AllPlans.pdf

PLANS FOR PROPOSED

PROJECT MANAGER

SPECIFICATIONS:

"STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS

AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-03,

U.S. CUSTOMARY UNITS"

NATIONAL

PARK

SERVICE

Department of the Interior

U.S. DEPARTMENT OF THE INTERIOR

NATIONAL PARK SERVICE

U.S. CUSTOMARY DIMENSIONS:

Slopes are expressed as RISE:RUN

APPROVED:

DATE:

RECOMMENDED:

DATE:

TYPE OF CONSTRUCTION:

Restoration & Rehabilitation

PLANS PREPARED BY

FOR

D E P

A R T

M

E

NT

OF TRANSPO

R T

A T I O

N

U N

IT

E

D STATES OF

AME

R I C

A

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

DENVER, COLORADO

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

A1 A2

Project location

PAVEMENT PRESERVATION

MONTANA

IDAHO

SOUTH DAKOTA

NEBRASKA

COLORADOUTAH

Casper

CHEYENNE

Sheridan

Jackson

Rock

Springs

Riverton

KEY MAP OF WYOMING

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

Gillette

Cody

Thermopolis

Worland

Rawlings

CALL BEFORE YOU DIG:

ONE CALL OF WYOMING

811 OR 1-800-849-2476

JACOBS ENGINEERING

LEAD DESIGNER

R. DUVAL

WY PRA/NPS GRTE PRES 1(12)

SUPERINTENDENT, GRAND TETON NATIONAL PARK

GRAND TETON NATIONAL PARK

BEGIN AND END PAVEMENT PRESERVATION

PROJECT GRTE PRES 1(12)

VARIOUS ROUTES ALONG STRING LAKE ROAD

OPTION Z

TETON COUNTY

Schedule A 13.98 miles

Option Z 0.53 miles

DIRECTOR OF ENGINEERING, CENTRAL FEDERAL LANDS HIGHWAY DIVISION

BEGIN AND END PAVEMENT PRESERVATION

PROJECT GRTE PRES 1(12)

VARIOUS ROUTES ALONG TETON PARK ROAD

SCHEDULE A

REG STATE PROJECT

TOTAL

SHEETS

SHEET

NO.

IMR WY

PRA GRTE PRES 1(12)

GRAND TETON N.P.

NPS PMIS NO.: 141367

A2 A2

NOTES:

Not To Scale

Construction Limits Construction Limits

Grade Varies Grade Varies

VariableSlope

Existing asphalt surface

Var ies

Varies

TYPICAL SECTION

MICRO-SURFACING

TYPICAL SECTION

GRAND TETON NATIONAL

PARK

See Summary Tabulation Sheets

For Roadway Width or Parking Lot Dimensions

1. Refer to Summary Tabulation Sheets for width and extent of asphalt surface treatment.

2. Protect existing project asphalt curbs, concrete curb & gutter, concrete barriers, concrete island, stone wall, manholes, and water valves during all surface treatment operations.

Micro-Surfacing, Type 2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

REG STATE PROJECT

TOTAL

SHEETS

SHEET

NO.

IMR WY

PRA GRTE PRES 1(12)

PRA GRTE PRES 1(12)

PLAN BID

15101-0000 LPSM ALL ALL

15301-0000 LPSM ALL ALL

15401-0000 LPSM ALL ALL

15501-0000 LPSM ALL ALL

41002-2000 SQYD 285,562 299,800

41105-0000 TON 20 20

41412-1000 LB 45,473 47,700

42801-0150 SQYD 203 210

62201-0050 HOUR 20 20

62201-0450 HOUR 20 20

62301-0000 HOUR 40 40

63401-0000 LNFT 322,927 329,000

63405-0050 EACH 68 71

63501-1000 LPSM ALL ALL

63502-0700 EACH 100 100

63503-0700 LNFT 72,600 76,000

63504-1000 SQFT 217 230

63506-0500 HOUR 240 240

J:\_Transportation\WVXW3011_CFL_PavPres_GRTE\700CADD\PavePresTO011\Roadway\Sheets\B-Summ\GRTE B-sheets\[Altpriorities_GRTE_Proj_Summary_Shts_100%.xls]Sum Sch A NPS PMIS No. 141367

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

The following quantities are approximate unless noted as a contract quantity. Payment will be made for the actual quantities of work performed and accepted for materials furnished according to the contract. SUMMARY OF

QUANTITIES

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

DUMP TRUCK, 5 CUBIC YARD MINIMUM CAPACITY

BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET, 18-INCH WIDTH

PAVEMENT MARKINGS Apply 2 coats at 107ft2/gal, according to 634.05

TEMPORARY TRAFFIC CONTROL, TRAFFIC AND SAFETY SUPERVISOR

TEMPORARY TRAFFIC CONTROL, CONE

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

TEMPORARY TRAFFIC CONTROL, FLAGGER

FLEXIBLE PAVEMENT, FULL DEPTH PATCH, TYPE 2

MICRO-SURFACING, TYPE 2

BLOTTER As directed by the CO

Measure according to 414.06

PAVEMENT MARKINGS, SYMBOLS

GENERAL LABOR

CRACK, CLEANING AND SEALING

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

WY B1

ITEM NO. ITEM DESCRIPTION

SUMMARY OF QUANTITIES - SCHEDULE A

IMR

UNIT

MOBILIZATION

REG. STATE

ESTIMATED QUANTITIES REMARKS AND/OR DETERMINATION OF ESTIMATED

QUANTITY

PROJECT

SHEET

NO.

