00017747 Exhibit 6 Plans.pdf

UNION COUNTY

OLD OREGON TRAIL HIGHWAY

MEDIAN BARRIER REPAIR PROJECT

I-84 EASTBOUND: M.P. 258.83

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

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AUGUST 2026

UNION COUNTY

OLD OREGON TRAIL HIGHWAY

MEDIAN BARRIER REPAIR PROJECT

I-84 EASTBOUND: M.P. 258.83

STRUCTURE & BARRIER

PLANS FOR PROPOSED PROJECT

DEPARTMENT OF TRANSPORTATION

STATE OF OREGON

T. 2 S., R. 37 E., W.M.

F

O T

N E

MTRAPED

N

O G

E R

O

N

OI

T

ATROPS

N A

R T

ADMINISTRATION

FEDERAL HIGHWAY

DIVISION

OREGON

PROJECT NUMBER

NO.

SHEET

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

A01A01STATE

INDEX OF SHEETS

SHEET NO. DESCRIPTION

Title SheetA01

R/W Map No. - N/A

Standard Dwg. Nos.

C01

ROADWAY CONSTRUCTION

General Construction

BRIDGE

J01 Plan and Notes

J02 Bridge Rail Removal Details

114596

SHEET NO. B.D.S. DWG. NO.

114597

DESCRIPTION

STRUCTURE #19684

Securing 32" Concrete Type "F" And Tall 42" Precast Concrete Barrier To The- RD502

Cast-In-Place Concrete Barrier Transition To Concrete Bridge Rail Type "F"- RD520

Type "F" Concrete Rail- BR200

Transition Type "F" Concrete Rail To Guardrail- BR203

I-84, MP 258.83 EB

PROJECT LOCATION

LA GRANDE

Tables, Abrupt Edge and PCMS Details- TM800

Temporary Barricades- TM820

Temporary Sign Supports- TM821

Temporary Sign Supports- TM822

Freeway Sections- TM861

Roadway

32" Concrete Barrier Type "F" Precast - RD500

32" Concrete Barrier Type "F" Precast Reinforcing- RD501

Concrete Barrier Cast-In-Place- RD505

Cast-In-Place Tall Concrete Barrier Transition To Standard Concrete Barrier- RD560

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

BA01 Details

R_M26046_ts_01.dgn :: A01 8/5/2026 9:17:41 AM hwye53h

2026.08.04 15:38:19 -07'00'

2026.08.04 15:44:23 -07'00'

2026.08.05 07:36:50-07'00'

2026.08.05 07:38:16-07'00' 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*

4"

16"

Concrete

Bars "a" & longit.

1" added Ht.

Fixed Forms

Slip Formed Bars "A", "C" & "E"

Detail "A"

14.83 #/ft.

4"

4"

2"cl

2"

2"

1'-0"

2"

2"dee p

4"

(When Required by Bridge Plans)

2"cl.71 2" 71

2"

2'-8" Ht.

0.11 ft.³/ft.

10.81 #/ft.

Bar weight assume scoring joints at 15'-0" ctrs.

10" R.

4" R.

2"cl.

Roadway Width

4"

2"

8"

8"

1'-4"

2" 8"

3"

Details shown are general details only and should be modified as needed to fit specific project requirements.

"N"

Max. Joint

Traffic

Direction

"J"

Opening + 1"

3"

"J"+1 2"

4" 8" Steel Back

Cover Plate.

"J" = Joint Opening at mean temp. See

Project Plans.

Opening + 2"

4"

8"

Spanned distance

@ Mean Temp.

m in

Max. Joint

E x p a n s io n J t.

F il le r)

P re fo rm e d

Provide 1" dia. hole through barrier

@ 10'-0" for anchorage connectors

2" 71

2" typ.

4" V-Groove

Csk Screw

Bars "b"

Bars "a"

Finish Grade

1" radius

(typ.)

1" radius

(typ.)

4" Preformed

Expansion Joint Filler

8" Steel Front Cover Plate

#3 bolster "U" bar

0.545 ft C.G.

c l.

c l.

m in c l.

typ.

**2-#4

Detail "B"

4" wide x 11

2" deep poured joint filler

4" preformed expansion joint filler

V a ri e s c l.

**2-#4 Bars "C"

7-#4 Bars "C".

Stop 2" clear at open or exp. joints and rail ends.

**2-#4 Bars "E"

2" x3

4" scoring all faces above top of deck

Finish

Grade

Detail "C" Detail "A"

3" cl.

2" deep scored joint t y p

Finish

Grade

Scoring joint, see bridge plans for location. Place at equal spaces

15'-0" max. between all other joints.

