Attachment A Plans~10.pdf

58V-045

BAKER & MALHEUR COUNTIES

OLD OREGON TRAIL HIGHWAY

DECK & CONC. PVMT. REPAIRS PROJECT

I-84: N. HUNTINGTON INTCHGE. BRIDGE

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(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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T. 14 S., R. 44 E., W.M.

T. 17 S., R. 46 E., W.M.

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ATROPS

N A

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MAY 2025

OLD OREGON TRAIL HIGHWAY

DECK & CONC. PVMT. REPAIRS PROJECT

I-84 N. HUNTINGTON INTCHGE. BRIDGE

STRUCTURES, PAVING & CONCTETE REPAIR

PLANS FOR PROPOSED PROJECT

DEPARTMENT OF TRANSPORTATION

STATE OF OREGON

ADMINISTRATION

FEDERAL HIGHWAY

DIVISION

OREGON

PROJECT NUMBER

NO.

SHEET

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

A01A01STATE

HUNTINGTON

I-84, M.P. 346.042 WB

I-84, M.P. 346.012 WB

I-84, M.P. 345.985 WB

I-84, M.P. 345.830 EB & WB

PROJECT LOCATIONS

PROSPECTIVE STAGING SITE

ONTARIO

I-84, M.P. 368.248 WB

PROJECT LOCATION

T O O

N T A

R

IO

TO HUNTINGTON

INDEX OF SHEETS

SHEET NO. DESCRIPTION

Title SheetA01

STANTON BLVD.

US30, M.P. 3.37

ODOT Sand Shed

PROSPECTIVE STAGING SITE

I-84, M.P. 368.248 WB

I-84, M.P. 346.710 EB

PROJECT LOCATION

Index of Sheets, ContinuedA02

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

UnityDayville 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

GoshenFlorence

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

R_M25002_ts_01.dgn :: Default 3/17/2025 3:45:58 PM hwye53h

58V-045

OLD OREGON TRAIL HIGHWAY

DECK & CONC. PVMT. REPAIRS PROJECT

I-84: N. HUNTINGTON INTCHGE. BRIDGE

ADMINISTRATION

FEDERAL HIGHWAY

DIVISION

OREGON

PROJECT NUMBER

NO.

SHEET

SEE SHEET A01

AVAILABLE UPON REQUEST

FINAL ELECTRONIC DOCUMENT

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

Standard Drawings located on the web at:

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Standard Dwg. Nos.

SHEET NO. DESCRIPTION

INDEX OF SHEETS, CONT.

ROADWAY DETAILS

General Construction

TRAFFIC CONTROL

BRIDGE

J02 112901

SHEET NO. DESCRIPTIONBDS DWG. NO.

STRUCTURE NO. 09123, HWY 6 OVER HWY 6 CONN (N. HUNTINGTON INTCHGE.)

Details

C01

BA02 Incl.

BA01 Thru Typical Sections

R/W Map No. None

EB04 Incl.

EB01 Thru Traffic Control Plan - Stage 1

J01 112900 Plan

BB04 Incl.

BB01 Thru Details

Traffic Control DetailsEA01

EC04 Incl.

EC01 Thru Traffic Control Plan - Stage 2

32" Concrete Barrier Type "F" Precast - RD500

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

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

And Maintenance Purposes Only

Precast Tall (42") Concrete Barrier- RD545

Precast Tall (42") Concrete Barrier- RD546

Asphalt Concrete Pavement (ACP) Details- RD610

Bridge ID Marker- BR195

Type "F" Concrete Rail- BR200

Transition Type "F" Concrete Rail to Guardrail- BR203

Pavement Marking Standard Detail Blocks- TM500

Durable & High Performance Pavement Markings Surface & Groove Installed- TM521

Non-Profiled

Alignment Layout: General- TM560

Tables, Abrupt Edge and PCMS Details- TM800

Temporary Barricades- TM820

Temporary Sign Supports- TM821

Temporary Sign Supports- TM822

Temporary Concrete Barrier And Rumble Strip Details- TM830

Temporary Impact Attenuators- TM831

Temporary Impact Attenuators- TM832

Temporary Impact Attenuators- TM833

Freeway Sections-Ramps- TM860

Freeway Sections- TM861

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

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2025.03.17 16:56:48

2025.03.17 17:00:27

2025.03.17 17:04:16 -07'00'

