23PW01 - Plan Set Vol 2.pdf

RD115

MONUMENT BOX

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25-JUL-2017N/A

J U

L

" "8

"8

10" rad.

20" dia.

M O

N

UME

N T concrete placement support monument box during

Place aggregate as req'd. to

Aggr. drainage matl. thkn. 4".

(To be set by others)

Monument as required grade

Finish

" max.4 grade

Finish

"4

4 " rad.4

" rad.8

4" rad.

" rad.8

" rad.4

" rad.4

" rad.8 m in

"4

"8

1"

"2

"4

" rad.4

" rad.4

1" iron

Cast

"4

"2

"16

"4

"2

"2

A

B

9"

8"

A

"2

"2

"2

"2

"2

"2

Raised letters

" ra d.

" rad.

"43

"2

"2

"4

2 "4

2"

2" "2

"2

"4

3 "4

3"

3"

A

B

DIM.

ADJUSTMENT HEIGHT

RISER RING

RISER RING TABLE

AA

PLAN

SECTION A-A

SECTION OF RAISED LETTER

SECTION

RISER RING

PLAN OF COVER

approved equal commercial grade concrete or

Quick set baggedconcrete mix,

1. See project plans for details not shown.

GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:

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, 2023 - November 30, 2023

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

RD258

ASSEMBLY

OPERATOR EXTENSION

VALVE BOX AND

R D

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25-JUL-2017N/A

J U

L

W A

T E

R iron rod

Wrought

Raised lettering

Finish grade

Cast iron cover

(6" dia. min.)

Cast iron valve box

PVC valve box extension welded to pipe shaft

2" square operator nut pipe shaft

" Schedule 802

Operator extension

"8

"x2

"x22

Flat bar cupped capscrews

"square head4

"x8 around to flat bar tube welded all long steel square

"x2"8

3"x3"x Gravel bedding

"2 inside diameter minus diameter = valve box extension welded to pipe shaft

" steel plate:8

Rock guard, See general note 8 m a x .4 m in

A d ju s ta b le t o m in

F r o m m a x valve box and cover

Sliding type cast iron

Pavement or ground

PVC valve box extension

(See detail this sheet)

Operator extension

(See general note 4) or conc. block, aggregate base (4" thick)

"-0 compacted4

Finish grade

9. See project plans for details not shown.

8. Provide concrete or asphalt pad (24" square, 4" thick), when required.

7. Casting shall meet H20 load requirement.

6. Hot dip galvanize operator extension after fabrication.

" all around.4

5. Welds shall be minimum

Valves greater than 12" shall be installed on precast concrete block, (4" thick).

4. Valves 12" and smaller shall be provided with compacted aggr. base on undisturbed ground.

3. Center valve box on axis of operator nut.

2. Operator extension required when valve nut is deeper than 4' from finish grade.

1. Valve box not to rest on operating assembly.

GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:

ASSEMBLY DETAIL

VALVE BOX

VALVE BOX EXTENSION SECTION

COVER PLAN

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, 2023 - November 30, 2023

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

RD376

CAP AND INLET ADJUSTMENT

STRUCTURES, SIPHON BOX, INLET

MISCELLANEOUS DRAINAGE

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14-JUL-2014N/A

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L

36"

50"

X

Y

6"8"

6"

Ditch flow

V a ri a b le specified

Pipe as

18" min.

36" W min.

36"

#4 hoop

8"

6" (See general note 6)

Ditch flow

W36"

36"

W

W

Y

X

(For details not shown, see Std. Dwg. RD366)

ADJUST EXISTING INLETCONCRETE INLET CAP

SIPHON BOX

SIPHON BOX AND COVER

SIPHON BOX COVER

PLANPLAN

PLAN

END VIEW

PLAN

END VIEW

AA

SECTION A-ASECTION A-A

AA

SECTION A-A

AA

SECTION A-A

AA

of ditch to suit size of pipe and shape determined by the Engineer shape of opening to be

Dimension ''W'' and size and

(See general note 7)

Pipe connection varies (Typ.)

Ditch flowline

7. See Std. Dwg. RD339 for pipe to structure connections.

6. Alignment of ditch, siphon box, and pipe varies, see project plans.

5. All precast products shall conform to requirements of ASTM C913.

4. Max. pipe diameter varies with pipe material.

3. See Std. Dwg. RD336 for tracer wire details.

RD364.

Size frame and grate to match dimensions of siphon box used, see Std. Dwg.

2. If metal frame and grate is reqd. conform to details for Type 1grate.

concrete unless otherwise shown or noted.

1. All reinforcement to be placed a minimum of 2" clear of nearest face of

GENERAL NOTES FOR ALL DETAILS ON THIS SHEET:

note 3)

(See general

Tracer wire Top of bank at 12" ctrs. max.

#4 bars spaced equally

#4 hoop note 3)

(See general

Tracer wire bars at 12" ctrs. max.

All reinforcement to be #4

NOTE:

at 12" ctrs. max.

#4 bars spaced equally pressure treated.

All wood shall be

NOTE:

16d nail (Typ.)

Anchor bolts deck plank size

Top planks to match

Anchor bolts

Do not countersink into planks bolts, washers, and nuts.

x12" galv. anchor2

4 -

" gap between planks2

Lay with

3"x6" or 3"x8" plank deck.

ea. end of each plank

2 - 16d nails (Typ.)

grade

Finish m in

3 4 m in measurements.

X & Y dimensions to be determined by field

NOTE:

Asph. conc. surfacing wall thkn.2

6" norm.

Extg. inlet

3" clear of top face of concrete.

" min.2 face of concrete and 3

" min. clear of bottom2 cap 1

Place bars in concrete inlet

@ equal spacing

10-#4 bars

@ equal spacing

8-#4 bars Extg. grate

Finish grade m in measurements.

X & Y dimensions to be determined by field

NOTE:

Extg. grate

6" norm.

Extg. inlet 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, 2023 - November 30, 2023

Professional Engineer.

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

All materials shall be in accordance with

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

DATE

SDR

BOOK NO.

