_All_Plans_YELL_17(1)_4-27-17.pdf

david.l.mariman Typewritten Text H-1

Section D Section E Section F

Plan & Profile Temporary Traffic Control

Permanent Traffic Control ALLOWANCE Bid

Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0060 15401-0000 CONTRACTOR TESTING LPSM ALL

A0080 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0100 40901-3000 MICRO SURFACING, TYPE 3 SQYD 364,962 15,038 380,000

A0120 41402-2000 CRACKS, CLEANING AND SEALING MILE 5.0 5.0 As directed by CO.

A0140 41801-2000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2 SQYD 250 250

A0160 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 30

A0180 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY

BUCKET, 18-INCH WIDTH HOUR 30

A0200 62201-2360 VACUUM SWEEPER HOUR 30

A0220 62301-0000 GENERAL LABOR HOUR 40

A0240 63401-0000 PAVEMENT MARKINGS (Type B) LNFT 922,252 7,748 930,000

A0260 63405-0050 PAVEMENT MARKINGS, SYMBOLS (Type B) EACH 12 12

A0280 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE EACH 220 220

A0300 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN EACH 2 2

A0320 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS LNFT 113,593 4,407 118,000

A0340 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 300 300

A0360 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 150 150

A0380 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR DAY 30 30

A0400 63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER FXHR 600 600

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S he et

SUMMARY OF QUANTITIES

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.1NPS PRES 17(1)WY

SHEET

NUMBER

NPS PMIS No. 242012 david.l.mariman

H-2

Construction Limits Construction Limits

Grade Varies Grade Varies

Slope

Variable

Var ies

Varies

TYPICAL SECTION

MICRO SURFACING

NOTE:

Existing asphalt surface

C.1

TYPICAL SECTION

NO SCALE

1. Refer to Surfacing Tabulation Sheet D.1 for width and extent of asphalt surface treatment.

2. Protect project timber curbs, asphalt curbs, stone curbs, concrete curb & gutter, concrete barriers, concrete and cobble stone islands, stone wall, manholes, snow pole sleeves, water valves, and all other appertenances during all surface treatment operations.

3. Measure existing roadway widths as per 152.05(m).

4. Patch surface and seal/fill cracks prior to micro surfacing.

See section D for routes.

Micro Surfacing, Type 3

See Surfacing Tabulation Sheet

For Roadway Width Dimensions

STATE PROJECT

A p r

A

M A

M J

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

W

X

W F L P P

Y E

L L F

H W

A T R o a d w a y C

A D

D S h e e ts y e ll p p r e s c a .d g n

NUMBER

SHEET

NPS PMIS NO.: 242012

NPS PRES 17(1)WY

david.l.mariman

H-3

" to 1"4

NO SCALE

Greater than 1"

CRACK SEALING AND FILLING

CRACK SEALING AND FILLING

ASPHALT PAVEMENT

CRACK SEALING

CRACK FILLING

flush with the existing surface

Ensure all remaining overband is

C.2

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

Seal crack with hot applied

D

A T

E

P

A T

H and 403.

existing surface. See Subsections 414.06(b)

Fill crack with asphalt concrete mix flush with

1. Prepare cracks for sealing and filling according to Section 414. Follow manufacturer's recommendations for sealing and filling cracks.

2. Remove existing sealant from cracks to be filled by routing or other methods approved by the CO.

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

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

with existing surface

Strike off material to flush

STATE PROJECT

M a r

A

M A

M J

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

W

X

W F L P P

Y E

L L F

H W

A T R o a d w a y C

A D

D S h e e ts y e ll p p r e s c b .d g n

NUMBER

SHEET

NPS PMIS NO.: 242012

NPS PRES 17(1)WY

david.l.mariman

H-4

V a r ie s to a depth of 10" base and subgrade material

Remove damaged pavement, pavement

Existing base course

Existing 1.

conditions encountered at time of construction.

Extent of patch to be determined by the CO based on

2.

3.

4.