See Elevation for extra bars at open or exp. joints and rail ends.

typ.

1" dia. hole through barrier

@ 10'-0" for anchorage connectors

1" dia. hole through barrier @ 10'-0" for anchorage connectors, starting at 4'-0" from bridge abutment.

See TYPICAL SECTION (Fixed Forms) and Elevation for details not shown, "Z" bars not shown for clarity.

3-12" dia.

x 11 2" long cap screws into resin bonded anchors (backside of rail only)

Expansion Joint or 2" to 1" Open Joint

(see Bridge Plans for

Exp. Joint width)

Use when water drains towards rail and no deck joint seal is used.

Use joint fillers for length of joint opening "J"+6".

#4 Bar "b" @ 71 2"

#4 Bar "b"

@ 71 2"

#4 Bar "a"

@ 15"

1"X3"X10"± polyfoam compression joint sealer

(Evazote or approved equal)

Roughen construction joint

See dwg. BR203 for rail on approach slab.

#4 Bar "a" @ 71 2"

See PLAN: BARS AT OPEN OR

EXPANSION JOINTS AND RAIL ENDS.

Add 4 extra Bar "a"

(or "A") front and back face plus 4 extra Bar "b" each side of open or exp.

joints and at rail ends.

Rail designed and crashed tested to meet NCHRP 350 TL-4 requirements.

Provide all reinforcing steel conforming to ASTM A706 or AASHTO M31

(ASTM A615) Grade 60.

Place all bars 2" clear of the nearest face of concrete unless shown otherwise.

Provide Class 3300 - 11 2 or 34 concrete.

Provide steel cover plates conforming to AASHTO M183 (ASTM A36).

Hot dip galvanize after fabrication.

At skewed bents up to 20° make joints parallel to the bent center line.

For skews greater than 20° make joints normal to rail.

Type "B" Joint, place at � interior bents with continuous deck

2-#4 Bars "Z" x panel length, 2" cl. required in all panels adjacent to ends and all joints except scoring joints.

Double tie to bars "A", "b" and #4 longitudinal bars for 12" each end. Bend as shown for 12" lap splice.

Place inside rebar cage and tie to back bars.

2"11

4"

2"

GENERAL NOTES:

NOTES:

Scoring joint, see bridge plans for location. Place at equal spaces 15'-0" max. between all other joints.

Type 'B' Joint with1 4" Preformed

Expansion Joint Filler. Place at � interior bents with continuous deck.

2.23 ft.³/ft.

NOTE:

3-12" dia. x 1" long

Csk galv. bolts A307 into resin-bonded anchors (front side of rail only)

#3 bolster "U" bar @ 30" max. ctrs. and each side of joints.

4"

Section A-A Detail "A"

Section C-C Section B-B

Detail "B"

#4 BAR "A"

#3 BOLSTER

"U" BAR

Detail "C" scoredjt.

(typ.)

2" deep scored joint (typ.), see Section A-A.

Appy Detail "C".

Place top of parapet 2'-8" above finish grade. Increase dimensions marked thus (*) by depth of ACWS.

** Continuous thru scoring and Type 'B' joints, stop 2" clear at ends and open or exp. joints.

6-#4 longit. bars.

Stop 2" clear at open or exp. joints and rail ends

2" clr. 2" clr.

B R

.d g n

-J A

N -2

BR200

TYPE "F" CONCRETE RAIL

Revised notes and rebar callouts.01-2023

19-JAN-2024N/A

General text revisions.01-20242

ELEVATION: CONCRETE BRIDGE RAIL (SLIP FORMED)

ELEVATION: CONCRETE BRIDGE RAIL (FIXED FORMS)

AND RAIL ENDS

OR EXPANSION JOINTS

PLAN: BARS AT OPEN

TYPICAL SECTION (FIXED FORMS)

TYPICAL SECTION (SLIP FORMED)SECTION D-D

EXPANSION JOINT COVER PLATE

ESTIMATED QUANTITIES

OPEN OR EXPANSION JOINT DETAIL

(FIXED FORMS)

(SLIP-FORMED)

SCORING JOINT DETAIL

(SLIP-FORMED)

TYPE "B" JOINT DETAIL

(FIXED FORMS)

TYPE "B" JOINT DETAIL

DETAIL "D"

C

C A

A

A

AB

B

D D

#4 Bar "A" @ 71 2"

#4 Bar "A" @ 71 2"

ACCOMPANIED BY DWGS.:

BR203

drawing RD407 for details

6"x8" block, see standard

W 6 x 9, typ.

W 8 x 15, typ.