CALC.

Effective Date: June 1, 2023 - November 30, 2023

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

RD1010

TYPE 2, 3, 6, 7, 10 AND 11

INLET PROTECTION

R D

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REMOVED CALC BOOK NUMBERS01-2021

20-JAN-2021N/A

J A

N

01-2021 MOVED NOTES UP FROM OVERLAPPING THE SHEET BORDER

20" min. 20" min.

Flow Flow

Drainage grate

Flo w

Flow water

Filtered water

Filtered

NOT TO SCALE

NOT TO SCALE NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

COMPOST FILTER SOCK OR WATTLE - TYPE 7

GEOTEXTILE/WIRE MESH/AGGREGATE - TYPE 2 PREFABRICATED FILTER INSERT - TYPE 3

SOD PROTECTION - TYPE 6

CURB INLET SEDIMENT DAM - TYPE 10 WATTLE BARRIER WITH FILTER INSERT - TYPE 11

CURB INLET PERSPECTIVE VIEW

AREA DRAIN PERSPECTIVE VIEW

AREA DRAIN PLAN

compost filter socks

Sandbags are not necessary for sandbags to hold wattles in place.

Compost filter sock or wattle. Use

Flo w

Wire tied (Typ.)

grate

Drainage

(Typ.)

Surface flow

3' mi n.

F lo w

Flow

Flow

Curb face inlet

3' mi n.

curb inlet opening to scale to show

Straw wattle not drawn

Insert -Type 3, (not shown)

Prefabricated Filter

Overflow spillway

Catch basin

F lo w

Curb face inlet

Flow vertical bars

Zip-tie to

Flow

Zip-ties over inlet mouth) dam (fit snugly

Curb inlet sediment

Va

r. 3

6" to sediment dam

Curb inlet

3' OC to hold in place end of wattle and

Place a sandbag at each or wattle filter sock

Compost

Inside diameter

12" plans and notes wattle, size varies. See

Compost filter sock or flo w (typ

Su rface not feasible when staking is

Secure with zip-tie around inlet basin

Min. 6' of sodFlow

Flow

Flow

Flow

#5 Rebar

Geotextile insert overlap

Sewn 6"

#5 Rebar

Flow

Grate

Flow overlap

Sewn 6" aggregate

Open graded depth over inlet

Aggregate, 12" min.

Wire mesh

Geotextile at 3' OC in pavement areas

Hold in place with sandbags to prevent sock movement.

3' OC, typ. Tie sock at overlap

2"x2"x36" wooden stakes areas sandbags at 3' OC in pavement movement. Hold in place with

Tie sock at overlap to prevent sock

2"x2"x36" wooden stakes 3' OC, typ.

from entering the catch basin.

as needed to prevent sediment laden water

Adjust, replace or modify the inlet protection site.

filter insert or wattle prior to leaving the wattle to force storm water to flow through side of opening tight against curb. Adjust

Install wattles over opening and 36" to each detail.

Install prefabricated filter insert per Type 3

Type 11 - Wattle barrier with filter insert are combined at a catch basin.

where at-grade inlet grate and curb inlet required for use with inlet filter insert mouth. Curb inlet sediment dam is

Fit curb inlet sediment dam snugly into inlet

Type 10 - Curb inlet sediment dam installations.

use synthetic mesh socks for temporary used safely.

or areas where the larger socks can be

Use 12" to 18" dia sock in non-traffic areas

(Type 7 cont.)

12" compost filter socks necessary for

Sandbags are not hold wattles in place.

Use sandbags to

Sandbags (typ.).

areas.

Use 8" to 12" dia sock on curbside in traffic recommendations (12"min., 36" max.).

Overlap ends of sock per manufacturers of the sock.

6" into ground and flush with the top

Drive 2"x2" wood stakes a minimum of

Type 7 - Compost filter sock

Field fabricated inserts are not allowed.

entering project storm systems.

prevent the potential of sediments accompanied by additional BMP's to overflow are allowed only when

Prefabricated inserts with provisions for manufacturer recommendations.

to the plans, special provisions, and

Install prefabricated filter inserts according

Type 3 - Prefabricated filter inserts

Install aggregate over the geotextile fabric.

structure.

wire mesh and perimeter area around

Place sediment fence geotextile over the

Place the wire mesh over the grate.

Type 2 - Geotextile/wire mesh/aggregate

NOTES:

harvest of the sod of inlets within 36 hours of

Install sod around the perimeter

NOTE:

TM500

STANDARD DETAIL BLOCKS

PAVEMENT MARKING

T M

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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°

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°

Direction of Traffic

CH

For lane lines in drop lanes

LL

For lane lines in acceleration/deceleration lanes

40'

40'

40'

10'

10'

40'

For lane extensions and bike lane extensions For lane extensionsFor lane extensions

TM-40

30'10'

8'

40'

20'

30'

10'

40' 40'

30'

30'

(Typ.)

Wheel Stop

YD

NPL

YBWB

TWL

WD-2

NPR

ND

Direction of Traffic

YLD

TM

4 " space

NDW

Thru Traffic Side

WD

D

YW-2W

2'

4" space

36°

36°

L

4" space

4" space

4"

4"

30'

4" YELLOW LINE

4" WHITE BROKEN LINE

4" space

LL

L

L

LL

LL L

L

LL

8'8'

6'6' 6'

2'2'

8'

1' space

8'

4" YELLOW BROKEN LINE

8" WHITE LINE4" WHITE LINE

10'

40'40'

8'

2'

1'

1'

1'

8" WHITE DOTTED LANE LINE4" WHITE DOTTED LANE LINE

Yellow Line Narrow Double

Yellow Line Narrow Double

YIELD LINE (white) for field layout angle orientation for field layout angle orientation for field layout angle orientation striping plans

Lane line dimensions are shown on the Or Thru Traffic Side

Direction Of Traffic, Increasing Stationing

1' WHITE BARS AT 20' SPACING

CHEVRON BARS

BICYCLE YIELD LINE (white)

4" YELLOW LINES

NO-PASS RIGHT

Yellow Line Narrow Double for field layout angle orientation

4" white line

R o u te

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

1' WHITE BARS AT 20' SPACING

TRANSVERSE SHOULDER BARS

4" YELLOW DOTTED LINE

4" white line

1' YELLOW BARS AT 40' SPACING

TRANSVERSE MEDIAN BARS

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

Increasing Stationing Increasing Stationing

Yellow Line Narrow Double

2' (Typ.)