Pay Limits

Fog seal

FULL DEPTH PATCH TYPE 2

FULL DEPTH PATCH TYPE 1

Pay Limits to a depth of 4" base and subgrade material

Remove damaged pavement, V a r ie s pavement

Existing base course

Existing around the perimeter of the patch

Tack coat according to Section 412

Fog seal around the perimeter of the patch

Tack coat according to Section 412

NO SCALE

5.

to Subsection 412.04.

Clean existing surface prior to applying tack coat according

Fog seal surface according to Subsection 406.06.

item. See Section 418.

All items shown within the pay limits are included in the pay stabilization geogrid layer according to Section 207.

of crushed aggregate and existing base course. Install

For Type 1 patch, place stabilization geogrid between bottom to Subsection 418.04(b)

Remove pavement according

FOOTNOTE:

[1]

[2]

[1]Stabilization geogrid 4" Asphalt concrete, Type II

4" Asphalt concrete, Type II

C.3

NOTE:

[2]6" minor crushed aggregate

91% of the maximum specific gravity.

Compact asphalt concrete, Type II to a minimum of

418.03(b) according to Subsection

Remove pavement

PATCH TYPE 1 & 2 DETAILS

ASPHALT CONCRETE PAVEMENT

material, according to Subsection 703.06.

Asphalt millings can be used as acceptable crushed aggregate

STATE PROJECT

M a r

A

M A

M J

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

W

X

W F L P P

Y E

L L F

H W

A T R o a d w a y C

A D

D S h e e ts y e ll p p r e s c c .d g n

NUMBER

SHEET

NPS PMIS NO.: 242012

NPS PRES 17(1)WY

david.l.mariman

H-5

40901-3000 41402-2000 41801-2000

FT FT

SQYD MILE SQYD

014 South Entrance Road 4388 0.000 0.465 2,455 37 10,093 100 014 (1) Pullout 4388 591 014 South Entrance Road 4388 0.465 0.491 014 South Entrance Road 4388 0.491 0.757 1,404 37 5,772 014 (1) Pullout 4388 380 014 South Entrance Road 4388 0.757 0.797 014 South Entrance Road 4388 0.797 6.000 27,472 29 88,521 014 (5) Pullouts 4388 1,639 014 (1) Approach Road 4388 200 014 South Entrance Road 4388 6.000 21.580 82,262 27 246,786 5.0 150

(26) Pullouts 4388 10,913

(1) Driveway 4388 67

364,962 5.0 250

145.2 = Hot Asphalt Concrete (lbs/cuft) 0.43 = Emulsified Asphalt (Gal./sqyd)

0.15 = Fog Seal (Gal./sqyd) 240.0 = Emulsified Asphalt (Gal./ton)

233.0 = Fog Seal (Gal./ton) 0.10 = Tack Coat (Gal./sqyd)

233.0 = Tack Coat (Gal./ton)

J:\_Transportation\W3X71226_WFL_PP_YELL\700FHWA\T0026\Roadway\CADD_Sheets\_Tabs\[YELL 17(1) Proj_Sum_Shts.xlsm]Road 1

98,213

Remarks

BID ITEM NUMBER

MICRO SURFACING, TYPE

3MILE TO MILE CRACK, CLEANING AND

SEALING

SQFT

LE

N

G

TH

W

ID

TH

3,422

1,800

Do not treat concrete bridge

Do not treat concrete bridge

FMSS No.

SURFACING TABULATION SHEET

ROUTE NAME

MILES

ASPHALT CONCRETE

PAVEMENT PATCH, TYPE

5,323

These values are for estimating purposes only and application rates and weight may change based on actual test strip and field results.

4/27/17 5:32 PM 242012NPS PMIS No.

TABULATION OF

SURFACING QUANTITIES

SHEET

NO.STATE PROJECT

D.1WY NPS PRES 17(1)

Material Application Rates and Weights Used for Estimating Purposes

TOTAL Protect all concrete bridges.

