Exhibit 6 - Standard Drawings.pdf

RD500

TYPE "F" PRECAST

32" CONCRETE BARRIER

R D

.d g n

TITLE CHANGED, REVISED DETAILS AND NOTES01-2021

14-JUL-2023N/A

J U

L

04-2021 REVISED DETAILS AND NOTES

12-2021 REVISED NOTES

REVISED DETAILS AND NOTES06-2023

MEDIAN BARRIER

CA

CA B

B

Section length = 12' - 6" (150")

End Detail

See Barrier bar, typ.

#4 Longitudinal

#4 Stirrup pair, typ.

(when required)

" x 4" Pin slot, typ.8

#4 Pin slot bar

PLAN

"2

"2

1" clear min.

#4 Stirrup pairs - 5 spaces @18" "4

311 "4

"4

14" 14" "4 311 "4

3"x12" scupper, typ. 12" typ. " typ.2

#4 Longitudinal bar, typ. 3" typ. (when required)

" x 4" Pin slot,8

" dia. loop bar, typ.4

#4 pin slot bar, typ.

ELEVATION

loop bar, typ.

3/4" dia.

"16

3/4" dia. loop bar

LOOP DETAIL

BARRIER PIN

DETAIL

BARRIER END

1/2"

2" typ.

" rad.4

" rad.8

(No pin slots required)

NARROW BASE

side

Traffic where reqd.

paving ledge

"x4"2

"2

"8

"8

10" R.

12"

"4

"2 grade

Finish

SHOULDER BARRIER

STANDARD

" rad.4

" rad.8

12"

24"

" 1

"2

"8

** 4

"8

** 2 grade

Finish

(when reqd.)

and 2" dia. hole

"U" loop bar

24" (Secured)

(Unsecured)

* 24" min.

(Secured)

12" min.

66" (Unsecured) side

Traffic

" 1 " 2

" cl.2

"x2" Slot2

24"

"8

"8

"2

" R.8

" R.4

" R

SECTION A-A

"x2" Slots2 ends, typ.

bottom, and

" chamfer top,4

Loop Detail

See Barrier Pin ends, typ.

bottom, and

" chamfer top,4

"2

" 2 " 2

" Cl.2

" x 2" Slot2

" R.8

" R.4

10" R.

"8

"8

"x2" Slots2

24"

SECTION B-B

" clear, typ.2 pair, typ.

#4 stirrup

#4 longitudinal bar, typ.

#4 Pin slot bar, typ.

slot , typ.

" x 4" Pin8

"4 bar, typ.

" dia. loop4 typ.

clr.2

SECTION C-C

Construct the 10" radius to provide a smooth transition between the slopes.

Dimensions marked thus are to the intersection point of the barrier slopes.** dimensions cannot be obtained shall be secured to roadway.

Barrier used as shoulder barrier and placed in areas where these* the current Oregon Standard Specifications.

All materials shall be in accordance with

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

DATE

SDR

BOOK NO.

CALC.

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

Professional Engineer.

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

Standard Drawing, while

The selection and use of this

GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:

temporary barrier.

surfacing. Maintain smooth, solid surfacing for the clear area behind behind unsecured barrier. Place temporary barrier on smooth, solid clear space behind the barrier if secured or 5.5 feet of clear space

For temporary installations, provide a minimum of 18 inches of11.

galvanized after fabrication.

All pins, bolts, dowels, loop bars, and connectors shall be hot-dip10.

thick consistency, as directed.

scuppers shall be portland cement grout, weak in strength and of

9. Concrete grout for grouting over pins, pinning holes or grouting of inches clear of nearest face of concrete, unless otherwise shown.

All reinforcement shall be full length as shown and shall be 28.

inches of grout, as directed.

7. When scuppers are not required, plug them with a minimum 2 shall be secured to roadway.

Precast concrete barrier used in medians less than 8 feet in width 6.

with pin and loop assembly . See Std. Dwg. RD502.

5. Temporary concrete barrier to be precast concrete median barrier backfill behind barrier as shown on plans.

Narrow base shoulder barrier to be used only at locations with 4.

radii greater than 770 feet.

3. Normal use of precast barrier units is restricted to curvatures with exceeding 1425 feet shall be 25 feet.

shall be 12.5 feet. Maximum chord length for curves with radii

Maximum chord length for curves with a 1425 foot radius or less2.

barrier that is maintained for use in temporary installations.

being anchored). See Std. Dwgs. Rd515 and RD516 for concrete for new permanent installations barrier anchoring details (when

See Std. Dwg. RD501 for details not shown. See Std. Dwg. RD5021.