TOTAL

SHEETS

B8

41002-2000 41412-1000

FT FT SQYD LB

11 Teton Park Road 1365 3.38 10.80 39,178 30.9 134,510 20,776 11 Pullouts (6 Pullouts and 2 Aprons) 16,222 0 11 Teton Park Road 1365 10.80 12.26 7,709 30.5 26,124 4,088 105 South Jenny Lake Access Road 31295 0.00 0.59 3,115 30.0 10,384 1,652 209 Climbers Ranch Road 36045 0.00 0.28 1,478 18.0 2,957 784 209 Pullouts (2 Pullout) 667 0 225 Lupine Meadows Access Road 37766 0.00 0.23 1,214 24.5 3,306 644 225 Pullouts (1 Pullout, 1 Apron) 37766 333 500 Jenny Lake Loop Road (Two way portion only) 31647 0.00 1.50 7,920 31.0 27,280 4,200 500 Jenny Lake Loop Road (One way portion only) 31647 1.50 4.00 13,200 18.0 26,400 7,000 500 Pullouts (5 Pullouts) 31647 5,556 0

923 Taggart Lake Trailhead Parking Area 36745 4,185 832 924 Cottonwood Creek Picnic Area Parking 25915 1,343 267

926 Teton Glacier Parking 36767 2,835 564 929A-M South Jenny Lake Parking (off Rt 105 A-M) 4342 5,150 1,024

930 Jenny Lake Ranger Station and RV Overflow 6546 11,502 2,287

931 Cascade Canyon Parking Area ( Rt 11 @MP 9.4 left) 35893 2,775 552

934 Jenny Lake Overlook Parking (Rt 500@MP2.96) 11288 1,518 302

938 Mountain View Parking ( Rt 11@MP 11.13) 4294 2,517 500

Joint Sealant (lbs/gal) = 10.0

141367

Potential staging site with approval of CO

22,651

13,660

24,971

Water Source

BID ITEM NUMBER

MILE TO MILE

6,000

12,083 25,518

103,516

CRACK,

CLEANING AND

SEALINGFMSS No.

SUMMARY TABULATION

MICRO-

SURFACING,

TYPE 2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

Remarks

REG.

B2

Project Starts at Gate

SHEET

NO.

FLEXIBLE

PAVEMENT,

FULL DEPTH

PATCH, TYPE 2

ROADWAY SUMMARY SHEET - SCHEDULE A

Route Name W

ID

T H

MILES

WY B8

STATE PROJECT

PRA GRTE PRES 1(12)

GRAND TETON N.P.

TOTAL

SHEETS

IMR

42801-0150

Potential staging site with approval of CO

SQYD

Treat Aprons, Protect Cobble Curbs

PARKING AREAS

37,665

R ou te N u m b er

LE

N

G T H

Protect Cobble Curbs

J:\_Transportation\WVXW3011_CFL_PavPres_GRTE\700CADD\PavePresTO011\Roadway\Sheets\B-Summ\GRTE B-sheets\[Altpriorities_GRTE_Proj_Summary_Shts_100%.xls]SchA_Road1 NPS PMIS No.

Treat Aprons, Protect Cobble Curbs

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

146,000

45,473

7/27/11 10:42 AM

Sheet B2 Subtotal 285,562

46,351

50,000

3,000

63401-0000 63401-0000 63503-0700

(TYPE B) (TYPE B)

YELLOW WHITE WHITE WHITE WHITE WHITE YELLOW WHITE

LNFT LNFT LNFT LNFT LNFT LNFT LNFT LNFT EACH EACH EACH LNFT

11 Teton Park Road 78,356 78,356 450 78,356 78,806 16 39,178 11 Pullouts (6 Pullouts) 11 Teton Park Road 15,418 15,418 15,418 15,418 7,709

105 South Jenny Lake Access Road 6,230 7,788 72 6,230 7,860 4 3,115

Climbers Ranch Road

2,957 450 36 100 3,543 1,478

225 Lupine Meadows Access Road 450 36 486

Jenny Lake Loop Road (Two way portion only)

15,840 15,840 2,250 15,840 18,090 1 7,920

Jenny Lake Loop Road (One way portion only)

13,200 39,600 1,800 72 13,200 13,200 54,672 1 5 13,200

923 Taggart Lake Trailhead Parking Area 500 1,044 975 72 220 2,811 3 924 Cottonwood Creek Picnic Area Parking 252 72 110 434 2

926 Teton Glacier Parking 324 900 72 110 1,406 2

929A-M South Jenny Lake Parking 1,920 1,350 216 1,430 4,916 10 2

Jenny Lake Ranger Station & RV Overflow

2,700 515 440 3,655 7

931 Cascade Canyon Parking Area 468 72 110 650 2 934 Jenny Lake Overlook Parking 378 36 110 524 2

938 Mountain View Parking 504 110 614 2

(1)

(2)

(3)

(4)

(5)

(6)

(7) J:\_Transportation\WVXW3011_CFL_PavPres_GRTE\700CADD\PavePresTO011\Roadway\Sheets\B-Summ\GRTE B-sheets\[Altpriorities_GRTE_Proj_Summary_Shts_100%.xls]Striping1 141367

EACH

PARKING AREAS

Yellow edge line (Lt), Includes Bike Path Symbols

H/C ACCESS

IBLE SYMBOL

YELLOW

CENTERLINE (1)

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

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

R O

U T E N

U M

B E R

ROUTE NAME

Chevrons at bridge (hatched area quant)

CROSS-

WALK

STRIPING

63405-0050

HATCHED

AREAS

PAVEMENT

MARKINGS

PAVEMENT

MARKINGS

PAVEMENT

MARKINGS,

SYMBOLSARROWS

PAVEMENT MARKING SUMMARY - SCHEDULE A

REG.