14,747

R O

U

TE

N U

M

BE

R david.l.mariman

H-6

STATE PROJECT

M a r

A

M A

M J

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

W

X

W F L P P

Y E

L L F

H W

A T R o a d w a y C

A D

D S h e e ts y e ll p p r e s fb .d g n

NUMBER

SHEET

NPS PMIS NO.: 242012

NPS PRES 17(1)WY

KEY MAP

NATIONAL PARK

YELLOWSTONE

NOTE:

1. Map taken directly from National Park

Service website

D.2

AREA 1

20100

Scale in Miles david.l.mariman

H-7

STATE PROJECT

A p r

P

M P

M J

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

W

X

W F L P P

Y E

L L F

H W

A T R o a d w a y C

A D

D S h e e ts y e ll p p r e s fc .d g n

NUMBER

SHEET

NPS PMIS NO.: 242012

NPS PRES 17(1)WY

AREA 1

NATIONAL PARK

YELLOWSTONE

NOTE:

LEGEND:

No Work Unless Noted Otherwise

D.3

Scale in Miles

South Entrance Road

Route 014

(No Work)

Campground Roads

Lewis Lake

Route 202

(No Work)

Grant Campground Roads

Route 200

RESUME WORK MP 0.491

SUSPEND WORK MP 0.465

RESUME WORK MP 0.797

SUSPEND WORK MP 0.757

(No Work)

West Thumb Road

Old Faithful to

Route 010D

(No Work)

West Thumb to Fishing Bridge Road

Route 010E

South Entrance Road

Route 014

MP 21.580

END

MP 0.000

BEGIN

Micro surfacing

1. See Road Inventory Program (RIP) data for

Yellowstone National Park Cycle 5 Report for additional maps and route information.

2. Unique colors and shades used to differentiate work and no work routes.

3. No surface treatment on concrete bridges.

Pavement markings only on concrete bridges.

david.l.mariman

H-8

63504-1000

SQFT Each SQFT

36 x 18 4.5 2 9.0

36 x 36 9 2 18.0

24 x 24 4 4 16.0

36 x 36 9 4 36.0

36 x 36 9 6 54.0

36 x 18 4.5 1 4.5

36 x 18 4.5 2 9.0

153.5

Base

113,593

J:\_Transportation\W3X71226_WFL_PP_YELL\700FHWA\T0026\Roadway\CADD_Sheets\_Tabs\[YELL 17(1) Proj_Sum_Shts.xlsm]TTCJ:\_Transportation\W3X71226_WFL_PP_YELL\700FHWA\T0026\Roadway\CADD_Sheets\_Tabs\[YELL 17(1) Proj_Sum_Shts.xlsm]TTC

63507-0700

TRAFFIC CONTROL QUANTITIES

4/27/17 2:00 PM NPS PMIS No. 242012

TABULATION OF

TEMPORARY TRAFFIC

CONTROL QUANTITIES

NOTES:

1. Quantities shown are estimated. Provide actual quantities as needed for construction and as directed by the CO.

HOUR

63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE EACH

63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS LNFT

TEMPORARY TRAFFIC CONTROL, PILOT CAR

300.0

EACH

63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER FXHR

MUTCD Reference

G20-2

W20-1

W13-1P

W20-4

W20-7

TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR DAY

UNIT

TEMPORARY TRAFFIC CONTROL, CONE

WY E.1NPS PRES 17(1)

ITEM NO.

63502-0700

63506-0600

Item Number

One Lane Road Ahead

Flagger Symbol

TOTAL

Pilot Car Follow Me

G20-4B

STATE

NOTES

TEMPORARY TRAFFIC CONTROL

SHEET

NO.

PROJECT

CONSTRUCTION SIGN SUMMARY

As directed by CO

NotesDESCRIPTION

Inches

Sign Message

End Road Work

Road Work Ahead

25 MPH

TEMPORARY TRAFFIC

CONTROL,

CONSTRUCTION

SIGN

Panel Size Area Quantity

Unit

Drawing Reference

635-1

635-1

635-6, 635-7

G20-4

635-6, 635-7

635-6

Wait For Pilot Car david.l.mariman

H-9

E.2

DRAFT: 6/2014

REVISED:

635-1

TEMPORARY TRAFFIC CONTROL

ADVANCE SIGNING

NO SCALE

SIGNS IN FEET

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

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

G20-2

G20-2

G20-2

See Note 11

G20-1

See Note 11

G20-1

M in o r R o a d

M a jo r R o a d

See Note 10

W20-1

See Note 10

W20-1

See Note 9

W16-8P

W20-1 over

See Note 9

W16-8P

W20-1 over

W20-1

Ro ad N am e

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

14.