Bridge rail pay length

"4 31'-0

"4 3" = 7'-94

35- spaces @ 1'-6 "219'-4" =2 13- spaces @ 3'-15'-0" taper

Concrete bridge rail

Edge of bridge approach slab on 20'-4" bridge approach slab.

No scoring joint for bridge rail

NOTE

End of bridge approach slab

8" x 8". All posts to be of same material.

Transition posts may be W 6 x 9 or timber

NOTE

PLAN

ELEVATION

joint. See Bridge Plans joint filler or expansion

" preformed expansion4

6- #7 x 10'-0"#4Bar set "a", typ.

Bar "b", typ.

connector, see Detail A Thrie beam terminal

SeeGuardrail transition, each

2- 0.105" thick elements Thrie beam rail, double thickness, see standard drawing RD410 1- 0.135" thick element, Thrie beam rail, single thickness, Plans

Grading

SECTION A–ADETAIL A SECTION B–B

A

A

"2111"417� holes

2'-6" "851'-0 � post lock nuts or jam nuts (on back side) and standard steel washers (ASTM A307) with

" dia. post bolts8 52-jam nuts, snug tight and lock nuts or standard steel washers (ASTM A325), with

" dia. bolts8 76-

B

B to installing through bolts.

sleeves for through bolts. Remove PVC sleeves prior Contractor's option (or similar) to use greased PVC

Grind smooth and cold galvanize.

" max. beyond nut.4

3installation so they extend concrete with low-impact rotary drill. Cut bolts after ") in hardened8

1Drill horizontal bolt holes (bolt dia. +

NOTE

cl.

2" c l."

c l.

alternate with full length bars @ 6" #4 x 7'-0" @ 1'-0" with 180° hook, ty p c l.

cl.

"211

"217

#4

6- #7 x 10'-0"

#4

2- #5 taper 5'-0"

W 6 x 9

W 8 x 15

Bar set "a"

Bar "b"

SKETCH

PLACEMENT

REBAR

(W 8 x 15)

THRIE BEAM BLOCK

Hot dip galvanize after fabrication.

Provide steel for wide-flange posts conforming to AASHTO M183 (ASTM A36).

GENERAL NOTES

SIDEFRONT BACK

"43

4"

" dia. hole, typ.4

Front face Back face

Accompanied by drawings BR165, BR200, RD401, RD402, RD407, RD408, RD410, RD412.

B R

.d g n

J A

N

BR203

GUARDRAIL

CONCRETE RAIL TO

TRANSITION TYPE "F"

Update: Changed RD480 to RD48210-2020

10–JAN–2025N/A

2 01-2023 Revised accompanied by dwg references, General text revisions.

3 01-2025 CAD standards updatesAdded contractor option note;

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

1 2

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, 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

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 width6.

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 with4.

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 bar4

" 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, 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

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. hole4

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

Concretepavement Edge of paved shoulder pin, typ.

galv. A36 steel anchoring

" long4

" dia. x 212

Precastconcretebarrier Precastconcretebarrier

Concretepavement

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.A36steelanchoring long36""dia.x2

" x 4" Pin slot8

(Min.)

12"

M in

Edge of paved shoulder

M in

AsphaltConcretepavement AsphaltConcretepavement no.RD501

Seestd.drg.

METHODS OF SECURING CONCRETE BARRIER TO ROADWAY

PLATE WASHER DETAIL

Precastconcretebarrier

Precastconcretebarrier 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, 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 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

RD505

CAST-IN-PLACE

CONCRETE BARRIER

R D

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REVISED NOTES AND DETAILS06-2023

14-JUL-2023N/A

J U

L

(CONTRACTION JOINT)

SHOULDER BARRIER

MEDIAN BARRIER

DETAIL ''T''

DETAIL ''S''

(EXPANSION JOINT)

(NARROW BASE)

SECTION G-G

PLAN

G

G

ELEVATION

#4 Rebar #4 Rebar

STIRRUP ''S''STIRRUP ''M''

MEDIAN BARRIER SHOULDER BARRIER

(STANDARD)

to provide a smooth transition between the slopes.

point of the barrier slopes. Const. the 10" radius

Dimensions marked thus are to the intersection**

#4 Stirrup bars

" rad.2

"2

#4 bar (Typ.)

10" rad.

Finish grade shear key continuous

2"x12" cl.

"2

1 2

24" filler

" preformed2

"8 3** 2

"8 7** 4 " **8

" **8

"4

"2

"4 down 1' of back face.

contraction joint on front face top and Where shldr. barrier is backfilled, provide

NOTE:

1"2 saw Score and

3 m in

Finish grade

" 1 ra d

" 6

"2

"4 ra d

(See left) reinforcement #4 bar

24"

"8 7** 4

"8 3** 2

"2

"2 where reqd.

