00017767 Exhibit 6 Plans.pdf

UMATILLA

59V-103

UMATILLA COUNTY

OLD OREGON TRAIL HIGHWAY

I-84: EMIGRANT HILL WIM SITE REPAVING PROJECT

M C

-S

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

(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

F

IR

S T

S A F E T Y

F

IR

S T

S A F E T Y

F

IR

S T

S A F E T Y

F

IR

S T

S A F E T Y

F

IR

S T

S A F E T Y

F

IR

S T

S A F E T Y

F

IR

S T

S A F E T Y

F

IR

S T

S A F E T Y

F

IR

S T

S A F E T Y

F

IR

S T

S A F E T Y

F

IR

S T

S A F E T Y

F

IR

S T

S A F E T Y

F

IR

S T

S A F E T Y

F

IR

S T

S A F E T Y

F

IR

S T

S A F E T Y

F

IR

S T

S A F E T Y

F

IR

S T

S A F E T Y

F

IR

S T

S A F E T Y

F

IR

S T

S A F E T Y

F

IR

S T

S A F E T Y

F

IR

S T

S A F E T Y

F

IR

S T

S A F E T Y

F

IR

S T

S A F E T Y

F

IR

S T

S A F E T Y

OCTOBER 2026

UMATILLA COUNTY

OLD OREGON TRAIL HIGHWAY

I-84: EMIGRANT HILL WIM SITE REPAVING PROJECT

PAVING & SIGNAL

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

30 84

"I-84" MP 227.54 WB

PROJECT LOCATION

"I-84" MP 224.02

PROSPECTIVE STAGING AREA

PENDLETON

Umatilla River

INDEX OF SHEETS

SHEET NO. DESCRIPTION

Title SheetA01

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

F

O T

N E

MTRAPED

N

O G

E R

O

N

OI

T

ATROPS

N A

R T

T. 01 N., R. 34 E., W.M.

R_M26042_ts_01.dgn :: A01 8/4/2026 12:03:21 PM hwye53h

59V-103

UMATILLA COUNTY

OLD OREGON TRAIL HIGHWAY

I-84: EMIGRANT HILL WIM SITE REPAVING PROJECT

INDEX OF SHEETS, CONT.

SHEET NO. DESCRIPTION

BA01 Typical Sections

Details BB03 incl.

BB01 thru

ROADWAY DETAILS

TRAFFIC CONTROL

EB02 incl.

EB01 thru Traffic Control Details

INTELLIGENT TRANSPORTATION SYSTEMS

KA01 Site Plan

Equipment Details KB03 incl.

KB01 thru

ADMINISTRATION

FEDERAL HIGHWAY

DIVISION

OREGON

PROJECT NUMBER

NO.

SHEET

SEE SHEET A01

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

A02http://www.oregon.gov/ODOT/Engineering/Pages/Standards.aspx

Standard Drawings located on the web at:

F

O T

N E

MTRAPED

N

O G

E R

O

N

OI

T

ATROPS

N A

R T

Standard Dwg. Nos. R/W Map No. - N/A

Precast Concrete Barrier Pin And Loop Assembly For Temporary Installation- RD503

And Maintenance Purposes Only

Median Barrier Anchoring Details For Temporary Installation And Maintenance- RD515

Purposes Only

Securing Concrete Barrier To Roadway For Temporary Installation And- RD516

Maintenance Purposes Only

Asphalt Concrete Pavement (ACP) Details- RD610

Pavement Marking Standard Detail Blocks- TM500

Durable And High Performance Pavement Markings Surface And Groove- TM521

Installed Non-Profiled

Alignment Layout: General- TM560

Flag Board Mounting Details- TM204

General Conduit Trenching- TM700

General Conduit And Wire/Cable Installation - TM701

Tables, Abrupt Edge and PCMS Details- TM800

Temporary Barricades- TM820

Temporary Sign Supports- TM821

Temporary Sign Supports- TM822

Temporary Concrete Barrier And Rumble Strip Details- TM830

Temporary Impact Attenuators- TM831

Temporary Impact Attenuators- TM833

Freeway Sections- TM861

Freeway Sections- TM862

Freeway Or Divided Highway Speed Reduction (Paving Operations)- TM880

EA01 Traffic Control Details

R_M26042_ts_01.dgn :: A02 8/4/2026 12:03:26 PM hwye53h

2026.08.06 08:50:35 -07'00'

