01_IN NP INDU PMS(1)_Plans_Pre-Final_PRESOLICITATION.pdf

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IN NP INDU PMS(1), Pavement Preservation Indiana Dunes
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This is a detailed design and construction documents package for a Pavement Preservation project at Indiana Dunes National Park, prepared by the Western Federal Lands Highway Division of the Federal Highway Administration. The project involves resurfacing and preserving approximately 5.96 miles of roadways and various parking areas across Lake, Porter, and LaPorte Counties in Indiana. The project includes multiple implementation options: Base Length (5.96 miles), Option X (1.61 miles), Option Y (Pinhook Bog Parking), and Option Z (1.88 miles).

The technical scope includes micro surfacing, full depth reclamation, asphalt concrete pavement patching, crack sealing and filling, and comprehensive pavement marking restoration. The project will utilize standard specifications for construction of roads and bridges on federal highways, with specific attention to surface treatment techniques, traffic control, and accessibility considerations. The documents provide extensive technical details including surfacing tabulation sheets, temporary traffic control plans, pavement marking guidelines, and detailed diagrams for road and parking area treatments across multiple mapped sections of the national park.

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PROJECT MANAGER

PLANS FOR PROPOSED PROJECT

SPECIFICATION:

TYPE OF CONSTRUCTION:

N.T.S.

K. GRAY

PLANS PREPARED BY

FOR

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

APPROVED:

A.1

DATE:

DATE:

Western Federal Lands Highway Division

Chief of Engineering

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

90 80

INDIANA KEY MAP

Projects, FP-24 of Roads and Bridges on Federal Highway

Standard Specifications for Construction

INDIANA DUNES NATIONAL PARK (INDU)

NATIONAL PARK SERVICE

U.S. DEPARTMENT OF THE INTERIOR

NPS PMIS NO. 327124

IN NP INDU PMS(1)

INDIANA DUNES

PAVEMENT PRESERVATION

Indiana Dunes National Park Superintendent, INDIANAPOLIS

INDIANA

LAKE, PORTER, AND LAPORTE COUNTIES

NPS PMIS No. 327124 NPS Drwg No. 626-196204

Resurfacing

OPTION Z LENGTH: 1.88 MILES

OPTION Y LENGTH: PINHOOK BOG PARKING

OPTION X LENGTH: 1.61 MILES & PARKING AREAS

BASE LENGTH: 5.96 MILES & PARKING AREAS

By Letter

PROJECT

NUMBER

SHEET

S h e e ts A ti tl e s h e e t.

d g n

A p r

P

M

IN NP INDU PMS(1)

PROJECT MANAGER

PLANS FOR PROPOSED PROJECT

SPECIFICATION:

TYPE OF CONSTRUCTION:

N.T.S.

K. GRAY

PLANS PREPARED BY

FOR

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

APPROVED:

A.1

DATE:

DATE:

Western Federal Lands Highway Division

Chief of Engineering

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

90 80

INDIANA KEY MAP

Projects, FP-24 of Roads and Bridges on Federal Highway

Standard Specifications for Construction

INDIANA DUNES NATIONAL PARK (INDU)

NATIONAL PARK SERVICE

U.S. DEPARTMENT OF THE INTERIOR

NPS PMIS NO. 327124

IN NP INDU PMS(1)

INDIANA DUNES

PAVEMENT PRESERVATION

Indiana Dunes National Park Superintendent, INDIANAPOLIS

INDIANA

LAKE, PORTER, AND LAPORTE COUNTIES

NPS PMIS No. 327124 NPS Drwg No. 626-196204

Resurfacing

OPTION Z LENGTH: 1.88 MILES

OPTION Y LENGTH: PINHOOK BOG PARKING

OPTION X LENGTH: 1.61 MILES & PARKING AREAS

BASE LENGTH: 5.96 MILES & PARKING AREAS

By Letter

PROJECT LOCATIONPROJECT LOCATION

PRELIMINARY- NOT FOR CONSTRUCTION

TYPICAL SECTIONS

NOTE:

C.1

NO SCALE

Construction Limits Construction Limits

Grade Varies Grade Varies

Slope

Variable

Var ies

Varies

MICRO SURFACING

TYPICAL SECTION

For Roadway Width or Parking Lot Dimensions

See Surfacing Tabulation Sheets

CL

Existing pavement section

, type 2Micro surfacing

See section D for locations.

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

operations.

other appurtenances during all surface treatment manholes, snow pole sleeves, water valves, and all concrete and cobble stone islands, stone wall, stone curbs, concrete curb & gutter, concrete barriers,

2. Protect existing project timber curbs, asphalt curbs, for width and extent of asphalt surface treatment.

1. See Tabulation of Surfacing Quantities Sheets D.1-D.6

Existing asphalt surface

Slope

Variable

Construction Limits onstruction LimitsC

Var ies

Varies

Grade varies Grade varies

For Roadway Width or Parking Lot Dimensions

See Surfacing Tabulation Sheets

Tack Coat asphalt surface

Existing

1:4 drainage and appearance.

pavement. Shape and compact as necessary for

Roadway Aggregate, Method 2 after placement of asphalt

Shoulder up with

Method 2, 6-inch depth

Full Depth Reclamation, Fog Seal

OPTION Y

ROUTE 0940

FULL DEPTH RECLAMATION

Tack Coat between 2-inch lifts

4-inch compacted depth

Asphalt Concrete Pavement

PROJECT

NUMBER

SHEET

S h e e ts C C

T y p ic a l S e c ti o n .d g n

A p r

A

M

IN NP INDU PMS(1)

NPS PMIS No. 327124 NPS Drwg No. 626-196204

Greater than 1"

CRACK SEALING AND FILLING

CRACK SEALING AND FILLING

ASPHALT PAVEMENT

C.2 with existing surface

Strike off material to flush flush with the existing surface

Ensure all remaining overband is

CRACK SEALING CRACK FILLING

" to 1"4 crack sealant

Seal crack with hot applied with existing surface

Fill crack with pre-formulated mastic material flush

(22' width).

2. Parking area crack sealing converted to units of miles

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

NO SCALE

PROJECT

NUMBER

SHEET

C

C r a c k S e a li n g a n d F il li n g .d g n

M a r

A

M

IN NP INDU PMS(1)

to a depth of 10" base and subgrade material Remove damaged pavement, pavement Existing base course Existing

NOTE:

FULL DEPTH PATCH TYPE 2

FULL DEPTH PATCH TYPE 1

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

Fog seal

FOOTNOTE:

C.3

PATCH TYPE 1 & 2 DETAILS

ASPHALT CONCRETE PAVEMENT

NO SCALE

conditions encountered at time of construction.

1. Extent of patch to be determined by the CO based on

[1][1]

V a r ie s

V a r ie s

Pay Limits

Stabilization geogrid [1]

Pay Limits

6" crushed aggregate of the patch

Tack coat around the perimeter of the patch Tack coat around the perimeter bottom of crushed aggregate and existing base course.

For Type 1 patch, place stabilization geogrid between

Tack coat

Tack coat

Place in two lifts 4" Asphalt concrete pavement

Fog seal

Place in two lifts

4" Asphalt concrete pavement

PROJECT

NUMBER

SHEET

C C p a tc h t y p e a n d .d g n

M a r

A

M

IN NP INDU PMS(1)