RD501

REINFORCING

TYPE "F" PRECAST

32" CONCRETE BARRIER

R D

.d g n

NEW DRAWING CREATED01-2021

19-JAN-2024N/A

J A

N

07-2021 GENERAL ANNOTATION CLEANUP

PIN AND LOOP CONNECTION

PLAN

Connecting Pin

(See general note 5) as directed.

Grout over connecting pin, A

(Typ.)

" Dia. loop bar 4

" Chamfer4

SECTION A-A

A

1" clearance

06-2023 REVISED DETAILS AND NOTES

ALTERNATE

CONNECTING PIN ASSEMBLY DETAIL

NOTE: Washer shall be forged as integral part of pin or shall be welded as shown.

2" min.

6"

(Typ.)

" R.

"4

"2

"8

"4

"8

"2

" Dia.

(Typ.)

" R.2

"4 333 1" R.

45°

144"

"2

"8 36 (Typ.)

" R.2

5"

6"

#4

10"

11"

"8

5"

(Typ.)

" R.2

# 4 (Pairs)

REINFORCING STEEL BENDING DIAGRAM

(#4 Rebar)

MEDIAN BARRIER STIRRUP "M"

#4 PIN SLOT BAR

NARROW BASE

#4 LONGITUDINAL BAR

STANDARDALTERNATE

(Fabricated as a single piece)

#4

#4 LOOP BAR DETAIL

(When required)

(#4 Rebar)

SHOULDER BARRIER STIRRUP "S"

placement beveled to facilitate

" may be2

Bottom

1" dia.

" 4

2" dia.

" dia.16

"4

1"x8 UNC

1" dia.

WASHER DETAIL

See Detail "A"

" thkn.)4 circular washer

" dia.4

2" or 2

DETAIL "A"

WELDED WASHER PIN

FORGED HEAD PIN

FLANGE DETAIL

" max.2 min."8

" max.4

"16

3°

1" Dia.

" Max. thkn.)4

" Min. -8

" dia.2

2" or 2

Flange

See Detail "B"

Flange

DETAIL "B"

" Max.2

2" Min.

edges rounded bottom

1" Dia. pin w/

12-2023 GENERAL ANNOTATION CLEANUP

the current Oregon Standard Specifications.

All materials shall be in accordance with

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

DATE

SDR

BOOK NO.

CALC.

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

Professional Engineer.

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

Standard Drawing, while

The selection and use of this

GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:

is within the minimum and maximum widths specified.

those shown in the details are acceptable, if the bearing surface manufacturers. Pin designs that are shaped differently than

Connecting pin head designs vary among different8.

Barrier Stirrup" Detail.

barrier except for the stirrup bars. See "Narrow Base Shoulder

Barrier" are the same as those shown for the 24 inch wide

The reinforcing steel details for the "Narrow Base Shoulder7.

hot-dip galvanized after fabrication.

All pins, bolts, dowels, loop bars, and connectors shall be6.

strength and of thick consistency, as directed.

grouting of scuppers shall be portland cement grout, weak in

Concrete grout for grouting over pins, pinning holes or5.

barrier with pin and loop assembly. See Std. Dwg. RD502.

Temporary concrete barrier to be precast concrete median4.

backfill behind barrier as shown on plans.

Narrow base shoulder barrier to be used only at locations with3.

shown.

inches clear of nearest face of concrete, unless otherwise

All reinforcement shall be full length as shown and shall be 22.

temporary installations.

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

RD502 for new permanent installations barrier anchoring

See Std. Dwg. RD500 for details not shown. See Std. Dwg.1.

RD502

BARRIER TO THE ROADWAY

TALL 42" PRECAST CONCRETE

SECURING 32" TYPE "F" AND

R D

.d g n

12-JUL-2024N/A

J U

L

ANCHORING PIN ASSEMBLY DETAIL

" Dia.16

4"

4"

"2 thick plate washer"2

See detail "A"

FOR ASPHALT SURFACE

FOR CONCRETE SURFACE

DETAIL "A"

"16

13" 59" 59" 19"

19" 13"59"59" side(s) of barrier only required on traffic

1 7#8" x 4" Slot (typ.) -

Concrete barrier slots as a guide in concrete using

" dia. hole 4

Drill 1

" x 4" Pin slot8

PLAN

CONCRETE BARRIER ANCHORING PIN LOCATIONS

CONCRETE ANCHORING PIN DETAILS

Traffic side Traffic side Traffic sideShoulder

Traffic side Shoulder Traffic side Traffic side

Concrete pavement Edge of paved shoulder pin, typ.

galv. A36 steel anchoring

" long 4

" dia. x 21 2

Precast concrete barrier Precast concrete barrier

Concrete pavement

Four anchoring pins total per barrier section

(one in each end slot)

Note: Two anchoring pins required on traffic side

(Min.)