IMR

BID ITEM NUMBER

PAVEMENT MARKINGS, TYPE B

TOTAL

SHEETS

WY B3 B8

GRAND TETON N.P.

(TYPE B)

STATE PROJECT

SHEET

NO.

SOLID EDGE

LINES and

MISC.

MARKINGS (2)

STOP BAR

WITH STOP

LETTERING

TEMPORARY

TRAFFIC

CONTROL,

PAVEMENT

MARKINGS

Remarks

FIO FIO

PRA GRTE PRES 1(12)

PARKING

STALL LINES

SCHEDULE A TOTAL 129,044 160,458 7,590 7569,140 15,940

Match existing pavement markings or as directed by the CO. Payment will be made for actual striped length on the project. Use Park H/C and arrow stencils.

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

193,884 32

Apply 2 coats of paint for pavement markings according to subsection 634.05.

7/27/2011 10:42

25129,044 72,600

Restripe per CO Direction

Restripe to 9' per CO direction

Protect painted curbs.

Restripe per CO direction, Re-esablish croswalk pathway at RV overflow parking lot

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

NPS Package No.

SUMMARY TABULATION

Temporary pavement markings include only centerline stripes as measured along road centerline.

FIO = For Information Only

STOP

BARS(3)

63504-1000

SQFT Each SQFT

M635-1 G20-2 End Road Work 36 x 18 4.5 2 9

M635-1 W20-1 Road Work Ahead 48 x 48 16 2 32

M635-6, M635-7 W13-1P 25 MPH 24 x 24 2 6 12

M635-6, M635-7 W20-4 One Lane Road Ahead 48 x 48 16 2 32

M635-6 W20-7A Flagger Symbol 48 x 48 16 2 32

ITEM NO. SCH. A

63502-0700 100 63506-0500 240

7/27/11 10:42 AM NPS PMIS No. 141367J:\_Transportation\WVXW3011_CFL_PavPres_GRTE\700CADD\PavePresTO011\Roadway\Sheets\B-Summ\GRTE B-sheets\[Altpriorities_GRTE_Proj_Summary_Shts_10

Quantity

Additional signs as directed by CO

PROJECT

PRA GRTE PRES 1(12)

GRAND TETON N.P.

REG. STATE

CONSTRUCTION SIGN SUMMARY

NOTES

TEMPORARY TRAFFIC

CONTROL,

CONSTRUCTION

SIGN

Panel Size

Inches

Item Number

Sign MessageDrawing Reference MUTCD Reference Area

Unit

TOTAL

SHEETS

IMR WY B4 B8

TEMPORARY TRAFFIC CONTROL - SCHEDULE A

SHEET

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

SUMMARY TABULATION

SCHEDULE A TOTAL

TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR

TRAFFIC CONTROL QUANTITIES

DESCRIPTION

TEMPORARY TRAFFIC CONTROL, CONE

UNIT

EACH

PLAN BID

15101-0000 LPSM ALL ALL

15301-0000 LPSM ALL ALL

15401-0000 LPSM ALL ALL

15501-0000 LPSM ALL ALL

41002-2000 SQYD 24,321 26,000

41105-0000 TON 5 5

41412-1000 LB 4,651 4,900

62201-0050 HOUR 10 10

62201-0450 HOUR 10 10

62301-0000 HOUR 20 20

63401-0000 LNFT 18,432 19,000

63405-0050 EACH 18 19

63501-1000 LPSM ALL ALL

63502-0700 EACH 50 50

63503-0700 LNFT 2,798 3,000

63504-1000 SQFT 113 120

63506-0500 HOUR 50 50

J:\_Transportation\WVXW3011_CFL_PavPres_GRTE\700CADD\PavePresTO011\Roadway\Sheets\B-Summ\GRTE B-sheets\[Altpriorities_GRTE_Proj_Summary_Shts_100%.xls]Sum OPT Z NPS PMIS No. 141367

TEMPORARY TRAFFIC CONTROL, FLAGGER

The following quantities are approximate unless noted as a contract quantity. Payment will be made for the actual quantities of work performed and accepted for materials furnished according to the contract. SUMMARY OF

QUANTITIES

U.S. DEPARTMENT OF TRANSPORTATION

BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET, 18-INCH WIDTH

GENERAL LABOR

PAVEMENT MARKINGS, SYMBOLS

Apply 2 coats at 107ft2/gal, according to 634.05

TEMPORARY TRAFFIC CONTROL, CONE

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

DUMP TRUCK, 5 CUBIC YARD MINIMUM CAPACITY

MICRO-SURFACING, TYPE 2

BLOTTER As directed by the CO

Measure according to 414.06

TEMPORARY TRAFFIC CONTROL, TRAFFIC AND SAFETY SUPERVISOR

PAVEMENT MARKINGS

CRACK, CLEANING AND SEALING

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

WY B5

ITEM NO. ITEM DESCRIPTION

SUMMARY OF QUANTITIES - OPTION Z

IMR

UNIT

MOBILIZATION

REG. STATE

ESTIMATED QUANTITIES REMARKS AND/OR DETERMINATION OF ESTIMATED

QUANTITY

PROJECT

SHEET

NO.