20441-0000 40901-2000 41402-

41801-1000 41801-2000

FT FT

CUYD SQYD MILE SQYD SQYD

0014Z West Beach Access Road 48894 0.08 1.37 6,811 24.8 18,768 1.29

0015Z West Beach Entry Road 48894 0.00 0.19 1,003 19.5 2,173 0.19

0016A Portage Lakefront Entrance Road 114280 0.00 0.63 3,326 25.2 9,313 0.63

0207AZ Good Fellow Camp Road DLC 25512 0.00 0.44 2,323 20.0 5,162

0207AZ (1) Driveway 25512 67

0207BZ Good Fellow Camp Exit Road DLC 25512 0.00 0.05 264 14.3 419

0207CZ Good Fellow Camp Road Turnaround DLC 25512 0.00 0.03 158 20.0 351

0207DZ Good Fellow Camp Loop DLC 25512 0.00 0.10 528 11.5 675 11

0207DZ (1) Driveway, (1) Pullout 25512 180

0210 Central Avenue 24757 0.00 0.54 2,851 17.3 5,480 0.54 156 240

0210 (1) Pullout 24757 111 0.01

0212 Kemil Road (300 East Road) 48911 0.00 0.81 4,277 20.0 9,504 0.81 40

0213 Furnessville Road (1500 North Road) 48912 0.00 1.30 6,864 17.2 13,118

0240 Wahl Farm Access Road 114938 0.07 0.12 264 11.1 326 0.05 50

0406 West Beach Service Road 25797 0.00 0.12 634 11.7 824

North Main Street 1,090 22.0 2,664 0.21

Main Street 640 12.0 853

0904 Calumet Dunes Interpreter Center Parking 24732 1,972 0.15 20

0905 Calumet Dunes Interpreter Center Overflow Parking 25516 730

0906 Kemil Beach Parking 24734 4,372 0.32 16

0907 Bailly/Chellberg Visitor Parking 56219 4,303 0.33

0913 Lake View Beach Parking 24725 1,016 0.08 16

0914 Lake Front Drive 15 Minutes Parking 56223 111 9

0915 Central Beach Parking 24727 3,501 0.27 103

0916Z Mt. Baldy Parking 24729 6,421 0.50 243

0917 Glenwood Dunes Parking 24726 4,748 0.37 33

0918Z HQ Administrative Parking A 24760 9,574 0.74 449

0919Z HQ Administrative Parking B 24760 5,254 0.41 236

0920 Douglas Center Parking 25510 3,136

0921 Tolleston Dunes Overlook Parking 52955 185 0.01

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)

\\usqts0vs01\Jobs\_Transportation\WXXZ7300_WFL_IDIQ 2021\WXXZ7362_24F00068N_IN_INDU Pave Pres\800_FHWA\68N\01-CADD\Sheets\_Tabs\[INDU Proj_Sum_Shts_11152024.xlsm]Base Road 1 NPS PMIS No. 327124

Begin work after tangent as directed by CO

Begin work at Indiana Dunes National Park sign

1,620

SHEET

NUMBER

D.1

Remarks

BID ITEM NUMBER

WASTE

(Sediment

Removal)

MILE TO MILE

CRACKS,

CLEANING

AND

SEALING

SQFT

IN NP INDU PMS(1)

PROJECT

MICRO

SURFACING,

TYPE 2

L E N

G T H

W

ID

T H

FMSS No.

SURFACING TABULATION SHEET - BASE

ROUTE NAME

MILES

ASPHALT

CONCRETE

PAVEMENT

PATCH, TYPE 2

ASPHALT

CONCRETE

PAVEMENT

PATCH, TYPE 1

R O

U T E N

U M

B E R

SHEET TOTAL 115,3110 1566.91 1,466

6,568

38,724

9,143

31,510

57,792

42,731

86,162

Protect traffic counters

Remove inlaid traffic counters and fill with micro

Material Application Rates and Weights Used for Estimating Purposes

NOTE: Protect curb and gutter, grates, concrete swales, speed bumps, wheel stops, sidewalks, curbs, concrete, manhole covers, valves, buildings, etc. Grind off epoxy pavement markings prior to surface treatment.

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

3/25/25 8:06 AM NPS Drwg No. 626-196204

TABULATION OF SURFACING

QUANTITIES

47,284

28,224

1,667

Parking Areas

17,752

36,947 Apply 3 coats of micro at low spot as directed by CO

1,000

Treat portion of route as directed by CO

20441-0000 40901-2000

41801-1000 41801-2000

FT FT

CUYD SQYD MILE SQYD SQYD

0922 Tolleston Dunes Trailhead Parking 24748 2,603 0.20 4

0923 West Beach Visitor Parking 24754 487 33,693 2.61 100

0925 West Beach Maintenance Building Parking 56225 1,903 0.15 22

0927AZ DLC (Good Fellow Camp) Parking A 56228 670

0927CZ DLC (Good Fellow Camp) Parking C 56228 461

0930 Tremont Comfort Area Parking 24730 969

0936 Long Lake Trail Parking 46984 771 0.06

0937Z Mt. Baldy Bus Parking 24729 994 25

0938 Dunbar Parking Area 25906 1,437 0.11 30

0943 Marquette Trail Parking 104538 200 0.02

0944 West Beach Service Parking 104580 171

0950 Porter Beach North Parking 100346 1,558 0.12

0952 Calumet River Trail Parking 82346 748

0953 Portage Lakefront North Parking Area 114273 2,559 0.20

0954 Portage Lakefront East Parking Area 114274 791 0.06

0955 Portage Lakefront West Parking Area 114283 839 0.07

0960 U.S. Highway 12 Dorm Drive/Parking 58102 686

0961 #106 Rm Annex Driveway 98098 158

0962 US 20 Dorm Entrance Parking 58534 1,536 12

South Porter Parking 1,944

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)

\\usqts0vs01\Jobs\_Transportation\WXXZ7300_WFL_IDIQ 2021\WXXZ7362_24F00068N_IN_INDU Pave Pres\800_FHWA\68N\01-CADD\Sheets\_Tabs\[INDU Proj_Sum_Shts_11152024.xlsm]Base Road 2

SHEET TOTAL 487 54,691

6,034

4,149

8,721

6,937

8,947

12,933

1,799

1,539

14,021

6,729

23,035

7,115

6,177

SURFACING TABULATION SHEET - BASE

PROJECT

SHEET

NUMBER

IN NP INDU PMS(1) D.2

MILES SQFT

CRACKS,

CLEANING

AND

SEALING

MILE TO MILE

L E N

G T H

ASPHALT

CONCRETE

PAVEMENT

PATCH, TYPE 1

BID ITEM NUMBER

R O

U T E N

U M

B E R

ROUTE NAME FMSS No.

W

ID

T H

WASTE

(Sediment

Removal)

ASPHALT

CONCRETE

PAVEMENT

PATCH, TYPE 2

MICRO

SURFACING,

TYPE 2

Remarks

BASE TOTAL 487 170,002 10.51 156 1,659

23,424

WASTE: Includes sediment removal and disposing of sand, debris, and vegetation from the pavement prior to surface treatment

303,237

17,128

7,553

3/18/25 12:30 PM NPS PMIS No. 327124

Remove sensors

Material Application 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.

NOTE: Protect curb and gutter, grates, concrete swales, speed bumps, wheel stops, sidewalks, curbs, concrete, manhole covers, valves, buildings, etc. Grind off epoxy pavement markings prior to surface treatment.

TABULATION OF SURFACING

QUANTITIES

1,422

6,912 Apply two coats of micro surfacing

17,500

3.60

NPS Drwg No. 626-196204

0 193

40901-2000

41801-1000 41801-2000

FT FT

SQYD MILE SQYD SQYD

0222AZ Dunewood Campground Access Road Loop AZ 24752 0.00 0.06 317 14.8 521 8

0222BZ Dunewood Campground Access Road Loop BZ 24752 0.00 0.04 211 11.6 272

0222Z Dunewood Campground Access Road Loop A 24752 0.00 0.29 1,531 25.0 4,253 111 22

0223Z Dunewood Campground Access Road Loop C 24752 0.00 0.29 1,531 23.1 3,930

0223Z (1) Pullout 24752 67

0237Z Dunewood Campground Access Road Loop D (Douglas Loop) 24752 0.00 0.32 1,690 17.2 3,230 0.32

0237Z (2) Pullouts, (20) Slips 24752 2,493 0.19

0238Z Dunewood Campground Access Road Loop B (Mather Loop) 24752 0.00 0.41 2,165 14.1 3,392 93

0238Z (1) Driveway, (3) Pullouts, (34) Slips, (1) Walkway 24752 4,449

0410 Dunewood Service Road 25514 0.00 0.10 528 10.0 587 0.10 21

0410 (1) Driveway, (1) Pullout 25514 120 0.01

0900Z Dunewood Campground Access Parking 56393 142

0903Z Dunewood Walk-In Parking 56393 492

Great Marsh Trail ABA Parking 433

Great Marsh Trail 550 8.0 489

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)

\\usqts0vs01\Jobs\_Transportation\WXXZ7300_WFL_IDIQ 2021\WXXZ7362_24F00068N_IN_INDU Pave Pres\800_FHWA\68N\01-CADD\Sheets\_Tabs\[INDU Proj_Sum_Shts_11152024.xlsm]Opt X Road 1

Parking Areas

1,280

4,428

3,900

3/18/25 1:05 PM NPS PMIS No. 327124 NPS Drwg No. 626-196204

OPTION X TOTAL

Material Application Rates and Weights Used for Estimating Purposes

TABULATION OF SURFACING

QUANTITIES

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

NOTE: Protect curb and gutter, grates, concrete swales, speed bumps, wheel stops, sidewalks, curbs, concrete, manhole covers, valves, buildings, etc. Grind off epoxy pavement markings prior to surface treatment.