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

ROAD WORK

END

WORK

ROAD

AHEAD

ROAD WORK

END

ROAD WORK

END

ROAD WORK

END

WORK

ROAD

AHEAD

WORK

ROAD

AHEAD

See Note 10

W20-1

See Note 10

W20-1

G20-2

NOTE:

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 post-mounted signs when not applicable.

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

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

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 construction conditions.

Additional or different message signs may be required to fit the actual messages as required.

locate the warning signs as determined by the CO for best results. Vary

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

to this project. The Contractor may add or delete information and details in this

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 the Section 635 of the Special Contract Requirements for allowable

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

that an encroachment permit has been obtained.

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

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

Expressway / Freeway

A

B

C

(S ee S ig n

Sp ac in g

Ta bl e)

ADVANCE

W

ARNI

NG

AREA

C

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

A

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

(optional)

W13-1P

(optional)

W13-1P xx

MPH

xx

MPH

STANDARD

U.S. CUSTOMARY STANDARD

STATE PROJECT

STANDARD APPROVED FOR USE 06/2005

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

M a r

A

M A

M J

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

W

X

W F L P P

Y E

L L F

H W

A T R o a d w a y C

A D

D S h e e ts y e ll p p r e s n b .d g n

NUMBER

SHEET

NPS PMIS NO.: 242012

NPS PRES 17(1)WY

david.l.mariman

H-10

PAVEMENT MARKINGS

TEMPORARY

DRAFT: 9/2016

REVISED:

635-2

E.3

10' centers.

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

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

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

4" Broken yellow

4" Broken yellow

4" Solid double

4" Solid double

4" Broken yellow and

Traffic flow 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 allowed by the gap shown based on curvature.

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

1.

2.

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

18'

2'

18'

2'

40'

20'

20'

40'

38'2'

38'2'

4" Broken yellow centerline yellow centerline

Shoulder

Shoulder and solid yellow centerline

Shoulder yellow centerline

Shoulder yellow centerline solid yellow centerline

Shoulder

Shoulder

On two- or three-lane roads, signs may be used instead of temporary pavement markings as shown on Standard 635-3.

STANDARD

U.S. CUSTOMARY STANDARD

STATE PROJECT

STANDARD APPROVED FOR USE 06/2005

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

M a r

A

M A

M J

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

W

X

W F L P P

Y E

L L F

H W

A T R o a d w a y C

A D

D S h e e ts y e ll p p r e s n c .d g n

NUMBER

SHEET

NPS PMIS NO.: 242012

NPS PRES 17(1)WY

david.l.mariman

H-11

E.4

FOR UNMARKED PAVEMENTS

DELINEATION AND SIGNING

DRAFT: 8/2013

REVISED:

635-3

Repeat R4-1 at 1 mile intervals.

Repeat W8-12 after each major intersection and every 2 miles for temporary traffic control zones greater than 3 miles long.

with paint or tape, use Standard 635-2.

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

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.

NOTE:

DETAIL A

Passing zone both directions

Two-way traffic

DETAIL B

No Passing zone one direction

Two-way traffic

DETAIL C

No Passing zone both directions

Two-way traffic

NO SCALE

500'

500'

500'

500'

500'

500'

40' cycle length

40' cycle length

40' cycle length 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 Allowed No Passing Zone Passing Allowed

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

STANDARD

U.S. CUSTOMARY STANDARD

STATE PROJECT

STANDARD APPROVED FOR USE 06/2005

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

M a r

A

M A

M J

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

W

X

W F L P P

Y E

L L F

H W

A T R o a d w a y C

A D

D S h e e ts y e ll p p r e s n d .d g n

NUMBER

SHEET

NPS PMIS NO.: 242012

NPS PRES 17(1)WY

david.l.mariman

H-12

E.5

SINGLE LANE CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

(WITH FLAGGERS)

DRAFT: 8/2013

REVISED:

635-6

MPH

SPACING IN FEET

FEET

Urban and Rural 30 MPH and less

Urban and Rural 35 MPH to 50 MPH

Rural greater than 50 MPH

SIGNS IN FEET

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

10' min.