TOTAL

SHEETS

B8

41002-2000 41412-1000

FT FT SQYD LB

110 String Lake Road ( Rt 500@MP1.5) 4345 0.00 0.53 2798 27.00 8,395 1,484

933 Cathedral Group Parking (Rt 500 @MP .76) 35911 2,191 435.69

935A Leigh Lake Trailhead Parking A (Rt 110 @MP .33) 4344 4,639 922.51

935B Leigh Lake Trailhead Parking B (Rt 110 @MP .34) 4344 1,948 387.47

935C Leigh Lake Trailhead Parking C (Rt 110 @MP .38) 4344 605 120.40

936 String Lake Canoe Launch Parking (Rt 110@MP .21) 4346 3,933 782.11

937 String Lake Trailhead Parking (Rt 110@MP .04) 36742 2,609 518.81

Joint Sealant (lbs/gal) = 10.0

141367

35,396 23,480

PARKING AREAS

R ou te N u m b er

SQYD

FLEXIBLE

PAVEMENT,

FULL DEPTH

PATCH, TYPE 2

ROADWAY SUMMARY SHEET - OPTION Z

BID ITEM NUMBER

MICRO-

SURFACING,

TYPE 2

CRACK,

CLEANING AND

SEALING

MILE TO MILE

FMSS No.Route Name

Protect cobble median/curb

Remarks

TOTAL

SHEETS

Sheet B6 Subtotal

REG.

W

ID

T H

LE

N

G T H

MILES

SHEET

NO.

B8

STATE PROJECT

PRA GRTE PRES 1(12)

GRAND TETON N.P.

B6IMR

42801-0150

WY

19,718 41,750 17,536 5,449

24,321 4,651

J:\_Transportation\WVXW3011_CFL_PavPres_GRTE\700CADD\PavePresTO011\Roadway\Sheets\B-Summ\GRTE B-sheets\[Altpriorities_GRTE_Proj_Summary_Shts_100%.xls]OPT Z_Road1 NPS PMIS No.

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

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

SUMMARY TABULATION

Rates and Weights Used for Estimating Purposes

No Pay 63401-0000 63401-0000 63503-0700

(TYPE B) (TYPE B)

YELLOW WHITE WHITE WHITE WHITE WHITE YELLOW WHITE

LNFT LNFT LNFT LNFT LNFT LNFT LNFT LNFT EACH EACH EACH LNFT

110 String Lake Road 5,596 5,596 5,596 5,596 2,798

933 Cathedral Group Parking 594 110 704 2

935A Leigh Lake Trailhead Parking A 964 900 220 2,084

935B Leigh Lake Trailhead Parking B 576 900 1,476

935C Leigh Lake Trailhead Parking C 342 900 1,242 5

936 String Lake Canoe Launch Parking 200 666 36 110 1,012 2

937 String Lake Trailhead Parking 540 72 110 722 2

(1)

(2)

(3)

(4)

(5)

(6)

(7) J:\_Transportation\WVXW3011_CFL_PavPres_GRTE\700CADD\PavePresTO011\Roadway\Sheets\B-Summ\GRTE B-sheets\[Altpriorities_GRTE_Proj_Summary_Shts_100%.xls]OPT Z Striping1 141367

H/C ACCESS

IBLE SYMBOL

STOP BAR

WITH STOP

LETTERING

(TYPE B)

R O

U T E N

U M

B E R

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

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

CROSS-

WALK

STRIPING

HATCHED

AREAS

STOP

BARS(3)

63405-0050

PAVEMENT

MARKINGS

PAVEMENT

MARKINGSPARKING

STALL LINES

BID ITEM NUMBER

PAVEMENT MARKINGS, TYPE B

FIO FIO

Remarks

TEMPORARY

TRAFFIC

CONTROL,

PAVEMENT

MARKINGS

PAVEMENT

MARKINGS,

SYMBOLS

SHEET

NO.

PAVEMENT MARKING SUMMARY - OPTION Z

REG.

IMR

TOTAL

SHEETS

WY

PRA GRTE PRES 1(12)

B7 B8

GRAND TETON N.P.

STATE PROJECT

YELLOW

CENTERLINE (1)

SOLID EDGE

LINES and

MISC.

MARKINGS (2)

ROUTE NAME

OPTION Z TOTAL 5,596 5,796 12,836 11550 5,596

Match existing pavement markings or as directed by the CO. Payment will be made for actual striped length on the project. Use Park H/C and arrow stencils.

Apply 2 coats of paint for pavement markings according to subsection 634.05.

7/27/2011 10:42

2,7003,682 108

NPS Package No.

SUMMARY TABULATION

2,79818

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

Temporary pavement markings include only centerline stripes as measured along road centerline.