0.62 204 5124,870

Trails

1,080

40,040 Treat the walkway to the restroom

Use Type 1 patch for ADA parking area as directed by CO.

Remove and reset wheel stops.

22,440

Remove speed bumps and patch as directed by CO

MILES SQFT

CRACKS,

CLEANING

AND

SEALING

BID ITEM NUMBER

Remarks

R O

U T E N

U M

B E R

ROUTE NAME FMSS No.

MILE TO MILE

L E N

G T H

W

ID

T

H ASPHALT

CONCRETE

PAVEMENT

PATCH, TYPE 1

ASPHALT

CONCRETE

PAVEMENT

PATCH, TYPE 2

MICRO

SURFACING,

TYPE 2

SURFACING TABULATION SHEET - OPTION X

PROJECT

SHEET

NUMBER

IN NP INDU PMS(1) D.3

30202-2000 30402-5300 40301-0100

FT FT

TON SQYD TON

0940 Pinhook Bog Parking 111768 15.4 1,820 396.3

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)

\\usqts0vs01\Jobs\_Transportation\WXXZ7300_WFL_IDIQ 2021\WXXZ7362_24F00068N_IN_INDU Pave Pres\800_FHWA\68N\01-CADD\Sheets\_Tabs\[INDU Proj_Sum_Shts_11152024.xlsm]Opt Y Road 3/18/2025 13:07 NPS PMIS No. 327124 NPS Drwg No. 626-196204

396.3

NOTE: Protect curb and gutter, grates, concrete swales, speed bumps, wheel stops, sidewalks, curbs, concrete, manhole covers, valves, buildings, etc. Grind off epoxy pavement markings prior to surface treatment.

1,820

Material Application Rates and Weights Used for Estimating Purposes

TABULATION OF SURFACING

QUANTITIES

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

OPTION Y TOTAL 15.4

16,378

Parking Areas

MILES SQFT

BID ITEM NUMBER

Remarks

R O

U T E N

U M

B E R

ROUTE NAME FMSS No.

MILE TO MILE

L E N

G T H

W

ID

T H

ROADWAY

AGGREGATE,

METHOD 2

ASPHALT CONCRETE

PAVEMENT, TYPE 1

FULL DEPTH

RECLAMATION,

METHOD 2, 6-INCH

DEPTH

SURFACING TABULATION SHEET - OPTION Y

PROJECT

SHEET

NUMBER

IN NP INDU PMS(1) D.4

20441-0000 40901-2000 41402-2000 41801-2000

FT FT

CUYD SQYD MILE SQYD

0404 West Beach Service Access Road 56012 0.00 0.32 1,690 20.2 751 3,793 0.32 40

Porter Brickyard Trail 2,984 8.0 2,652

Portage Riverwalk Trail 2,300 8.0 2,044 0.44

Dunes Kankakee Trail 2,927 8.0 2,602 0.20 20

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)

\\usqts0vs01\Jobs\_Transportation\WXXZ7300_WFL_IDIQ 2021\WXXZ7362_24F00068N_IN_INDU Pave Pres\800_FHWA\68N\01-CADD\Sheets\_Tabs\[INDU Proj_Sum_Shts_11152024.xlsm]Opt Z Road 1

SURFACING TABULATION SHEET - OPTION Z

PROJECT

SHEET

NUMBER

IN NP INDU PMS(1) D.5

BID ITEM NUMBER

Remarks

R O

U T E N

U M

B E R

ROUTE NAME FMSS No.

MILE TO MILE

L E N

G T H

W

ID

T H

WASTE

(Sediment

Removal)

ASPHALT CONCRETE

PAVEMENT PATCH,

TYPE 2

MICRO SURFACING,

TYPE 2

MILES SQFT

CRACKS, CLEANING

AND SEALING

WASTE: Includes sediment removal and disposing of sand, debris, and vegetation from the pavement prior to surface treatment. Protect the fence.

Porter Brickyard Trail consists of two sections. See Area

Map 4 for locations. Remove and reset bollards for access.

Treat US-12 to US-20 portion

Trails

OPTION Z TOTAL 751 11,091

Material Application Rates and Weights Used for Estimating Purposes

TABULATION OF SURFACING

QUANTITIES

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

NOTE: Protect curb and gutter, grates, concrete swales, speed bumps, wheel stops, sidewalks, curbs, concrete, manhole covers, valves, buildings, etc. Grind off epoxy pavement markings prior to surface treatment.

0.96 60

3/25/25 11:25 AM NPS PMIS No. 324124 NPS Drwg No. 626-196204

/2

5/

NPS PMIS NO.: 327124 NPS Drwg No. 626-196204

IN NP INDU PMS(1)

SHEET

NUMBER

PROJECT

D.6

Service Layer Credits: World Topographic Map: Esri, HERE, Garmin, USGS, NGA, EPA, USDA, NPS

C :\M

IS

C

G

IS

C A

D p ro je ct fo ld er s\ A

R C

G

IS

P ro

P ro je ct s co pi ed fr om n et w or k\

IN

D U

\G

IS

S ha pe fi le s_

D at ab as es \W

X X

Z

_I

N D

U _P av e_

P re s\ W

X X

Z

_I

N D

U _P av e_

P re s.

ap rx

0 4 8 Miles

INDIANA DUNES

NATIONAL PARK

KEY MAP

NOTE:

1. See Road Inventory Program (RIP) data for Indiana Dunes National Park Cycle 6 Report for additional maps and route information.

2. Unique colors and shades used to differentiate routes and surface treatment.

3. Refer to Surfacing Tabulation Sheets for extent of asphalt surface treatment including roads, parking areas, pullouts, approaches, driveways, campground slips, and other miscellaneous paved surfaces.

Micro Surfacing Type 2

LEGEND:

No Work Unless Noted Otherwise

AREA

MAP 1

AREA

MAP 4

AREA MAP 5

AREA

MAP 7

AREA

MAP 6

AREA

MAP 3

AREA

MAP 2

AREA

MAP 8

6" Full Depth Reclamation and 4" Overlay

5/

NPS PMIS NO.: 327124 NPS Drwg No. 626-196204

IN NP INDU PMS(1)

SHEET

NUMBER

PROJECT

D.7

Service Layer Credits: World Street Map: County of Lake, Indiana, Esri, HERE, Garmin, INCREMENT

P, NGA, USGS

C :\M

IS

C

G

IS

C A

D p ro je ct fo ld er s\ A

R C

G

IS

P ro

P ro je ct s co pi ed fr om n et w or k\

IN

D U

\G

IS

S ha pe fi le s_

D at ab as es \W

X X

Z

_I

N D

U _P av e_

P re s\ W

X X

Z

_I

N D

U _P av e_

P re s.

ap rx

0 500 1,000 Feet

INDIANA DUNES

NATIONAL PARK

AREA MAP 1

NOTE:

1. See Road Inventory Program (RIP) data for Indiana Dunes National Park Cycle 6 Report for additional maps and route information.

2. Unique colors and shades used to differentiate routes and surface treatment.

3. Refer to Surfacing Tabulation Sheets for extent of asphalt surface treatment including roads, parking areas, pullouts, approaches, driveways, campground slips, and other miscellaneous paved surfaces.