See Note 6Traffic flow

Traffic flow

W20-1

See Note 4

W20-7W20-4

G20-2

See Note 4

(See Length and

Spacing Table)

(optional)

WORK SPACE (optional)(optional)

W13-1P

(optional)

W16-2P

(optional)

1.

2.

3.

4.

5.

6.

7.

Signs are shown for one direction of travel only. Place devices similar to those depicted for the opposite direction of travel.

Final location and spacing of signs and devices may be changed to fit field conditions as approved by the CO.

For pilot car operation, mount the PILOT CAR FOLLOW ME (G20-4) sign at a conspicuous location on the rear of vehicle. Prominently display the name of the contractor on the pilot car.

If closure is completely within the project limits, eliminate the "ROAD

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

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

For project specific minimum width, refer to the Special Contract

Requirements, Section 156.

Do not allow equipment, materials, or vehicles to be parked or stored in the buffer space.

LENGTH AND SPACING TABLE

APPROACH

SPEED* TAPER

AREA

BUFFER

SPACE

WORK

SPACE

CHANNELIZING DEVICE

* Approach speed based on the regulatory posted speed, not the advisory speed.

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

BUFFER SPACE

LENGTH

NOTE:

Expressway / Freeway

WORK

ROAD

AHEAD

ONE LANE

ROAD

AHEAD

xx

MPH

xxx

FEET

ROAD WORK

END

Channelizing devices

Flagger location

Flagger location

C B A TAPER AREA BUFFER SPACE VARIABLE BUFFER SPACE TAPER AREA A

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

Device spacing

BUFFER SPACE

NO SCALE

STANDARD

U.S. CUSTOMARY STANDARD

STATE PROJECT

STANDARD APPROVED FOR USE 06/2005

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

M a r

A

M A

M J

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

W

X

W F L P P

Y E

L L F

H W

A T R o a d w a y C

A D

D S h e e ts y e ll p p r e s n e .d g n

NUMBER

SHEET

NPS PMIS NO.: 242012

NPS PRES 17(1)WY

david.l.mariman

H-13

SINGLE LANE CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

(WITH YIELD SIGN)

DRAFT: 6/2014

REVISED:

635-7

E.6

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

50 MPH.

MPH

SPACING IN FEET

FEET

Urban and Rural 30 MPH and less

Urban and Rural 35 MPH to 50 MPH

Rural greater than 50 MPH

SIGNS IN FEET

YIELD

TO

ONCOMING

TRAFFIC

Traffic flow

Traffic flow

W20-4

W1-4

W20-1

See Note 3

W20-4 W3-2

R1-2

G20-2

See Note 3

G20-2

See Note 3

W20-1

See Note 3

(See Length and

Spacing Table)

WORK SPACE

W13-1P

(optional)

R1-2aPW13-1P

(optional)

W16-2P

(optional)

See Note 5

1.

2.

3.

4.

5.

6.

7.

LENGTH AND SPACING TABLE

APPROACH

SPEED* TAPER

AREA

BUFFER

SPACE

WORK

SPACE

CHANNELIZING DEVICE

* Approach speed based on the regulatory posted speed, not the advisory speed.

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

(optional) (optional)

For project specific minimum width, refer to Special Contract

Requirements, Section 156.

Do not allow equipment, materials, or vehicles to be parked or stored in the buffer space.

Use this layout only if sufficient gaps in oncoming traffic exist for traffic that must yield, and if drivers from both directions are able to see approaching traffic through and beyond the work site.

Final location and spacing of signs and devices may be changed to fit field conditions as approved by the CO.

If closure is completely within the project limits, eliminate the "ROAD

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

If the surface is paved, install yield lines that comply with Section 3B.16 of the MUTCD.

Use the "YIELD AHEAD" (W3-2) sign when approach speeds exceed

BUFFER SPACE

LENGTH

NOTE:

Expressway / Freeway xx

MPH

xx

MPH

xxx

FEET

15'

10' min.

