OR_36_PSE_2-15-2017_SSr1_Part2.pdf

D.27 match existing

Pavement markings, Type B, match existing

Pavement markings, Type B, Rumble strip

Rumble strip

848+00 TO 878+00

PLAN AND PLAN SHEET

HIGHWAY

OR36, MAPLETON-JUNCTION CITY

STATE PROJECT

NUMBER

SHEET

C h e c k e d b y

D e s ig n e d b y

F e b

P

M o r fz .d g n

U

S S u r ft

D

OR DOT 36(1)

J .B r a s h e r

K .L a n g

MILE

D.28 match existing

Pavement markings, Type B, match existing

Pavement markings, Type B, Rumble strip

Rumble strip

878+00 TO 908+00

PLAN AND PLAN SHEET

e c k e d b y

D e s ig n e d b y

F e b

P

M o r g a .d g n

U

S S u r ft

D

OR DOT 36(1)

J .B r a s h

K .L a

D.29

MPH

MPH

MPH

match existing

Pavement markings, Type B, match existing

Pavement markings, Type B, Rumble strip

Rumble strip

Do not disturb

W13-1

Do not disturb

W1-4L

Do not disturb

W13-1

Do not disturb

W1-3L

Do not disturb

W1-3L

Do not disturb

W13-1

908+00 TO 942+00

PLAN AND PLAN SHEET

e c k e d b y

D e s ig n e d b y

F e b

P

M o r g b .d g n

U

S S u r ft

D

OR DOT 36(1)

J .B r a s h

K .L a

MILE

MILE

D.30

MPH

MPH

MPH

match existing

Pavement markings, Type B, match existing

Pavement markings, Type B, Rumble strip

Rumble strip

Do not disturb

W13-1

Do not disturb

W1-4L

Do not disturb

W1-2L

Do not disturb

W13-1

Do not disturb

W1-2R

Do not disturb

W13-1

942+00 TO 972+00

PLAN AND PLAN SHEET

e c k e d b y

D e s ig n e d b y

F e b

P

M o r g c .d g n

U

S S u r ft

D

OR DOT 36(1)

J .B r a s h

K .L a

D.31

MPH

MPH

match existing

Pavement markings, Type B, match existing

Pavement markings, Type B, Replace sign post

W13-1

Replace sign post

W1-2L

Do not disturb

W1-2R

Do not disturb

W13-1

Rumble strip

Rumble strip

972+00 TO 1002+75

PLAN AND PLAN SHEET

e c k e d b y

D e s ig n e d b y

F e b

P

M o r g d .d g n

U

S S u r ft

D

OR DOT 36(1)

J .B r a s h

K .L a

D.32

MPH

MPH

MPH

STOP

MPH

match existing

Pavement markings, Type B, match existing

Pavement markings, Type B, DETOUR

NELSON MT RD

NELSON MT RD

DETOUR

Do not disturb

W1-4R

Do not disturb

W1-2R

Do not disturb

W13-1

Replace

W2-2

Do not disturb

Custom

Do not disturb

Custom

Replace

M1-5

Replace

M6-4

Do not disturb

Custom

Do not disturb

W1-2L Do not disturb

Custom

Do not disturb

R1-1

Rumble strip

Rumble strip

Do not disturb

W13-1

Do not disturb

W1-4R

Do not disturb

W13-1

Do not disturb

W13-1 1002+75 TO 1034+00

PLAN AND PLAN SHEET

e c k e d b y

D e s ig n e d b y

F e b

P

M o r g e .d g n

U

S S u r ft

D

OR DOT 36(1)

J .B r a s h

K .L a

D.33

MPH

MPH

match existing

Pavement markings, Type B, match existing

Pavement markings, Type B, LIGHTS FLASH

BUS WHEN RED

TRANSPORT

BUS OR WORKER

PASS SCHOOL

UNLAWFUL TO

GREENLEAF

Rumble strip

Rumble strip

Do not disturb

Custom

Do not disturb

W1-2R

Do not disturb

W13-1

Do not disturb

W1-2L

Do not disturb

W13-1

Remove

OR16-3-60

1034+00 TO 1064+00

PLAN AND PLAN SHEET

e c k e d b y

D e s ig n e d b y

F e b

P

M o r g f.

d g n

U

S S u r ft

D

OR DOT 36(1)

J .B r a s h

K .L a

D.34

MPH

MPH

MPH

MPH

match existing

Pavement markings, Type B, match existing

Pavement markings, Type B, Rumble strip

Rumble strip

Replace

OM-3R-36

Replace

OM-3L-36

Replace

OM-3R-36

Replace

OM-3L-36

Replace

Special

Do not disturb

W1-1L

Do not disturb

W13-1

Do not disturb

W13-1

Do not disturb

W1-2R

Do not disturb

W1-1R

Do not disturb

W13-1

Do not disturb

W1-2L

Do not disturb

W13-1

1064+00 TO 1096+00

PLAN AND PLAN SHEET

e c k e d b y

D e s ig n e d b y

F e b

P

M o r g g .d g n

U

S S u r ft

D

OR DOT 36(1)

J .B r a s h

K .L a

MILE

D.35 match existing

Pavement markings, Type B, match existing

Pavement markings, Type B, Rumble strip

Rumble strip

1096+00 TO 1125+50

PLAN AND PLAN SHEET

e c k e d b y

D e s ig n e d b y

F e b

P

M o r g h .d g n

U

S S u r ft

D

OR DOT 36(1)