Micro Surfacing Type 2

LEGEND:

No Work Unless Noted Otherwise

ROUTE 0920

DOUGLAS CENTER

PARKING

BASE

BASE Routes included with

BASE SCHEDULE

5/

NPS PMIS NO.: 327124 NPS Drwg No. 626-196204

IN NP INDU PMS(1)

SHEET

NUMBER

PROJECT

D.8

Service Layer Credits: World Street Map: Esri, HERE, Garmin, INCREMENT P, Intermap, NGA, USGS

C :\M

IS

C

G

IS

C A

D p ro je ct fo ld er s\ A

R C

G

IS

P ro

P ro je ct s co pi ed fr om n et w or k\

IN

D U

\G

IS

S ha pe fi le s_

D at ab as es \W

X X

Z

_I

N D

U _P av e_

P re s\ W

X X

Z

_I

N D

U _P av e_

P re s.

ap rx

0 1,000 2,000 Feet

INDIANA DUNES

NATIONAL PARK

AREA MAP 2

ROUTE 0936

LONG LAKE

TRAIL PARKING

ROUTE 0943

MARQUETTE TRAIL

PARKING

ROUTE 0944

WEST BEACH

SERVICE PARKING

ROUTE 0921

TOLLESTON DUNES

OVERLOOK PARKING

ROUTE 0923

WEST BEACH

VISITOR PARKING

ROUTE 0925

WEST BEACH MAINTENANCE

BUILDING PARKING

Potential staging area

ROUTE 0015Z

WEST BEACH

ENTRY ROAD

ROUTE 0404

WEST BEACH SERVICE

ACCESS ROAD

ROUTE 0014Z

WEST BEACH

ACCESS ROAD

6300003P NPS Structure

MAIN STREET

NORTH MAIN STREET &

ROUTE 0406

WEST BEACH

SERVICE ROAD

Potential staging area

MP 0.0

MP 1.0

NOTE:

1. See Road Inventory Program (RIP) data for Indiana Dunes National Park Cycle 6 Report for additional maps and route information.

2. Unique colors and shades used to differentiate routes and surface treatment.

3. Refer to Surfacing Tabulation Sheets for extent of asphalt surface treatment including roads, parking areas, pullouts, approaches, driveways, campground slips, and other miscellaneous paved surfaces.

Micro Surfacing Type 2

LEGEND:

No Work Unless Noted Otherwise

Z

BASE Routes included with

BASE SCHEDULE

Routes included with

OPTION Z

Z

BASE

BASE

BASE

BASE

BASE

BASE

BASE

BASE

BASE

BASE

BASE

5/

NPS PMIS NO.: 327124 NPS Drwg No. 626-196204

IN NP INDU PMS(1)

SHEET

NUMBER

PROJECT

D.9

Service Layer Credits: World Street Map: Esri, HERE, Garmin, INCREMENT P, Intermap, NGA, USGS

C :\M

IS

C

G

IS

C A

D p ro je ct fo ld er s\ A

R C

G

IS

P ro

P ro je ct s co pi ed fr om n et w or k\

IN

D U

\G

IS

S ha pe fi le s_

D at ab as es \W

X X

Z

_I

N D

U _P av e_

P re s\ W

X X

Z

_I

N D

U _P av e_

P re s.

ap rx

0 1,000 2,000 Feet

INDIANA DUNES

NATIONAL PARK

AREA MAP 3

ROUTE 0922

TOLLESTON DUNES

TRAILHEAD PARKING

ROUTE 0953

PORTAGE LAKEFRONT

NORTH PARKING AREA

ROUTE 0954

PORTAGE LAKEFRONT

EAST PARKING AREA

ROUTE 0955

PORTAGE LAKEFRONT

WEST PARKING AREA

ROUTE 0016A

PORTAGE LAKEFRONT

ENTRANCE ROAD

ROUTE 0016B

PORTAGE LAKEFRONT

TURNAROUND

(NO WORK)

PORTAGE

RIVERWALK TRAIL

Begin work at Indiana

Dunes National Park sign

NOTE:

1. See Road Inventory Program (RIP) data for Indiana Dunes National Park Cycle 6 Report for additional maps and route information.

2. Unique colors and shades used to differentiate routes and surface treatment.

3. Refer to Surfacing Tabulation Sheets for extent of asphalt surface treatment including roads, parking areas, pullouts, approaches, driveways, campground slips, and other miscellaneous paved surfaces.

Micro Surfacing Type 2

LEGEND:

No Work Unless Noted Otherwise

Z Routes included with

OPTION Z

Z

BASE Routes included with

BASE SCHEDULE

BASE

BASE

BASE

BASE

5/

NPS PMIS NO.: 327124 NPS Drwg No. 626-196204

IN NP INDU PMS(1)

SHEET

NUMBER

PROJECT

D.10

Service Layer Credits: World Street Map: Esri, HERE, Garmin, INCREMENT P, Intermap, NGA, USGS

C :\M

IS

C

G

IS

C A

D p ro je ct fo ld er s\ A

R C

G

IS

P ro

P ro je ct s co pi ed fr om n et w or k\

IN

D U

\G

IS

S ha pe fi le s_

D at ab as es \W

X X

Z

_I

N D

U _P av e_

P re s\ W

X X

Z

_I

N D

U _P av e_

P re s.

ap rx

0 1,000 2,000 Feet

INDIANA DUNES

NATIONAL PARK

AREA MAP 4

ROUTE 0927AZ

DLC (GOOD FELLOW

CAMP) PARKING A

ROUTE 0927CZ

DLC (GOOD FELLOW

CAMP) PARKING C

ROUTE 0952

CALUMET RIVER

TRAIL PARKING

ROUTE 0907

BAILLY/CHELLBERG

VISITOR PARKING

ROUTE 0918Z

HQ ADMINISTRATIVE

PARKING A

ROUTE 0919Z

HQ ADMINISTRATIVE

PARKING B

ROUTE 0961

#106 RM ANNEX

DRIVEWAY

ROUTE 0962

US 20 DORM

ENTRANCE PARKING

ROUTE 0207CZ

GOOD FELLOW

CAMP ROAD TURNAROUND DLC

ROUTE 0207BZ

GOOD FELLOW CAMP

EXIT ROAD DLC

ROUTE 0207DZ

GOOD FELLOW

CAMP LOOP DLC

ROUTE 0240

WAHL FARM

ACCESS ROAD

ROUTE 0207AZ

GOOD FELLOW

CAMP ROAD DLC

PORTER

BRICKYARD

TRAIL

PORTER

BRICKYARD TRAIL

X

Potential staging area

NOTE:

1. See Road Inventory Program (RIP) data for Indiana Dunes National Park Cycle 6 Report for additional maps and route information.

2. Unique colors and shades used to differentiate routes and surface treatment.

3. Refer to Surfacing Tabulation Sheets for extent of asphalt surface treatment including roads, parking areas, pullouts, approaches, driveways, campground slips, and other miscellaneous paved surfaces.

Micro Surfacing Type 2

LEGEND:

No Work Unless Noted Otherwise

Z Routes included with

OPTION Z

Z

Z

BASE Routes included with

BASE SCHEDULE

BASE

BASE

BASE

BASE

BASE

BASE

BASE

BASE

BASE

BASE

BASE

BASE

5/

NPS PMIS NO.: 327124 NPS Drwg No. 626-196204

IN NP INDU PMS(1)

SHEET

NUMBER

PROJECT

D.11

Service Layer Credits: World Street Map: Esri, HERE, Garmin, INCREMENT P, NGA, USGS

C :\M

IS

C

G

IS

C A

D p ro je ct fo ld er s\ A

R C

G

IS

P ro

P ro je ct s co pi ed fr om n et w or k\

IN

D U

\G

IS

S ha pe fi le s_

D at ab as es \W

X X

Z

_I

N D

U _P av e_

P re s\ W

X X

Z

_I

N D

U _P av e_

P re s.

ap rx

0 3,000 6,000 Feet

INDIANA DUNES

NATIONAL PARK

AREA MAP 5

ROUTE 0904

CALUMET

DUNES INTERPRETER

CENTER PARKING &

ROUTE 0905

CALUMET DUNES

INTERPRETER CENTER

OVERFLOW PARKING

ROUTE 0906

KEMIL BEACH

PARKING

ROUTE 0938

DUNBAR PARKING AREA

ROUTE 0950

PORTER BEACH

NORTH PARKING

ROUTE 0913

LAKE VIEW

BEACH PARKING

ROUTE 0914

LAKE FRONT

DRIVE 15 MINUTES PARKING

ROUTE 0917

GLENWOOD

DUNES PARKING

ROUTE 0930

TREMONT COMFORT

AREA PARKING

ROUTE 0956

BEVERLY DRIVE

SPRING PARKING AREA

(NO WORK)

ROUTE 0958

HAWLEYWOOD BUILDING

#504 DRIVEWAY / PARKING

(NO WORK)

ROUTE 0960

U.S. HIGHWAY 12 DORM

DRIVE/PARKING

ROUTE 0226

SOUTH STATE PARK ROAD

(1500 NORTH ROAD)

(NO WORK)

ROUTE 0212

KEMIL ROAD (300

EAST ROAD)

ROUTE 0213

FURNESSVILLE ROAD

(1500 NORTH ROAD)

SOUTH PORTER

PARKING

DUNES KANKAKEE

TRAIL

Potential staging area

BLACK

OAK TRAIL

(NO WORK)

NOTE:

1. See Road Inventory Program (RIP) data for Indiana Dunes National Park Cycle 6 Report for additional maps and route information.