2026.08.06 08:52:53

2026.08.06 08:54:11

2026.08.06 08:55:23

2026.08.06 08:56:13

2026.08.06 08:33:25

2026.08.06 08:33:59 -07'00'

2026.08.06 08:34:36 -07'00'

2026.08.04 14:12:05

2026.08.04 14:12:46

2026.08.04 14:13:03

2026.08.04 14:13:24

RD503

MAINTENANCE PURPOSES ONLY

TEMPORARY INSTALLATION AND

PIN AND LOOP ASSEMBLY FOR

PRECAST CONCRETE BARRIER

R D

.d g n

REVISED DETAILS AND NOTES04-2021

14-JUL-2023N/A

J U

L

12-2021 REVISED NOTES

06-2023 REVISED NOTES, DETAILS AND TITLE CHANGE

LOOP BAR DETAIL

END VIEW A-A END VIEW B-B

" DIA.4

LOOP BAR

SIDE VIEW

TOP VIEW

grout, as directed non-shrinking finish flush with

(when reqd.)

2" dia.holes

"U" loop bar and

10"rad.

slots

"x2"2

" chamfer4

" x 2" slots2

#4 bars

"cl.2

" rad.8 provide a smooth transition between the slopes of the barrier slopes. Construct the 10" radius to

Dimensions marked thus are to the intersection point

" rad.4

" chamfer4

" rad.8

"x2" slots2

#4 bars

"cl.2

10" rad

"x2" slots2

"2

" chamfer4 keyway continuous

"2

"x52 keyway continuous

"2

"x52

"2

12"

"2

24"

" "2

" rad.4

T y p

12"

24"

"8

** 2

"8

** 4

" chamfer4

3'-3"

3'-3"

"8

2" ±

45°

"2

MEDIAN BARRIER

PLAN

ELEVATION

A

A

B

B

"2

2"

Laying length 12'-7"

Edge length 12'-6"

#4 Stirrup pairs

18"

5" 10" 20" nom. 20" nom. 20" nom. 20" nom. 20" nom. 20" nom. 10"

18"

5"

"2

3'-1

" dia. loop bar4 scupper

3"x12" bars each face

4 - 11'-8" #4

2"

2" dia. holes (When reqd.)

"U" loop bar see End Views A-A and B-B

For details not shown, see End Views A-A and B-B

For details not shown, PIN AND LOOP CONNECTION

SECTION C-CPLAN

CC

in place.

partially

Pin shown

(See general note 7) as directed

Grout over connecting pin, 1" clearance

" dia. loop bar4

" chamfer4

"U" loop bar

SHOULDER BARRIER

(NARROW BASE)

"8

2** side

Traffic

" 2

"8

"2 where reqd.

paving ledge

"x4"2

"2 grade

Finish "2

"2

"4

12"

(For assembly details and dimensions, see median barrier at left) be secured to roadway cannot be obtained shall where these dimensions barrier and placed in areas

Barrier used as shoulder*

"8

4**

** "8

"2 side

Traffic 2

4 " grade

Finish

(Secured)

12" min.

12"

24"

24" (Secured)

*66" (Unsecured)

(Unsecured)

*24" min.

(STANDARD)

(When reqd.)

and 2" dia. hole

"U" loop bar

(When reqd.)

and 2" dia. hole

"U" loop bar

#4 Rebar

(MEDIAN BARRIER)

#4 Rebar

(SHOULDER BARRIER)

STIRRUP ''M''

STIRRUP ''S''

"4

4"

"4

4"

4"

18"-22"

Var.