J .B r a s h

K .L a

D.36

ELK

match existing

Pavement markings, Type B, match existing

Pavement markings, Type B, Rumble strip

Rumble strip

Replace

OM-3R-36

Replace

OM-3L-36

Replace

OM-3R-36 Replace

OM-3L-36

Do not disturb

OW11-4

1125+50 TO 1155+50

PLAN AND PLAN SHEET

e c k e d b y

D e s ig n e d b y

F e b

P

M o r g i.

d g n

U

S S u r ft

D

OR DOT 36(1)

J .B r a s h

K .L a

D.37

MPH

match existing

Pavement markings, Type B, match existing

Pavement markings, Type B, Rumble strip

Rumble strip

Do not disturb

W1-2L

Do not disturb

W13-1

1155+50 TO 1185+50

PLAN AND PLAN SHEET

e c k e d b y

D e s ig n e d b y

F e b

P

M o r g j.

d g n

U

S S u r ft

D

OR DOT 36(1)

J .B r a s h

K .L a

D.38

MPH

MPH

match existing

Pavement markings, Type B, match existing

Pavement markings, Type B, Rumble strip

Rumble strip

Do not disturb

W1-2R

Do not disturb

W13-1

Do not disturb

W1-2L

Do not disturb

W13-1

1185+50 TO 1217+00

PLAN AND PLAN SHEET

e c k e d b y

D e s ig n e d b y

F e b

P

M o r g k .d g n

U

S S u r ft

D

OR DOT 36(1)

J .B r a s h

K .L a

D.39

ELK

MPH

match existing

Pavement markings, Type B, END PROJECT

OR DOT 36(1)

CREEK

GREENLEAF

treatment at bridge

End Chip Seal, Type 1C

1224+50

Do not disturb

OW11-4 Do not disturb

W1-2R

Replace

OM-3L-36Do not disturb

W13-1

Replace

OM-3R-36

Replace

OM-3L-36

Replace sign post (2)

Custom

Replace

OM-3R-36

E 4102440.77

N 911920.34

MP 21.38

1226+00

Rumble strip

1217+00 TO 1230+00

PLAN AND PLAN SHEET

HIGHWAY

OR36, MAPLETON-JUNCTION CITY

e c k e d b y

D e s ig n e d b y

F e b

P

M o r g l.

d g n

U

S S u r ft

D

OR DOT 36(1)

J .B r a s h

K .L a

D.40 e c k e d b y

D e s ig n e d b y

F e b

P

M o r g m .d g n

U

S S u r ft

D

OR DOT 36(1)

J .B r a s h

K .L a

D.41 e c k e d b y

D e s ig n e d b y

F e b

P

M o r g n .d g n

U

S S u r ft

D

OR DOT 36(1)

J .B r a s h

K .L a

D.42 e c k e d b y

D e s ig n e d b y

F e b

P

M o r g o .d g n

U

S S u r ft

D

OR DOT 36(1)

J .B r a s h

K .L a

NO SCALE

Spacing Slope

STAKES REQUIRED

1:1

1:2

1:3

1:4 or flatter

Fl ow

T o e o f fi ll s lo p e

ELEVATION

PLAN

disturbed areas

Runoff from

INSTALLATION BEYOND TOE OF SLOPE

INSTALLATION ALONG SLOPES

Existing ground (typ.)

Flow direction

Slope

Direction of runof f from distur bed area s ff o n ur f o n oi t c er i

D

Slope

Fi ll slo pe

Direction of runoff ground

Existing soil to match ground level

Backfilled and compacted

Flow wood stakes. See Note 2.

Pay lim its

Pay lim its

Stagger joints (typ.)

permanent installations. Do not crush wattle while staking.

wattle is secure to slope. Live stakes may be used for

2.

1.

PROPERLY STAKED AND ENTRENCHED SEDIMENT WATTLE

SLOPE PROTECTION INSTALLATION

ALTERNATE SEDIMENT WATTLE JOINT DETAIL

WATTLE SPACING

Wattle length

SEDIMENT WATTLE STAKING DETAIL

SEDIMENT WATTLE LAPPING DETAIL

Sediment wattle

Sediment wattle larger than wattle and install sediment wattles

Step 1: Excavate trench Step 2: Backfill soil against sediment wattles for each wattle

Stakes required uphill side of sediment wattle

Place excavated material on

Sediment wattle along contours

Install wattles

S pa ci ng c ha rt

S ee W at tl e c k e d b y

D e s ig n e d b y

F e b

P

M o r g p .d g n

U

S C

OR DOT 36(1)

J .B r a s h

K .L a

DRAFT: 7/2016

REVISED:

DETAIL APPROVED FOR USE 10/2014

WESTERN FEDERAL LANDS HIGHWAY DIVISION

(FT)

(FT)

W157-20

2" (min.) Excavate trench 2"

Drive stakes at each end and at 4-foot spacing until

1" x 1" or 1" Ø

U.S. CUSTOMARY DETAIL

DETAIL

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

ove rlap

12" (m in.)

t o m in m in

1" x 1" Wood stake as specified in plans

3' min. or

3' (min.)

SEDIMENT WATTLE

wattles and space stakes at 4-foot max.