8" WHITE DOTTED LINE 4" WHITE DOTTED LINE

1' YELLOW BARS AT 20' SPACING

TRANSVERSE MEDIAN BARS

3' 5"

4" YELLOW LINES

NO-PASS LEFT

4" YELLOW LINES

TWO-WAY LEFT TURN

TWO 4" WHITE LINES

NARROW DOUBLE NO-LANE CHANGE

TWO 4" YELLOW LINES

DOUBLE NO-PASS

TWO 4" YELLOW LINES

NARROW DOUBLE NO-PASS

(thru traffic side )

HC

4.5' min.

min.

4.5' min.

4.5' min.

4.5' the current Oregon Standard Specifications.

All materials shall be in accordance with

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

DATE

SDR

BOOK NO.

CALC.

Effective Date: June 1, 2023 - November 30, 2023

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

TM501

PAVEMENT MARKING

T M

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Some Detail Blocks moved to new Std. Drawing TM50407-2020

01-03-2022N/A

8'9"

8'9" 8'9"

1'6"

8'9"

8'9"

8'9"

1'6"

8'9"

1'6"

'1

6' 5"

6'

3'4"

6'

6'

6'

8'9"

6'

3'4"

6'

3'4"

6'

1'

1'

1'

1'

6"

6"

6"

1'6"

6"

6'

6" 6"6"

For arrow proportion details, see current version of Standard Highway Signs

For arrow proportion details, see current version of Standard Highway Signs

2. Arrow and letter dimensions nominal, excluding WWA.

1. Center pavement markings within the lane width.

General Note:

For arrow proportion details, see current version of Standard Highway Signs

For arrow proportion details, see current version of Standard Highway Signs version of Standard Highway Signs

For arrow proportion details, see current

For arrow proportion details, see current version of Standard Highway SignsFor arrow proportion details, see current version of Standard Highway SignsFor arrow proportion details, see current version of Standard Highway Signs

For arrow proportion details, see current version of Standard Highway SignsFor arrow proportion details, see current version of Standard Highway Signs For arrow proportion details, see current version of Standard Highway Signs

For arrow proportion details, see current version of Standard Highway Signs

For arrow proportion details, see current version of Standard Highway Signs

For arrow proportion details, see current version of Standard Highway SignsFor arrow proportion details, see current version of Standard Highway Signs

12'

12'

19'

12'

19'

12' 9"

24'

12' 9"

9' 6"

18'

6'

E-SA

WWA

E-LSA

RA RSALSASA

E-LA E-RA

1'

2'

8'

9'

E-RSA E-RALA E-RSLA

11' 11'

1'

1'

1'

RSLA

LA

12' 9"

8'

RALA

6'

19'

8'

12'

RIGHT TURN STRAIGHT LEFT TURN ARROW (white)

LEFT TURN ARROW (white)

RIGHT TURN LEFT TURN ARROW (white)

RIGHT TURN ARROW (white)

WRONG-WAY ARROW (white)

(white)

ELONGATED LEFT TURN STRAIGHT ARROW

(white)

ELONGATED RIGHT TURN STRAIGHT ARROW

ELONGATED LEFT TURN ARROW (white) ELONGATED RIGHT TURN ARROW (white)

ARROW (white)

ELONGATED RIGHT TURN STRAIGHT LEFT TURN

ARROW (white)

ELONGATED RIGHT TURN LEFT TURN

RIGHT TURN STRAIGHT ARROW (white)LEFT TURN STRAIGHT ARROW (white)STRAIGHT ARROW (white)

ELONGATED STRAIGHT ARROW (white)

3'4"

FISH-HOOK LEFT TURN ARROW (white)

F-LA

13'

1'

7'

For arrow proportion details, see the current ODOT Traffic Line Manual

1'

7'

For arrow proportion details, see the current ODOT Traffic Line Manual

1'

7'

For arrow proportion details, see the current ODOT Traffic Line Manual

1'

7'

For arrow proportion details, see the current ODOT Traffic Line Manual

F-SA

16'

1'

For arrow proportion details, see the current ODOT Traffic Line Manual

1'

For arrow proportion details, see the current ODOT Traffic Line Manual

F-RALA F-RSA F-LSA F-RSLA

(white)

FISH-HOOK RIGHT TURN LEFT TURN ARROW

FISH-HOOK STRAIGHT ARROW (white) (white)

FISH-HOOK RIGHT TURN SRAIGHT ARROW

(white)

FISH-HOOK LEFT TURN STRAIGHT ARROW

TURN ARROW (white)

FISH-HOOK RIGHT TURN STRAIGHT LEFT

13' 10"

7'

3'4"

7'

3'4"

16'

3'4"

19' 4"

3'4"

19' 4" 7'

'1

'5 version of Standard Highway Signs

For arrow proportion details, see current

20°

LRA-L LRA-R

Edge Line

LEFT LANE ENDS (white)

LANE REDUCTION ARROW -

20°

Left Edge Line Centerline or

RIGHT LANE ENDS (white)

LANE REDUCTION ARROW -

01-2022

Fish-hook Arrows added, LRA split into LRA-L and LRA-R

Corrected bubble callout of LRA-L and typo in LRA-R 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, 2023 - November 30, 2023

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

TM502

PAVEMENT MARKING

T M

.d g n

Changed min. width of TM/B from 6' to 4.5'07-2020

01-03-2022N/A

For Centerline or Left Turn Lane

20'

LL

20'

LL

2" Space

4" Space

4" Space

10'

L

10'

Thru Traffic Side

L

15'

10' 15'

40'

15'

15'

40'

L E G E N D

2" Space

20'20'