2025.03.17 09:22:18

2025.03.17 08:56:13

2025.03.17 08:57:56

2025.03.17 08:59:08

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2025.03.17 09:06:15 -07'00'

Date: 2025.03.13 15:27:04-07'00'

Date: 2025.03.13 15:28:09-07'00' 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: December 1, 2024 - May 31, 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

ODOT

ODOT

HWY 00

BR 00000

MP 00.00

RTE 00

000 000 0000

RTE

HWY

MP

BR

STRUCTURE

NAME

00.00

00000

000 000 0000

STRUCTURE

NAME

BRIDGE ID MARKER

IN RAIL TRANSITION

BRIDGE ID MARKER

Accompanied by dwg. TM570

Ground line

Post

See Dwg. TM570, Alternate 2 for mounting details on wood post.

Bridge ID Marker

Guardrail transition

6"

* May vary depending upon legend required.

3"

2" R

8"

Left justify text

Center logo horizontally on sign

8" Border all around

Telephone number of the appropriate

Center block text horizontally on sign

Agency Dispatch Center (center block text horizontally on sign)

Block text

GENERAL NOTES

See Special Provision 00842 for materials and mounting requirements not shown.

See bridge contract plans for locations of bridge ID markers.

Fabricate markers from sheet aluminum with nominal thickness of 0.063".

Furnish Type "G" green background with silver-white retroreflective legend according to 02910.

Text and numbers are Type B font.

Provide four 32" dia mounting holes, pattern to match post. Use same hole pattern for mounting on concrete surface.

See Bridge ID Marker Chart in Structure Plans for filling out block text.

B R

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-J U

L Y

-2

BR195

BRIDGE ID MARKER

02-JUL-2020N/A

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

DATE

SDR

BOOK NO.

CALC.

Effective Date: December 1, 2024 - May 31, 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*

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.

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" x 34" 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 with 14" 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" scored jt.

(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

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-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

PLAN

"2

9'-4" = 2

(3) spaces @ 3'-1"4

7'-9" = 4

(5) spaces @ 1'-65'-0" taper "4

Approach Slab

Edge of Bridge Concrete Bridge Rail W6 x 9, typ. *

ELEVATION

Guardrail Transition, each

Plans

See Grading

(2) 0.105" thick elements.

Thrie beam rail, double thickness, element. See Std. Dwg. RD410 thickness, (1) 0.135" thick

Thrie beam rail, single

B

Front FaceBack Face

Bars "a"

Bar "b" joint. See Bridge Plans joint filler or expansion

" preformed expansion 4

(6) - #7 x 10'-0"

DETAIL A

2'-6"

"2

11"4

See Detail A

Thrie Beam Terminal Connector

Post

A

A

" cl. typ.2

Bars "a"

Bar "b"

(2) - #5

2" cl.

SECTION A-A

c l.

5'-0" taper

(6) - #7 x 10'-0"

#4

W8 x 15

W6 x 9

SECTION B-B

FRONT VIEW SIDE VIEW BACK VIEW

B

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

Hot dip galvanize after fabrication.

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

GENERAL NOTES:

THRIE BEAM BLOCK (W8 x 15)

" max. beyond nut. Grind smooth and cold galvanize.4 3extend with low-impact rotary drill. Cut bolts after installation so they

") in hardened concrete 8 1Drill horizontal bolt holes (bolt dia. +

NOTE:

Pay Length for Bridge Rail

"851'-jam nuts, snug tight.

washers and lock nuts or A325), w/std. steel

" dia. bolts (ASTM 8 7(6) -lock nuts or jam nuts.