2. Unique colors and shades used to differentiate routes and surface treatment.

3. Refer to Surfacing Tabulation Sheets for extent of asphalt surface treatment including roads, parking areas, pullouts, approaches, driveways, campground slips, and other miscellaneous paved surfaces.

Micro Surfacing Type 2

LEGEND:

No Work Unless Noted Otherwise

Routes included with

OPTION Z

BASE Routes included with

BASE SCHEDULE

Z

BASE

BASE

BASE

Z

BASE

BASE

BASE

BASE

BASE

BASE

BASE

BASE

BASE

5/

NPS PMIS NO.: 327124 NPS Drwg No. 626-196204

IN NP INDU PMS(1)

SHEET

NUMBER

PROJECT

D.12

Service Layer Credits: World Street Map: Esri, HERE, Garmin, INCREMENT P, Intermap, NGA, USGS

C :\M

IS

C

G

IS

C A

D p ro je ct fo ld er s\ A

R C

G

IS

P ro

P ro je ct s co pi ed fr om n et w or k\

IN

D U

\G

IS

S ha pe fi le s_

D at ab as es \W

X X

Z

_I

N D

U _P av e_

P re s\ W

X X

Z

_I

N D

U _P av e_

P re s.

ap rx

0 1,000 2,000 Feet

INDIANA DUNES

NATIONAL PARK

AREA MAP 6

ROUTE 0900Z

DUNEWOOD CAMPGROUND

ACCESS PARKING &

ROUTE 0903Z

DUNEWOOD

WALK-IN PARKING

ROUTE 0410

DUNEWOOD

SERVICE ROAD

ROUTE 0222BZ

DUNEWOOD CAMPGROUND

ACCESS ROAD LOOP BZ

ROUTE 0222AZ

DUNEWOOD CAMPGROUND

ACCESS ROAD LOOP AZ

ROUTE 0222Z

DUNEWOOD

CAMPGROUND

ACCESS ROAD

LOOP A

ROUTE 0223Z

DUNEWOOD CAMPGROUND

ACCESS ROAD LOOP C

ROUTE 0237Z

DUNEWOOD CAMPGROUND

ACCESS ROAD LOOP D

(DOUGLAS LOOP)

ROUTE 0238Z

DUNEWOOD CAMPGROUND

ACCESS ROAD LOOP B

(MATHER LOOP)

GREAT MARSH TRAIL

ABA PARKING

GREAT MARSH TRAIL

NOTE:

1. See Road Inventory Program (RIP) data for Indiana Dunes National Park Cycle 6 Report for additional maps and route information.

2. Unique colors and shades used to differentiate routes and surface treatment.

3. Refer to Surfacing Tabulation Sheets for extent of asphalt surface treatment including roads, parking areas, pullouts, approaches, driveways, campground slips, and other miscellaneous paved surfaces.

Micro Surfacing Type 2

LEGEND:

No Work Unless Noted Otherwise

Routes included with

OPTION X

X

X

X

X

X

X

X

X X

X

X

X

5/

NPS PMIS NO.: 327124 NPS Drwg No. 626-196204

IN NP INDU PMS(1)

SHEET

NUMBER

PROJECT

D.13

Service Layer Credits: World Street Map: Esri, HERE, Garmin, INCREMENT P, Intermap, NGA, USGS

C :\M

IS

C

G

IS

C A

D p ro je ct fo ld er s\ A

R C

G

IS

P ro

P ro je ct s co pi ed fr om n et w or k\

IN

D U

\G

IS

S ha pe fi le s_

D at ab as es \W

X X

Z

_I

N D

U _P av e_

P re s\ W

X X

Z

_I

N D

U _P av e_

P re s.

ap rx

0 1,000 2,000 Feet

INDIANA DUNES

NATIONAL PARK

AREA MAP 7

ROUTE 0937Z

MT. BALDY

BUS PARKING

ROUTE 0915

CENTRAL BEACH

PARKING

ROUTE 0916Z

MT. BALDY

PARKING

ROUTE 0210

CENTRAL AVENUE

No work within Railroad Right-of-way

NOTE:

1. See Road Inventory Program (RIP) data for Indiana Dunes National Park Cycle 6 Report for additional maps and route information.

2. Unique colors and shades used to differentiate routes and surface treatment.

3. Refer to Surfacing Tabulation Sheets for extent of asphalt surface treatment including roads, parking areas, pullouts, approaches, driveways, campground slips, and other miscellaneous paved surfaces.

Micro Surfacing Type 2

LEGEND:

No Work Unless Noted Otherwise

BASE Routes included with

BASE SCHEDULE

BASE

BASE

BASE

5/

NPS PMIS NO.: 327124 NPS Drwg No. 626-196204

IN NP INDU PMS(1)

SHEET

NUMBER

PROJECT

D.14

Service Layer Credits: World Street Map: Esri, HERE, Garmin, INCREMENT P, NGA, USGS

C :\M

IS

C

G

IS

C A

D p ro je ct fo ld er s\ A

R C

G

IS

P ro

P ro je ct s co pi ed fr om n et w or k\

IN

D U

\G

IS

S ha pe fi le s_

D at ab as es \W

X X

Z

_I

N D

U _P av e_

P re s\ W

X X

Z

_I

N D

U _P av e_

P re s.

ap rx

0 500 1,000 Feet

INDIANA DUNES

NATIONAL PARK

AREA MAP 8

ROUTE 0940

PINHOOK BOG

PARKING

NOTE:

1. See Road Inventory Program (RIP) data for Indiana Dunes National Park Cycle 6 Report for additional maps and route information.

2. Unique colors and shades used to differentiate routes and surface treatment.

3. Refer to Surfacing Tabulation Sheets for extent of asphalt surface treatment including roads, parking areas, pullouts, approaches, driveways, campground slips, and other miscellaneous paved surfaces.

6" Full Depth Reclamation and 4" Overlay

LEGEND:

No Work Unless Noted Otherwise

Routes included with

OPTION Y

Y

Y

SQFT Each

36 x 18 4.5 4

36 x 36 9 4

24 x 24 4 4

36 x 36 9 2

36 x 36 9 8

BASE OPTION X OPTION Y OPTION Z

2000 200 90 320

75 6 6 8

\\usqts0vs01\Jobs\_Transportation\WXXZ7300_WFL_IDIQ 2021\WXXZ7362_24F00068N_IN_INDU Pave Pres\800_FHWA\68N\01-CADD\Sheets\_Tabs\[INDU Proj_Sum_Shts_11152024.xlsm]TTC\\usqts0vs01\Jobs\_Transportation\WXXZ7300_WFL_IDIQ 2021\WXXZ7362_24F00068N_IN_INDU Pave Pres\800_FHWA\68N\01-CADD\Sheets\_Tabs\[INDU Proj_Sum_Shts_11152024.xlsm]TTC3/25/25 8:16 AM NPS PMIS No. 327124 NPS Drwg No. 626-196204

TABULATION OF TEMPORARY

TRAFFIC CONTROL

QUANTITIES

TEMPORARY TRAFFIC CONTROL

SHEET

NUMBER

Item Number

MUTCD

Reference

CONSTRUCTION SIGN QUANTITIES

E.1

EACH

DAY

63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR

DESCRIPTIONITEM NO.