4"

8"

8"

"U' LOOP BAR DETAIL

#4 bar

"8

STANDARD BARRIER PIN

ALTERNATE PIN DETAILPIN DETAIL

side Traffic

" min. thkn.)8 1( circular washer " dia.4

12" or 2

1"x8 UNC placement beveled to facilitate

" may be2 1Bottom placement beveled to facilitate

" may be2 1Bottom

1"

"16

1" dia. pin

1" dia. pin shown.

part of pin or shall be welded as

1. Washer shall be forged as integral

PIN NOTES:

3° 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, 2026 - November 30, 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 concrete, unless otherwise shown.

and shall be 2 inches clear of nearest face of All reinforcement shall be full length as shown11.

barrier.

surfacing for the clear area behind temporary smooth, solid surfacing. Maintain smooth, solid unsecured barrier. Place temporary barrier on secured or 5.5 feet of clear space behind of 18 inches of clear space behind the barrier if For temporary installations, provide a minimum10.

fabrication.

connectors shall be hot-dip galvanized after All pins, bolts, dowels, loop bars, and9.

installations.

barrier that is maintained for use in temporary See Std. Dwgs.RD515 and RD516 for concrete barrier anchoring details (when being anchored).

See Std. Dwg. RD502 for new installations See Std. Dwgs. RD515 and RD516 for details.

than 8 feet in width shall be secured to roadway.

8. Precast concrete barrier used in medians less consistency, as directed.

cement grout, weak in strength and of thick holes or grouting of scuppers shall be Portland

7. Concrete grout for grouting over pins, pinning a minimum 2 inches of grout, as directed.

6. When scuppers are not required, plug them with assembly.

concrete median barrier with pin and loop

5. Temporary concrete barrier to be precast on plans.

locations with backfill behind barrier as shown

4. Narrow base shoulder barrier to be used only at to curvatures with radii greater than 770 feet.

Normal use of precast barrier units is restricted3.

1425 feet shall be 25 feet.

hord length for curves with radii exceedingc foot radius or less shall be 12.5 feet. Maximum Maximum chord length for curves with a 14252.

INSTALLATIONS.

ONLY. DO NOT USE FOR NEW PERMANENT

INSTALLATION AND MAINTENANCE PURPOSES

THIS DRAWING IS RETAINED FOR TEMPORARY1.

THIS SHEET:

GENERAL NOTES FOR ALL DETAILS ON

RD515

PURPOSES ONLY

INSTALLATION AND MAINTENANCE

DETAILS FOR TEMPORARY

MEDIAN BARRIER ANCHORING

R D

.d g n

REVISED DETAILS AND NOTES07-2022

14-JUL-2023N/A

J U

L

3"

18"2" dia. holes

16"16"

18" each unit as shown

#4 "S" bar each end, (Typ.)

"2

"x12" chamfer2

" chamfer2

"x84 each unit as shown

#4 "S" bar each end, (Typ.)

"2

Top

"2

16" (Typ

"4

24"

16"( Typ.)

"4

Top

9"

26"

(Typ.)

4" in width

Recess to be placing pin, as directed

Fill recess with grout after

17" tall barrier

15" standard barrier "2

4"2 pins as reqd.). Use 2 pins each end, each unit through surfacing into base. (Provide holes for

Standard barrier pin per Std. Dwg. RD503

(To be left in place)

" I.D. PVC plastic pipe4

Form hole for pin with

Finish grade

#4 "S" bar

4 per barrier section

2" dia. holes keyway

Continuous var. 1'-6" to 1'-10"

Grout bed 2"

Finish grade pvmt.

FOR PRECAST CONCRETE BARRIER

GROUT DETAIL

GROUTING OPTION

STANDARD BARRIER

PLAN VIEW AT S BAR

TALL BARRIER

PLAN VIEW AT S BAR

SECURING TO PAVEMENT OPTION

ELEVATION VIEW AT ANCHOR RODS

GROUTING HOLES PLAN

(Dimensions between 2" dia. holes are nominal)

Do not use for new construction.

This detail is retained for maintenance purposes.

01-2023 REVISED NOTES

MEDIAN CONCRETE BARRIER ANCHORING DETAILS

(See general note 1)

06-2023 REVISED NOTES AND TITLE CHANGE

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, 2026 - November 30, 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

"S" bars to be full length as shown.6.

be hot-dip galvanized after fabrication.

All pins, bolts, dowels, loop bars, and connectors shall5.

securing concrete barrier to roadway.

other details not shown. See Std. Dwg. RD516 for andSee Std. Dwgs. RD503 and RD546 for reinforcement4.

measured between nearest fog lines).

For use in medians with width less than 8 feet (as3.

otherwise shown.

be 2 inches clear of nearest face of concrete, unless

All reinforcement shall be full length as shown and shall2.