(on back side) and w/std. steel washers bolts (ASTM A307)

" dia. post 8 5(2) -

Alternate with full length bars @ 6" #4 x 7'-0" @ 12" with 180° hook blocks, typ.

8" x 8" timber

W8 x 15, typ.

#4

Rebar Placement

Sketch c l.

t y p c l.

� Holes

End of Bridge Approach Slab

All posts to be of same material.

* Transition posts may be steel W6x9 or timber 8" x 8".

" typ.4

" dia. holes, typ.4

4"

"2

B R

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-J A

N -2

BR203

GUARDRAIL

CONCRETE RAIL TO

TRANSITION TYPE "F"

Update: Changed RD480 to RD48210-2020

20-JAN-2023N/A

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

on 20'-4" Bridge Approach Slab.

No scoring joint for Bridge Rail

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: December 1, 2024 - May 31, 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

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: December 1, 2024 - May 31, 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

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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: December 1, 2024 - May 31, 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.

RD503

MAINTENANCE PURPOSES ONLY

TEMPORARY INSTALLATION AND

PIN AND LOOP ASSEMBLY FOR

PRECAST CONCRETE BARRIER

R D

.d g n

REVISED DETAILS AND NOTES04-2021

14-JUL-2023N/A

J U

L

12-2021 REVISED NOTES

06-2023 REVISED NOTES, DETAILS AND TITLE CHANGE

LOOP BAR DETAIL

END VIEW A-A END VIEW B-B

" DIA.4

LOOP BAR

SIDE VIEW

TOP VIEW

grout, as directed non-shrinking finish flush with

(when reqd.)

2" dia.holes

"U" loop bar and

10" rad.

slots

"x2"2

" chamfer4

" x 2" slots2

#4 bars

" cl.2

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

Dimensions marked thus are to the intersection point

" rad.4

" chamfer4

" rad.8

"x2" slots2

#4 bars

" cl.2

10" rad

"x2" slots2

"2

" chamfer4 keyway continuous

"2

"x52 keyway continuous

"2

"x52

"2

12"

"2

24"

" "2

" rad.4

T y p

12"

24"

"8

** 2

"8

** 4

" chamfer4

3'-3"

3'-3"

"8

2" ±

45°

"2

MEDIAN BARRIER

PLAN

ELEVATION

A

A

B

B

"2

2"

Laying length 12'-7"

Edge length 12'-6"

#4 Stirrup pairs

18"

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

18"

5"

"2

3'-1

" dia. loop bar4 scupper

3"x12" bars each face

4 - 11'-8" #4

2"

2" dia. holes (When reqd.)

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

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

For details not shown, PIN AND LOOP CONNECTION

SECTION C-CPLAN

CC

in place.

partially

Pin shown

(See general note 7) as directed

Grout over connecting pin, 1" clearance

" dia. loop bar4

" chamfer4

"U" loop bar

SHOULDER BARRIER

(NARROW BASE)

"8

2** side

Traffic

" 2

"8

"2 where reqd.

paving ledge

"x4"2

"2 grade

Finish "2

"2

"4

12"

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

Barrier used as shoulder*

"8

4**

** "8

"2 side

Traffic 2

4 " grade

Finish

(Secured)

12" min.

12"

24"

24" (Secured)

*66" (Unsecured)

(Unsecured)

*24" min.

(STANDARD)

(When reqd.)

and 2" dia. hole

"U" loop bar

(When reqd.)

and 2" dia. hole

"U" loop bar

#4 Rebar

(MEDIAN BARRIER)

#4 Rebar

(SHOULDER BARRIER)

STIRRUP ''M''

STIRRUP ''S''

"4

4"

"4

4"

4"

18"-22"

Var.