9"

M in

(T y p

M in

Six anchoring pins total per barrier section

(one in each end slot)

Note: Three anchoring pins required on traffic side

ASPHALT ANCHORING PIN DETAILS

pin, typ.

galv. A36 steel anchoring long36"" dia. x 2

" x 4" Pin slot8

(Min.)

12"

M in

Edge of paved shoulder

M in

Asphalt Concrete pavement Asphalt Concrete pavement

no. RD501

See std. drg.

METHODS OF SECURING CONCRETE BARRIER TO ROADWAY

PLATE WASHER DETAIL

Precast concrete barrier

Precast concrete barrier ty p

12-2023 REVISED NOTES AND DETAILS

06-2024 REVISED NOTES AND DETAILS

the current Oregon Standard Specifications.

All materials shall be in accordance with

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

DATE

SDR

BOOK NO.

CALC.

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

Professional Engineer.

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

Standard Drawing, while

The selection and use of this hot-dip galvanized after fabrication.

All pins, bolts, dowels, loop bars, and connectors shall be3.

and of thick consistency, as directed.

of scuppers shall be portland cement grout, weak in strength

Concrete grout for grouting over pins, pinning holes or grouting2.

details not shown.

in temporary installations. See Std. Dwgs. RD500 and RD501 for

RD515 and RD516 for concrete barrier that is maintained for use barrier (when being anchored) to the roadway. See Std. Dwgs.

This drawing applies to new permanent installations of concrete1.

GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:

pulled out later, such as in temporary installations.

bottom for applications where the pin will be

Note: If desired, the plate may be welded top and

TM500

STANDARD DETAIL BLOCKS

PAVEMENT MARKING

T M

.d g n

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

07-01-2020N/A

DISABLED PARKING DETAIL (white)

4" white edge line

Edge of pavement

17'

1'

20'

4"

Direction of Traffic

36° 36°

3'

4'

36° 3'

4'

LL

L

L

LL

LL

L

LLL

LL

L

TS

LL

LL

L

L

LL

4'

Direc tion o f Tra ffic

36° 3'

L

9'

3'

8" white line

1'

20'

4'

4" 8 " white line

12'12'12'

L For traversable medianL

9'

3'

L

12'

LL

1'

' 6

1'

For Centerline

DLL DLL-2

36°

36° 3'

Direction of Traffic

BYLD

L E G E N D

36°

36°

Direction of Traffic

CH

For lane lines in drop lanes

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 orientation for field layout angle orientation striping plans

Lane line dimensions are shown on the Or Thru Traffic Side

Direction Of Traffic, Increasing Stationing

1' WHITE BARS AT 20' SPACING

CHEVRON BARS

BICYCLE YIELD LINE (white)

4" YELLOW LINES

NO-PASS RIGHT

Yellow Line Narrow Double for field layout angle orientation

4" white line

R o u te

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

1' WHITE BARS AT 20' SPACING

TRANSVERSE SHOULDER BARS

4" YELLOW DOTTED LINE

4" white line

1' YELLOW BARS AT 40' SPACING

TRANSVERSE MEDIAN BARS

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

Increasing Stationing Increasing Stationing

Yellow Line Narrow Double

2' (Typ.)

8" WHITE DOTTED LINE 4" WHITE DOTTED LINE

1' YELLOW BARS AT 20' SPACING

TRANSVERSE MEDIAN BARS

3' 5"

4" YELLOW LINES

NO-PASS LEFT

4" YELLOW LINES

TWO-WAY LEFT TURN

TWO 4" WHITE LINES

NARROW DOUBLE NO-LANE CHANGE

TWO 4" YELLOW LINES

DOUBLE NO-PASS

TWO 4" YELLOW LINES

NARROW DOUBLE NO-PASS

(thru traffic side )

HC

4.5' min.

min.

4.5' min.

4.5' min.

4.5' the current Oregon Standard Specifications.