40'

15' 15'

40'

LL

4" Space both left and right in this symbol Bi-directional yellow marker reflects yellow

15'

15' 15'

Direction Of Traffic

3'

LL

L

LL

L 15'

15'

15'

3'

LL

9'

12'

12'12'12'12'

9'

12'

Direction Of Traffic

12'

20'20'

L

10'

10'

40' 40'

LL

36° L

L

Direction Of Traffic

L

1'6" 2'

4' 10'

40'40'

80'

15"

4" Yellow Type II Button

80'

12'

4" Space

2" Space

4" Space

20'

4"

4"

40'40'

20' 40'

2" Space

40'

LL

Increasing Stationing

L

40'40'

L

40'

20' 20'

40'

LL

2" Space

24'

12'

L

20'

Thru Traffic Side

L

L

Direction Of Traffic

L

12'

9' 3'

L

LL

L For Centerline

LL

L

2" Space

20'

L 2" Space

20'20'

4'6"

4'6"

4'6"

15'

15'

10'

L

Direction Of Traffic

L

80'

20'

LL

20'

2" Space

4"

4"

LL

2" Space

20' 20'

WB

R-40

YB

R-40

TRANSVERSE MEDIAN BAR SUBSTITUTION

BUTTON

TM

B

YB

R-80

WHITE DOTTED LANE LINE SUPPLEMENTATION

REFLECTORS WITH 4" WHITE DOTTED LANE LINE

DLL

R-12

4" White Mono-Directional Type I Reflector

4" White Mono-Directional Type I Reflector

WIDE DOTTED LANE LINE SUPPLEMENTATION

REFLECTORS WITH 8" WHITE DOTTED LANE LINE

4" White Mono-Directional Type I Reflector

YELLOW BROKEN LINE SUPPLEMENTATION

REFLECTORS WITH 4" YELLOW BROKEN LINE

YELLOW BROKEN LINE SUPPLEMENTATION

REFLECTORS WITH 4" YELLOW BROKEN LINE

WHITE BROKEN LINE SUPPLEMENTATION

REFLECTORS WITH 4" WHITE BROKEN LINE

12" max.

angle orientation for field layout

Narrow Double Yellow Line

DLL-2

2R-12

CHANNELIZING LINE SUPPLEMENTATION

REFLECTORS WITH 8" WHITE LINE

Mono-directional crystal white marker reflects white to the left in this symbol

W-2 2R-20R

CHANNELIZING LINE POSITIONING GUIDE

REFLECTORS WITH 8" WHITE LINE

4" White Mono-Directional Type I Reflector

4" Yellow Bi-Directional Type I Reflector

4" Yellow Bi-Directional Type I Reflector

NO-PASS LEFT POSITIONING GUIDE

REFLECTORS WITH 4" YELLOW LINES

TWL

R-40

General note:

1) Surface mount Raised Pavement Markers (RPMs) unless otherwise specified.

4" Yellow Bi-Directional Type I Reflector

TWO WAY LEFT TURN POSITIONING GUIDE

REFLECTORS WITH 4" YELLOW LINES

Thru Traffic SideThru Traffic Side

Thru Traffic Side

Thru Traffic Side

Lane line dimensions are shown on the striping plans

Direction Of Travel, Increasing Stationing or Thru Traffic Side

Increasing Stationing

4" White Mono-Directional Type I Reflector

Thru Traffic Side

Thru Traffic Side

4" Yellow Bi-Directional Type I Reflector

W-2 2R-20L

4" White Mono-Directional Type I Reflector

D R-40

NARROW DOUBLE YELLOW POSITIONING GUIDE

REFLECTORS WITH TWO 4" YELLOW LINES

ND

R-20

ND

R-40

WIDE DOTTED LANE LINE SUPPLEMENTATION

REFLECTORS WITH 8" WHITE DOTTED LANE LINE

4" White Mono-Directional Type I Reflector

DLL-2

2R-24

CHANNELIZING LINE SUPPLEMENTATION

REFLECTORS WITH 8" WHITE LINE

W-2 R-20L

4" White Mono-Directional Type I Reflector

YELLOW LINE POSITIONING GUIDE

REFLECTORS WITH 4" YELLOW LINE

Y R-40

NO-PASS RIGHT POSITIONING GUIDE

REFLECTORS WITH 4" YELLOW LINES

NPR

R-40

NPL

R-40

4" Yellow Bi-Directional Type I Reflector

DOUBLE NO-PASS POSITIONING GUIDE

REFLECTORS WITH TWO 4" YELLOW LINES

NARROW DOUBLE YELLOW POSITIONING GUIDE

REFLECTORS WITH TWO 4" YELLOW LINES

DOUBLE NO-PASS POSITIONING GUIDE

REFLECTORS WITH TWO 4" YELLOW LINES

D R-20

4" Yellow Bi-Directional

Type I Reflector

0"-1" space between pair of markers

W-2 R-20R

0"-1" space between pair of markers

0"-1" space between pair of markers

0"-1" space between pair of markers

4" Yellow Bi-Directional Type I Reflector

4" Yellow Bi-Directional Type I Reflector

4" Yellow Bi-Directional Type I Reflector 4" Yellow

Bi-Directional Type I Reflector

4" White Mono-Directional Type I Reflector

WHITE BROKEN LINE SUPPLEMENTATION

REFLECTORS WITH 4" WHITE BROKEN LINE

WB

R-80

30'

CHANNELIZING LANE LINE POSITIONING GUIDE

REFLECTORS WITH 8" WHITE LINE

4" White Mono-Directional Type I Reflector

W-2 2R-20

Thru Traffic

Thru Traffic

Thru Traffic Side

YELLOW LINE POSITIONING GUIDE

REFLECTORS WITH 4" YELLOW LINE

Y R-20

MEDIAN SIDE

(typ. raised median)

4" Yellow Bi-Directional Type I Reflector

MEDIAN SIDE

4.5' min.