DO NOT USE FOR PERMANENT INSTALLATIONS.

INSTALLATION AND MAINTENANCE PURPOSES ONLY.

THIS DRAWING IS RETAINED FOR TEMPORARY1.

GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:

RD516

PURPOSES ONLY

INSTALLATION AND MAINTENANCE

TO ROADWAY FOR TEMPORARY

SECURING CONCRETE BARRIER

R D

.d g n

REVISED NOTES01-2023

14-JUL-2023N/A

J U

L

(See Std. Dwg. RD503) used as anchor rod

Standard barrier pin

(See Std. Dwg. RD503) used as anchor rod

(Modified, omit washer)

Standard barrier pin side

Traffic

(See Std. Dwg. RD503) (See Std. Dwgs. RD503 & RD515)

MEDIAN INSTALLATION

Not allowed in narrow medians, see general notes 1 and 6

Secured using anchor rods (Angled) Secured using anchor rods (Vertical)

SHOULDER INSTALLATION SHOULDER OR MEDIAN INSTALLATION

Secured using grout

(See Std. Dwg. RD503)

(See Std. Dwg. RD505)

Secured by continuous shear key

SHOULDER OR MEDIAN INSTALLATION

side

Traffic

(See Std. Dwg. RD503) used as anchor rod

(Modified, omit washer)

Standard barrier pin

(See Std. Dwg. RD503) used as anchor rod

Standard barrier pin

(See Std. Dwgs. RD545 and RD546) (See Std. Dwgs. RD545 and RD515)

SHOULDER INSTALLATION

in narrow medians, see general notes 1 and 6

Secured using anchor rods (Angled) not allowed Secured using anchor rods (Vertical)

MEDIAN INSTALLATION

SHOULDER OR MEDIAN INSTALLATION

Secured using grout

THIS DETAIL IS RETAINED FOR MAINTENANCE PURPOSES.

(See Std. Dwgs. RD545 and RD546)

METHODS OF SECURING PRECAST CONCRETE BARRIER TO ROADWAY

CONCRETE BARRIER

PRECAST

CONCRETE BARRIER

PRECAST

CONCRETE BARRIER

PRECAST

CONCRETE BARRIER

PRECAST TALL (42")

CONCRETE BARRIER

PRECAST TALL (42")

CONCRETE BARRIER

PRECAST TALL (42")

CONCRETE BARRIER TO ROADWAY

METHODS OF SECURING CAST-IN-PLACE

(See general note 1)

METHODS OF SECURING PRECAST TALL (42") CONCRETE BARRIER TO ROADWAY

THIS DETAIL IS RETAINED FOR MAINTENANCE PURPOSES.

(See general note 1)

(See general note 1)(See general note 1)

(See general note 1)

(See general note 1)

(See general note 1)

06-2023 REVISED NOTES AND TITLE CHANGE

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, 2026 - November 30, 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

9. All pins, bolts, dowels, loop bars, and connectors shall be hot-dip galvanized after fabrication.

vertical reveal. Modify placement when required by plans, or as directed.

Normal permanent installation of concrete barrier is on top of finish grade, to provide 3 inch8.

Anchor rods are standard barrier pins, modified for shoulder installation, as shown.7.

nearest fog lines) shall be secured to roadway to resist impacts from both sides.

Precast concrete barrier used in medians less than 8 feet in width (as measured between6.

Temporary concrete barrier to be precast concrete median barrier with pin and loop assembly.5.

barrier sections, bridge rails, retaining walls, and similar existing or constructed objects.

Securing concrete barrier to roadway is in addition to connections between adjacent concrete4.

referenced for the selected method.

Select one of the securing methods shown. For details not shown, see the standard drawing(s)3.

As directed by the Engineer.c)

When required by plans, orb)

Barrier deflection requirements per Std. Dwg. RD503 cannot be obtained, ora)

Secure concrete barrier to roadway when any of the following conditions exist:2.

standard drawings) for details not shown.

PURPOSES ONLY. DO NOT USE FOR NEW PERMANENT INSTALLATIONS. See appropriate guardrail

CONCRETE BARRIER TO ROADWAY FOR TEMPORARY INSTALLATION AND MAINTENANCE

THIS STANDARD DRAWING IS INTENDED TO SHOW ACCEPTABLE METHODS OF SECURING1.

GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:

RD610

DETAILS

PAVEMENT (ACP)

ASPHALT CONCRETE

R D

.d g n

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, 2026 - November 30, 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

TM204

MOUNTING DETAILS

FLAG BOARD

T M

.d g n

10 DEC 2009N/A

D

E C o r

2"

½

Flag mounts to this face

Varies

1" thick

3/16"

SQUARE TUBING

SQUARE TUBING

OPTIONAL MOUNTING

BAR MATERIALS

flags.

mounting holes on may alter location of

Use of square tubing

Note:

*** Variable *** Variable

C" CHANNELS

"C" CHANNEL WITH EXTENSION

*** Regulatory or Guide Sign

MOUNTING BAR DETAIL

2" 2"18½"

16"

(7/16" diameter)

Mounting holes

FLAG DETAILS

sheet aluminum

1/16 " thick

WARNING

REGULATORY OR GUIDE SIGN

GUIDE SIGN

(2-POSTS)

(1 POST)

2" 2"

" min.

6"

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

6" min.

1½"

/8

1½"

½

" thick

7/6 "4

18½" 18½"

2"

* 36" x 36" Warning Sign

** 48" x 48" Warning Sign

V a ri e s

Varies

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

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

⅜" drive rivets.

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

Use manufacturer recommended wood post.

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

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

bolt holes in extension and bar.

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

4"x4" square.

Gusset plate.

Stainless Steel Note:

outside edge of sign.

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

All materials shall be in accordance with

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

DATE

SDR

BOOK NO.

CALC.

Effective Date: June 1, 2026 - November 30, 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

TM500

STANDARD DETAIL BLOCKS

PAVEMENT MARKING

T M

.d g n

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

07-01-2020N/A

DISABLED PARKING DETAIL (white)

4" white edge line

Edge of pavement

17'

1'

20'

4"

Direction of Traffic

36° 36°

3'

4'

36° 3'

4'

LL

L

L

LL

LL

L

LLL

LL

L

TS

LL

LL

L

L

LL

4'

Direc tionofTr affic

36° 3'

L

9'

3'

8" white line

1'

20'

4'

4" 8 " white line

12'12'12'

L For traversable medianL

9'

3'

L

12'

LL

1'

' 6

1'

For Centerline

DLL DLL-2

36°

36° 3'

Direction of Traffic

BYLD

L E G E N D

36°

36°

Direction of Traffic

CH

For lane lines in drop lanes

LL

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 orientationfor 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 LINE4" 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, 2026 - November 30, 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

TM521

NON-PROFILED

SURFACE & GROOVE INSTALLED

PAVEMENT MARKINGS

DURABLE & HIGH PERFORMANCE

T M

.d g n

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 milsHigh Performance

Thickness

120 mils220 ± 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, 2026 - November 30, 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 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, 2026 - November 30, 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

= Lane line dimensions are shown on the Striping plans.

TM560

GENERAL

ALIGNMENT LAYOUT:

T M

.d g n

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

11-JUL-2025N/A

J U

L

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

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

DATE

SDR

BOOK NO.

CALC.

Effective Date: June 1, 2026 - November 30, 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

TM700

CONDUIT TRENCHING

GENERAL

T M

.d g n

01-2025

10-JAN-2025N/A

J A

N

2" Bedding

2" Cover

30"

24"

18"

18"

Thickness, Whichever Is Greater

6" Min. Or Match Existing Surface

Conduit

CLSM

Conduit

Non-Metallic

Metallic

Roadway & Shoulders Other AreasType Of Conduit

Or Upper Limit Of Excavation

Subgrade, Surrounding Ground, Top Of Trench, Bottom Of

When Using Rigid Metallic Conduit)

Sand Blanket (May Be Omitted

Top Of Existing Surface

CONDUIT OPEN TRENCH EXCAVATION & BACKFILL

under sidewalk, landscaped areas, etc.)

UNSURFACED AREAS (new roadway prior to paving, shoulders, 6" (Nominal)

Top Of Finished Surface

For The Entire Length Of The Conduit Run

Center Underground Marking Tape Over Conduit

MINIMUM COVER FROM FINISHED SURFACE

(Use Permit Depth If Greater Than These)

Minimum Cover From Top of Finished Surface

Minimum Cover Table)

Minimum Cover (See

Minimum Cover Table)

Minimum Cover (See

Optic Hand Hole As Per TM702, The Minimum Cover Depth Is 24 Inches.