6-inches from wattles end angles towards the adjacent

Overlap wattles 12-inch minimum. Drive stakes at

D.43

NOTE:

E.1

QUANTITIES

TEMPORARY TRAFFIC CONTROL

TABULATION OF

[1] ODOT Sign Number CR4-20.

[1]

FOOTNOTE:

e c k e d b y

D e s ig n e d b y

M a r

P

M o r n a .d g n

U

S C u s to m a r y

OR DOT 36(1)

J .B r a s h

K .L a

G20-2

G20-2

G20-2

G20-1

See Note 11

G20-1

See Note 11

M in o r R o a d

M a jo r R o a d

W20-1

See Note 10

W20-1

See Note 10

W20-1 over

W16-8P

See Note 9

W20-1 over

W16-8P

See Note 9

W20-1

Ro ad N am e

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

ROAD WORK

END

WORK

ROAD

AHEAD

ROAD WORK

END

ROAD WORK

END

ROAD WORK

END

WORK

ROAD

AHEAD

WORK

ROAD

AHEAD

W20-1

See Note 10

W20-1

See Note 10

G20-2

Erect all project advance warning signs before starting construction work.

Not all details shown on the temporary traffic control sheets may be applicable to this project. The Contractor may add or delete information and details in this traffic control plan as necessary to accommodate actual operations.

Where advance warning signs, placed as shown, interfere with permanent signs, locate the warning signs as determined by the CO for best results. Vary messages as required.

Additional or different message signs may be required to fit the actual construction conditions.

Install advisory speed plates under the W20 series warning signs as needed to indicate a maximum recommended speed through the construction area.

Ensure all sign supports exposed to impact by traffic meet the requirements of

NCHRP-350 or MASH for crashworthiness.

Maintain two-way traffic during all non-work hours except as approved by the CO.

Do not store traffic control devices along the roadway when not in use. Cover post-mounted signs when not applicable.

If W20-1 is placed on a roadway other than that on which the actual construction work occurs, include a supplementary plaque indicating the name of the road on which the construction does occur (applies to major roads only).

The message on the W20-1 signs may be "ROAD WORK AHEAD" or may specify the distance to the work area in feet or in miles. Install an additional W20-1 each end of the project. Show the distance on the G20-1 sign to the nearest whole mile.

If signing on a roadway under a jurisdiction other than the client agency, verify that an encroachment permit has been obtained.

State standards may be used as an alternative if approved by the CO.

Refer to the Section 635 of the Special Contract Requirements for allowable retroreflective sheeting types.

Expressway / Freeway

A

B

C

(S ee S ig n

Sp ac in g

Ta bl e)

ADVANCE

W

ARNI

NG

AREA

B

A as d et er m in ed b y th e

CO

W or k zo ne A re a of In flu en ce

Pr oj ec t L im its

A

A

(S ee S ig n

Sp ac in g

Ta bl e)

ADVANCE

W

ARNI

NG

AREA

A

A

ROAD NAME

ROAD NAME

ROAD WORK

NEXT xx MILES

WORK

ROAD

xxxxxxx

WORK

ROAD

xxxxx

WORK

ROAD

xxxxxxx

WORK

ROAD

xxxxxxx

ROAD WORK

NEXT xx MILES

W13-1P

(optional)

W13-1P

(optional) xx

MPH

xx

MPH

e c k e d b y

D e s ig n e d b y

F e b

P

M o r n b .d g n

U

S C

OR DOT 36(1)

J .B r a s h

K .L a

STANDARD APPROVED FOR USE 6/2005

DRAFT: 6/2014

REVISED:

For work zones that are 2 miles or more in length, install G20-1 signs at signs "B" feet apart according to the Sign Spacing Table.

sign when approach speeds exceed 50 MPH. When used place the two W20-1

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

635-1

ADVANCE SIGNING

TEMPORARY TRAFFIC CONTROL

E.2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

NOTE:

Traffic flow

Traffic flow

Traffic flow

Traffic flow

Traffic flow

Traffic flow

Traffic flow

Traffic flow

Traffic flow Traffic flow

Traffic flow

Double solid line: two pavement markers, side by side, spaced on temporary marking period.

allowed by the gap shown based on curvature.

For ADT of greater than 1000 and periods of 3 days or less, Use permanent pavement marking layout as designated in the contract to determine no passing zones for each direction of travel.

To substitute raised pavement markers for lines, use the following patterns:

1.

2.

3.

DETAIL A DETAIL B

NOTE:

DETAIL B1

Passing zone both directions

Two-way traffic

DETAIL A1

Passing zone both directions

Two-way traffic

DETAIL A2

No passing zone one direction

Two-way traffic

DETAIL B2

No Passing zone one direction

Two-way traffic

DETAIL A3

No passing zone both directions

Two-way traffic

DETAIL B3

No Passing zone both directions

Two-way traffic yellow centerline

Shoulder

Shoulder and solid yellow centerline

Shoulder yellow centerline

Shoulder yellow centerline solid yellow centerline

Shoulder

Shoulder e c k e d b y

D e s ig n e d b y

F e b

P

M o r n c .d g n

U

S C

OR DOT 36(1)

J .B r a s h

K .L a

635-2

STANDARD APPROVED FOR USE 6/2005

DRAFT: 9/2011

REVISED:

2' 18'

40'

2' 18'

40'

2' 38'

4" Broken yellow

4" Broken yellow

4" Solid double

4" Solid double

4" Broken yellow and

2' broken line: two pavement markers spaced 2' apart

Single solid line: pavement markers spaced on 10' centers.