CHANNELIZING LINE POSITIONING GUIDE

REFLECTORS WITH 8" WHITE LINE

01-2022 Removed "LANE" from W-2/R-20R title 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, 2023 - November 30, 2023

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

TM503

PAVEMENT MARKING

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Added note for measurement of Standard Crosswalk07-2022

07-08-2022N/A

BIKE LANE STANDARD STENCIL (white)

TWO 1' WHITE BARS

STANDARD CROSSWALK

6'

9'

For letter proportion details, see current version of Standard Highway Signs For letter proportion details, see current version of Standard Highway Signs For letter proportion details, see current version of Standard Highway Signs edge line Yellow to miss wheel tracks) (adjust spacing 3' min. to 5' max.

Install per Standard Drawing TM530 edge line White

P

12"

12"

ON-STREET PARKING DETAIL (white)

ONLY (white)

BUS

12"

SLM

X

24" 24"

4" white lines

1. Arrow, letter, and bike symbol dimensions nominal.

General Note:

SHARED LANE MARKING (white)

Install per Standard Drawing TM530

Pavement (EP) Edge of

EP

Install per Standard Drawing TM530

1' & 8" WHITE BARS

RAMP METER STOP BAR

For proportion details, see current version of Standard Highway Signs Center marking within lane width or as shown

2' WHITE BAR

STOP BAR - LARGE

Install per Standard Drawing TM530

2' WHITE BARS

STAGGERED CONTINENTAL CROSSWALK

1' WHITE BAR

STOP BAR

End Marking

For proportion details, see current version of Standard Highway Signs

For letter proportion details, see current version of Standard Highway Signs

Center marking within lane width

For proportion details, see current version of Standard Highway Signs

For letter proportion details, see current version of Standard Highway Signs

For letter proportion details, see current version of Standard Highway Signs

For proportion details, see current version of Standard Highway Signs

Center marking within lane width

Center marking within lane width Center marking within width of two lanes Center marking within width of two lanesCenter marking within lane width

Center marking within lane width Center marking within lane width

Center marking within lane width

4'

3'

6'6' 6' 6' 6'6' 6'

6"

BIKE RIGHT TURN STENCIL (white)

CW

BS

BIKE LEFT TURN STENCIL (white)

Varies

8'

6"

2'

Varies

BUS (white) SCHOOL - LARGE (white) CROSSING - LARGE (white)

1'

For multi-lane ramp meter applications

S S-2 S-RM

2'

1'

15'

8' 10' 10'

SCH

Direction of Travel

ON

8'

L E G E N D

6'

SCHOOL (white)

SCH-LG CRS-LG

XNG

X-ING (white)

8'

7'

Extend to EP if X<20' placement Verify loop detector (center within EP) 8" white bar

9'8" 19'8" 19'8"

CW-SC

GRN BLE-Gwidth of lane Color full between dotted lines Color full width of lane

3' 4"3' 4"3' 4"

3' 4" 3' 4"

4' 6"

6'

3' 4"

BIKE STENCIL (white)

B

SOLID LINE (green)

GREEN SUPPLEMENTAL BICYCLE LANE

DOTTED LINE EXTENSION (green)

GREEN SUPPLEMENTAL BICYCLE LANE

2'

4'

3'6"

BR BL

BD

2'

2"

6"

5" 6"

2"

BICYCLE DETECTOR MARKING (white)

3' 6"

9' 4"

Center marking within lane width Center marking within lane width

6' 6'

6"

BIKE RIGHT TURN STRAIGHT STENCIL (white)

3' 4"

For proportion details, see current version of Standard Highway SignsFor proportion details, see current version of Standard Highway Signs

BRS BLS

BIKE LEFT TURN STRAIGHT STENCIL (white)

6' 6"

3' 9"

6' 6'

6"

3' 4"

6' 6"

3' 9"

Used for Intersection Bicycle Box applications

Varies Varies

8" white

8" white

8" white

8" white

Place marking within bicycle box, ceneterd with motor vehicle lane width where bicycle acuates the traffic signal

PLace Bicycle Detector Pavement Marking in optimum loction

1'

1' marking to inside of marking

10' measured from inside of 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, 2023 - November 30, 2023

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

TM504

PAVEMENT MARKING

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New Drawing for additional Detail Blocks07-2020

07-01-2020N/A

R R R R

See TM505

Var.

3'

MIN

9'

Install per ODOT Rail Crossing Order or as shown.

MIN

9'

8' WIDTH

LANE

Install per ODOT Rail Crossing Order or as shown.Install per ODOT Rail Crossing Order or as shown.

Sign W10-1

2. Arrow and letter dimensions nominal, excluding WWA.

1. Center pavement markings within the lane width.

General Note:

Sign W10-1

WIDTH

PATH

SHARED USE

OR

BIKE LANE

140'

MIN

6'

WIDTH

LANE

MIN

6'

For barrier and fence details, see Std. Dwg. RD110

Barrier pavement Edge of pavement Edge of with 6" spaces (8 req'd.)

6" white line Alternate paved surface Stripe full width of

For letter proportion details, see current version of Standard Highway SignsFor letter proportion details, see current version of Standard Highway Signs For letter proportion details, see current version of Standard Highway Signs

6" white line 2'

20'

35'

4'

10'

25'

1'

2'

2'

8"

BRRNRR

16"40"

Fence

CG

12'

HOV

50'

3'

-50'

2'

20'

6'

25'25'

1' 6"

6' 6" 16"

RR

2'

2'

TM505

See

Var.

DIAMOND DETAIL (white)

HIGH-OCCUPANCY VEHICLE

BICYCLE RAILROAD CROSSING (white)

CATTLE GUARD (white) RAILROAD CROSSING (white) NARROW RAILROAD CROSSING (white)

6'6"

'6

For letter proportion details, see current version of Standard Highway Signs

8'

LIGHT RAIL TRANSIT (white)

4.5'

LRT

Center marking within lane width

LL

YB-SP

3' 9'

12' 12'

4" YELLOW SHARED PATH BROKEN LINE

36° 3' 20'

4'

36°

Direction of Traffic for field layout angle orientation

8" WHITE BARS AT 20' SPACING

CHEVRON BARS - BUFFER SPACE

6' max.

