Plan_signoff_OR Flap Crook 123(1)_.pdf

BRENT L COE Digitally signed by BRENT L COE Date: 2022.12.06 14:35:40 -08'00'

Clinton.Choy Sticky Note Accepted set by Clinton.Choy

OR FLAP CROOK 123(1) A.2

BEGIN PROJECT

E. 4905032.2709 N. 975005.4217 880+50

END PROJECT

E. 4940436.1224 N. 994824.3395 1309+00

U S -2

Scale in miles

N

STATION

OCHOCO RANGER

FOREST

NATIONAL

OCHOCO

32 33 34 35

87 9

T13S

T14S

T13S

T14S

R

E

R

E

R

E

R

E

R

E

R

E

R

E

R

E

STATE PROJECT

NUMBER

SHEET

VICINITY MAP

:1

A

M

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D o r r

A.3FLAP CROOK 123(1)OR

Sheet and Description

SECTION D SECTION E SECTION F SECTION G 0

SITE PLAN DETAILS TEMPORARY TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

A2000 15101-0000 MOBILIZATION LPSM ALL

A2020 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

A2040 15301-0010 CONTRACTOR QUALITY CONTROL

AND ASSURANCE LPSM ALL

A2060 15401-0000 CONTRACTOR TESTING LPSM ALL

A2080 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A2100 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 2,200 2,200

A2120 20302-1200 REMOVAL OF GUARDRAIL LNFT 2,445 300 2,745

A2140 30201-1000 ROADWAY AGGREGATE, METHOD 1 CUYD 80 10 90

A2160 30205-0500 ROADWAY AGGREGATE, SHOULDER

FINISHING MILE 16.240 16.240

A2200 40101-5600 ASPHALT CONCRETE PAVEMENT,

GYRATORY MIX, 1/2-INCH OR

3/4-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, 0.3 TO <3 MILLION

ESAL TON 13,630 1,635 15,265

A2220 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 137 7 144

A2260 41201-0000 TACK COAT TON 52 3 55

A2280 41402-2000 CRACKS, CLEANING AND SEALING MILE 8.2 8.2

A2300 61701-4500 GUARDRAIL SYSTEM MGS, TYPE 2,

CLASS A STEEL POSTS LNFT 1,813 200 2,013

A2320 61702-1500 TERMINAL SECTION, TYPE MGS

TANGENT EACH 12 12

A2340 62201-0350 BACKHOE HOUR 20

A2360 62301-0000 GENERAL LABOR HOUR 20

A2380 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID (YELLOW) LNFT 121,500 121,500

A2400 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID (6-INCH WIDE, WHITE) LNFT 171,500 10,000 181,500

A2420 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID (WHITE STOP BAR) LNFT 50 50

A2440 63401-0400 PAVEMENT MARKINGS, TYPE B,

BROKEN (YELLOW) LNFT 52,000 52,000

A2460 63501-1000 TEMPORARY TRAFFIC CONTROL,

TRAFFIC CONTROL SUPERVISOR LPSM All ALL

A2480 63502-1250 TEMPORARY TRAFFIC CONTROL,

TUBULAR MARKER, TYPE 42-INCH EACH 150 150

MileStone: 100% Estimate Date Completed: In Progress Report Date: 11/22/22

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A

-N ov -2

5:

P M

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities

C

U se rs \t hi nh

.p ha n\ D es kt op \O ch oc o\ R es po ns e to

Q A\

[s um m ar y.

xl sm ]S he et

STATE PROJECT

B.1FLAP CROOK 123(1)OR

SHEET

NUMBER

Sheet and Description

SECTION D SECTION E SECTION F SECTION G 0

SITE PLAN DETAILS

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

A2500 63502-1300 TEMPORARY TRAFFIC CONTROL,

DRUM EACH 60 60

A2520 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 306 30 336

A2540 63505-1000 TEMPORARY TRAFFIC CONTROL,

PAVEMENT MARKINGS MILE 8.2 8.2

A2560 63506-0500 TEMPORARY TRAFFIC CONTROL,

FLAGGER HOUR 1,100 1,100

A2580 63506-0600 TEMPORARY TRAFFIC CONTROL,

PILOT CAR HOUR 200 200

-N ov -2

5:

P M

MileStone: 100% Estimate Date Completed: In Progress Report Date: 11/22/22

C

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.p ha n\ D es kt op \O ch oc o\ R es po ns e to

Q A\

[s um m ar y.