10' centers.

less, Standard 635-3 may be used as an alternate for the full 14 day

Standard 635-3 may be used as an alternate. For ADT of 1000 or

Curves < 500' Radius Tangents or Curves ≥ 500' Radius

4" Broken yellow centerline

PAVEMENT MARKINGS

TEMPORARY

2' 38'

20'

20'

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

E.3

NO

CENTER

LINE

NO

CENTER

LINE

NO

CENTER

LINE

NO

CENTER

LINE

NO

CENTER

LINE

NO

CENTER

LINE

DO

NOT

PASS

DO

NOT

PASS

DO

NOT

PASS

PASS

WITH

CARE

PASS

WITH

CARE

PASS

WITH

CARE

NO

PASSING

ZONE

NO

PASSING

ZONE

NO

PASSING

ZONE

e c k e d b y

D e s ig n e d b y

F e b

P

M o r n d .d g n

U

S C

OR DOT 36(1)

J .B r a s h

K .L a

635-3

STANDARD APPROVED FOR USE 6/2005

DRAFT: 8/2013

REVISED:

On curves with radius less than 500', reduce cycle length to 20'.

with paint or tape, use Standard 635-2.

temporary traffic control zones greater than 3 miles long.

Repeat W8-12 after each major intersection and every 2 miles for

Repeat R4-1 at 1 mile intervals.

FOR UNMARKED PAVEMENTS

DELINEATION AND SIGNING

500'

500'

500'

500'

500' cycle length

40'

500' cycle length

40' cycle length

40'

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

E.4

NOTE:

Traffic flow

Traffic flow

W8-12

Traffic flow

Traffic flow

Traffic flow

Traffic flow

W8-12

W8-12

W8-12

W8-12

W8-12

Use permanent markings plan to determine no passing zones for each direction of travel.

W14-3

(optional)

W14-3

(optional)

W14-3

(optional)

TABLE A

Maximum Duration Before

Markings Are Required

ADT

See Note 2

See Note 2

See Note 2

14 Days

3 Days

≤ 1000

> 1000

R4-1

R4-1

R4-1R4-2

See Note 6

R4-2

See Note 6

R4-2

See Note 6

1.

2.

3.

4.

5.

6.

For periods noted in Table A, pavement may be unmarked if vehicle positioning guides and signing are provided per this detail. For longer periods/higher ADT or for application of temporary markings

Use the "PASS WITH CARE" (R4-2) sign at the downstream end of a no-passing zone only if a "DO NOT PASS" (R4-1) sign has been installed at the upstream end of the zone.

vehicle positioning guides

Bi-directional yellow vehicle positioning guides

Bi-directional yellow vehicle positioning guides

Bi-directional yellow

PROJECT LIMITS

PROJECT LIMITS

PROJECT LIMITS

Passing AllowedNo Passing ZonePassing Allowed

DETAIL B

No Passing zone one direction

Two-way traffic

DETAIL C

No Passing zone both directions

Two-way traffic

DETAIL A

Passing zone both directions

Two-way traffic

Traffic flow

See Note 4

W20-1 W20-7W20-4

See Note 4

G20-2

Spacing Table)

(See Length and

(optional)

WORK SPACE (optional)(optional)

(optional)

W13-1P

(optional)

W16-2P

7.

6.

5.

4.

3.

2.

1.

the buffer space.

Do not allow equipment, materials, or vehicles to be parked or stored in

Requirements, Section 156.

For project specific minimum width, refer to the Special Contract

For night time flagging operation, provide floodlighting at flagger stations.

WORK AHEAD" (W20-1) and "END ROAD WORK" (G20-2) signs.

If closure is completely within the project limits, eliminate the "ROAD name of the contractor on the pilot car.

a conspicuous location on the rear of vehicle. Prominently display the

For pilot car operation, mount the PILOT CAR FOLLOW ME (G20-4) sign at conditions as approved by the CO.

Final location and spacing of signs and devices may be changed to fit field those depicted for the opposite direction of travel.

Signs are shown for one direction of travel only. Place devices similar to

LENGTH AND SPACING TABLE

SPEED*

APPROACH

AREA

TAPER

SPACE

BUFFER

SPACE

WORK

CHANNELIZING DEVICE

not the advisory speed.

Approach speed based on the regulatory posted speed, *

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

LENGTH

BUFFER SPACE

NOTE:

Expressway / Freeway

WORK

ROAD

AHEAD

ONE LANE

ROAD

AHEAD

xx

MPH

xxx

FEET

ROAD WORK

END

ATAPER AREABUFFER SPACEVARIABLEBUFFER SPACETAPER AREAABC

(See Length and Spacing Table)ADVANCE WARNING AREA (See Sign Spacing Table) TERMINATION AREA

Device spacing

BUFFER SPACE

Channelizing devices

Flagger location

Flagger location e c k e d b y

D e s ig n e d b y

F e b

P

M o r n e .d g n

U

S C

OR DOT 36(1)

J .B r a s h

K .L a

635-6

STANDARD APPROVED FOR USE 6/2005

DRAFT: 8/2013

REVISED:

MPH FEET

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

(WITH FLAGGERS)

SINGLE LANE CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

SPACING IN FEET

50' - 100' 50' - 100' (optional)

See Note 6

10' min.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

E.5

WIDTH

"X"

AREA

NUMBER

OF POSTS

POST SIZE D HOLE SIZE

WOOD POST SELECTION TABLE

SINGLE POST SIGN TWO POST SIGN

SIGN INSTALLATION ANGLE

POST DETAIL

S e e N o te

S e e N o te

See Note 4 E d g e o f tr a v e le d w a y

E d g e o f p a v e d s h o u ld e r

CL

NO SCALE

Post

Local tangent

Bottom of sign panel

X

H

H

D

H

0.75X

X

X

H

Y D

H

0.2X

0.6X

0.2X

D

See post detail (typ.)