3' min.

CH-BS

Or Thru Traffic Side

Direction Of Traffic, Increasing Stationing

Wide White Line

Wide White Line

8"

Direction of Traffic

LL

LL

the current Oregon Standard Specifications.

All materials shall be in accordance with

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

DATE

SDR

BOOK NO.

CALC.

Effective Date: June 1, 2023 - November 30, 2023

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

TM530

STOP BAR & BIKE LANE STENCIL)

MARKINGS (CROSSWALK,

INTERSECTION PAVEMENT

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Direction of Travel

To be accompanied by Standard Dwg. Nos. TM500 thru TM504

W YB

(do not stripe) of turning vehicle Wheel track

* 4' min. to 30' max.

L E G E N D

PAVEMENT MARKINGS FOR TYPICAL INTERSECTION

S YB YB W

SYB

m in.

12' min.

15'

Throat of ramp

S

YB

S

YB

YB

YB

Swept path of turning vehicle

W

W

Wheel Tracks

Lane Width (LW)

STAGGERED CONTINENTAL LAYOUT

Curb line

CW

CW

CW

CW

AT INTERSECTION

STANDARD CROSSWALK BARS

CW-SC

SIDE STREET

turning vehicle Wheel track of

SIDE STREET

W-2

WD-2

BS

RA

W-2

BS

W-2

BS

LL LL LL

LL

LW/2 LW/2

L

10'

5'

RESPECT TO PEDESTRIAN RAMPS

STOP BAR PLACEMENT WITH

Detail "A"

RESPECT TO TURN RADII

STOP BAR PLACEMENT WITH

Detail "B"

FOLLOWING INTERSECTIONS

INSTALLATION OF BIKE LANE STENCILS

FOR BIKE LANE SEPARATED BY RIGHT TURN LANE

INSTALLATION OF BIKE LANE STENCILS

turning vehicle's swept path Place stop bar outside of turning movements.

and/or vehicle turn radii (see Detail "B"). Field verify sight distance and truck to be increased, depending on location of pedestrian ramps (see Detail "A") edge of pavement, or curb face. Minimum stop bar distance may need Locate stop bar 4' min. to 30' max. in advance of the extended fog line,

* Stop bar shall be placed as near as possible to the intersecting traveled way.

LW/2 to avoid wheel tracks) (stripes should be centered on L and 2' stripes with 3' to 5' gap of right turn lane) (Typ. at full width

Beginning of "W-2"

(Typ. at start of taper) End of "W-2" right turning vehicle wheel tracks.

Install bike lane stencil to avoid

General Note:

or 5' back of extended fog line, edge of pavement, or curb face.

the ADA ramp is entirely within crosswalk markings,

1. Install crosswalk bars such that the throat of

General Note:

(Typ. 3' to 5')

Throat of Ramp ramp edge to stop bar 2' to 3' from throat of

SIDE STREET

shown on the striping plans

- Lane line dimensions are

4' min.

is 8' or more if shoulder width Edge line termination

* 4' min. to 30' max.

diagonal ramp*) (both sides of 2' min.

* = Refer to Std Dwg RD916 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, 2023 - November 30, 2023

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

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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. 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.

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 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, 2023 - November 30, 2023

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

TM810

TEMPORARY PAVEMENT MARKINGS

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Two-lane, two-way centerlines.

For projects in place through winter months.

Freeway or multilane shifts and crossovers.

To prohibit lane changes or passing (include appropriate regulatory signs).

TYPICAL APPLICATIONS:

pvmt. markers temp. reflective 4" wide stripes

10' pvmt. markers temp. reflective 4" wide stripe

10'

10 ft. x 4 in. stripe

40'

15' 15'

40' pvmt. markers temp. reflective

(Supplemented double solid lines) (Supplemented solid line)

TYPICAL APPLICATIONS: TYPICAL APPLICATIONS:

For projects in place through winter months.

High ADT 2 lane roads (greater than 10,000).

Freeway and multilane broken lines.

For projects in place through winter months.

To discourage lane changes in multilane sections.

Alignment shifts or crossovers.

(Supplemented broken lines)

TYPICAL APPLICATIONS:

(Simulated broken lines)

30'

40'

Temp. reflective or flexible pvmt. markers

5'

5'

GENERAL NOTES FOR ALL DETAILS:

Pavement marking colors shall conform to the MUTCD.

placed in a pattern to substitute for a painted line.

Simulated lines are Reflective Pavement Markers with Reflective Pavement Markers.

Supplemented lines are painted lines enhanced required for one-way traffic or edge lines.

2. White Mono-Directional Pavement Markers are are required for Two-Way Traffic.

1. Yellow Bi-Directional Pavement Markers

When using Supplemented or Simulated lines:

spacings.

pvmt. markers on 10'

Double temp. reflective

8" wide stripe

(Supplemented solid 8" line)

Alignment splits (bifurcations)

Gore areas

TYPICAL APPLICATIONS:

2 lane, 1 way alignments on freeways or multi-lane highways.

2 lane, 2 way centerlines.

To prohibit lane changes or passing (include appropriate regulatory signs).

TYPICAL APPLICATIONS:

(Supplemented wide double solid lines)

40' pvmt. markers temp. reflective 4" wide stripes

Temp. reflective pvmt. markers

10'

TYPICAL APPLICATIONS:

Edge lines for short durations, less than 14 days.

To discourage lane changes in multilane sections.

Alignment shifts or crossovers.

LAYOUT "A" LAYOUT "B" LAYOUT "C" LAYOUT "D"

LAYOUT "G"LAYOUT "F"

pavement markings cannot be placed within two weeks.

Emulsified asphalt surface treatments (chip seals) where permanent

HMAC intermediate surfaces.

During staging on finished/existing surfaces.

" 4

2" space

2" space

LAYOUT "E"

(Simulated Solid Lines) the current Oregon Standard Specifications.

All materials shall be in accordance with

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

DATE

SDR

BOOK NO.