4"

8"

8"

"U' LOOP BAR DETAIL

#4 bar

"8

STANDARD BARRIER PIN

ALTERNATE PIN DETAILPIN DETAIL

side Traffic

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

12" or 2

1"x8 UNC placement beveled to facilitate

" may be2 1Bottom placement beveled to facilitate

" may be2 1Bottom

1"

"16

1" dia. pin

1" dia. pin shown.

part of pin or shall be welded as

1. Washer shall be forged as integral

PIN NOTES:

3° the current Oregon Standard Specifications.

All materials shall be in accordance with

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

DATE

SDR

BOOK NO.

CALC.

Effective Date: December 1, 2024 - May 31, 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 concrete, unless otherwise shown.

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

barrier.

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

fabrication.

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

installations.

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

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

than 8 feet in width shall be secured to roadway.

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

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

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

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

concrete median barrier with pin and loop

5. Temporary concrete barrier to be precast on plans.

locations with backfill behind barrier as shown

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

Normal use of precast barrier units is restricted3.

1425 feet shall be 25 feet.

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

INSTALLATIONS.

ONLY. DO NOT USE FOR NEW PERMANENT

INSTALLATION AND MAINTENANCE PURPOSES

THIS DRAWING IS RETAINED FOR TEMPORARY1.

THIS SHEET:

GENERAL NOTES FOR ALL DETAILS ON

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

DATE

SDR

BOOK NO.

CALC.

Effective Date: December 1, 2024 - May 31, 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:

ODOT PROJECTS.

COMPLIANT AND IS APPROVED FOR USE ON

CONDITION IS ASSUMED TO BE MASH TL-3

11. ALL EXISTING 42" BARRIER IN GOOD

with a minimum 2" of grout, as directed.

When scuppers are not required, plug them10.

RD500.

For barrier location details, see Std. Dwg.9.

barrier as shown on plans.

only at locations with backfill behind

Narrow base shoulder barrier to be used 8.

RD502.

To anchor median barrier see Std. Dwg. 7.

base barrier weight is 6550 pounds.

per 12.5 foot unit length, estimated narrow

Estimated barrier weight is 8070 pounds 6.

inch. 32 location shown to a tolerance of

Perforated C-shape shall be placed in 5.

inch , typical.4

Chamfer all edges 4.

than 770'.

is restricted to curves with radii greater

Normal use of precast tall median barrier 3.

after fabrication.

connectors shall be hot-dip galvanized

All pins, bolts, dowels, loop bars, and 2.

otherwise.

nearest face of concrete unless shown shown and shall be 2 inches clear of the

All reinforcing bars shall be full length as 1.

C-SHAPE DETAIL

PLAN ELEVATION

HOLE DETAIL

PLAN

ELEVATION

C shape

C shape chamfer, typ."2 x 8"4

12'-6" barrier length typ ty p

C C

B

B 12'-7" laying length, center joint to center joint

" edge of barrier2

12"-5

A

A scupper

3"x12""4

31 bars, each face

7 - #4 longitudinal

(See note 5 for casting instructions)

" thick steel plate16 Cut from Perforated C-shape hole, see Hole Detail

" slotted2

"x14 connection joint

Center of barrier

"8

24"

18" scupper

3"x12"

18"

"4

" R

"4

2 6 spaces @ 12" nominal

@ 4"

3 spaces "4

@ 4"

3 spaces

@ 6"

4 spaces

@ 6"

4 spaces joint to center joint

" center8

12'-7" ±

@ 4" on center

5 - 2" dia.holes 2""8

"2

24" connection joint

Center of barrier connection joint

Center of barrier

"2

" R

R

R"8

R"8 5 "

"8

"2

"8

"8

R

RD545

CONCRETE BARRIER

PRECAST TALL (42")

R D

.d g n

UPDATED DRAWING TO CONNECT07-2022

12-JUL-2024N/A

J U

L

01-2023 REVISED NOTES

06-2024 REVISED NOTES

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

DATE

SDR

BOOK NO.

CALC.

Effective Date: December 1, 2024 - May 31, 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:

APPROVED FOR USE ON ODOT PROJECTS.