All materials shall be in accordance with

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

DATE

SDR

BOOK NO.

CALC.

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

Professional Engineer.

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

Standard Drawing, while

The selection and use of this

TM670

SIGN SUPPORTS

WOOD POST

T M

.d g n

19-JAN-20245850

J A

N

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

SIGN WIDTHS FOR 4"x6" AND LARGER POSTS

Accompanied by dwgs. TM200, TM671, TM822

D

" 1

X

Y

Y

X

Y

Y

Z

Z

Z

No scale

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

22', 24', 26'.

X

5'-3" Max.

7'-0" Min.

for 4"x6" and

Larger Posts

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

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

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

D

T y p

D

T y p

6" Min.

(Typ.)

6" Min.

(Typ.)

85 MPH

3 Second Gust Wind Speed (TM671)

"2

2"

3"

5' - 0"

5' - 0"

7' - 0"494

Number of Posts

95 MPH

Number of Posts

Number of Posts

4' - 0"

Field

Drilled

Hole

Diameters

Post

Embedment

Depth

"D"

4" x 4"

4" x 6"

6" x 6"

6" x 8"

77 62 56

X b

A A

Not Req'd b d

(See note 12) for diameters.

Holes. See Tables

Field Drilled

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

Face of post

Center

Sign Area

Sign Area Center

Sign Area Center and G = 1.14.

15'-0" Min.

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

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

See Tables for

Field Drilled Holes.

and 12)

(See notes 10 diameters. (Typ.)

See Tables for

Field Drilled Holes.

and 12)

(See notes10 diameters. (Typ.)

See Tables for

Field Drilled Holes.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

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

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

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

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

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

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

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

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

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

Align the post in the hole to a vertical position.

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

Backfill with selected general backfill meeting the requirements of 00330.13.

Place in layers not greater than 6 inches.

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

Dampen during placement if too dry to compact properly.

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

1.

2.

3.

4.

5.

6.

7.

8.

X=15'

X=15'

X=15'

85 MPH

3 Second Gust Wind Speed (TM671)

"2

2"

3"

5' - 0"

5' - 0"

7' - 0"

Number of Posts

1 2

95 MPH

Number of Posts

1 2

Number of Posts

1 2

4' - 0"

Field

Drilled

Hole

Diameters

Post

Embedment

Depth

"D"

P O

S T

S

IZ

E 4" x 4"

4" x 6"

6" x 6"

6" x 8"

Not Req'd

105 and 110 MPH

X=15'

3 3

X=15'

X=15'

244122

19698

17688

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

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

** - See note 8

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

** - See note 9

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

Signals.

2/d

A A

(Typ.)

(Typ.)

A A temporary signs refer to TM822.

ELEVATION

PERMANENT WOOD POST TABLE

TEMPORARY WOOD POST TABLE

SECTION A-A

Post Embedment Installation:

General Notes:

X ≥20'X ≥20' X ≥20'

X ≥20' X ≥20' X ≥20' b x d

P O

S T

S

IZ

E b x d

( X * Y * Z ) in ft³ - Maximum

( X * Y * Z ) in ft³ - Maximum

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

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

01-2024 ADDED TO FIELD TREAT HOLES ACCORDING TO 02190.30

12.Field treat drilled holes according to 02190.30.

the current Oregon Standard Specifications.

All materials shall be in accordance with

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

DATE

SDR

BOOK NO.

CALC.

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

Professional Engineer.

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

TM671

WIND SPEED MAP

3 SECOND GUST

T M

.d g n

06-JAN-2012N/A

J U

L

M A L H E U R

H A R N E Y

L A K E

C R O O K

J E F F E R S O N

D E S C H U T E S

W H E E L E R

U M A T I L L A

M O R R O W

G I L L I A M

H O O D

R I V E R

U N I O N

B A K E R

W A L L O W A

M U L T N O M A H

C L A C K A M A S

M A R I O N

C L A T S O P

T I L L A M O O K

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

C O L U M B I A

W A S H I N G T O N

B E N T O N

L I N C O L N L I N N

P O L K

L A N E

D O U G L A S

C O O S

C U R R Y

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

K L A M A T H

G R A N T

ST. HELENS

ASTORIA

DALLAS

ALBANY

NEWPORT

CORVALLIS

OREGON

CITY

DALLES

THE

PRINEVILLE

BEND

GRANTS

PASS

KLAMATH

FALLS

PENDLETON

LA GRANDE

PORTLAND

SALEM

MEDFORD

EUGENE

ROSEBURG

BAKER

CITY

HILLSBORO

McMINNVILLE

1.