Paving ledge

Finish grade ra d

" "4

"2

"8 7** 4

"8 3** 2

" preformed filler2 centered in cross-section 3 - 1" dia. x 24" dowels

Lubricate dowels dowel caps Metal or plastic

Expansion joints 120' center to center

2" 18" nom.

20" nom.

20" nom.

20" nom.

20" nom.

20" nom.

20" 10"

#4 Stirrup pairs between expansion joints Contraction joints 12.5' centers joint joint to expansion from expansion face continuous 4 - #4 bars each

8"

4"

"4

"4

4"

4"

4"

8" from all expansion joints Stop reinforcement 2" see Detail ''S'' Expansion joint, centered in cross-section 3 - 1" dia. x 24" dowels dowel caps Metal or plastic

Lubricate dowels

" preformed filler2 through all contraction joints Reinforcement to be continuous see Detail ''T'' Contraction joint, Finish grade joint to expansion joint continuous from expansion 4 - #4 bars each faceshear key continuous 2"x12" 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 hot-dip galvanized after fabrication.

All pins, bolts, dowels, loop bars, and connectors when present shall be5.

concrete barrier that is maintained for use in temporary installations.

details (when being anchored). See Std. Dwgs. RD515 and RD516 for See Std. Dwg. RD502 for new permenent installations barrier anchoring4.

position.

Reinforcement shown is the minimum required for all barriers in final3.

behind barrier as shown on plans.

Narrow base shoulder barrier to be used only at locations with backfill2.

unless otherwise shown.

All reinforcement shall be 2 inches clear of nearest face of concrete1.

GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:

RD520

CONCRETE BRIDGE RAIL TYPE "F"

BARRIER TRANSITION TO

CAST-IN-PLACE CONCRETE

R D

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14-JUL-2023N/A

J U

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10" 4"

Metal or plastic dowel caps

B

B

A

A

12" of face of concrete

" clear8 joint filler. Stop

" thkn. preformed expansion4

Type "F"

Conc. bridge rail, continuous shear key

2"x12" shldr. barrier

Median barrier or dowels

3 - 1" dia. x 24"

6"

9"

9"

Finish grade stirrup pairs

Modified #4 shear key

2"x12" continuous bars each face

4 - 11'-10" #4

Traffic side

Pay limit for conc. bridge rail

(See general note 8)

Var. 6.25' to 18.75'

1'-8" nom.

shldr. barrier

Pay limit for

10"

Tr af fic si de

Va r.

6.

't o .7 5'

(S ee ge ne ra ln ot e 8)

Tr an sit io n shear key

2"x12" continuous conc. bridge rail

Dowels shall be embedded 12" into

3 - 1" dia. x 24" dowels (greased).

8"

4"

8"

4" 4"

4"

"4

2"4

CAST IN PLACE TRANSITION

STIRRUP PAIR

MODIFIED

STIRRUP PAIR

MODIFIED

PLAN

#4 Rebar

SECTION A-A

#4 Rebar

SECTION B-B

transition section.

Dimension variable through

(Looking at side away from traffic) barrier specified, see general note 6 details shall be as detailed for the

End configuration and connection

ELEVATION

*8" barrier specified, see general note 6 details shall be as detailed for the

End configuration and connection 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 transition length and end configurations of connecting barriers.

require varying lengths between 6 foot 3 inch and 18 foot 9 inch. Field verify

Normal length for cast-in-place transition is 12 foot 6 inches. Site conditions may7.

for details not shown.

at transitions. Dowelled connection is an acceptable alternative. See Std. Dwg. RD505

Field verify end configurations of connecting barriers prior to forming connections6.

Not for use on bridge end panel.5.

fabrication.

All pins, bolts, dowels, loop bars, and connectors shall be hot-dip galvanized after4.

See Std. Dwg. BR200 for Concrete Bridge Rail, Type "F".3.

face of concrete, unless otherwise shown.

All reinforcing shall be full length as shown and shall be 2 inches clear of nearest2.

use in temporary installations.

Std. Dwgs. RD515 anad RD516 for securing concrete barrier that is maintained for new permanent installations barrier anchoring details (when being anchored). See

See Std. Dwgs. RD500 and RD505 for details not shown. See Std. Dwg. RD502 for1.

GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:

RD560

STANDARD CONCRETE BARRIER

BARRIER TRANSITION TO

CAST-IN-PLACE TALL CONCRETE

R D

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REVISED NOTES12-2021

15-JUL-2022N/A

J A

N

A

A

B

B

(see general note 6)

12'-6" Cast-in-place transition general note 3)

(See Std.Dwg. RD545 &

C-Shape (See Std. Dwg. RD500 & general note 3)

Loop bars

(see general note 6)

12'-6" Cast-in-place transition

(See Std. Dwg. RD500)

Standard conc. barrier

(See Std. Dwg. RD545)

Tall conc. barrier

4"

8" 12"

5" transition from A-A to B-B. See general note 6)

(Dimensions shown will be variable throughout

"2

24"

9"

26" for spacing see elev. view

Stirrup pairs, as shown

14 - #4 grade

Finish

Longitudinal bars

12 - #4 for spacing see elev. view

Stirrup pairs, grade

Finish continuous key

Full width continuous key

Full width

4" each

3 sp. @ 4" each

3 sp. @

3" grade

Finish

(See Std.Dwg. RD545 & general note 3)

C-Shape

Full width continuous key

(See Std. Dwg. RD500 & general note 3)

Loop bars

3" 6" each

4 sp. @

(see general note 6)

10" spaces nominal, as required

Modified #4 stirrups

6" each

4 sp. @

" 4

SECTION A-A SECTION B-B

END VIEW B-BEND VIEW A-A

A B

A B

CAST-IN-PLACE TRANSITION ELEVATION

MODIFIED #4 STIRRUPS

CAST-IN-PLACE TRANSITION PLAN

transition length and end configurations of connecting barriers.

Site conditions may require varying lengths between 6'-3" and 18"-9". Field verify

6. Normal length for cast-in-place transition is 12'-6".

fabrication.

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

4. See Std. Dwgs. RD500, RD505 & RD545 for details not shown.

RD505 for details not shown.

at transitions. Dowelled connection is an acceptable alternative. See Std. Dwg.

3. Field verify end configurations of connecting barriers prior to forming connections

".4

2. Chamfer all edges of the nearest face of concrete unless shown otherwise.

" clear2

1. All reinforcing bars shall be full length as shown and shall be placed 1

GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:

7 - #4 longitudinal bars, each face 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

TM800

PCMS DETAILS

TABLES, ABRUPT EDGE AND

T M

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12-JUL-2024N/A

J U

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Freeway

Use aggregate wedge when abrupt edge is 2 inches or greater.

four feet wide protect longitudinal abrupt edge as shown.

When paved shoulders adjacent to excavations are less than

NOTES:

shoulder, as far as practical.

Place cart / generator / power supply off of the on 10' spacing.

Use six tubular markers in shoulder taper outside shoulder, where practical.

Install Flagger Station Lighting beyond the

2" or GreaterExtg. pavement aggregate base rock

Shoulder or message sign (PCMS)

Portable changeable

20'

100'

4' B(III)R

Temp. Plastic Drums

Lighting

Flagger Station

50'

10'

Markers

28" Tubular

Place roll-up signs in advance of barricades.

plaques to the sign face using hook and loop fasteners.

If roll-up signs are used, attach the correct (CW21-9) throughout excavation area at spacings shown.

Continue signing and other traffic control devices

"RIGHT" (CW21-8C) riders with "LEFT" (CW21-8A) riders.

8' B(III)R barricades with 8' B(III)L barricades and replace the

If the excavation is located on left side of traffic, replace the abrupt edges of 1 inch or greater.

or other roadway work. Use abrupt edge signing for longitudinal

Abrupt edges may be created by paving, operations, excavations

GENERAL NOTES FOR ALL TCP DRAWINGS:

for max. spacing.

See TCD Spacing Table

Temp. Plastic Drums for max. spacing.

See TCD Spacing Table

28" Tubular Markers

UNDER TRAFFIC

UNDER CONSTRUCTION

EXCAVATION ABRUPT EDGE SIGN (PCMS) INSTALLATION

PORTABLE CHANGEABLE MESSAGE

LIGHTING DELINEATION

FLAGGER STATION

Sl.1:3

TAPER TYPES & FORMULAS

TEMPORARY BARRIER FLARE RATE TABLE

TAPER FORMULA

Merging (Lane Closure)

Shifting

Shoulder Closure

Flagging (See Drg. TM850)

Downstream (Termination)

"L"

"L"3 1"L"/3 or

50' - 100'

Varies (See Drawings)

"L"2 1"L"/2 or the Speed from the Tables below:

Use Pre-Construction Posted Speed to select

For Lane closures where W < 10', use "L" value for W = 10'.

Limit spacing adjustments to 30% of the "A" dimension for all speeds.

When necessary, sign spacing may be adjusted to fit site conditions.

Place traffic control devices on 10 ft. spacing for intersection and access radii.