ASSUMED TO BE MASH TL-3 COMPLIANT AND IS

11. ALL EXISTING 42" BARRIER IN GOOD CONDITION IS

minimum 2" of grout, as directed.

When scuppers are not required, plug them with a10.

For barrier location details, see Std. Dwg. RD500.9.

plans.

locations with backfill behind barrier as shown on

Narrow base shoulder barrier to be used only at 8.

To anchor median barrier see Std. Dwg RD502. 7.

6,550 pounds.

unit length, estimated narrow base barrier weight is

Estimated barrier weight is 8070 pounds per 12.5 foot 6.

inch. 32 to a tolerance of

Perforated C-shape shall be placed in location shown 5.

inch, typical. 4

Chamfer all edges 4.

to curves with radii greater than 770'.

Normal use of precast tall median barrier is restricted 3.

shall be hot-dip galvanized after fabrication.

All pins, bolts, dowels, loop bars, and connectors 2.

shown otherwise.

shall be 2" clear of the nearest face of concrete unless andAll reinforcing bars shall be full length as shown 1.

END VIEW A-A END VIEW B-B

SECTION C-C

TYPICAL SECTION

SHOULDER BARRIER

TALL NARROW BASE

BARRIER END BOLT

U-BAR

* Vertical back barrier drawing and on dwg. no. RD545.

details not shown, see other barrier details on this

Only use against retaining walls or as directed. For

"8

10" overlap

"4 as shown

14-#4 for spacing dwg. no. RD545 elevation on

#4 stirrup, see

9" when required

Scupper, 2"

26"

10" 10"6" typ.

8" keyway

Continuous non-shrink grout as directed required), finish flush with

2" diameter holes (when bolt, both ends blockout for

1" radius b lo c k o u t x x

1 b lo c k o u t for bolt, both ends

2" radius blockout

R ty p.

1-"U1" bar

1-"U2" bar

1-"U3" bar

1-"U1" bar

1-"U2" bar

1-"U3" bar

"4

C-shape bottom of perforated

Fillet weld nut to

1"

2" see dwg. no. RD545

C-shape, for details

2" radius

1" radius sheet

Bolt detail this

See Barrier End

"4

"8

6" overlap

9" where required

"x4" paving ledge2 typ.

"2

6" 1 2"10"

8"

#4 bar

U1 = 8"

"2

U3 = 12

10"= U2

") *2

(9

" ) *4

(8

(7")*

2" barrier bolt

1" diameter

RD546

CONCRETE BARRIER

PRECAST TALL (42")

R D

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CREATED NEW DRAWING07-2022

12-JUL-2024N/A

J U

L

01-2023 REVISED NOTES

06-2024 REVISED NOTES

07-2024 REVISED NOTES AND DETAILS

RD610

DETAILS

PAVEMENT (ACP)

ASPHALT CONCRETE

R D

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25-JUL-2017N/A

J U

L

1" in 5'

Feather base course Taper 1" in 5'

AT GRAVEL APPROACHES

METHOD OF FEATHERING ACP PAVEMENT

OR BRIDGE ENDS WHEN NOT OVERLAYING THE BRIDGE

ACP PAVEMENT MATCH AT PROJECT ENDS

METHOD OF MATCHING EXTG. ACP INLAY SURFACING

TABLE 1

METHOD A *

METHOD B *

TAPER LENGTHS

ACP wearing course

(When present)

Feather ACP base course

Extg. pvmt.

See "EDGE DETAIL"

Extg. pvmt.

wearing course thkn.

ACP unfeathered

See project plans for method.

Taper (See Table 1)

Cold plane pvmt. removal

Taper (See Table 1)

Cold plane pvmt. removal

Posted Speed Taper Length

1" per 50' 45 mph

1" per 100'> 45 mph

See "EDGE DETAIL"

Extg. pvmt.

wearing course thkn.

ACP unfeathered top ACP base course

Construct non-feathered

(See "EDGE DETAIL")

Top of ACP base, Extg. pvmt.