2. For Non-Metallic Conduit Under Roadway & Shoulders Installed Horizontally Into Fiber

More Information.

To Accommodate The Minimum Radius ("R") Of The Conduit Elbow. See TM701 For

1. Additional Cover Depth May Be Necessary Near Foundations And Junction Boxes

Notes:

Than 6" According To 00405.46(C)(2).

Material. Compact Material In Layers Not Greater

Selected Granular Or Selected General (Native)

Along The Boundaries Of The Area To Be Removed

With An Approved Pavement Cutting Saw 2" Minimum Depth

When Excavating, Cut Sharp And Well Defined Pavement Edges

Finish To A Smooth Riding Surface.

00745, 00755, And 00756, As Applicable.

Compact Material According To 00744, Match Existing Surface Material: PCC Or ACP

6. Furnish Backfill Materials According To 00960.10

5. Do Not Backfill Trenches Until Inspected By The Engineer

4. Hold Trench Width To A Practical Minimum

Place All Conduit Before Paving Or Landscaping.

3. Excavate According To 00960.40. In Areas To Be Paved Or Landscaped, Changed To Avoid Obstructions.

2. Conduit Runs Shown On Plans Are For Bidding Purposes Only. Locations May Be

1. Install Conduit By Open Trench Method, Horizontal Directional Drilling, Or As Shown

General Notes:

(See Note 2)

CONDUIT OPEN TRENCH EXCAVATION & BACKFILL

EXISTING PAVED AREAS

NEW DRAWING (CONTENT FROM RETIRED TM471)

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

DATE

SDR

BOOK NO.

CALC.

Effective Date: June 1, 2026 - November 30, 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

TM701

T M

.d g n

NEW DRAWING (CONTENT FROM RETIRED TM470 & TM471)01-2025

13-JAN-2026N/A

J A

N

Future Use (No Wires/Cables In Conduit). Leave 6 Feet Of Slack Pull Line.

6. Install Polyethylene Pull Line In All Conduits Noted On The Plans For

Poles, Cabinets Unless Otherwise Shown.

5. Leave A Minimum Of 2 Feet Slack In Each Wire And Cable In Junction Boxes,

4. Tape The Ends Of Unused Conductors With Insulated Vinyl Plastic Tape.

Common Wire Nut Unless Otherwise Shown.

And Install A Wire Nut. Do Not Join Multiple Locate Wires Under A All Conduits As A Locate Wire. Leave Slack As Shown Or Directed

3. Install No. 16 AWG TFFN Orange Base With Blue Tracertone Wire In

Unless Otherwise Shown.

Handheld Labeler (Brady M210 Label Maker With Vinyl B-595 Tape)

2. Label Wires And Cables With Permanent Tags As Shown Or Directed. Use

To Specification Section 00990 Bid Items.

1. See TM470 For Additional Wire/Cable Installation Requirements That Apply

Wire & Cable Installation General Notes:

LUBRICANT

Wires And Cables In Conduit Use Electrical Lubricants When Inserting

Pulls Are Made With Poles Or Controller Cabinets In Place

* Use A Pulley Device To Achieve A Straight Line If

Terminating End Points For Pulling Only Binding Material) Allowed Only At The Wire (Tapes, Straps, Ties, Or Other Temporarily Bundling Cables Or

The Conduit Opening* Pull In A Straight Line With

Cables By Hand Only Pull All Wires And

WIRE & CABLE INSTALLATION IN CONDUITS

CONDUIT INSTALLATION IN JUNCTION BOXES

CONDUIT INSTALLATIONS IN FOUNDATIONS

Junction Box

2" Min. To 3" Max.

Fiberglass Conduit Elbow

(Direction Of Conduit Run)

Plumb)

(Install

PVC Riser

Of The Conduit Run

Near The End Wall From The Direction

Enter Through The Bottom Of The Box

Conduit (Size As Shown On Plans).

2" Min. To 3" Max.