FIO = For Information Only

ARROWS

PARKING AREAS

EACH

Restripe per CO direction

Includes 7 RV Symbols

U.S. DEPARTMENT OF TRANSPORTATION

63504-1000

SQFT Each SQFT

M635-1 G20-2 End Road Work 36 x 18 4.5 2 9.0

M635-1 W20-1 Road Work Ahead 48 x 48 16 2 32.0

M635-6, M635-7 W13-1P 25 MPH 24 x 24 4 2 8.0

M635-6, M635-7 W20-4 One Lane Road Ahead 48 x 48 16 2 32.0

M635-6 W20-7A Flagger Symbol 48 x 48 16 2 32.0

ITEM NO. OPT. Z

63502-0700 50 63506-0500 50

7/27/11 10:42 AM NPS PMIS No. 141367J:\_Transportation\WVXW3011_CFL_PavPres_GRTE\700CADD\PavePresTO011\Roadway\Sheets\B-Summ\GRTE B-sheets\[Altpriorities_GRTE_Proj_S

Quantity

PROJECT

PRA GRTE PRES 1(12)

GRAND TETON N.P.

REG. STATE

CONSTRUCTION SIGN SUMMARY

NOTES

TEMPORARY TRAFFIC

CONTROL,

CONSTRUCTION

SIGN

Panel Size

Inches

Item Number

Sign MessageDrawing Reference MUTCD Reference Area

Unit

TOTAL

SHEETS

IMR WY B8 B8

TEMPORARY TRAFFIC CONTROL - OPTION Z

SHEET

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

SUMMARY TABULATION

OPTION Z TOTAL

TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR

TRAFFIC CONTROL QUANTITIES

DESCRIPTION

TEMPORARY TRAFFIC CONTROL, CONE

UNIT

EACH

C1 C3

Miles

Park Owned Routes

6 3 6

GRAND TETON

NATIONAL PARK

ROUTE LOCATION MAP

KEY MAP

1. Maps taken directly from RIP data book

2. Highlighted routes are included in schedule of work.

Red strike thru routes are NOT included in schedule of work

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

REG STATE PROJECT

TOTAL

SHEETS

SHEET

NO.

IMR WY

PRA GRTE PRES 1(12)

C2 C3

2 1 2

Unique colors used to differentiate routes

GRAND TETON

NATIONAL PARK

ROUTE LOCATION MAP

AREA 3

End Rte 0011 mile post 12.26

Potential staging sitePotential staging site

Water source

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

REG STATE PROJECT

TOTAL

SHEETS

SHEET

NO.

IMR WY

PRA GRTE PRES 1(12)

GRAND TETON N.P.

NPS PMIS NO.: 141367

R te

R te

Z

Z

R te

R te

R te

3 R te

R te

R te

R te

R te

R te

R te

Z

Z

R te

R te

R te

R te

1. Maps taken directly from RIP data book

2. Yellow and purple highlighted routes are included in schedule of work.

Red strike thru routes are NOT included in schedule of work

3. Schedule A includes all yellow highlighted routes.

4. Option Z includes all purple highlighted routes.

C3 C3

2 1 2

Unique colors used to differentiate routes

GRAND TETON

NATIONAL PARK

ROUTE LOCATION MAP

AREA 5

Begin Rte 0011 mile post 3.38

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

REG STATE PROJECT

TOTAL

SHEETS

SHEET

NO.

IMR WY

PRA GRTE PRES 1(12)

GRAND TETON N.P.

NPS PMIS NO.: 141367

R te

R te

R te 0011

1. Maps taken directly from RIP data book

2. Yellow highlighted routes are included in schedule of work.

Red strike thru routes are NOT included in schedule of work

3. Schedule A includes all yellow highlighted routes.

Not To Scale 414-A

K1 K2

1" or greater

CRACK SEALING DETAILS

Screed to 18" to 14" below existing surface elevation.

Fill crack with asphalt mix flush with existing surface.

4 " to 1"

ASPHALT PAVEMENT

CRACK SEALING DETAILS

Seal crack with hot-poured elastic sealant.

1. Clean existing surface prior to sealing cracks and seal according to Subsection 414.04.

2. Force crack repair materials into cracks to assure adhesion to existing surface.

3. See Subsection 414 for the type of sealant to be used. Follow manufacturer’s recommendations for sealing cracks.

4. All items shown within the pay limits are included in pay item 41412-1000

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

SPECIAL

U.S. CUSTOMARY SPECIAL

REG STATE PROJECT

TOTAL

SHEETS

SHEET

NO.

IMR WY

PRA GRTE PRES 1(12)

Not To Scale 428-B

K2 K2

FULL DEPTH PATCH TYPE 2 DETAIL

Existing base course

V a r ie s

Pay Limits as directed by CO

4" Minor hot asphalt concrete

Existing pavement

Remove damaged pavement, base, and subgrade material to a depth of 4"

Tack coat according to

Section 412 around the perimeter of patch

Remove pavement according to Subsection 428.07

1. Extent of patch to be determined by the CO based on conditions encountered at time of construction.

2. Clean existing surface prior to applying tack coat according to

Subsection 412.04.

3. Compact minor hot asphalt concrete mix to a minimum of 90% of the maximum specific gravity.

4. Fog seal surface according to Subsection

409.11 if patch area is not to be surface treated within 7 days.