CALC.

Effective Date: June 1, 2023 - November 30, 2023

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

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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, 2023 - November 30, 2023

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

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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" 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.

when signing is not needed for more than 3 days.

sign 90 degrees away from approaching traffic. Remove TSS from roadway

When sign is inconsistent with current work zone conditions, cover sign: or turn

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

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

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

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

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

Do not tip over TSS at any time.

Double Post Perforated Steel Square Tube (PSST) Single Post

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

Front Right Left Front FrontRight Left Side

(No Scale)

DETAIL A

" - 12 ga. PSST 4

" - 12 ga. PSST2

A A

(No scale)

SECTION A-A

the current Oregon Standard Specifications.

All materials shall be in accordance with

DATE REVISION DESCRIPTION

OREGON STANDARD DRAWINGS

DATE

SDR

BOOK NO.

CALC.

Effective Date: June 1, 2023 - November 30, 2023

Professional Engineer.

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

TM840

CLOSURE DETAILS

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ORTHN

TO

THRU TRAFFIC

ROAD CLOSED

OR OR

(Mount on TSS) (Mount on TSS)

60x30

R11-4

CLOSED

ROAD

DETOUR

ESTW

DETOUR

ESTW

ESTW

DETOUR

ESTW

W

48x18 M4-10

W

48x18 R6-1

48x18 M4-10

48x30 R11-2

(Mount on TSS)

W

ROAD CLOSED

XX MILES AHEAD

LOCAL TRAFFIC ONLY

DETOUR

200'

1000'

A B

TYPICAL ROAD CLOSURE WITH DETOUR

TYPICAL TRAILBLAZER ASSEMBLY

DETOUR

WEST 24x12 M3-Series

24x24 M1-4

21x15 M6 Series M5 Series or

24x24 M1-1

24x12 M3-Series

24x12 M4-8

20 22

1000 FT

CLOSED

ROAD

60x30 R11-3a

DETOUR

24x12 M4-8

24x12 M3-Series

24x24 M1-5

21x15 M6 Series M5 Series or

24x12 M4-8

21x15 M6 Series M5 Series or

DETOUR

ESTW

DETOUR

8' B(lll)L

W

60x30

R11-4

ROAD CLOSED

TO

THRU TRAFFIC

CLOSED

ROAD

CLOSED

ROAD

48x30

R11-2

2 - 8' B(lll)C

(Mount on TSS)

(Mount on TSS) 48x30 R11-2

(Mount on TSS)

DETOUR

48x18 M4-10

DETOUR

WAYONE

8' B (lll)L

2 - 8' B(lll)C

48x18 M4-10

DETOUR

WAYONE

48x18 R6-1

W

36x36 R5-1

TYPICAL PARTIAL ROAD CLOSURE

or provide a project specific design; or, as shown in the traffic control plan.

A "Street Name" rider may be used to enhance Road Closure signing;

GENERAL NOTES FOR ALL DETAILS:

W

### RD

##x18 Rider by width of street name.

Rider width to be determined Project Specific Design

48 x 60 (nom.)

Project Specific Design

48 x 60 (nom.)

TM800 for max. spacing.

See TCD Spacing Table on

28" Tubular Markers

UNDER TRAFFIC

UNDER CONSTRUCTION

500 FT

CLOSED

ROAD

AHEAD

WORK

ROAD

XXX FT

CLOSED

ROAD

500 FT

CLOSED

ROAD

500 FT

CLOSED

ROAD

W

8' B(lll)L

2 - 8' B(lll)C

ROAD CLOSED

TO

THRU TRAFFIC

sign as shown.

closure, install "ROAD CLOSED TO THRU TRAFFIC"

If accesses exist between intersection and point of

NOTE:

(2 Reqd.)

(Mount on TSS)

48x30

R11-2

(Mount on TSS)

60x30

R11-4 2 - 8' B(lll)C

8' B(lll)L

W

TYPICAL ROAD CLOSURE

CLOSED

ROAD

*2 - 8' B(lll)C for every 12 feet of additional roadway width.

point exceeds 24 feet, place one additional 8' B(III)C barricade

If the roadway width (between edges of pavement) at the closure

"ROAD CLOSED XX MILES AHEAD" sign.

"ROAD CLOSED TO THRU TRAFFIC" (R11-4)sign in place of the

If closure point is less than 1500 ft. from nearest intersection, use a

NOTES:

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

TM800.

CONTROL DEVICES (TCD) SPACING TABLE" on Dwg.

To determine sign spacing A, B, & C, use the "TRAFFIC

Place additional signing as directed.

For full road closures, the C or LR barricade may be used.

barricades for the closure point.

of pavement, use a minimum of three Type III closure. For roads ≥ 36' wide between curbs or edge Use a minimum of two Type III barricades for a road cardinal direction, detour, and directional arrow auxiliary sign assembly.

When detour routes overlap, each Route Shield will include a seperate

NOTE:

AHEAD

DETOUR

DETOUR

USE

XXX FT

CLOSED

HWY##

DETOUR

USE

XXX FT

CLOSED

____ RD

XXX FT

CLOSED

ROAD

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, 2023 - November 30, 2023

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

TM841

INTERSECTION WORK ZONE DETAILS

T M

.d g n

01-JUL-2022N/A

J U

L

T a p e r

T a p e r

A

AHEAD

CLOSED

RIGHT LANE

AHEAD

WORK

ROAD

NOTES:

W

W a

W

B u f f e r

B

A

B

A

AHEAD

ROAD

ROAD WORK

END

SHOULDER

RIGHT

AHEAD

WORK

ROAD

ROAD WORK

END

W

W

W

ROAD

L

T a p e r

Buffer "B"

8' B(III)R

8' B(III)R

Sequential Arrow

A

B

C

A

AHEAD

WORK

ROAD

ROAD WORK

END

ROAD WORK

END

W

30x30 R3-8 Series

30x30 R3-7

W

W

A

A

B

C

Sequential Arrow

8' B(III)R

A

A

T a p e r

NOTES:

MUST

RIGHT LANE

TURN RIGHT

LEFT

MERGE

TRAFFIC

THRU

ROAD

as shown or directed.

mandatory turn lanes, lane direction legends in more, place temporary

14 consecutive days or

When work is in place for

AHEAD

WORK

ROAD

AHEAD

RIGHT LANE

LEFT LANE

W

W

W

MUST

LEFT LANE

TURN LEFT

30x30 R3-7

Sequential Arrow

8' B(III)L

A

2 A

B

C

A

8' B(III)L

Sequential Arrow

A

T a p e r

50 - 100'

AHEAD

WORK

ROAD

W

L

T a p e r

B

T a p e r1

ROAD WORK

END

ONLYONLY

AHEAD

WORK

ROAD

W

W

W

TO STOP

PREPARED

BE

TO STOP

PREPARED

BE

ROAD WORK

END

AHEAD

WORK

ROAD

Buffer "B"

A

B

C

A

C

B

A

A

ROAD WORK

END

ROAD WORK

END

ROAD WORK

END

AHEAD

ROAD

W

W

W

A

A

Buffer "B"

8' B(III)R

A

B

C

Sequential Arrow

8' B(III)R

GENERAL NOTES FOR ALL DETAILS:

UNDER TRAFFIC

UNDER CONSTRUCTION

lanes, as shown or directed.

legends in mandatory turn place temporary lane direction

14 consecutive days or more, When work is in place for

3" L

3" L

L

48x24

CG20-2A

by the Engineer length is determined Left turn lane storage

48x24

CG20-2A

48x24

CG20-2A

48x24

CG20-2A

48x24

CG20-2A

48x24

CG20-2A

48x24

CG20-2A

48x24

CG20-2A

48x24

CG20-2A

48x24

CG20-2A

48x24

CG20-2A

RIGHT LANE CLOSURE, FAR SIDE

4-Lane, 2-Way

LEFT LANE CLOSURE, FAR SIDE

4-Lane, 2-Way

SHOULDER CLOSURE

2-Lane, 2-Way

RIGHT LANE CLOSURE

2-LANE, 1-WAY

ONE LANE CLOSURE

2-Lane, 2-Way

RIGHT LANE CLOSURE, NEAR SIDE

4-Lane, 2-Way

Table on TM800 for max. spacing.

28" Tubular Markers See TCD Spacing

Table on TM800 for max. spacing.

Temp. Plastic Drums See TCD Spacing

(AFAD)

Automated Flagging Assistance Device

HERE ON

RED

STOP

24x36

R10-6

HERE ON

RED

STOP

24x36

R10-6

AHEAD

SIGNAL

W a

AHEAD

SIGNAL

W a

TM82, TM840 & TM854.

To be accompanied by Dwg. Nos. TM820, are expected.

Install a "BICYCLES ON ROADWAY" (CW11-1) sign in advance of the closure when a bike lane is closed, or when the shoulder is closed and bikes

Place channelizing devices around intersection radii, business accesses and driveways at 10' spacing.

Where shoulder width is limited, Sequential Arrow may be placed within the lane closure taper.

Tubular markers may be used in lane closure tapers where posted speed is 40 mph or less.

When a through road intersects within the work zone, place a "ROAD WORK AHEAD" (W20-1) sign in advance of the intersection at sign spacing A.

To determine sign spacing A, B, and C, use "TRAFFIC CONTROL DEVICES (TCD) SPACING TABLE" on Dwg. TM800.

"LEFT LANE ENDS" (W4-2L) symbol sign, or "LEFT SHOULDER CLOSED" (W21-5a) sign, where applicable.

For left lane or shoulder work, place TCD to close left lane or shoulder. Use "LEFT LANE CLOSED AHEAD" (W20-5) sign, To determine Taper Length ("L") and Buffer Length ("B"), use the "MINIMUM LENGTHS TABLE" on Dwg. TM800.

The "SIGNAL AHEAD" (W3-3a) sign may be substituted with the signal ahead symbol (W3-3) sign.

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

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, 2023 - November 30, 2023

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

TM843

INTERSECTION DETAILS

MULTI-LANE SIGNALIZED

T M

.d g n

01-JUL-2020N/A

J U

L

A/

A

AHEAD

WORK

ROAD

(Mount on TSS)

30x30

R3-7

GENERAL NOTES FOR ALL DETAILS:

Signal

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

AHEAD

WORK

ROAD

W

AHEAD

CLOSED

RIGHT LANE

W

W

C W

C W

C W

W

W

C W

W

C W

W

C W

W

W 1 W

C W

C W

W

W

W

24x24 R3-2

C W

A

8' B(III)R

Sequential Arrow

8' B(III)R

L

T a p e r

L

B u f f e r

B

A

B

C

(Mount on TSS)

CLOSED

TURN LANE

LEFT

(Mount on Single Post TSS)

24x24

R3-2

AHEAD

WORK

ROAD

A

A

8' B(III)L

B

B u f f e r

2" L

T a p e r

A

A

B

C

CLOSED

TURN LANE

LEFT

AHEAD

CLOSED

TURN LANE

LEFT

AHEAD

WORK

ROAD

AHEAD

CLOSED

TURN LANE

LEFT

AHEAD

CLOSED

LEFT LANE

CLOSED

TURN LANE

LEFT

B u f f e r

T a p e r

B

L

T a p e r

L

A

A

8' B(III)L

(Mount on Single Post TSS)

24x24

R3-2

Sequential Arrow

8' B(III)L

(Mount on TSS)

CLOSED

TURN LANE

LEFT

A

A

B

B

C

A/

C

B

B

A

C

B

A

2 - 8' B(III)L

B u f f e r

B

T a p e r

L

T a p e r

L determined by the Engineer.

Left turn storage length

AHEAD

WORK

ROAD

T a p e r

L

CLOSED

TURN LANE

LEFT

AHEAD

WORK

ROAD

AHEAD

CLOSED

TURN LANE

LEFT

CLOSED

TURN LANE

LEFT

ONLY ONLY

AHEAD

WORK

ROA…