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2)

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

STATE PROJECT

B.2FLAP CROOK 123(1)OR

12' 12'

CL

Existing ground

Match existing slope Match existing slope

Tack Coat

OCHOCO RANGER STATION ROAD TYPICAL

880+50 to 1309+00 shoulder finishing

Roadway aggregate, (Type I smoothness)

2-inch compacted depth

0.3 to <3 million ESAL nominal maximum size aggregate

Gyratory mix, 1/2-inch or 3/4-inch

Asphalt concrete pavement, Existing asphalt concrete pavement

NOTE:

1. See Section E for guardrail locations and details.

shoulder finishing

Roadway aggregate, STATE PROJECT

NUMBER

SHEET

TYPICAL SECTION

:0

P

N o v e m b e r c p w w o r k

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D o r r

C.1FLAP CROOK 123(1)OR

1' min.

1' min.

Greater than 1"

CRACK SEALING AND FILLING

existing surface.

4. Force crack repair material into cracks to ensure adhesion to

3. Seal and fill cracks at locations designated by the CO.

other methods approved by the CO.

2. Remove existing sealant from cracks to be filled by routing or cracks.

Follow manufacturer's recommendations for sealing and filling

1. Prepare cracks for sealing and filling according to Section 414.

NOTE:with existing surface

Strike off material to flush flush with the existing surface

Ensure all remaining overband is

414.06(a) and 712.01(a)(1) crack sealant. See Subsections

Seal crack with hot applied

CRACK SEALING CRACK FILLING

" to 1"4 with existing surface. See Subsection 414.06(b).

Fill crack with pre-formulated mastic material flush

STATE PROJECT

NUMBER

SHEET

CRACK SEALING AND FILLING

ASPHALT PAVEMENT

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C.2FLAP CROOK 123(1)OR

STATE PROJECT

SHEET

PLAN QUANTITIES

TABULATION OF ROADWAY

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D o r

D.1FLAP CROOK 123(1)OR

STATE PROJECT

NUMBER

SHEET

SITE PLAN

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D o r r

D.2FLAP CROOK 123(1)OR

BEGIN PROJECT

E. 4905032.2709 N. 975005.4217 880+50

END PROJECT

E. 4940436.1224 N. 994824.3395 1309+00

RANGER

OCHOCO

S

TATI

O

R O

A D

Scale in miles

N

Guardrail Site 01

Guardrail Site 02

Guardrail Site 03

Guardrail Site 05

Guardrail Site 04

Approach 1

Approach 2

Approach 4 Approach 5

Approach 8

Approach 10

Approach 11

Approach 12

Approach 14

Approach 17

Approach 18

Approach 20

Approach 21

Approach 3 Approach 6

Approach 9

Approach 7

Approach 13

Approach 16

Approach 19

Approach 15

1. See Section E for guardrail and approach details

NOTE:

NO SCALE

Spacing Slope

STAKES REQUIRED

1:1

1:2

1:3

1:4 or flatter for each roll

Stakes required

FIBER ROLL SPACING

Fiber roll length

DRAFT: 7/2016

REVISED:

DETAIL APPROVED FOR USE 10/2014

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FIBER ROLL

(FT)

(FT)

W157-21

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

U S

C c m y fi le s p w p r o d u c ti o n d m s

W .d g n

J u ly

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

FIBER ROLL STAKING DETAIL

PROPERLY STAKED AND ENTRENCHED FIBER ROLL

Existing ground (typ.)

Fiber roll

Flow direction

Slope

Direction of runof f from distur bed area s sp ac in g ch ar t

S ee F ib er R ol l

Fiber roll ff o n ur f o n oi t c er i

D along contours

Install fiber rolls

Fiber roll

Slope

Fi ll slo pe

Direction of runoff ground

Existing soil to match ground level

Backfilled and compacted

Flow larger than fiber roll wood stakes. See Note 2.

Pay lim its

Pay lim its

SLOPE PROTECTION INSTALLATION

ALTERNATE FIBER ROLL JOINT DETAIL

FIBER ROLL LAPPING DETAIL

on uphill side of fiber roll

Place excavated material Stagger joints (typ.)