Fiberglass Riser (Install Plumb)

Foundation

Concrete

Fiberglass Elbow

Elbow

Fiberglass

Shown On Plans)

Conduit (Size As

Shown On Plans)

Conduit (Size As

Coupling

Coupling

Top Of Foundation

JB3 34"

JB2 18"

JB1 12"

From End Wall

2" To 3" Typ.

Diameters

Of Conduit

Max. Sum

Box Type

Junction

If Max. Sum Of Conduit Diameters In Junction Box Is Not Exceeded.

2. Larger Conduit Than Specified May Be Used At The Option And Cost Of The Contractor

Between Any Pole, Junction Box, Or Cabinet.

1. Install Non-Metallic Conduit Unless Otherwise Shown. Conduit Runs Shall Be Continuous

Conduit Installation General Notes:

Beyond Foundation

Conduit 10" To 12"

Extend Fiberglass

R

R

Diameter

Conduit

Coupling

Manufacturer's Recommendation.

Weld To Connect Conduit As Per

Full Circumference. Use Solvent

Conduit Ends Fit Together For Their

Make Cuts Square And True So

Non-Metallic Conduit

CONDUIT ENDS AND BUSHINGS

CONDUIT ELBOWS

CONDUIT COUPLINGS

3" Min.

Plug

Conduit

Foam

Wiring (Or Pull Line) Is Installed

Install Foam Conduit Plug After For Future Use Only)

(Or Pull Line in Conduit

Cables/Wires

R (min.)

Fiberglass Riser (In Foundations)

PVC Riser (In Junction Boxes) Or

1/2" To 1" Above Conduit Bushing

Diameter

Than Riser

" Larger1/2

Before Installing Wire

End Bell Conduit Bushings

Install Push-On PVC

3" 18"

2 1/2" 15"

2" 12"

1 1/2" 10"

Size Conduit For The Entire Length, Outlet To Outlet.

1. Slip Joints, Running Threads Or Reducing Couplings Not Allowed. Use The Same

Notes:

2. Temporarily Plug Or Cap Conduit Ends At All Times To Keep Debris Out

1. Ream Conduit Ends To Remove Rough Edges And Burrs

Notes:

Manipulation, Or Cutting In The Field)

(No Crimping, Flattening, Field

Standard Factory Fiberglass Bend

INSTALLATION

CONDUIT & WIRE/CABLE

GENERAL

01-2026 DELETED APPLICABILITY LANGUAGE IN CONDUIT IN FOUNDATIONS DETAIL

TM800

PCMS DETAILS

TABLES, ABRUPT EDGE AND

T M

.d g n

12-JUL-2024N/A

J U

L

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: June 1, 2026 - November 30, 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

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: June 1, 2026 - November 30, 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

.d g n

14-JUL-2023N/A

J U

L

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: June 1, 2026 - November 30, 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

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: June 1, 2026 - November 30, 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

TM830

AND RUMBLE STRIP DETAILS

TEMPORARY CONCRETE BARRIER

T M

.d g n

12-JUL-2024N/A

J U

L

18" min.

O b s tr u c ti o n

Sl op e Va rie s

Traffic Side

(2 pins per barrier section)

(Modified, omit washer) used as anchor rod

Standard barrier pin

AC or PCC surface

Remove and replace existing striping as required.

crossovers and lane shifts.

across the area. Common application is staging for freeway

CPPR and inlay existing rumble strips prior to staging traffic

NOTES:

Existing Rumble Strip

18" Typical - Centerline Rumble Strips

24" Typical - Shoulder Rumble Strips

Grinding Width

UNDER CONSTRUCTION

Existing Rumble Strip

2" Nom.

OR

AA

EXISTING RUMBLE STRIP REMOVAL

or as directed inch ACP,2 1Level 2, CPPR and Inlay Area with or as directed inch ACP,2 1Level 2, CPPR and Inlay Area with

(4 pins per barrier section)

(Modified, omit washer) used as anchor rod

Standard barrier pin

AC or PCC surface

End View

SECTION A-A

(Shoulder Installation)

SECURING TEMPORARY CONCRETE BARRIER

(Median Installation)

SECURING TEMPORARY TALL CONCRETE BARRIER

Traffic Side

Traffic Side

End View

To be accompanied by Dwg. Nos. RD503, RD515 & RD516.

concrete.

