-9

32x11

32x11

32x11

(All stages)

36x24

R2-6aP

(All stages)

36x24

R2-6aP

W

W

W

W

W

W

W

W

Traffic

Under

Construction

Under

1000'

Taper

"B"

Buffer

"B"

Buffer

"B"

Buffer

"B"

Buffer

"B"

Buffer

AHEAD

WORK

ROAD

DOUBLE

FINES

CLOSED

SHOULDER

RIGHT

CLOSED

SHOULDER

RIGHT

"L"

RIGHT

LEFT

CENTER

AHEAD

WORK

ROAD

DOUBLE

FINES

½MILE

CLOSED

RIGHT LANE

½MILE

CLOSED

RIGHT LANE

AHEAD

WORK

ROAD

DOUBLE

FINES

(As needed)

54x18

CW21-8B

EDGE

ABRUPT

CENTER

CW21-8B

EDGE

ABRUPT

CENTER

BUMP

(As needed)

BUMP

(As needed) W

W

GENERAL NOTES FOR ALL DETAILS:

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

signed by the State Traffic Engineer.

* Regulatory speed reductions on State Highways require a Speed Zone Order

*Temp. Regulatory Speed Zone Reductions.

work zone, including; PMCS, Radar Speed Trailers, Advisory Speed signing, Additional traffic control devices may be used, as directed, to enhance the area. Locate TMA as per manufacturer's instructions, or as directed.

Truck Mounted Attenuator (TMA) should be used to protect the active work

AHEAD" (W20-5) signs and the appropriate "LEFT LANE ENDS" (W4-2) signs.

For work in the left lane, place TCD to close the left lane. Use "LEFT LANE CLOSED

UNDER CONSTRUCTION

UNDER TRAFFIC

Median

C

30'±

(All stages)

36x24

R2-6aP

W

DOUBLE

FINES

AHEAD

WORK

ROAD

W bAHEAD

CLOSED

SHOULDER

RIGHT

W bAHEAD

CLOSED

SHOULDER

RIGHT

unless otherwise directed.

For Freeway preservation work use Dwg. No. TM880, Remove rumble strip according to the plans and Dwg. No. TM830.

Do not stage traffic across longitudinal shoulder rumble strips.

plaques to the sign face using hook and loop fasteners.

If roll-up signs are used, attach the correct (CW21-9) where applicable.

"BUMP" (W8-1) signs to be installed on both sides of highway throughout area under construction where applicable.

mile intervals2 1to be installed on both sides of highway at

Additional ''ABRUPT EDGE''(CW21-(7,9)) signs with appropriate riders of 1 inch or greater.

Use "ABRUPT EDGE" (CW21-(7,9)) signing for longitudinal abrupt edges

CONTROL DEVICES (TCD) SPACING TABLE" on Dwg. No. TM800.

To determine sign spacing A, B, and C, use "TRAFFIC on Dwg. No. TM800 to determine Taper Length "L" and Buffer Length "B".

Unless otherwise shown, use the "MINIMUM LENGTHS TABLE"

TM822 for Concrete Barrier Sign Support details.

with a maximum 12 sq. ft. of total sign area. See Dwg. No.

Use Concrete Barrier Sign Supports for mounting signs with the work areas, shall move with the work areas.

Signing and other TCD shown to be installed in conjunction

Flaggers are not permitted to stop or hold freeway traffic.

48x24

CG20-2A

ROAD WORK

END

48x24

CG20-2A

ROAD WORK

END

SHOULDER CLOSURE

Divided Highway or Freeway

ONE LANE CLOSURE

Divided Highway or Freeway

(Signing Detail)

INSET "A"

SECTION A-A

on 40' max. spacing.

Temp. Plastic Drums 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, 2026 - May 31, 2027

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

TM862

FREEWAY SECTIONS

T M

.d g n

01-JUL-2020N/A

J U

L

300'| under construction Start of area

4-unless otherwise directed.

For Freeway preservation work use Std. Dwg. TM880, Remove rumble according to the plans and Std. Dwg. TM830.

Do not stage traffic across longitudinal shoulder rumble strips.

plaques to the sign face using hook and loop fasteners.

If roll-up signs are used, attach the correct (CW21-9) where applicable.

"BUMP" (W8-1) signs to be installed on both sides of highway intervals throughout area under construciton where applicable.

mile2 1riders to be installed on both sides of highway at

Additional ''ABRUPT EDGE'' (CW21-(7,9)) signs with appropriate abrupt edges of 1 inch or greater.

Use "ABRUPT EDGE" (CW21-(7,9)) signing for longitudinal

NOTES:

GENERAL NOTES FOR ALL DETAILS:

UNDER TRAFFIC

UNDER CONSTRUCTION

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

signed by the State Traffic Engineer.

*Regulatory speed reductions on State Highways require a Speed Zone Order

*Temp. Regulatory Speed Zone Reductions.

work zone, including; PCMS, Radar Speed Trailers, Advisory Speed signing, Additional traffic control devices may be used, as directed, to enhance the area. Locate TMA as per manufacturer's instructions, or as directed.

Truck mounted attenuator (TMA) should be used to protect the active work

ENDS" (W4-2) signs.

LANES CLOSED AHEAD" (W20-5a)signs and the appropriate "LEFT LANE

For work in the left lane, place TCD to close the left lane. Use "LEFT TWO

(Roll-up sign)

CW21-9

EDGE

ABRUPT 32x11

32x11

32x11

W

W a

W

W a

W

W

(As needed)

(Mount on TSS) W

(Mount on TSS)

W

(As needed)

(Mount on TSS) W 1 W

C W (7 ,9

W

C W (7 ,9

C B A

8' B(III)R

"L"

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

A 500'

1000'

Taper

1000'

Tangent

1000'

Tangent

1000'

Taper

"B"

Buffer Taper

See INSET "A" 30'± 30'±30'±

30'±

"B"

Buffer 300'±

30'± mi. ±2

LEFT

RIGHT

CENTER

AHEAD

WORK

ROAD

DOUBLE

FINES

MILE

CLOSED

TWO LANES

RIGHT

AHEAD

WORK

ROAD

DOUBLE

FINES

MILE

CLOSED

TWO LANES

RIGHT

BUMP

Arrow Sequential

Arrow Sequential

"B"

Buffer

Median

(All stages)

36x24

R2-6aP

W

(All stages)

36x24

R2-6aP

EDGE

ABRUPT

CENTER

EDGE

ABRUPT

CENTER

BUMP

(As needed) under construction End of area traffic adjacent to Abrupt edge

A

"L"

CONTROL DEVICES (TCD) SPACING TABLE on Dwg. TM800.

To determine sign spacing A, B, and C, use TRAFFIC on Dwg. No. TM800 to determine Taper Length "L" and Buffer Length "B".

Unless otherwise shown, use the "MINIMUM LENGTHS TABLE"

TM822 for Concrete Barrier Sign Support details.

with a maximum 12 sq. ft. of total sign area. See Dwg. No.

Use Concrete Barrier Sign Support for mounting signs with the work areas, shall move with the work areas.

Signing and other TCD shown to be installed in conjunction

Flaggers are not permitted to stop or hold freeway traffic.

40' max. spacing.

Temp. Plastic Drums

48x24

CG20-2A

ROAD WORK

END

TWO LANE CLOSURE

Divided Highway or Freeway

(Signing Detail)

INSET "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, 2026 - May 31, 2027

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