2.

1.

permanent installations. Do not crush fiber roll while staking.

roll is secure to slope. Live stakes may be used for and install fiber rolls

Step 1: Excavate trench Step 2: Backfill soil against fiber rolls

2" (min.) Excavate trench 2"

1" x 1" or 1" Ø 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.)

Drive stakes at each end and at 4-foot spacing until fiber fiber roll and space stakes at 4-foot max.

6-inches from fiber roll end angles towards the adjacent

Overlap fiber rolls 12-inch minimum. Drive stakes at

E.1

NUMBER

SHEET

D e f a u lt c p w w o r k

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OR FLAP CROOK 123(1)

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D e s ig n e d b y

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D o r r

APPROACH ROAD

Width30 ft. typ.

ROAD

of pavement

Existing edge

Width20 ft. typ.

of pavement

Existing edge

DRIVEWAY

R=match existing

R=match existing.

nominal maximum size aggregate, 0.3 to <3 million ESAL

Asphalt concrete pavement,Gyratory mix 1/2-inch OR 3/4-inch nominal maximum size aggregate, 0.3 to <3 million ESAL

Asphalt concrete pavement,Gyratory mix 1/2-inch OR 3/4-inch

Overlay EP to 2" at sawcut.

Approach Location table.

Sawcut for milling as noted in

Existing pavement.

Asphalt concrete pavement milling, 0 - 2" depth

Project paving limit

AT PROJECT PAVING LIMITS

ASPHALT CONCRETE PAVEMENT

0.3 to <3 million ESAL

OR 3/4-inch nominal maximum size aggregate, Asphalt concrete pavement,Gyratory mix 1/2-inch

200' taper (1" per 100') on highway Match existing grade

Existing pvmt.

Existing pavement.

Asphalt concrete pavement milling, 0 - 2" depth

Paving limit

APRON

PAVED APPROACH

Mainline paving 30'

Match existing grade

Existing pvmt.

Existing surface.

Gravel, 0 - 2" depth

APRON

GRAVEL APPROACH

Mainline paving Match to width as list on table on this sheet

Match existing grade

Existing pvmt.

Roadway aggregate, method 1 in the mainline quantities.

1. Asphalt quantity for approach road is included

NOTE:

is included in the mainline quanities

1. Asphalt quantitites for approach road

E.2

NUMBER

SHEET

E

.2 p w w o r k

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OR FLAP CROOK 123(1)

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D o r

GUARDRAIL QUANTITIES

OR FLAP CROOK 123(1)

E.3

E.4

E.5

E.6

ROAD WORK

END

WORK

ROAD

AHEAD

ROAD NAME

WORK

ROAD

AHEAD

ROAD WORK

END

WORK

ROAD

xxxxx

WORK

ROAD

xxxxxxx

ROAD WORK

NEXT xx MILES

WORK

ROAD

AHEAD

xx

MPH

ROAD NAME

ROAD WORK

END

WORK

ROAD

xxxxxxx

ROAD WORK

END

xx

MPH

WORK

ROAD

xxxxxxx

ROAD WORK

NEXT xx MILES

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

ROAD TYPE

DISTANCE BETWEEN

A B C

NOTE:

M in o r R o a d

M a jo r R o a d

B as de ter mi ne d b y t he C

O

Wor k z on e A re a o f I nfl ue nc e

(S ee S ign S pa cin g T ab le)

ADVANCE W

ARNI

NG

AREA

(S ee S ign S pa cin g T ab le)

ADVANCE W

ARNI

NG

AREA

A

B

C

A

A

A

A

Pr oje ct Lim its

See Note 8 W16-8P W20-1 over

W20-1

G20-2

See Note 9 W20-1

See Note 9 W20-1

(optional) W13-1P

See Note 10 G20-1

G20-2

See Note 8 W16-8P W20-1 over

G20-2

G20-2

See Note 9 W20-1

See Note 9 W20-1

(optional) W13-1P

See Note 10 G20-1 the distance to the work area in feet or in miles. Install an additional W20-1 The message on the W20-1 signs may be ROAD WORK AHEAD or may specify of the road on which the construction does occur (applies to major roads only).

construction work occurs, include a supplementary plaque indicating the name If W20-1 is placed on a roadway other than that on which the actual

Cover post-mounted signs when not applicable.