Follow manufacturer recommendations when securing barriers other than surfacing for clear area behind temporary barrier.

Place temporary barrier on smooth, solid surfacing. Maintain, smooth solid angle of repose, or shoring as directed.

Excavation height greater than 3 feet requires proper backslope based on

Predrill pin holes for PCC pavement placement.

to Bridge Design Manual. See Chapter 1.13.1.10

DO NOT USE ON BRIDGE DECKS. Restrain barrier on bridge decks according

07-2021

01-2022

Revised clear space to obstruction

Added note for surfacing behind barrier

07-2024 Added note for securing barriers other than concrete

07-2024 Added references to roadway details for barrier pin and loop, and anchoring 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, 2026 - November 30, 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

TM831

TEMPORARY IMPACT ATTENUATORS

T M

.d g n

01-JUL-2020N/A

J U

L

27.5' (31' max.)

C AttenuatorL 700

1400 1400

1400 1400 2100

13.5' (15' max.)

(1' to 2')

Conc.Barrier typical installation 30" min. using

6" max. typical

6" min. typical

C AttenuatorL 200 200 400 700

700 1400

700 1400 1400

1400 2100

Conc.Barrier typical installation 30" min. using

(1' to 2')

6" max. typical

6" min. typical

C AttenuatorL

6" min. typical

6" max. typical

400 700 1400

1400 1400 2100

210014001400

20.5' (23' max.)

Conc.Barrier typical installation 30" min. using

(1' to 2')

C AttenuatorL 200 200 200 200 400

400 400 700 1400 1400 2100

210014001400700400400

6" max. typical

6" min. typical

38' (43' max.)

(1' to 2') typical installation 30" min. using

Conc.Barrier

GENERAL NOTES FOR ALL DETAILS:

Rt. Shldr. Placement

Gore Placement

Lt. Shldr. Placement

45 mph Layout 70 mph Layout

35 mph Layout 55 mph Layout

OBJECT MARKERS

To be accompanied by Dwg. No. TM833.

rock salt by weight to prevent freezing.

In cold climates, mix sand with 5%

45° slope and with 4" space between stripes.

5" wide shall be silk-screened on the sheeting at a with yellow encapsulated lens sheeting. Black stripes sheeting approx. 24" wide, 30" deep, and covered

" thick aluminum16 1The object marker shall be as shown above.

delineated with the appropriate object marker, The leading module of each attenuator shall be instructions and as approved by the engineer.

movement according to manufacturer's to shift, modules shall be anchored to prevent vibrations and surface slopes may cause modules in the field, as directed. At locations where

Final alignment of attenuator will be established within each module is mass of dry sand in pounds.

by both speed and manufacturer. Number shown

Typical attenuator layouts shown. Layouts may vary

Typical outside diameter of each module is 36".

Use Temporary Impact Attenuator from the QPL.

speed for attenuator selection.

For posted speeds not shown, use the next higher the Engineer.

the pre-construction posted speed, as approved by

Use the appropriate layout configuration based on

TEMPORARY IMPACT ATTENUATOR LAYOUTS

Single Barrier 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, 2026 - November 30, 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

TM833

TEMPORARY IMPACT ATTENUATORS

T M

.d g n

01-JUL-2020N/A

J U

L

Concrete Barrier (1' to 2')

Up to 15°

Concrete Barrier typical installation

30" min. using

Concrete Barrier typical installation

30" min. using

Concrete Barrier

30" min.

6" min.

30" min.

6" min.

� Attenuator�

� Attenuator the traveled way to the temporary impact attenuator.

Minimum 2', otherwise maximize the distance from rock salt by weight to prevent freezing.

In cold climates, mix sand with 5% instructions and as approved by the engineer.

movement according to manufacturer's to shift, modules shall be anchored to prevent vibrations and surface slopes may cause modules in the field, as directed. At locations where Final alignment of attenuator will be established oriented toward oncoming traffic at angles up to 15°.

Divided or One-Way Attenuator layouts may be

Layouts may vary by both speed and manufacturer.

Attenuator layout shown is a typical layout.

Typical outside diameter of each module is 36".

Use Temporary Impact Attenuator from the QPL.

the Engineer.

the pre-construction posted speed, as approved by Use the appropriate layout configuration based on

GENERAL NOTES FOR ALL…