See Note 6

See Note 4

(optional)

YIELD LINE

Channelizing devices light (optional)

Type B warning light (optional)

Type B warning

A B

ATAPER AREABUFFER SPACE

TERMINATION AREAVARIABLE(See Length and Spacing Table)

Device spacing

TAPER AREA BUFFER SPACEC B A

ADVANCE WARNING AREA (See Sign Spacing Table)

WORK

ROAD

AHEAD

ONE LANE

ROAD

AHEAD

ROAD WORK

END

ROAD WORK

END

WORK

ROAD

AHEAD

ONE LANE

ROAD

AHEAD

NO SCALE

STANDARD

U.S. CUSTOMARY STANDARD

STATE PROJECT

STANDARD APPROVED FOR USE 06/2005

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

M a r

A

M A

M J

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

W

X

W F L P P

Y E

L L F

H W

A T R o a d w a y C

A D

D S h e e ts y e ll p p r e s n f.

d g n

NUMBER

SHEET

NPS PMIS NO.: 242012

NPS PRES 17(1)WY

david.l.mariman

H-14

E.7

DRAFT: 9/2014

REVISED:

635-14

TEMPORARY TRAFFIC CONTROL

WOOD POSTS

SIGN INSTALLATION

Diamond ≤ 48"

> 13'

12' - 16'

> 17'

> 30'

< 10

10 - 20

10 - 20

20 - 50

50 - 65

50 - 65

65 - 95

65 - 95

4 x 4

4 x 6

6 x 6

4 x 4

4 x 6

6 x 6

4 x 6

4 x 6

6 x 6

(INCH) (INCH)

(INCH)

1.5

1.5

1.5

(SQFT)

Diamond ≤ 36" Other Shapes ≤ 48"

Diamond ≤ 48" Other Shapes ≤ 12'

Attach sign panels with a minimum of 2 - 14" dia. bolts use 7' minimum mounting height for main sign and 6' minimum mounting height for secondary sign.

Use 7' minimum spacing between posts for sign posts

6" x 6" or larger.

lateral offset of 2' may be used. In areas with curbs, a minimum lateral distance of 1' behind the face of

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

1.

2.

3.

4.

5.

6.

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

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

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, 200' m in m in

6' - 12'

Post

Field drill holes through post parallel to sign face.

See table for hole size

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

Break-away holes.

See post detail (typ.)

Long side of post

D

90°

93°

NO SCALE

STANDARD

U.S. CUSTOMARY STANDARD

STATE PROJECT

STANDARD APPROVED FOR USE 06/2005

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

M a r

A

M A

M J

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

W

X

W F L P P

Y E

L L F

H W

A T R o a d w a y C

A D

D S h e e ts y e ll p p r e s n g .d g n

NUMBER

SHEET

NPS PMIS NO.: 242012

NPS PRES 17(1)WY

david.l.mariman

H-15

63401-0000 63401-0000 63405-0050

(TYPE B) (TYPE B)

YELLOW WHITE WHITE WHITE YELLOW WHITE (TYPE B)

LNFT LNFT LNFT LNFT LNFT LNFT EACH

014 SOUTH ENTRANCE ROAD (MP 0.00 to 21.58) 455,770 462,770 3,520 192 455,770 466,482 12 12

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

455,770 462,770 3,520 192 455,770 466,482 0 0 0 12 12

J:\_Transportation\W3X71226_WFL_PP_YELL\700FHWA\T0026\Roadway\CADD_Sheets\_Tabs\[YELL 17(1) Proj_Sum_Shts.xlsm]Striping 1

WY F.1

STATE PROJECT SHEET

NO.

NPS PRES 17(1)

4/27/17 4:54 PM 242012

PAVEMENT MARKING SUMMARY

TOTAL

Remarks

(1) Centerline quantities are estimated assuming a double yellow centerline. Match existing pavement markings, or as directed by the CO.

(2) Solid Edge Lines & Misc. Markings include edge (fog) lines, parallel parking lines, lane separation lines, transverse stall lines for parking areas & curb paint.

(3) For line widths other than 4 inches, the measured length of line is adjusted in the ratio of the required width to 4 inches.

(4) Match existing pavement markings or as directed by the CO. Payment will be made for actual striped length on the project.

(5) Apply 2 coats of paint for pavement markings according to Subsection 634.05.