63502-0700

63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

UNIT

TEMPORARY TRAFFIC CONTROL, CONE

OTHER TRAFFIC CONTROL QUANTITIES

BASE TOTAL 160

Inches

Sign Message

End Road Work

Road Work Ahead

25 MPH

Panel Size Area Quantity

Unit

Drawing Reference

635-1

635-1

635-6, 635-7

635-6, 635-7

635-6

G20-2

W20-1

W13-1P

W20-4

W20-7A

One Lane Road Ahead

Flagger Symbol

63504-1000

TEMPORARY TRAFFIC

CONTROL,

CONSTRUCTION SIGN

SQFT

18.0

36.0

16.0

18.0

72.0

PROJECT

IN NP INDU PMS(1)

NOTES

0014Z West Beach Access Road 7,234

0015Z West Beach Entry Road 1,003

0016A Portage Lakefront Entrance Road 3,326

0210 Central Avenue 2,851

0212 Kemil Road (300 East Road) 4,277

0213 Furnessville Road (1500 North Road) 6,864

0923 West Beach Visitor Parking 19,004

3/18/2025 13:42

Route Name LNFT

BASE TOTAL 44,559

TEMPORARY TRAFFIC CONTROL

SHEET

NUMBER

E.2

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

63503-0700

RemarksRoute Number

PROJECT

IN NP INDU PMS(1)

\\usqts0vs01\Jobs\_Transportation\WXXZ7300_WFL_IDIQ 2021\WXXZ7362_24F00068N_IN_INDU Pave Pres\800_FHWA\68N\01-CADD\Sheets\_Tabs\[INDU _TTC-2.xlsm]TTC (2)

TABULATION OF TEMPORARY

TRAFFIC CONTROL QUANTITIES

63401-

63401-

63401-

63405-

63406-0400

(TYPE D) (TYPE D) (TYPE D)

YELLOW WHITE WHITE WHITE BLUE YELLOW WHITE WHITE BLUE YELLOW WHITE (TYPE D)

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

0014Z West Beach Access Road 14,468 21,702 0 2,460 0 720 720 72 0 15,188 24,954 6 4 10

0015Z West Beach Entry Road 1,003 2,006 0 0 0 0 0 144 0 1,003 2,150 0

0016A Portage Lakefront Entrance Road 6,652 6,652 0 360 0 0 0 108 0 6,652 7,120 1 1 111

0207AZ Good Fellow Camp Road DLC 4,646 0 0 0 0 0 0 36 0 4,646 36 0

0207BZ Good Fellow Camp Exit Road DLC 264 0 0 0 0 0 0 0 0 264 0 0

0207CZ Good Fellow Camp Road Turnaround DLC 0 0 0 0 0 0 0 0 0 0 0 0

0207DZ Good Fellow Camp Loop DLC 0 0 0 0 0 0 0 36 0 0 36 2 2

0210 Central Avenue 5,702 0 0 0 0 0 0 288 0 5,702 288 3 3

0212 Kemil Road (300 East Road) 8,554 0 0 660 0 0 0 144 0 8,554 804 1 1

0213 Furnessville Road (1500 North Road) 6,864 0 0 0 0 0 0 48 0 6,864 48 0

0240 Wahl Farm Access Road 0 0 0 0 0 0 0 36 0 0 36 2 2

0406 West Beach Service Road 0 0 0 0 0 0 0 36 0 0 36 0

North Main Street 0 0 180 0 0 0 0 48 0 0 228 0

Main Street 640 640 0 180 0 0 0 0 0 640 820 0

0904 Calumet Dunes Interpreter Center Parking 0 0 740 0 240 0 0 48 240 0 788 2 4 6

Calumet Dunes Interpreter Center

Overflow Parking 0 0 360 0 0 0 0 0 0 0 360 0

0906 Kemil Beach Parking 0 0 1,880 0 480 0 0 60 480 0 1,940 2 2 4

0907 Bailly/Chellberg Visitor Parking 1,800 0 1,042 360 192 0 960 36 192 1,800 2,398 1 4 5

0913 Lake View Beach Parking 0 0 680 0 424 0 1,230 0 424 0 1,910 3 3

0914 Lake Front Drive 15 Minutes Parking 0 0 20 0 0 0 0 0 0 0 20 0

0915 Central Beach Parking 0 0 1,540 0 0 1,440 600 0 0 1,440 2,140 0

0916Z Mt. Baldy Parking 1,200 0 1,540 0 0 0 0 0 0 1,200 1,540 0

0917 Glenwood Dunes Parking 360 160 1,440 360 192 3,120 0 48 192 3,480 2,008 1 2 3

0918Z HQ Administrative Parking A 340 0 1,140 0 140 0 120 36 140 340 1,296 1 1

0919Z HQ Administrative Parking B 0 100 2,000 0 640 0 696 36 640 0 2,832 7 7

0920 Douglas Center Parking 300 200 682 0 0 0 528 36 0 300 1,446 2 3 5

0921 Tolleston Dunes Overlook Parking 0 0 40 0 160 0 0 0 160 0 40 1 1

\\usqts0vs01\Jobs\_Transportation\WXXZ7300_WFL_IDIQ 2021\WXXZ7362_24F00068N_IN_INDU Pave Pres\800_FHWA\68N\01-CADD\Sheets\_Tabs\[INDU Proj_Sum_Shts_11152024.xlsm]BASE Striping 1

NOTES:

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

2. Match existing pavement markings or as directed by the CO.

3. FIO = For Information Only.

4. Make crosswalk hatching run parallel to the wheel path, as directed by the CO.

5. Remove existing pavement markings prior to surface treatment according to Subsection 406.04.

TABULATION OF

PERMANENT PAVEMENT

MARKINGS

NPS PMIS No. 327124

SHEET

NUMBER

3/26/25 8:53 AM NPS Drwg No. 626-196204

PAVEMENT MARKING SUMMARY - BASE

BID ITEM NUMBER

H

T C H

E D

A R E A S

H A T C H

R E A S a n d

S T A L L L

IN

E S

PROJECT

FIO

F.1IN NP INDU PMS(1)

FIO

RAISED

PAVEMENT

MARKER,

PLOWABLE,

BI-

DIRECTIONAL

REFLECTIVE

13,284 4,380 2,468 5,280

Add cross-walk; Add access aisle hatch; Add (4) arrows

Add cross-walk

Add (3) arrows

Add blue access aisle hatch

PAVEMENT

MARKINGS,

SYMBOLS Remarks

Misc. Symbols: (4) "ONLY"; (2) chevron symbols Y E L L O

W

N

T E R L

IN

a d M

IS

C

M A R K

IN

G S

P A R K

G

A L L L

IN

E S

PAVEMENT

MARKINGS

PAVEMENT

MARKINGS

A B A A

C C E S S

IB

L

M

B O

L

S T O

P L

IN

E

31,460 4,85452,793

A R R O

W S

23 5455,274 11 058,073 111

Misc. Symbols: (1) railroad crossing symbol

Add (2) arrows, add stop line

Add stop line, add (2) arrows

Relocate ADA stall and eliminate another per CO direction

Parking Areas

Add (4) arrows

Misc. Symbols: add (1) "STOP AHEAD"; (2) railroad crossing symbols, add (2) stop lines

SHEET TOTAL

Misc. Symbols: (1) railroad crossing symbol

No pavement markings

Add stop line

R O

U T E N

U M

B E R

M

IS

C S

Y M

B O

T C H

E D

A R E A S

EACH

S T O

P L

E T T E R

IN

G

PAVEMENT

MARKINGS

2,4681,296

C R O

S S -W

A

K

R

IP

IN

G

ROUTE NAME

S O

L

ID

E D

E S a

M

IS

C

M A R K

IN

G

63401-

63401-

63405-

63406-0400

(TYPE D) (TYPE D) (TYPE D)

YELLOW WHITE WHITE WHITE BLUE YELLOW WHITE WHITE BLUE YELLOW WHITE (TYPE D)