ACP wearing course

(When present)

Feather ACP base course

Extg. gravel surfacewearing course thkn.

ACP unfeathered

Thkn. - Var. (2" to 0)

Aggr. base

Thkn. - Var. (2" to 0)

(When present)

Asph. conc. base course

(Thkn. as shown on plans)

ACP wearing course

Extg. pvmt.

Thkn. - 2"

(When present)

ACP base course e x tg p v m t.

E d g e o f

See "EDGE DETAIL"

ACP wearing courseExtg. pvmt.

See "EDGE DETAIL"

Extg. A.C. pvmt.

Cold plane pvmt. removal

(Inlay to extg. asphalt conc. pvmt.)

not acceptable

Mill edge as shown

Nom. depth

Sawcut & seal

EDGE DETAIL

the current Oregon Standard Specifications.

All materials shall be in accordance with

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

DATE

SDR

BOOK NO.

CALC.

Effective Date: December 1, 2024 - May 31, 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

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

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: December 1, 2024 - May 31, 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

TM521

NON-PROFILED

SURFACE & GROOVE INSTALLED

PAVEMENT MARKINGS

DURABLE & HIGH PERFORMANCE

T M

.d g n

Changed groove width for 4 in. markings07-2021

20-JAN-2023N/A

J A

N

Top of pavement

Marking Width

Thickness Material

SURFACE INSTALLED MARKINGS

Marking Length

A

Width

Marking

Thickness Material

Depth

Groove

Marking Length Taper 3 ± 1 in.

Taper 3 ± 1 in.

General Notes:

Durable Method 'A' & Method 'D'

2) See Standard Specification 00850.46 for marking installation tolerances.

1) See Standard Drawing TM500 and/or project plans for marking length and width dimensions.

B

GROOVE INSTALLED MARKINGS

B

GROOVE INSTALLED GROOVE AND MATERIAL DIMENSIONS

SECTION B - B

Var. 25 mils

Var.

Pavement Marking Material Type Thickness Material

Groove Depth

High Performance

Recess Depth

Marking Material

Pavement Marking Material Type

SECTION A - A

to top of material from top of pvmt.

Recess depth Top of pavement

Durable Method 'A' & Method 'B' & Method 'D'

25 mils High Performance

Thickness

120 mils 220 ± 20 mils 45 ± 5 mils

60 ± 10 mils

SURFACE INSTALLED MATERIAL THICKNESS

Marking width + 1 ± 0.125 In.

01-2023 Changed groove width back to previous width for 4 in. markings the current Oregon Standard Specifications.

All materials shall be in accordance with

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

DATE

SDR

BOOK NO.

CALC.

Effective Date: December 1, 2024 - May 31, 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

TM560

ALIGNMENT LAYOUT: GENERAL

T M

.d g n

Extended accompanied by drawings to include TM50407-2020

07-01-2020N/A

25' max.

25' m ax.

contrasts with pavement surface.

Aerosol paint. Use color that highly

Control Points

50' max.50' max.

' m ax

Control Points

* Control points are placed along the lane line for all longitudinal lines except the following:

lines only For center

1.) Use control points to make continous narrow guideline as specified.

General note:

for a ND line when used as a center line.

A control point layout 4" offset from the lane line is required

50' max.

CONTROL POINT LAYOUT - TANGENT SECTIONS

CONTROL POINT

L

CONTROL POINT LAYOUT - CURVE SECTIONS

L E G E N D

ND

L

1' TYP.

striping plans.

Lane line dimensions are shown on the

L

L

L

L

To be accompanied by Standard Dwg. Nos. TM500 thru TM504 the current Oregon Standard Specifications.

All materials shall be in accordance with

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

DATE

SDR

BOOK NO.

CALC.

Effective Date: December 1, 2024 - May 31, 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: December 1, 2024 - May 31, 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: December 1, 2024 - May 31, 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: December 1, 2024 - May 31, 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…