5. All items shown within the pay limits are included in pay item 42801-0150.

FLEXIBLE PAVEMENT

FULL DEPTH PATCH

TYPE 2 DETAIL

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

TOTAL

SHEETS

SHEET

NO.

IMR WY

PRA GRTE PRES 1(12)

14"12"14"

12"30"30"

33"

27"

R

12"30"30"

33"

R

R

27"

8"

72"

V

M

P H

V

M

P H

V

M

P H

V

M

P H

4" Typical

81"

4" Minimum

84"

72"

T y p

96"

T y p

4" Minimum

117"

4" Typical

45"

M in im u m

24" Minimum

3" Minimum

"21

6" R

9" R

3"R

3"R

3"R

T1

SQFT

White border when specified in the Striping Plans

ACCESSIBILITY PARKING SPACE MARKING

"AHEAD" WORD MARKING "SCHOOL" WORD MARKING

"ONLY" WORD MARKING

"YIELD" WORD MARKING"STOP" WORD MARKING

TURN LANE-USE ARROW

TYPE

PAVEMENT MARKING AREAS

THROUGH

LANE-USE ARROW

TURN AND THROUGH

LANE-USE ARROW

YIELD AHEAD

TRIANGLE SYMBOL

Through Lane-Use Arrow

Turn Lane-Use Arrow

Turn and Through Lane-Use Arrow

Yield Ahead Arrow (V<70 km/h)

Yield Ahead Arrow (V=70 km/h)

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

Blue background when border specified in the Striping Plans

634-1

1. Place pavement word and symbol markings in accordance with the ’’Manual on Uniform Traffic

Control Devices’’ (MUTCD), current edition.

2. All letters, numerals and symbols shall conform with the "Standard Highway Signs", current edition.

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

T11

PAVEMENT MARKINGS

SYMBOLS AND WORDS

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FEDERAL LANDS HIGHWAY OFFICE

STANDARD

U.S. CUSTOMARY STANDARD

TOTAL

SHEETS

SHEET

NO.

STANDARD APPROVED FOR USE 06/2005

REVISED:

IMR WY

4" Typical

T2

NOTE:

SQFTTYPE

PAVEMENT MARKING AREAS

Through Lane-Use Arrow

Turn Lane-Use Arrow

I 1

2"

STOP BAR INCLUDING

"STOP" WORD MARKING

"NO PARKING"

WORD MARKING

Accessibility Marking With Border

NO PARKING Word Marking

Stop Bar Including STOP Word Marking

4.

1. All striping shall be in accordance with the Manual on Uniform Traffic Control

Devices (MUTCD) latest edition.

2. All letters, numerals, and symbols shall conform with the "Standard Highway Signs", current edition.

3. Match existing pavement marking configurations, symbols and words, or as directed by the CO.

4. Extend stop bar across the width of the lane.

A 12’ lane width was assumed for estimating purposes only.

PAVEMENT MARKINGS

SYMBOLS AND WORDS

C634-A

6.75’

13.5" 6" 45"

T11

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

TOTAL

SHEETS

SHEET

NO.

IMR WY

PRA GRTE PRES 1(12)

T3

634-B

1. All striping shall be in accordance with the Manual on Uniform Traffic Control

Devices (MUTCD) latest edition.

2. All letters, numerals, and symbols shall conform with the "Standard Highway Signs", latest edition.

3. Dimensions shown are for informational purposes only. Match existing pavement marking configurations, symbols and words, or as directed by the CO.

4. Yellow edge line may be used as directed by the CO.

PAVEMENT MARKINGS

PARKING AREAS

18’

8’ 5’

20’

5’

8’

9’

20’

18’

9’

4" solid single white edge line 4" solid single white edge line

Existing curb Existing curb

HANDICAP ACCESSIBLE

DIAGONAL PARKING

WITH HATCHED AISLE

HANDICAP ACCESSIBLE

HEAD-ON PARKING

WITH HATCHED AISLE

18"

18"

HEAD-ON PARKING

STRIPING

DIAGONAL PARKING

STRIPING

22’ - 26’ 20’ min.

8’

Detail A

PARALLEL PARKING

STRIPING DETAIL A

Edge of pavement

NO PARKING

HATCH

4" solid single white edge line

4" solid single white edge line

18"

4" solid white edge line. See note 4.

Varies

V a r ie s

12"

28"

4"

Existing curb Existing curb

T11

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

TOTAL

SHEETS

SHEET

NO.

T4

634-C

PAVEMENT MARKINGS

MISCELLANEOUS ROADWAY

STRIPING

NOTE:

1. All striping shall be in accordance with the Manual on Uniform Traffic Control

Devices (MUTCD) latest edition.

2. All letters, numerals, and symbols shall conform with the "Standard

Highway Signs", latest edition.

3. Match existing pavement marking configurations, symbols and words, or as directed by the CO.

4. Extend crosswalk across the full width of the roadway.

Edge of pavement

10 ft (Typ.

10 ft (Typ.

10 ft (Typ.)

ONE-WAY TRAFFIC -- LANE SHIFT

ONE-WAY TWO-LANE TRAFFIC -- LANES SEPARATE

TWO-WAY TWO-LANE TRAFFIC -- LANES SEPARATE

CROSSWALK STRIPING

4. Edge of pavement

4" solid white line

4" solid white line

4" solid yellow line

4" double solid yellow line

Direction of travel

Direction of travel

Direction of travel

Direction of travel

Direction of travel

T11

24" solid white longitudinal lines, center on centerlane and edge strip and center travel lane line between adjacent lines ty p

Match width to approaches

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

TOTAL

SHEETS

SHEET

NO.