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

0922 Tolleston Dunes Trailhead Parking 0 0 320 0 240 0 0 72 240 0 392 1 1

0923 West Beach Visitor Parking 0 2,290 13,574 1,710 1,430 0 8,688 0 1,430 0 26,262 10 2 12

West Beach Maintenance Building

Parking 0 0 100 0 0 0 0 0 0 0 100 0

0927AZ DLC (Good Fellow Camp) Parking A 0 50 220 0 120 0 0 0 120 0 270 1 1

0927CZ DLC (Good Fellow Camp) Parking C 0 0 0 0 120 0 0 0 120 0 0 1 1

0930 Tremont Comfort Area Parking 0 0 140 0 120 0 0 36 120 0 176 1 2 3

0936 Long Lake Trail Parking 0 0 180 0 288 0 0 48 288 0 228 1 1

0937Z Mt. Baldy Bus Parking 0 160 0 600 0 1,200 0 0 0 1,200 760 0

0938 Dunbar Parking Area 0 0 440 0 600 1,620 0 0 600 1,620 440 2 2

0943 Marquette Trail Parking 0 0 180 0 0 0 0 0 0 0 180 0

0944 West Beach Service Parking 0 0 88 0 120 0 0 0 120 0 88 1 1

0950 Porter Beach North Parking 0 0 520 0 360 0 0 36 360 0 556 4 3 7

0952 Calumet River Trail Parking 0 0 140 0 120 0 192 0 120 0 332 1 1

Portage Lakefront North Parking

Area 0 0 1,260 0 240 0 0 0 240 0 1,260 5 4 9

Portage Lakefront East Parking

Area 0 0 280 0 0 0 0 0 0 0 280 0

Portage Lakefront West Parking

Area 0 0 300 0 240 0 0 0 240 0 300 4 4

U.S. Highway 12 Dorm

Drive/Parking 0 0 60 0 140 0 0 0 140 0 60 1 1

0961 #106 Rm Annex Driveway 0 0 0 0 0 0 0 0 0 0 0 0

0962 US 20 Dorm Entrance Parking 0 0 0 0 0 0 0 0 0 0 0 0

South Porter Parking 0 0 800 0 300 0 0 0 300 0 800 3 3

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

\\usqts0vs01\Jobs\_Transportation\WXXZ7300_WFL_IDIQ 2021\WXXZ7362_24F00068N_IN_INDU Pave Pres\800_FHWA\68N\01-CADD\Sheets\_Tabs\[INDU Proj_Sum_Shts_11152024.xlsm]BASE Striping 2

TABULATION OF

PERMANENT PAVEMENT

MARKINGS

101 111

Misc. Text Symbols: (1) "NO PARKING"; (2)

"ELECTRIC VEHICLE ONLY"; (2) EV symbols

No pavement markings

No pavement markings

306,690 6,906 8,100 13,734 1,488 6,906 60,893 87,758 16 55

3/25/25 11:25 AM NPS PMIS No. 327124 NPS Drwg No. 626-196204

31,886

NOTES:

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

2. Match existing pavement markings or as directed by the CO.

3. FIO = For Information Only.

4. Make crosswalk hatching run parallel to the wheel path, as directed by the CO.

5. Remove existing pavement markings prior to surface treatment according to Subsection 406.04.

BASE TOTAL 52,793 33,960

Add (2) arrows

Add stop line

H A T C H

E D

A R E A S a

A L L L

IN

T C H

E D

A R E A

S PAVEMENT

MARKINGS

Add stop line

Add blue access aisle hatch; Add white hatch at end of parking stalls; add (2) arrows

PAVEMENT MARKING SUMMARY - BASE

EACH

PROJECT

SHEET

NUMBER

IN NP INDU PMS(1) F.2

BID ITEM NUMBER FIO FIO

RAISED

PAVEMENT

MARKER,

PLOWABLE, BI-

DIRECTIONAL

REFLECTIVE

Remarks

R O

U T E N

U M

B E R

C R O

S S -W

A

R

IP

IN

G

ROUTE NAME Y

E L L

N

T E R L d M

IS

C

M A R K

IN

G S

S O

L

ID

E D

E S a

C

M A R K

IN

G S

P A R K

A L L L

IN

E S

Add blue access aisle hatch

M

IS

C S

Y M

B O

L S

A B A A

C C E S S

IB

M

B O

L

A R R O

T C H

E D

A R E A S

S T O

P L

IN

E

PAVEMENT

MARKINGS

PAVEMENT

MARKINGS

PAVEMENT

MARKINGS,

SYMBOLS

SHEET TOTAL 0 2,500 18,602 2,310 4,438 2,820 8,880 192 4,438 2,820 32,484 5 35 7 47 0

63401-

63401-

63405-

(TYPE D) (TYPE D) (TYPE D)

YELLOW WHITE WHITE WHITE BLUE YELLOW WHITE WHITE BLUE YELLOW WHITE (TYPE D)

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

0222AZ

Dunewood Campground Access Road

Loop AZ 634 120 120 0 0 0 0 48 0 634 288 2 2

0222BZ

Dunewood Campground Access Road

Loop BZ 211 211 0 0 0 0 0 36 0 211 247 2 2

0222Z Dunewood Campground Access Road

Loop A 3,062 3,062 0 0 192 0 0 0 192 3,062 3,062 2 2

0223Z Dunewood Campground Access Road

Loop C 3,062 3,062 0 0 0 0 0 0 0 3,062 3,062 0

0237Z Dunewood Campground Access Road

Loop D (Douglas Loop) 240 0 0 0 0 0 0 36 0 240 36 1 1

0238Z Dunewood Campground Access Road

Loop B (Mather Loop) 0 0 0 0 0 0 0 0 0 0 0 2 2 4

0410 Dunewood Service Road 0 0 0 0 0 0 0 0 0 0 0 0

0900Z Dunewood Campground Access Parking 0 0 88 0 132 0 0 0 132 0 88 1 1

0903Z Dunewood Walk-In Parking 0 0 400 0 192 0 312 0 192 0 712 1 1

Great Marsh Trail ABA Parking 0 0 40 0 240 0 0 120 240 0 160 2 2

Great Marsh Trail 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 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

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

\\usqts0vs01\Jobs\_Transportation\WXXZ7300_WFL_IDIQ 2021\WXXZ7362_24F00068N_IN_INDU Pave Pres\800_FHWA\68N\01-CADD\Sheets\_Tabs\[INDU Proj_Sum_Shts_11152024.xlsm]OPT X Striping 1

Trails

Parking Areas

No pavement markings

NOTES:

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

2. Match existing pavement markings or as directed by the CO.

3. FIO = For Information Only.

4. Make crosswalk hatching run parallel to the wheel path, as directed by the CO.

5. Remove existing pavement markings prior to surface treatment according to Subsection 406.04.

TABULATION OF

PERMANENT PAVEMENT

MARKINGS

NPS PMIS No. 327124 NPS Drwg No. 626-1962043/18/25 3:14 PM

9 6 15240 756 7,209 7,655 00 312648 0 756OPTION X TOTAL 7,209 6,455

M

IS

C S

Y M

B O

L S

A B A A

C C E S S

IB

M

B O

L

A R R O

W S

No pavement markings

Add pavement marking to delineate sidewalk as directed by CO

Add (2) ADA symbols, add blue access aisle hatch

Add stop line, add (1) ADA symbol

Add (2) ADA symbols, add (2) arrows

H A T C H

E A S a

A L L L

IN

T C H

E D

A R E A S

EACH

PAVEMENT

MARKINGS,

SYMBOLS

PAVEMENT

MARKINGS

ROUTE NAME Y

E L L

N

T E R L d M

IS

C

M A R K

IN

G S

S O

L

ID

E D

E S a

C

M A R K

IN

G S

P A R K

A L L L

IN

E S

PAVEMENT MARKING SUMMARY - OPTION X

PROJECT

SHEET

NUMBER

IN NP INDU PMS(1) F.3

BID ITEM NUMBER FIO FIO

Remarks

R O

U T E N

U M

B

T C H

E D

A R E A S

S T O

P L

IN

E

PAVEMENT

MARKINGS

PAVEMENT

MARKINGS

C R O

S S -W

A

R

IP

IN

63401-

63401-

63405-

60915-1000

(TYPE D) (TYPE D) (TYPE D)

YELLOW WHITE WHITE WHITE BLUE YELLOW WHITE WHITE BLUE YELLOW WHITE (TYPE D)

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

0940 Pinhook Bog Parking 0 70 280 0 192 0 0 36 192 0 386 1 1 17

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 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

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 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

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

\\usqts0vs01\Jobs\_Transportation\WXXZ7300_WFL_IDIQ 2021\WXXZ7362_24F00068N_IN_INDU Pave Pres\800_FHWA\68N\01-CADD\Sheets\_Tabs\[INDU Proj_Sum_Shts_11152024.xlsm]OPT Y Striping

ROUTE NAME Y

E L L

N

T E R L d M

IS

C

M A R K

IN

G S

S O

L

ID

E D

E S a

C

M A R K

IN

G S

P A R K

A L L L

IN

E S

PAVEMENT MARKING SUMMARY - OPTION Y

PROJECT

SHEET

NUMBER

IN NP INDU PMS(1) F.4

BID ITEM NUMBER FIO FIO

Remarks

R O

U T E N

U M

B E R

A R R O

T C

H E D

A R E A S

S T O

P L

IN

E

PAVEMENT

MARKINGS

PAVEMENT

MARKINGS

PAVEMENT

MARKINGS,

SYMBOLS

WHEELSTOP,

CONCRETE

PAVEMENT

MARKINGS

M

IS

C S

Y M

B O

L S

A B A A

C C

E S S

IB

M

B O

L

OPTION Y TOTAL 0 70 280

C R O

S S -W

A

R

IP

IN

G

H A T C

H E D

A R E A S a

A L L L

IN

T C

H E D

A R E A S

EACH

Parking Areas

Add stop line. Remove existing wheelstops.