Do not store traffic control devices along the roadway when not in use.

the CO.

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

NCHRP-350 or MASH for crashworthiness.

Ensure all sign supports exposed to impact by traffic meet the requirements of indicate a maximum recommended speed through the construction area.

Install advisory speed plates under the W20 series warning signs as needed to

Vary messages as required.

signs, locate the warning signs to fit field conditions as approved by the CO.

Where advance warning signs, placed as shown, interfere with permanent this traffic control plan as necessary to accommodate actual operations.

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

Erect all project advance warning signs before starting construction work.

retroreflective sheeting types.

Refer to Section 635 of the Special Contract Requirements for allowable

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

verify that an encroachment permit has been obtained.

If signing on a roadway under a jurisdiction other than the client agency, whole mile.

each end of the project. Show the distance on the G20-1 sign to the nearest

Ro ad N ame

SIGN SPACING TABLE

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

Expressway / Freeway

SIGNS IN FEET

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

6/2005 STANDARD APPROVED FOR USE

7/2022 REVISED: 635-1

ADVANCE SIGNING

TEMPORARY TRAFFIC CONTROL

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FLH STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

2.

1.

Traffic flow yellow centerline yellow centerline solid yellow centerline and solid yellow centerline

Traffic flow

Traffic flow

Traffic flow

Traffic flow

Traffic flow

Traffic flow

Traffic flow

Traffic flow

Traffic flow

Traffic flow

Traffic flow

4" Broken yellow centerline

4" Broken yellow centerline

NOTE:

Two-way traffic

No passing zone one direction

DETAIL A2

Two-way traffic

No Passing zone one direction

DETAIL B2

Two-way traffic

No passing zone both directions

DETAIL A3

Two-way traffic

No Passing zone both directions

DETAIL B3

Shoulder

Shoulder

Shoulder Shoulder

Shoulder

Shoulder

On two- or three-lane roads, signs may be used instead of temporary patterns:

To substitute raised pavement markers for lines, use the following

Double solid line: two pavement markers, side by side, spaced on allowed by the gap shown based on curvature.

Two-way traffic

Passing zone both directions

DETAIL B1

Two-way traffic

Passing zone both directions

DETAIL A1

DETAIL A DETAIL B

2' 18'

20'

40'

2' 38'

2' 18'

20'

2' 38'

40'

4" Broken yellow and

4" Broken yellow

4" Solid double

4" Solid double

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

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

10' centers.

pavement markings as shown on Standard 635-3.

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

STANDARD APPROVED FOR USE 6/2005

7/2022

REVISED: 635-2

PAVEMENT MARKINGS

TEMPORARY

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FLH STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

Traffic flow

Traffic flow not the advisory speed.

Approach speed based on the regulatory posted speed, *

Device spacing

Spacing Table)

(See Length and Channelizing devices

(optional)

BUFFER SPACE

Flagger location

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

ATAPER AREABUFFER SPACEVARIABLEBUFFER SPACETAPER AREAABC

WORK

ROAD

AHEAD

See Note 4

W20-1

ONE LANE

ROAD

AHEAD

xx

MPH

W20-4

(optional)

W13-1P xxx

FEET

W20-7

(optional)

W16-2P

Flagger location

WORK SPACE

TERMINATION AREA

ROAD WORK

END

See Note 4

G20-2 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 as approved by the CO.

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

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

7.

6.

5.

4.

3.

2.

1.

(optional)(optional)

NOTE:SIGN SPACING TABLELENGTH AND SPACING TABLE

50' - 100' 50' - 100'

See Note 6

10' min.

ROAD TYPE

DISTANCE BETWEEN

A B C

Expressway / Freeway

SPEED*

APPROACH

AREA

TAPER

SPACE

BUFFER

SPACE

WORK

CHANNELIZING DEVICE

LENGTH

SPACE

BUFFER

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

100MPH FEET SPACING IN FEET

7/2022 REVISED:

635-6

(WITH FLAGGERS)

SINGLE LANE CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

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FLH STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

See post detail (typ.)

Break-away holes.

See table for hole size parallel to sign face.