IMR WY

PRA GRTE PRES 1(12)

T5

DETAIL C

No passing zone both directions

Two-way traffic

Staked centerline

4 4

4" white edge line

Shoulder

4" broken yellow center line s

10’ 30’

40’ shoulder (s) guardrail offset Travel way (L) curve widening (w)

Edgeline striping

(normal edge of shoulder)

Travel way (L) w/2

Striped centerline and top lift pavement joint

Edgeline striping

(normal edge of shoulder)

Paved ditch shoulder (s) guardrail offset shoulder (s) curve widening (w/2)

Travel way (L) curve widening (w/2)

Travel way (L)

Striped centerline and top lift pavement jointEdgeline striping

(normal edge of shoulder) Edgeline striping

(normal edge of shoulder)

Paved ditch shoulder (s)

Staked Centerline

4" white edge line Shoulder

4" solid double yellow center line

Shoulder 40’

30’10’

4" white edge line

No Passing Zone

No Passing Zone

4" broken and solid yellow center line

Length of curve widening s L

L s

L w

L w s

L w w

Staked design centerline

4" white edge line

Shoulder

4" solid double yellow center line s

L L s

L w w

L w s

L w s

L w s

L w s

L w

(Staked)

L L s

(Staked) s

Staked design centerline

L w

L w 2s

L w s

4" white edge line

Length of curve widening

Shoulder s L

L s

4" solid double yellow center line

DETAIL A

Passing zone both directions

Two-way traffic No passing zone single lane direction

Two-way traffic

DETAIL B

CURVE WIDENING ON SIMPLE CURVES (INSIDE)

CURVE WIDENING ON SPIRAL CURVES

STRIPING DETAIL

ON SPIRAL CURVES

To be used on curves where curve widening is applied. See note 2

CURVE STRIPING DETAIL ON SIMPLE CURVES

To be used on curves where curve widening is applied. See note 2

" 4

No passing zone both directions

Two-way traffic

1. See Summary Tabulation for tables showing station ranges and quantities for pavement markings.

2. Paint centerline striping on curves with curve widening to achieve equal lane widths within the traveled way. Shoulder widths remain constant throughout the curve widening.

3. Centerline offset striping is only applicable to curve widening on simple curves.

4. 4" or as required by the state.

5. Match all existing striping on project.

CENTERLINE STRIPING

AND TOP LIFT

PAVEMENT JOINT

03/2008

DETAIL

C634-50

07/2004

U.S. CUSTOMARY DETAIL

T11

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

DETAIL

U.S. CUSTOMARY DETAIL

DETAIL APPROVED FOR USE

REG STATE PROJECT

TOTAL

SHEETS

SHEET

NO.

IMR WY

PRA GRTE PRES 1(12)

ROAD WORK

END

WORK

AHEAD

ROAD

ROAD WORK

END

ROAD WORK

END

ROAD WORK

END

WORK

AHEAD

ROAD

WORK

AHEAD

ROAD

ROAD NAME

ROAD NAME

Not To Scale 635-1

T6

TEMPORARY TRAFFIC CONTROL

ADVANCE SIGNING

T11

REVISED:

DRAFT: 9/2010

Urban and Rural 30 MPH and less

Urban and Rural 35 MPH to 50 MPH

Rural greater than 50 MPH sign when approach speeds exceed 50 MPH. When used place the two W20-1 signs "B" feet apart according to the Sign Spacing Table.

For work zones that are 2 miles or more in length, install G20-1 signs at xx

ROAD WORK

NEXT MILES

ROAD

WORK

xx FT

ROAD

WORK

xx FT xx

ROAD WORK

NEXT MILES

ROAD

WORK

xx FT

ROAD

WORK

xx FT

G20-1

See Note 11

G20-1

See Note 11

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

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

W20-1

See Note 10

W20-1

See Note 10 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.

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

A

A

A

ADVANCE

W

ARNI

NG

AREA

(S ee S ig n

Sp ac in g

Ta bl e)

C

B

A

ADVANCE

W

ARNI

NG

AREA

(S ee S ig n

Sp ac in g

Ta bl e)

A

W or k zo ne A re a of In flu en ce as d et er m in ed b y th e

CO

B

C

Pr oj ec t L im its

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

TOTAL

SHEETS

SHEET

NO.

Not To Scale 635-2

T11

TEMPORARY

PAVEMENT MARKINGS

T7

Curves < 500’ Radius Tangents or Curves = 500’ Radius

4" Broken yellow

4" Solid double

4" Solid double

4" Broken yellow and

Traffic flow Traffic flow

DETAIL A2

No passing zone one direction

Two-way traffic

Traffic flow

Traffic flow

DETAIL B2

No Passing zone one direction

Two-way traffic

DETAIL B1

Passing zone both directions

Two-way traffic

Traffic flow

Traffic flow

Traffic flow

Traffic flow

Traffic flow

Traffic flow

DETAIL A3

No passing zone both directions

Two-way traffic

Traffic flow

Traffic flow

DETAIL B3

No Passing zone both directions

Two-way traffic

DETAIL A1

Passing zone both directions

Two-way traffic

DETAIL A DETAIL B

4" Broken yellow centerline

Shoulder

Shoulder and solid yellow centerline

Shoulder yellow centerline

Shoulder yellow centerline solid yellow centerline

Shoulder

Shoulder

40’

38’2’

40’

38’2’

20’

18’ 2’

20’

18’ 2’

10’ centers.