NOTES:

SPEED (mph) MINIMUM FLARE RATE

M I N I M U M L E N G T H S T A B L E

"L" VALUE FOR TAPERS (ft) BUFFER "B" (ft)W = Lane or Shoulder Width being closed or shifted

20:1

19:1

18:1

16:1

14:1

12:1

10:1

9:1

8:1

FREEWAYS

SPEED (mph) W = 12 W = 14 W = 16

TRAFFIC CONTROL DEVICES (TCD) SPACING TABLE

20 - 30

35 - 40

45 - 55

60 - 70 700

100 100

15001000 2640

100 20

Device Spacing (ft)

Max. ChannelizingSign Spacing (ft) SPEED (mph)

A B C

CW21-8A

(As noted)

36x18

C W

(Mount on TSS)

(As needed)

42x18

CW21-8C

OR

C

W

Plaques

CW21-9

Abrupt edge

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

mi.4 1mi.4

1mi.4

EDGE

ABRUPT

RIGHT

LEFT

(Roll-up sign)

(As needed)

EDGE

ABRUPT 32x11

32x11

32x11

CENTER

RIGHT

LEFT

10≤W

30≤

W/60, S = Speed, W=WidthS45: L = WS, Speeds < 45: L =≥formula, for Speeds For Shoulder closures where W < 10', use "L" value for W = 10' or calculate "L" using

TYPICAL ABRUPT EDGE DELINEATION

Smart Work Zone Systems Portable Traffic Signals

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

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

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

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

Install PCMS beyond the outside shoulder, when possible.

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

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

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

Flaggers, Traffic Control Measures, or as directed.

Coordinate and control pedestrian movements through a Temporary Accessible Route using

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

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

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

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

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

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

background of all temporary warning signs.

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

to indicate traffic movements.

Arrows shown in roadway are directional arrows sequential arrow boards.

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

Signs and other Traffic Control Devices (TCD)

07-2022 Added a note for TPARs

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

All materials shall be in accordance with

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

DATE

SDR

BOOK NO.

CALC.

Effective Date: 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

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01-JUL-2020N/A

J U

L

LC

CL

CL

CL

sheeting on rail encapsulated lens

White and orange

Extg. ground

" 6 m in m in m in m in

V a r

4' min. - 8' max.

m in

V a r m in

"6 m in

24" min. - 48" max.

sheeting on rail encapsulated lens

White and orange

Extg. groundExtg. ground sheeting on rail encapsulated lens

White and orange

M in

V a r

"6

24" min.

direction toward which traffic must turn in detouring.

it is desirable that the stripes slope downward in the

Where a barricade extends entirely across a roadway, at an angle of 45° in the direction traffic is to pass.

Markings for barricade rails shall slope downward directions from the center of the barricade.

slope the chevron striping downward in both

Where both right and left turns are provided for, local road users.

across roadway unless access is required for may be used. Extend barricades completely

For full roadway closures, the C or LR barricade

NOTES:

Traffic Traffic

(For approaching traffic)(For approaching traffic)

(For approaching traffic)

Traffic

(For approaching traffic)

Traffic

BARRICADE RAIL LAYOUT

DIAGRAM FOR BARRICADE PLACEMENT AND SLOPE MARKING

BARRICADE NOTATION

B(III)R

LT. SIDE - L

CLOSED - C LT. / RT. - LR

RT. SIDE - R

TYPE I TYPE II TYPE III

is signed according to the TCP. See Dwg. No. TM844.

closed and a temporary pedestrian accessible route (TPAR)

Do not place barricades in sidewalks unless sidewalk is facility is properly closed and signed.

Do not block bike lanes or shoulders unless the space is limited.

Use 4' Type III barricades where horizontal

Use barricades from ODOT Qualified Products List (QPL).

Rails must be 8" min. to 12" max. in height.

For rails less than 36" long, 4" wide stripes shall be used.

from barricade.

Ballast shall not extend above bottom rail or be suspended may be placed on lower frame to provide additional ballast.

Sandbags (approximately 25 lb sack filled with sand)

GENERAL NOTES FOR ALL DETAILS:

Barricade type

Barricade on the roadway

Indicates barricade placement the current Oregon Standard Specifications.

All materials shall be in accordance with

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

DATE

SDR

BOOK NO.

CALC.

Effective Date: June 1, 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

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14-JUL-2023N/A

J U

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4"x 4"x 12'

2 - 2"x 4" @ 45° angle

2"x 6"x 37"

36"

Sandbags per side (typ.)

lag screw

"x 3"8 31 -per side (typ.)

" dia. bolts8 32 -screw per side (typ.)

"x 3" lag8 31 -per support (typ.)

"x 3" lag screws8 32 -

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

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

Use Double Post TSS for a total

NOTES:

per support (typ.)