Field drill holes through post

Bottom of sign panel

Post�

Local tangent

< 10

" dia. bolts 4 1Attach sign panels with a minimum of 2 -a minimum lateral distance of 1' behind the face of lateral offset of 2' may be used. In areas with curbs, 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

NOTE:

90°

93°

WOOD POST SELECTION TABLE

X X

0.75X

H

H

X

0.2X0.6X 0.2X

Y

H

D

H

D

H

D

Long side of post

D

7.

6.

5.

4.

3.

2.

1.

In areas where lateral distance is limited, a minimum

D = Post embedment depth for average soil conditions.

Select post lengths to fit field conditions.

H1 and H2 = Overall post length.

per post.

In pedestrian locations, or in areas with obstructed views, the curb may be used.

by the CO.

State standards may be used as an alternative if approved

SINGLE POST SIGN TWO POST SIGN

SIGN INSTALLATION ANGLE

POST DETAIL

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

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

S e e N o te m in

S e e N o te m in

See Note 4

6' - 12'

On tangent alignment

200'

"X"

WIDTH AREA

OF POSTS

NUMBER POST SIZE D HOLE SIZE

(SQFT)

Other Shapes ≤ 48" Diamond ≤ 36"

Other Shapes ≤ 12' Diamond ≤ 48"

(INCH) (INCH) (INCH)

Diamond ≤ 48"

65 - 95

65 - 95

50 - 65

50 - 65

20 - 50

10 - 20

10 - 20

> 30'

> 17'

12' - 16'

> 13'

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

1.5

1.5

1.5

1.5

7/2022 REVISED: 635-14

WOOD POSTS

SIGN INSTALLATION

TEMPORARY TRAFFIC CONTROL

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FLH STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

NOTES:

Subsection 152.05(m).

existing pavement markings prior to beginning pavement work, according to

2. Final pavement marking locations are identical to existing. Stake the limits of

1. For pavement marking details, see Sheets G.2 and G.3

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TRAFFIC CONTROL QUANTITIES

TABULATION OF PERMANENT

STATE PROJECT

NUMBER

SHEET

OR FLAP CROOK 123(1) G.1

3. Quantities shown are for two coats.

Thinh.Phan Sticky Note Completed set by Thinh.Phan

LL

LL

LL

LL

LL

Direction of Traffic, Increasing Stationing or Thru Traffic Side

L E G E N D:

SOLID (WHITE)

PAVEMENT MARKINGS, TYPE B,

Increasing Stationing Increasing Stationing

BROKEN, (YELLOW)

PAVEMENT MARKINGS, TYPE B,

SOLID (WHITE STOP BAR)

PAVEMENT MARKINGS, TYPE B,

LL

LL For centerline

(thru traffic side

For left turn lane

SOLID (DOUBLE NO-PASS YELLOW)

PAVEMENT MARKINGS, TYPE B,

SOLID, 4" YELLOW NO-PASS RIGHT

PAVEMENT MARKINGS, TYPE B

SOLID, 4" YELLOW NO-PASS LEFT

PAVEMENT MARKINGS, TYPE B

Lane line dimensions are shown on typical sections

STATE PROJECT

NUMBER

SHEET

DETAILS

PERMANENT TRAFFIC CONTROL

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C h e c k e d b y

D a n

I li y n

D e s ig n e d b y

G.2FLAP CROOK 123(1)OR

40'40'

30'10'

40'40'

30'10' s p a c e

S p a c e

10' 30'

40'40'

S p a 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

3.

2.

1.

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

CL

CL

L a n e

L a n e when specified in plans required by the maintaining agency when specified in the plans or when

Increase spacing between parallel lines markings when specified

Approach road pavement 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

6" solid white edge line

4" dotted white line 4" dotted white

6" solid white edge

4" solid double

Locate 12" wide stop line to 4" broken yellow centerline

NOTE:

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

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

S o u ld e r

L w w w w m a x m in

2' 10'30'10'30'10'

2' to 6'

:5

O c to b e r

D e t

W p w w o r k

\d

\G .3

R e v is e d

W

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT SPECIFIC DETAIL

PAVEMENT MARKINGS

LINEAR

STATE PROJECT

NUMBER

OR FLAP CROOK 123(1) G.3