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

Standard 635-3 may be used as an alternate. For ADT of 1000 or less, Standard 635-3 may be used as an alternate for the full 14 day

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

NOTE:

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.

4" Broken yellow yellow centerline

REVISED:

DRAFT: 9/2010

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

TOTAL

SHEETS

SHEET

NO.

NO

CENTER

LINE

NO

CENTER

LINE

NO

CENTER

LINE

NO

CENTER

LINE

NO

CENTER

LINE

NO

CENTER

LINE

NO

PASSING

ZONE

NO

PASSING

ZONE

NO

PASSING

ZONE

DO

NOT

PASS

DO

NOT

PASS

DO

NOT

PASS

PASS

WITH

CARE

PASS

WITH

CARE

PASS

WITH

CARE

Not To Scale 635-3

DELINEATION AND SIGNING

FOR UNMARKED PAVEMENTS

T11

REVISED:

DRAFT: 9/2010

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’.

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.

DETAIL C

No Passing zone both directions

Two-way traffic

DETAIL B

No Passing zone one direction

Two-way traffic

DETAIL A

Passing zone both directions

Two-way traffic

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.

Bi-directional yellow vehicle positioning guides

Bi-directional yellow vehicle positioning guides

Bi-directional yellow vehicle positioning guides

40’ cycle length

40’ cycle length

40’ cycle length

500’

500’

500’

500’

500’

500’

PROJECT LIMITS

PROJECT LIMITS

PROJECT LIMITS

Passing Allowed No Passing Zone Passing Allowed

T8

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

TOTAL

SHEETS

SHEET

NO.

Not To Scale 635-6

TEMPORARY TRAFFIC CONTROL

SINGLE LANE CLOSURE LAYOUT

(WITH FLAGGERS)

T11

REVISED:

DRAFT: 9/2010

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’

ROAD

WORK

AHEAD AHEAD

ONE LANE

ROAD

ROAD WORK

END

Traffic flow

Traffic flow

W20-1

See Note 4

W20-7aW20-4

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

Expressway / Freeway

NOTE:

MPH

XX xxx

FEET

BUFFER SPACE

LENGTH

Flagger location Channelizing devices

Flagger location

10’ min.

See Note 6

BUFFER SPACE

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

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

Device spacing

T9

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

TOTAL

SHEETS

SHEET

NO.

WORK

AHEAD

ROAD

AHEAD

ONE LANE

ROAD

ROAD WORK

END

ROAD WORK

END

WORK

AHEAD

ROAD

AHEAD

ONE LANE

ROAD

MPH

XX

MPH

XX

Not To Scale 635-7

TEMPORARY TRAFFIC CONTROL

SINGLE LANE CLOSURE LAYOUT

(WITH YIELD SIGN)

T10 T11

REVISED:

DRAFT: 9/2010

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)

R1-2aW13-1P

(optional)

W16-2P

(optional)

See Note 5

1.

2.

3.

4.

5.

6.

7.

xxx

FEET

NOTE: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

Expressway / Freeway

(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

YIELD LINE

(optional)

See Note 4 Channelizing devices

Type B warning light (optional)

Type B warning light (optional)

15’

10’ min.

See Note 6

C B A

ADVANCE WARNING AREA (See Sign Spacing Table)

A B

TERMINATION AREAVARIABLE(See Length and Spacing Table)

TAPER AREA BUFFER SPACE ATAPER AREABUFFER SPACE

Device spacing

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

TOTAL

SHEETS

SHEET

NO.

Not To Scale 635-14

" 4

" 3

F a c e o f

C u r b

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

NOTE:

1.

2.

3.

4.

Use Type III or higher type sheeting on all signs and channelizing devices. Warning lights are not normally needed on devices with Type III or higher type sheeting, but may be beneficial to attract the drivers attention in fog or other special conditions. When used, apply the appropriate type of warning light (Type A, B, C, or D) per the MUTCD Chapter 6F.

Ensure all sign supports exposed to impact by traffic meet the requirements of NCHRP-350 for crash worthiness.

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

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

Local Tangent

200’

Shorter dimension for non-square post

1 12" dia. for 4" x 6" post and 2" dia. for 6" x 6" post

Embed 14 of the total length of the sign post in the ground

POST DETAIL SIGN INSTALLATION ANGLE

Mount signs with area 9 sqft and under on a single 4" x 4" wood post. Use double wood posts for signs wider than 36" or signs with an area over 9 sqft. Steel may be used in lieu of wood posts (see note #2).

NOTE:

SIGN PLACEMENT

URBAN AREAS

(or pedestrian or parking areas)

RURAL AREAS

Breakaway holes required for all wooden sign posts larger than

4" x 4". See Post Detail m in m in f o r a d v is o r y p la te

6’ to 12’2’ min.

m in f o r a d v is o r y p la te m in

TEMPORARY TRAFFIC CONTROL

SIGN INSTALLATION

T11 T11

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

TOTAL

SHEETS

SHEET

NO.