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

2 - 3/8" dia. bolts

4 - 2"x 6"

40"

"2 12 - 4"x 4"x 5

NOTES:

2' - 8" Sandbags

2' - 6"

A

"4

" - 12 ga. PSST2

" - 12 ga. x 4" PSST Stub2

PSST Stub

" - 12 ga. x 4"2 12 A

See DETAIL A

" - 12 ga. PSST4

" - 12 ga. PSST4 sign (typ.)

48"x 48" per support (typ.)

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

joining brace and

" dia. bolt8

NOTES:

1 - 2"x 4"

1 - 4"x 4"x 4"

2 - 2"x 4"

1 - 4"x 4"x 4"

1- 2"x 4" 40"

Sandbags lag screws

"x 4"8 34 -

4"x 4"x 10'

"x 3" lag screws8 32 -

2"x 4"x35" @ 45° angle

2"x 4"x 6"

"x 3" lag screws8 32 -

"x 4" lag screws8 34 -

" dia. bolts8 31 -

" dia. bolts8 31 -

" dia. bolts8 32 -

" dia. bolts8 31 -sign (typ.)

36"x 36"

" dia. bolts8 32 -

TEMPORARY SIGN SUPPORT GENERAL NOTES:

Sheeting

Retroreflective

Sheeting

Retroreflective

" Sheeting

Retroreflective m in and Right sides)

Sheeting (Left

Retroreflective

NOTES:

SIGN POST REFLECTIVE SHEETING PLACEMENT

Sheeting

Retroreflective Sheeting

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

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

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

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

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

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

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

Use A325 Bolts or equivalent.

welding. Repair Galvanizing according to ASTM A780.

designation G90. Remove Galvanizing from steel before

Galvanize steel according to ASTM A653 with coating

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

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

Society (AWS) D.1.1.

Weld steel according to American Welding

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

" PSST4

1Do not use bolt to secure 2

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

" - 12 ga. PSST to extend entire length4

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

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

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

TSS posts.

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

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

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

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

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

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

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

Do not tip over TSS at any time.

Double Post Perforated Steel Square Tube (PSST) Single Post

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

Front Right Left Front FrontRight Left Side

(No Scale)

DETAIL A

" - 12 ga. PSST4

" - 12 ga. PSST2

A A

(No scale)

SECTION A-A

the current Oregon Standard Specifications.

All materials shall be in accordance with

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

DATE

SDR

BOOK NO.

CALC.

Effective Date: 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

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01-JUL-2020N/A

J U

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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

TM861

FREEWAY SECTIONS

T M

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01-JUL-2020N/A

J U

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"L"

2'

W 8-

NOTES:

EDGE

ABRUPT

(All stages)

36x24

R2-6aP

B A 2 A

30'±30'±

300'±

30'±

300'±

Median

A

A

A

AC B A

See INSET "A"

Median mi.±2

30'±30'±30'±

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

under construction

End of area under construction

Start of area traffic adjacent to

Abrupt edge

Use "LEFT SHOULDER CLOSED" sign.

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

NOTE:

Sequential Arrow

(Mount on TSS)

(As needed)

(Mount on TSS)

(Mount on TSS)

C W

C W

W a

W a

W

(Roll-up sign)

CW21-9

32x11

32x11

32x11

(All stages)

36x24

R2-6aP

(All stages)

36x24

R2-6aP

W

W

W

W

W

W

W

W

Traffic

Under

Construction

Under

1000'

Taper

"B"

Buffer

"B"

Buffer

"B"

Buffer

"B"

Buffer

"B"

Buffer

AHEAD

WORK

ROAD

DOUBLE

FINES

CLOSED

SHOULDER

RIGHT

CLOSED

SHOULDER

RIGHT

"L"

RIGHT

LEFT

CENTER

AHEAD

WORK

ROAD

DOUBLE

FINES

½MILE

CLOSED

RIGHT LANE

½MILE

CLOSED

RIGHT LANE

AHEAD

WORK

ROAD

DOUBLE

FINES

(As needed)

54x18

CW21-8B

EDGE

ABRUPT

CENTER

(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, 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

TM880

(PAVING OPERATIONS)

SPEED REDUCTION

FREEWAY or DIVIDED HIGHWAY

T M

.d g n

01-JUL-2021N/A

J U

L

07-2021 Revised sign sequence and PCMS message.