Break-away holes.

Long side of post

D

90°

93° e c k e d b y

D e s ig n e d b y

F e b

P

M o r n f.

d g n

U

S C

OR DOT 36(1)

J .B r a s h

K .L a

635-14

STANDARD APPROVED FOR USE 6/2005

DRAFT: 9/2014

REVISED:

6" x 6" or larger.

Use 7' minimum spacing between posts for sign posts and 6' minimum mounting height for secondary sign.

use 7' minimum mounting height for main sign a minimum lateral distance of 1' behind the face of lateral offset of 2' may be used. In areas with curbs, Diamond ≤ 48"

> 30'

> 17'

12' - 16'

> 13'

< 10

65 - 95

65 - 95

50 - 65

50 - 65

20 - 50

10 - 20

10 - 20

6 x 6

4 x 6

4 x 6

6 x 6

4 x 6

4 x 4

6 x 6

4 x 6

4 x 4

(INCH) (INCH)

(INCH)

1.5

1.5

1.5

(SQFT)

Other Shapes ≤ 48" Diamond ≤ 36"

Other Shapes ≤ 12' Diamond ≤ 48"

200' m in m in

6' - 12'

WOOD POSTS

SIGN INSTALLATION

TEMPORARY TRAFFIC CONTROL

" dia. bolts 4 1Attach sign panels with a minimum of 2 -

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

E.6

1.

2.

3.

4.

5.

6.

7. State standards may be used as an alternative if approved by the CO.

per post.

H1 and H2 = Overall post length.

Select post lengths to fit field conditions.

D = Post embedment depth for average soil conditions.

In areas where lateral distance is limited, a minimum the curb may be used.

In pedestrian locations, or in areas with obstructed views, NOTE:

See table for hole size parallel to sign face.

Field drill holes through post

F.1

[1] are approximate.

Station ranges and quantities for broken and solid

Match permanent pavement markings to existing.

[1]

RUMBLE STRIPS

DELINEATORS, AND

PAVEMENT MARKINGS,

TABULATION OF

e c k e d b y

D e s ig n e d b y

F e b

P

M o r p a .d g n

U

S C u s to m a r y

OR DOT 36(1)

J .B r a s h

K .L a

F.2

PERMANENT SIGNS

e c k e d b y

D e s ig n e d b y

F e b

P

M o r p b .d g n

U

S C u s to m a r y

OR DOT 36(1)

J .B r a s h

K .L a

F.3

STATE PROJECT

e c k e d b y

D e s ig n e d b y

F e b

P

M o r p b .d g n

U

S C u s to m a r y

OR DOT 36(1)

J .B r a s h

K .L a

F.4 e c k e d b y

D e s ig n e d b y

F e b

P

M o r p b .d g n

U

S C u s to m a r y

OR DOT 36(1)

J .B r a s h

K .L a

WOOD POSTS

INSTALLATION

PERMANENT SIGN

Product of X-Y-Z in CUFT(inch)

8 x 12

8 x 10

6 x 10

6 x 8

6 x 6

4 x 6

4 x 4

6'-0"

5'-0"

5'-0"

4'-0"

4'-0"

4'-0"

3'-0"

"4

"4

"2

7 ft

7 ft6 ft

2 ft

For all retroflectorized signs where W > 25' all around (typ.)

3" minimum all around (typ.)

3" minimum all around (typ.)

3" minimum all around (typ.)

3" minimum maximum

X=5 ft to 12 ft (max.)

X=4 ft (min.)

18 ft (max.)

X=10 ft (min.) to

22 ft (max.)

X=14 ft (min.) to

V may be reduced by 1 foot in rural districts for

" lock nut16

" oversized washer16

" bolt16

" bolt thru the post8

" outside dia.) 4 1(1 oversized washer

" nonmetallic16

F.5

[2]

[1]

NO SCALE

[1]

[2] attached. Verify minimum clearance on both sides of post.

pedestrians underneath. Use 8' minimum if secondary signs

Use 5' minimum if outside clear zone, in rural areas and no traveled lane per Oregon Department of Transportation.

Use minimum 6' and use minimum distance of 12' from post to

SINGLE POST SIGNS

POST DETAIL

THREE POST SIGNS FOUR POST SIGNS

MINIMUM DISTANCE TO SIGN

SIGN INSTALLATION ANGLE

SIGNS WITHOUT ANGLES

TYPICAL MOUNTING FOR

WOOD POST SELECTION TABLE

Direction of traffic flow

SIZE

POST NUMBER OF POSTS

1 2 3 4 D diameter and hole depth

Notch from curb

Offset (W)

Lateral

Height (V)

Mounting

NOTE:

NO SCALE

0.6X0.2X 0.2X

W

.5

Y

Z ty p

D

V Y

H

5.

4.

3.

2.

1.