(6) FIO = For Information Only.

BID ITEM NUMBER FIO(6)

YE

LL

O W

C

EN

TE

R

LI

N E an d

M

IS

C

M

AR

K

IN

G S (

1)

PAVEMENT

MARKINGS(5)

PAVEMENT

MARKINGS(5)

AC

C

ES

SI

B

LE

SY

M

BO

L

ST

O

P

LI

N

ES

(3

AR

R O

W

S PAVEMENT

MARKINGS, SYMBOLS

(7) LEFT ARROWS, (5) RIGHT ARROWS. Includes pavement markings on concrete bridges.

FIO(6)

TABULATION OF

PERMANENT PAVEMENT

MARKINGS

R O

U

TE

N U

M

BE

R

M

IS

C S

YM

BO

LS

EACH

ST

O

P

LE

TT

ER

IN

G

C R O

S S -W

AL

K

ST

R

IP

IN

G

(T

YP

E

B)

ROUTE NAME

SO

LI

D E

D G

E

LI

N

ES

a nd

M

IS

C

M

AR

K

IN

G S (

2)

NPS PMIS No.

david.l.mariman

H-16

SQFT

Yield Ahead Triangle (V≤40 MPH)

Yield Ahead Triangle (V≥45 MPH)

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 AREAS

THROUGH

LANE-USE ARROW

TURN AND THROUGH

LANE-USE ARROW

YIELD AHEAD

TRIANGLE SYMBOL

NOTE:

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

All letters, numerals and symbols shall conform with the

"Standard Highway Signs", current edition.

The Accessibility Parking Space marking only includes the accessibility symbol unless a border is indicated in the

Striping Plans.

Through Lane-Use Arrow

Turn Lane-Use Arrow

Turn and Through Lane-Use Arrow

Accessibility Marking (symbol only)

Accessibility Marking w/ border (White)

Accessibility Marking w/ border (Blue)

AHEAD Word Marking

ONLY Word Marking

SCHOOL Word Marking

STOP Word Marking

YIELD Word Marking

1.

2.

3.

6'

(V

M

P H

(V

M

P H

(V

M

P H

(V

M

P H

.7

.7

14"

R

R

30" 30" 12"

"8

33"

27"

R

33"

"8

30" 30" 12"

R

14" 12" 14"

.5

.5

27"

4" Typical 4" Minimum

6'7'

6.75'

T y p

4" Minimum 4" Typical

9.75'8'

T y p

8"

3" Minimum

R 6"

R 9"

24" Minimum M in im u m

45"

"3

R3"

R3"

R3"

White symbol specified in the Striping Plans

Blue background when border in the Striping Plans

White border when specified

REVISED: 11/2006 10/2007

W634-1

SYMBOLS AND WORDS

PAVEMENT MARKINGS

DETAIL

U.S. CUSTOMARY DETAIL

DETAIL APPROVED FOR USE

F.2

NO SCALE

STATE PROJECT

M a r

A

M A

M J

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

W

X

W F L P P

Y E

L L F

H W

A T R o a d w a y C

A D

D S h e e ts y e ll p p r e s p b .d g n

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

NUMBER

SHEET

NPS PMIS NO.: 242012

NPS PRES 17(1)WY

david.l.mariman

H-17

10'30'10'30'10'

2' to 6'

REVISED: 10/2012 W634-2

DETAIL APPROVED FOR USE 10/2007

PAVEMENT MARKINGS

LINEAR

2' m a x m in

4" dotted white line

4" solid white edge

4" solid double

4" dotted white

Locate 12" wide stop line to

4" solid white edge line

4" broken yellow centerline

F.3

DETAIL

U.S. CUSTOMARY DETAIL

NO SCALE

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 when specified in plans

S h o u ld e r

L a n e

T r a v e l

L a n e

T r a v e l

S h 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 n e

STATE PROJECT

M a r

A

M A

M J

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

W

X

W F L P P

Y E

L L F

H W

A T R o a d w a y C

A D

D S h e e ts y e ll p p r e s p c .d g n

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

NUMBER

SHEET

NPS PMIS NO.: 242012

NPS PRES 17(1)WY

david.l.mariman

H-18