W 4-

AHEAD

WORK

ROAD

FINES

DOUBLE (All stages)

36x24

R2-6aP

W

AHEAD

CLOSED

LANE

RIGHT

W

30'±

A

A B

"L" (Non-Fwy)

1000' Taper (Fwy)

8' B(III)R

Median

A A

"B"

Buffer 2

A

1000'

See INSET "A"

Area Under Construction

Machine

Paving

Trailer 1

Speed

Radar

8' B(III)R

Arrow Sequential

"L"PCMS

NOTES:

30'±

30'±

AHEAD

WORK

ROAD

FINES

DOUBLE

W

W

5AHEAD

CLOSED

LANE

RIGHT

W

(All stages)

36x24

R2-6aP

YY

YY

30'±

ZZ

ZZ

ROAD WORK

END

CG20-2A, 48x24

EDGE

ABRUPT

(Roll-up sign)

CW21-9

32x11

32x11

32x11

YY

W

C W

EDGE

ABRUPT * *

C W a x

C W a

Trailer 2

Speed

Radar

EDGE

ABRUPT

C W

C W a

BUMP

(A s n ee d ed

W

Operations

End of Paving

300'±mi. ±4 1mi. ±2

mi. max4 1mi. ± ***2

mi. ±4

Operations

Paving

Start of

A

A

(Mount on Finish Roller)

2-line PCMS

(Mount on Intermediate Roller)

2-line PCMS

Machine

Paving

IN ROAD

WORKERS*

XX MPH

SLOW TO

WORKERS

SLOW FOR

IN ROAD

WORKERS

GENERAL NOTES FOR ALL DETAILS:

@ 80 ft. max spacing.

28" Tubular Markers

TM800 for max. spacing.

See TCD Spacing Table on

28" Tubular Markers

TM800 for max. spacing.

See TCD Spacing Table on

Temp. Plastic Drums

UNDER TRAFFIC

UNDER CONSTRUCTION

CENTER

LEFT

LIMIT

SPEED

LIMIT

SPEED

LIMIT

SPEED

LIMIT

SPEED

LIMIT

SPEED

30x36

R2-1

48x60

R2-1

48x60

R2-1

48x60

R2-1

W 3-

(CW21-9) sign face using hook and loop fasteners.

If roll-up signs are used, attach the correct plaques to the "ABRUPT EDGE" mile intervals throughout the active work area where applicable, as shown.2 plaques and "ROAD WORK XX MPH" (CW20-1a) to be installed on

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

Use "ABRUPT EDGE" (CW21-(7,9)) and "BUMP" (W8-1) signing for

1000' +/-mile of the paving machine.4 1Maintain "Radar Speed Trailer 2" within a and TCD, as shown. Move "Radar Speed Trailer 2" as work progresses.

paving operations, place the "Radar Speed Trailer 2" and other signing mile from the start of the2 1Once the Paving Machine is approximately

1000' or less in advance of existing SPEED LIMIT signs, or as directed.

speed limit. Do not install the two "SPEED LIMIT ZZ" signs if located

Install two "SPEED LIMIT ZZ" (R2-1) signs displaying the pre-construction

10 mph below speed zone order for non-freeways ("YY"-10)

15 mph below speed zone order for freeways ("YY"-15)

(CW20-1a) signs, as follows:

Use speed of "XX" on 2-line PCMS and "ROAD WORK XX MPH"

Mount PCMS on finish and intermediate rollers, as shown.

(Must be accompanied by an approved Speed Zone Order)

ONE LANE CLOSURE WITH SPEED REDUCTION (PAVING OPERATIONS)

Freeway or Divided Highway

(Signing Detail)

INSET "A"

Operations

Paving

Start of

Trailer 1

Speed

Radar after rollers have completed compaction.

mile spacing, as shown,4 1Place a Type III barricade in closed lane on on Dwg. No. TM800 to determine Taper Length "L" and Buffer Length "B".

Unless otherwise shown, use the "MINIMUM LENGTHS TABLE" use 36x36 signs, as shown on Dwg. Nos. TM821 and TM822.

If the inside shoulder in either direction is less than 4'

Flaggers are not permitted to stop or hold freeway traffic.

or high-speed divided highways.

paving or pavement preservation activities on freeways

Drawing intended for continuous or intermittantly moving

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

Do not delineate Radar Speed Trailers. Locate trailer as shown, or as directed.

Speed Zone Order from the State Traffic Engineer.

Speed Limit of "YY" shown on signs to be determined by an approved

CLOSED 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

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

To determine sign spacing A, B, and C, use "TRAFFIC work progresses.

Decrease Tubular Marker spacing to 40 ft. behind the paving machine as

YY

LIMIT

SPEED

W 3-

5 YY

LIMIT

SPEED

48x60

R2-1

A A

RIGHT

X MILES

NEXT

WORKZONE

SPEED

STEADY

MAINTAIN

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