2.

3.

4.

5.

6.

7.

8.

9.

higher wind speed shall be used.

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

River Gorge winds shall be designated 110 mph areas.

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

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

The Interval Height (Kz) is 30 ft.

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

Mountanious terrain, gorges, and ocean promontories are classified as

The mean recurrence interval is 50-Years.

The Exposure Catagory is C.

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

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

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

"Standard Specifications for Structural Supports for Highway Signs, Luminaires

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

Lattitude 45° 30'

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

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

Longitude 118° 30'

Note 7

See

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

7 and 8

NOTES:

the current Oregon Standard Specifications.

All materials shall be in accordance with

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

DATE

SDR

BOOK NO.

CALC.

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

Professional Engineer.

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

TM677

SIGN MOUNTS

T M

.d g n

06-JUL-2015N/A

J U

L

Sign

Stainless steel buckle

Power pole

Luminaire, Pipe Sign Post or

C-206 or Equivalent

BAND-IT, Std. banding

" Stainless steel4

B

B

Hot Dipped Galvanized

S6X12.5 - A36 "16

L

L/5 L/5

Sign

Bottom of girder

A

S6X12.5

A

Top of girder

1. For Secondary Sign Mounts See TM678.

(one per band)

Stainless steel sign bracket

48" to 60" in height.

all signs less than 48" in height and 3 clamps for signs clamps shall not be wider than 36". Use 2 clamps for

Signs mounted to vertical posts that use stainless steel 2"

" dia. hole16

TM618

BRACKET DETAIL shown on shall use the SIGN SUPPORT

Signs mounted over travel lanes

1"

No Scale

No Scale

No Scale

No Scale

(3/5)L

* - L maximum is 14'-0".

Notes:

See Notes bonded anchor

" dia. resin2

1.

2.

Install resin bonded anchors according to Section 00535.

3.

"16 from each end

Stop weld 1/4"

Corners

Seal Weld

See Notes

" dia. hole.8

Drill

Table 00535-1.

The hole depths shall develop the pullout strength specified in

Resin bonded anchors shall conform to ASTM A307.

4.

galvanized only connections.

for waxed galvanized and 40 ft-lb of torque for

Tighten 1/2" dia. anchors using 16 ft-lb of torque

STAINLESS STEEL CLAMP (SSC) DETAIL

GENERAL NOTES

ROAD NAME SIGN STRUCTURE MOUNT DETAIL

SECTION A-A

SECTION B-B

SIGN ELEVATION

" PL A368

" x 2" x 54 the current Oregon Standard Specifications.

All materials shall be in accordance with

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

DATE

SDR

BOOK NO.

CALC.

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

Professional Engineer.

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

TM800

PCMS DETAILS

TABLES, ABRUPT EDGE AND

T M

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

A B C

CW21-8A

(As noted)

36x18

C W

(Mount on TSS)

(As needed)

42x18

CW21-8C

OR

C

W

Plaques

CW21-9

Abrupt edge

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

mi.4 1 mi.4

1 mi.4

EDGE

ABRUPT

RIGHT

LEFT

(Roll-up sign)

(As needed)

EDGE

ABRUPT 32x11

32x11

32x11

CENTER

RIGHT

LEFT

10≤ W

30≤

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

TYPICAL ABRUPT EDGE DELINEATION

Smart Work Zone Systems Portable Traffic Signals

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

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

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

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

Install PCMS beyond the outside shoulder, when possible.

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

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

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

Flaggers, Traffic Control Measures, or as directed.

Coordinate and control pedestrian movements through a Temporary Accessible Route using

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

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

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

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

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

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

background of all temporary warning signs.

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

to indicate traffic movements.

Arrows shown in roadway are directional arrows sequential arrow boards.

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

Signs and other Traffic Control Devices (TCD)

07-2022 Added a note for TPARs

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

All materials shall be in accordance with

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

DATE

SDR

BOOK NO.

CALC.

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

Professional Engineer.

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

TM820

TEMPORARY BARRICADES

T M

.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, 2025 - November 30, 2025

Professional Engineer.

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

TM821

TEMPORARY SIGN SUPPORTS

T M

.d g n

14-JUL-2023N/A

J U

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" lag 8 31 -per support (typ.)

"x 3" lag screws8 32 -

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

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

Use Double Post TSS for a total

NOTES:

per support (typ.)