H

TWO POST SIGNS

of traveled way

Elevation at edge of traveled way

Elevation at edge of traveled way

Elevation at edge of traveled way

Elevation at edge

E d g e o f p a v e m e n t

Long side of post single post installations of post. Omit notch for

Saw cut notch full width

(See Post Selection table)

Notch depth (where required)

W

0.15X0.35X0.35X0.15X

0.125X0.25X0.25X0.25X0.125X

Same post size

V Y ty p

DBackfill material ty p

D

Z

.5

Y

.5

Y Z

V Y

H

H

H 1

H

H

H

H

Location

Rural Districts

Residence Districts

Business or

W

W

V Y

.5

Y

Z ty p

D

H

CL

Bottom of sign post

See table for hole size post, parallel to sign face.

Field drill holes through

Finish ground line

Same post size

Backfill materialBackfill material

Same post size

Backfill material a secondary sign mounted below another sign. exceeds the limit for the largest post, use steel post installation.

Values shown are the maximum permitted. If the product of XYZ

E d g e o f tr a v e le d l a n e

E d g e o f tr a v e le d l a n e

E d g e o f p a v e m e n t

E d g e o f tr a v e le d l a n e

E d g e o f p a v e m e n t

E d g e o f tr a v e le d l a n e

E d g e o f p a v e m e n t rectangle enclosing all the signs.

- Multiple sign installations: X and Y are the dimensions of a dimensions of the signs.

- Single sign, or back to back signs: X and Y are the overall

For the purpose of post selection X and Y are as follows:

longest post.

Z is the height from ground line to mid-height of sign at the conditions. See Wood Post Selection Table below.

D is the minimum post embedment depth for average soil to fit field conditions.

indicate overall post length. Select post lengths 4 thru H1H clear zone.

post is vulnerable to being struck when placed outside the

6" x 8" when located within the clear zone or if the

Traffic barrier protection is required for all posts larger than e c k e d b y

D e s ig n e d b y

F e b

P

M o r p d .d g n

U

S C

OR DOT 36(1)

J .B r a s h

K .L a

Install delineators behind the rail at guardrail locations.

coming traffic.

Install all delineators with reflectors facing adjacent on-curves.

Place delineators nearly opposite each other on horizontal

SECTION A-A

TARGET PLATE

A A

ALTERNATE 2ALTERNATE 1

FLEXIBLE PLASTIC POSTS

REFLECTOR DETAILS

HORIZONTAL CURVES

WITH BEAM TYPE GUARDRAIL

PLASTIC OR STEEL POST INSTALLATION

TYPICAL INSTALLATION

TYPE

REFLECTORS

NUMBER OF

ON CURVE

IN ADVANCE OF & BEYOND CURVE

White

White

W-1

W-2

CURVE

RADIUS OF

9.

8.

7.

6.

5.

4.

3.

2.

1.

STEEL POST

See Installation Detail See Installation Detail

NOTE:

P C o r P

T

1st SPACE 2nd SPACE 3rd SPACE

POST COLOR

& TARGET/

REFLECTOR

SPACING

USAGE AND

Max. tangent spacing:

and widening):

Intersections (tapers table for variations

See Horizontal Curves

Intersection Radius:

Lane Reduction:

of the spacing shown to clear4 1Vary the post spacing up to w a y o r a u x il ia r y l a n e

N o r m a l e d g e o f tr a v e le d as directed other undesirable geometrics exist.

situations such as sharp vertical or horizontal curves, or

On roads with less than 500 ADT, use delineators only for heavy snow removal operations.

OREGON TYPE 2 OREGON TYPE 3

OREGON TYPE 1

OREGON TYPE 4

Galvanized flanged U-channel steel

1st S pace

2nd S pace

3rd S pace

R a d iu s reflective sheeting steel post

U-channel

Flanged to Type 1 post reflectance

Equal in to Type 2 post reflectance

Equal in

Wood post

White (W-1) reflective sheeting.

Single unit retro-

White (W-1) reflective sheeting.

Single unit retro-cylindrical post wrapped about sheeting. White (W-2)

Double unit retroreflective

White (W-2) reflective sheeting.

Double unit retro

Taper

(8 req'd)

Aluminum sheet, reflective sheeting

V a r ia b le

On Curve blind rivets (typ.)

roadway section dependent on

VARIABLE,

Measure spacing along the shoulder or face of curb.

restrictive spacing.

If horizontal and vertical curves are combined, use the more of the traffic delineators.

pavement to be placed later when establishing the elevation the ultimate pavement, allow for the thickness of base and

When the contract does not provide for the construction of the post if the variation is exceeded.

driveways, cross roads, intersections or ramps. Eliminate o r f a c e o f c u r b

E d g e o f s h o u ld e r

Wood post plastic post

Flexible

Target plate

Post anchorage system upon make of post used and posts variable, dependent

(4 REQUIRED)

HOLE DETAIL

SPACING FOR HORIZONTAL CURVES

e c k e d b y

D e s ig n e d b y

F e b

P

M o r p e .d g n

U

S C

OR DOT 36(1)

J .B r a s h

K .L a

REVISED: 11/2014

DETAIL APPROVED FOR USE --/----

WESTERN FEDERAL LANDS HIGHWAY DIVISION

W633-70

SPACING ON EACH SIDE OF ROADWAY IN FEET

≤ 110

110 to < 170

170 to < 250

250 to < 340

340 to < 480

480 to < 640

640 to < 820

820 to < 960

960 to < 1200

1200 to < 1500

1500 to < 2000

2000 to < 2900

2900 to < 5800

≥ 5800

400' each side

100'

3 min. @ 50'

3 min @ 100'

Metal post 2 ft (min.) plastic

6' (max.)

2' norm.

4" wide bands post, minimum weight 2 lbs/ft

3" x 4" retro-

0.050" thickness

3" - 4" diameter3" - 4" wide m in m in

" dia. holes4

" x 2" lag screws2

DELINEATORS

OREGON

" dia. holes.16

" aluminum16

3" x 4" retro-

Offset delineators a minimum distance of 4 feet in areas of

U.S. CUSTOMARY DETAIL

DETAIL

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

F.6

U S

C

J

T r a n s p o r ta ti o n

W

X

W F L

O R F

H W

A T

O

O R R o a d w a y C

A D

D S h e e ts o r p e .d g n

P

M

F e b r u a r y

Fasten with four

"16

"2

"16

"2

"2

"16

"16 11"16

7"16 e c k e d b y

D e s ig n e d b y

F e b

P

M o r n c .d g n

U

S C

OR DOT 36(1)

J .B r a s h

K .L a

Striping Plans.

accessibility symbol unless a border is indicated in the

The Accessibility Parking Space marking only includes the

"Standard Highway Signs", current edition.

All letters, numerals and symbols shall conform with the current edition.

with the ''Manual on Uniform Traffic Control Devices'' (MUTCD), Place pavement word and symbol markings in accordance

3.

2.

1.

TYPE

ACCESSIBILITY PARKING SPACE MARKING

"AHEAD" WORD MARKING "SCHOOL" WORD MARKING

"ONLY" WORD MARKING"YIELD" WORD MARKING"STOP" WORD MARKING

TURN LANE-USE ARROW PAVEMENT MARKING AREASLANE-USE ARROW

THROUGH

LANE-USE ARROW

TURN AND THROUGH

TRIANGLE SYMBOL

YIELD AHEAD

NOTE:

Turn and Through Lane-Use Arrow

Turn Lane-Use Arrow

Through Lane-Use Arrow

YIELD Word Marking

STOP Word Marking

SCHOOL Word Marking

ONLY Word Marking

AHEAD Word Marking

Accessibility Marking w/ border (Blue)

Accessibility Marking w/ border (White)

Accessibility Marking (symbol only) specified in the Striping Plans

Blue background when border in the Striping Plans

White border when specified

6'

(V

M

P H

(V

M

P H

(V

M

P H

(V

M

P H

8"

.5

.5

14"12"14"

12"30"30"

33"

R

R

12"30"30"

.7

.7

33"

R

14"

6.75'

4" Typical

4" Minimum

T y p

4" Minimum

4" Typical

Yield Ahead Triangle (V≥45 MPH)

Yield Ahead Triangle (V≤40 MPH)

7'

9.75'8'

6'

27"

R

27"

T y p

SQFT

M in im u m

6" R

3" Minimum

9" R

REVISED: 11/2006 10/2007

DETAIL APPROVED FOR USE 3/2003

WESTERN FEDERAL LANDS HIGHWAY DIVISION

U.S. CUSTOMARY DETAIL

DETAIL

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

F.7

REVISED: 11/2006 10/2007

DETAIL APPROVED FOR USE 3/2003

SYMBOLS AND WORDS

PAVEMENT MARKINGS

W634-1

45"

3"R

3"R

3"R

24" Minimum

10'30'10'30'10'

2' to 6'

PAVEMENT MARKINGS

LINEAR

2' m a x m in

4" dotted white line

4" solid white edge

4" solid double

4" dotted white

Locate 24" wide stop line to

4" solid white edge line

4" broken yellow centerline

F.8

NO SCALE

4.

(Figure 21, Option 1) at OR-126.

2011 Edition, Revision 1 dated June 2012.

Department of Transportation Traffic Line Manual, Use reversing curves left lane striping per Oregon

NOTE:

NO SCALE

s s w

Transition

Curve widening

Transition

S h o u ld e r s

T ra v e l

L

T ra v e l

L

S h o u ld e r s s L

L s when specified in plans

S o u ld e r

L a n e

T r a v e l

L a n e

T r a v l o u ld e r required by the maintaining agency.

pavement markings when specified on the plans or when

Typical pavement marking widths are shown. Use wider for curve widening transition locations.

throughout the curve widening area. See staking details the roadway. Maintain a constant shoulder width "s" curve widening "w" to achieve equal lane widths within

Paint centerline pavement markings on curves with curb interface when curb is present.

Place edge line pavement markings at asphalt/concrete required by the maintaining agency when specified in the plans or when

Increase spacing between parallel lines

3.

2.