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

2 - 3/8" dia. bolts

4 - 2"x 6"

40"

"2 12 - 4"x 4"x 5

NOTES:

2' - 8" Sandbags

2' - 6"

A

"4

" - 12 ga. PSST2

" - 12 ga. x 4" PSST Stub2

PSST Stub

" - 12 ga. x 4" 2 12 A

See DETAIL A

" - 12 ga. PSST4

" - 12 ga. PSST4 sign (typ.)

48"x 48" per support (typ.)

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

joining brace and

" dia. bolt 8

NOTES:

1 - 2"x 4"

1 - 4"x 4"x 4"

2 - 2"x 4"

1 - 4"x 4"x 4"

1- 2"x 4" 40"

Sandbags lag screws

"x 4"8 34 -

4"x 4"x 10'

"x 3" lag screws8 32 -

2"x 4"x35" @ 45° angle

2"x 4"x 6"

"x 3" lag screws8 32 -

"x 4" lag screws8 34 -

" dia. bolts8 31 -

" dia. bolts8 31 -

" dia. bolts8 32 -

" dia. bolts8 31 -sign (typ.)

36"x 36"

" dia. bolts8 32 -

TEMPORARY SIGN SUPPORT GENERAL NOTES:

Sheeting

Retroreflective

Sheeting

Retroreflective

" Sheeting

Retroreflective m in and Right sides)

Sheeting (Left

Retroreflective

NOTES:

SIGN POST REFLECTIVE SHEETING PLACEMENT

Sheeting

Retroreflective Sheeting

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

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

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

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

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

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

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

Use A325 Bolts or equivalent.

welding. Repair Galvanizing according to ASTM A780.

designation G90. Remove Galvanizing from steel before

Galvanize steel according to ASTM A653 with coating

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

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

Society (AWS) D.1.1.

Weld steel according to American Welding

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

" PSST4

1Do not use bolt to secure 2

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

" - 12 ga. PSST to extend entire length 4

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

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

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

TSS posts.

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

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

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

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

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

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

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

Do not tip over TSS at any time.

Double Post Perforated Steel Square Tube (PSST) Single Post

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

Front Right Left Front FrontRight Left Side

(No Scale)

DETAIL A

" - 12 ga. PSST 4

" - 12 ga. PSST2

A A

(No scale)

SECTION A-A

the current Oregon Standard Specifications.

All materials shall be in accordance with

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

DATE

SDR

BOOK NO.

CALC.

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

Professional Engineer.

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

TM822

TEMPORARY SIGN SUPPORTS

T M

.d g n

01-JUL-2020N/A

J U

L

¼ ¼ as shown.

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

7' above the sidewalk is installed less than

If bottom of plaque

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

3' (min.)

4" max. *

2' (min.)

width is less than 6'

2' min. when the shoulder

6' - 12'

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

/W

1' min.

Urban Areas With Curb/Sidewalk surface, as shown.

minimum of 7'0" above pavement

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

Where temporary signs are located

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

Shoulder

Paved m in

R /W

1' min.

6' - 12'

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

TEMPORARY SIGN PLACEMENT

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

"8 d eg head and clip

" dia. pin wth4

"16 5"x 2

1"x 22 1L 2

"2

"16 5"x 2

1"x 22 1L 2

" Sch. 40 pipe2 1210"

"2

"2

6" max.

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

36" x 36" sign

2" Sch. 40 pipe

" Sch. 40 pipe2

Conc. Barrier

NOTES:

CONCRETE BARRIER SIGN SUPPORT

other than concrete.

Follow manufacturer recommendation when installing signs on barrier

Do not use clipped signs.

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

Place support at connection between two concrete barrier sections.

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

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

All structural steel shall conform to ASTM A36.

and pinned when not in use.

Drill additional holes so sign can be rotated 90 degrees

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

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

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

Rural Areas

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

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

All materials shall be in accordance with

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

DATE

SDR

BOOK NO.

CALC.

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

Professional Engineer.

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

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, 2025 - November 30, 2025

Professional Engineer.

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

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

½ MILE

CLOSED

RIGHT LANE

½ MILE

CLOSED

RIGHT LANE

AHEAD

WORK

ROAD

DOUBLE

FINES

(As needed)

54x18

CW21-8B

EDGE

ABRUPT

CENTER

(As needed)

54x18

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: June 1, 2025 - November 30, 2025

Professional Engineer.

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