1.

markings when specified

Approach road pavement

TYPICAL PAVEMENT MARKING APPLICATIONS

CENTERLINE MODIFICATION FOR CURVES WITH WIDENING APPLIED ON INSIDE

CENTERLINE DETAIL

See Note 2 for treatment of curves when widening "w" is split equally on both sides of centerline

L w break specified in plans extension when edge line line when specified in plans yellow centerline line extension

Turnout

Edge of pavement allow sufficient sight distance

Major approach road

Minor approach

Centerline as required

Edge line when specified in plans and location of top lift pavement joint

Offset centerline for pavement markings

Design

Edge line when specified in plans w

L w L w

CL

CL

L a n e

L a e c k e d b y

D e s ig n e d b y

M a r

P

M o r p f.

d g n

U

S C

OR DOT 36(1)

J .B r a s h

K .L a railroad symbol

Pavement markings, type B, W10-1

24" solid white stop line

Pavement markings, symbols, solid (yellow) 4" double

Pavement markings, type B, W10-1 solid (white), 4"

Pavement markings, type B, PAVEMENT MARKINGS

RAILROAD SYMBOL

F.9

STATE PROJECT

e c k e d b y

D e s ig n e d b y

F e b

P

M o r p h .d g n

U

S S u r ft

D

OR DOT 36(1)

J .B r a s h

K .L a

10' min.

20'

2'

MIN

9'

16"

25' 25'

2'

MIN

9' 8'

6' 495'

TYPICAL RAILROAD SYMBOL MARKINGS

RAILROAD SYMBOL (white)

12' Minimum from nearest rail

F.10

S

S

RUMBLE STRIPS

P u b lic R o a d

D ir e c tio n o f T r a ffic

A

Location Varies)

(Exact Type and

Striped Lane Striping

T r a v e l

L a n e

T r a v e l L a n e

Striping

(centered on centerline)

Rumble Strip Groove median type based on

Pattern as req. on median type

Pattern as req. based

PLAN

SECTION B-B

SECTION A-A

Surfacing

Existing

R=12" Max.

Surfacing

Existing

25'

25' 25'

T r a v e l L a n e3

16"

16"

B B

7"

NOTE:

(Matches Painted Skip Line Pattern)

Centerline Bike Gap Pattern

LEFT TURN LANE TRANSITION

RUMBLE STRIP GROOVE

TYPICAL INTERSECTION

RUMBLE STRIP

" Min. - 1" Max.8

" Min. - 1" Max.8 pavement markings.

3. Install rumble strips prior to chip seal and permanent locations as directed.

public roads, two-way left turn lanes, and other cement concrete surfaces, intersections with

2. Omit rumble strips on bridge decks, portland

1. Install rumble strips on centerline as shown.

Pattern

Gap

Pattern

Gap

Pattern

Gap

Rumble Strip

Gap Pattern e c k e d b y

D e s ig n e d b y

F e b

P

M o r p q .d g n

U

S S u r ft

D

OR DOT 36(1)

J .B r a s h

K .L a

F.11

17.2

8.9 42.2

25.6

8.9

17.2

.6

.5

.9

3.0" Radius, 1.0" Border, White on Green;

[ENTERING] C; [Brickerville] C;

3 3

65.8621.86

24.48

3.0" Radius, 1.0" Border, White on Green;

[Indian Creek] D; [Rd] D;

8.3

3.0" Radius, 1.0" Border, White on Green;

[Riverview] D; [Av] D;

38.9 6 6.5 6.3

3 3

6 4

3 5

57.7

44.37.4 8.3 4.3 7.7

8.9 5.4

3.0" Radius, 1.0" Border, White on Green;

[Sutherland] D; [Rd] D; [5120] D;

NOTE:

1.

NO SCALE

All dimensions are in inches.

GUIDE SIGNS

PERMANENT

49.1 46.96.4

33.67.2

28.49.8

6.0" Radius, 1.3" Border, White on Green;

[JCT ½ MILE] D;

[Florence] D; [Eugene] D;

6.4

12.7

11.2

9.8

7.2

.5

.5

.5

.5

.5

22.512.8 .5

.5

.5

SIGN 43SIGN 7

SIGN 94

SIGN 10 & 11

SIGN 27 & 28

SIGN 49 & 56

SIGN 19 & 33

SIGN 81

.9

.2

5.8 9.8

.5

6 39.9 6 21.8

.3

.5

21.6 6.8

4 31.2 6 21.8

.5

.5

33.4 24.3 6 21.9 6 8.6

18.7

16.6

7.8

.9

.2

.5

3.0" Radius, 1.0" Border, White on Green;

Standard Arrow Custom 9.9" X 6.1" 180{; [Thompson Creek] D; [TO Tenmile Creek] D;

[TO Indian Creek Rd] D;

SIGN 47 & 48

SIGN 35 & 36

SIGN 12

5.8

6.5

16.9

3.0" Radius, 1.0" Border, White on Green;

21.6 6 16.4

6.5

6.5 30.8

6 3

7 34 7

[Greenleaf] C;

.2

5.7

9.9633.5

.9

9.2

3.0" Radius, 1.0" Border, White on Green;

[Florence 28] D; Standard Arrow Custom 9.9" X 6.1" 0{;

Standard Arrow Custom 9.9" X 6.1" 180{; [Eugene] D; [52] D;

5.7

.9

28.48.2

.2

.9

9.97.7

.5

7.7

9.28.9

.4

[Mapleton] C;

3.0" Radius, 1.0" Border, White on Green;

8 832

[Swisshome] C;

4.3 4.339.4

[Tide] C;

3.0" Radius, 1.0" Border, White on Green;

7.9 7.914.2

3.0" Radius, 1.0" Border, White on Green;

3.0" Radius, 1.0" Border, White on Green;

[North Fork -] D; [Siuslaw] D; [Rd] D;

SIGN 68 & 69

e c k e d b y

D e s ig n e d b y

F e b

P

M o r p i.

d g n

U

S C u s to m a r y

OR DOT 36(1)

J .B r a s h

K .L a