36 192192 0

NOTES:

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

2. Match existing pavement markings or as directed by the CO.

3. FIO = For Information Only.

4. Make crosswalk hatching run parallel to the wheel path, as directed by the CO.

5. Remove existing pavement markings prior to surface treatment according to Subsection 406.04.

TABULATION OF

PERMANENT PAVEMENT

MARKINGS

0 1 170 386 0 1

NPS PMIS No. 327124 NPS Drwg No. 626-196204

4/2/25 12:10 PM

63401-

63401-

63405-

(TYPE D) (TYPE D) (TYPE D)

YELLOW WHITE WHITE WHITE BLUE YELLOW WHITE WHITE BLUE YELLOW WHITE (TYPE D)

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

0404 West Beach Service Access Road 0 0 0 0 0 0 0 0 0 0 0 0

Porter Brickyard Trail 0 0 0 0 0 0 0 0 0 0 0 1 1

Portage Riverwalk Trail 0 0 0 0 0 0 0 0 0 0 0 0

Dunes Kankakee Trail 0 0 0 0 0 0 0 36 0 0 36 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 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 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 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 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

\\usqts0vs01\Jobs\_Transportation\WXXZ7300_WFL_IDIQ 2021\WXXZ7362_24F00068N_IN_INDU Pave Pres\800_FHWA\68N\01-CADD\Sheets\_Tabs\[INDU Proj_Sum_Shts_11152024.xlsm]OPT Z Striping

Trails

NOTES:

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

2. Match existing pavement markings or as directed by the CO.

3. FIO = For Information Only.

4. Make crosswalk hatching run parallel to the wheel path, as directed by the CO.

5. Remove existing pavement markings prior to surface treatment according to Subsection 406.04.

TABULATION OF

PERMANENT PAVEMENT

MARKINGS

NPS PMIS No. 327124 NPS Drwg No. 626-196204

0 0 1

3/26/25 8:09 AM

0OPTION Z TOTAL 0 0 0 0 36 0 0 36 10 0

M

IS

C S

Y M

B O

L S

A B A A

C C E S S

IB

M

B O

L

A R R O

W S

No pavement markings

Misc. Symbols: (1) "HWY XING"

No pavement markings

SHEET

NUMBER

IN NP INDU PMS(1) F.5

BID ITEM NUMBER FIO FIO

Remarks

R O

U T E N

U M

B

T C H

E D

A R E A S

S T O

P L

IN

E

PAVEMENT

MARKINGS

PAVEMENT

MARKINGS

C R O

S S -W

A

R

IP

IN

G

H A T C H

E A S a

A L L L

IN

T C H

E D

A R E A S

EACH

ROUTE NAME Y

E L L

N

T E R L d M

IS

C

M A R K

IN

G S

S O

L

ID

E D

E S a

C

M A R K

IN

G S

P A R K

A L L L

IN

E S

PAVEMENT MARKING SUMMARY - OPTION Z

PROJECT

PAVEMENT

MARKINGS,

SYMBOLS

PAVEMENT

MARKINGS

18"

22' - 26' 20' min.

8'

STRIPING

PARALLEL PARKING DETAIL A

9'

20'

STRIPING

DIAGONAL PARKING

white edge line

4" solid single

Existing curb or parking edge line

STRIPING

HEAD-ON PARKING

white edge line

4" solid single

Existing curb or parking edge line

18'

9'

5' 5' (min.)

18"

18"

9' (min.)

(min.)

9'

9' (min.)

line border single blue

4" solid line border single blue

4" solid stop

Wheel parking edge line

Existing curb or parking edge line

Existing curb or

(min.)

18'

20' (min.)

20' (min.)

12"

28" Detail A pavement

Edge of

18"

Varies

V a r ie s

NO SCALE

IN PARKING AREAS

PAVEMENT MARKINGS

[2] parking stalls van accessible

11' (min.) for or

9' (min.)

[2]

[4]

[4] edge line.

4" solid white

[4]

ACCESS AISLE)

(NON ADA/ABA

NO PARKING HATCH

stop

Wheel parking stalls van accessible

11' (min.) for

WITH HATCHED ACCESS AISLE

HEAD-ON PARKING

CAR AND VAN ACCESSIBLE SPACE

Wheel stop [2]

WITH HATCHED ACCESS AISLE

DIAGONAL PARKING

CAR AND VAN ACCESSIBLE SPACE

20' min.

5'

CAR PARKING STRIPING

PARALLEL ACCESSIBLE

4" edge line single blue

4" solid diagonal line single blue

4" solid diagonal line single blue

4" solid edge line single blue

4" solid

RESERVED

PARKING

REQUIRED

PARKING PERMIT

STATE DISABLED

VAN

ACCESSIBLE

12"x18"

R7-8

12"x6"

R7-8A

[1]measured to the bottom of the sign.

above the ground surface, 5' minimum vertical clearance

Signs must be mounted with a

[3]Sign Post

RESERVED

PARKING

REQUIRED

PARKING PERMIT

STATE DISABLED

VAN

ACCESSIBLE

12"x18"

R7-8

12"x6"

R7-8A

[3]Sign Post

RESERVED

PARKING

REQUIRED

PARKING PERMIT

STATE DISABLED

VAN

ACCESSIBLE

12"x18"

R7-8

12"x6"

R7-8A

[3]Sign Post

RESERVED

PARKING

REQUIRED

PARKING PERMIT

STATE DISABLED

VAN

ACCESSIBLE

12"x18"

R7-8

12"x6"

R7-8A

[3]Sign Post

Uniform Traffic Control Devices (MUTCD) latest edition.

2. Provide letters, numerals, and symbols that 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.

FOOTNOTE:

[1] Provide signs matching parking details when specified in the Quantity Tabulation.

Mount signs with a 5'-0" minumum vertical clearance above the ground surface measured to the bottom of the sign.

[2] Wheel stop if required to prevent encroachment of vehicles over the required width of walkway.

[3] Install 4"X4" wood posts conforming to 718.04(a) when specified in the Quantity Tabulations.

[4] Use only 4" Type B solid white edge lines unless specified as yellow in the Quantity Tabulations or otherwise noted.

dimensions and spacings.

See No Parking Hatch detail on this sheet for striping[5]

[5]

(min.)

8' (min.)

parking stalls for van accessible

11' (min.)

1. Provide striping in accordance with the Manual on

4. Use blue edge lines on concrete surfaces for Accessible spaces.

5. Dimensions are to center-line of stripe.

F.6

36"x36" (min.) (typ.)

on blue background

White symbol and border

PROJECT

NUMBER

SHEET

p a v e m e n t m a r k in g s i n p a r k in g a r e a s .d g n

M a r

A

M

IN NP INDU PMS(1)

SYMBOLS AND WORDS

PAVEMENT MARKINGS

I 1

"2

4" TypicalWORD MARKING

"NO PARKING"

6.75'

13.5" 6" 45"

I 1

"2

WORD MARKING

"RV PARKING"

13.5" 6" 45"

1'

(W

HI

TE

M

ARKI

NGS)

9.5'

10'

CHEVRON SYMBOL

SPEED BUMP

of Lane Center

WORD MARKING

"VAN"

29.1"

20.5" 6" 27"

"2

WORD MARKING

"BUS ONLY"

NOTE:

SQFTTYPE

PAVEMENT MARKING AREAS

F.7 purposes only.

A 12' lane width was assumed for estimating

Extend stop line across the width of the lane.[1]

FOOTNOTE:

symbols and words, or as directed by the CO.

3. Match existing pavement marking configurations, current edition.

conform with the "Standard Highway Signs",

2. Provide letters, numerals, and symbols that

Devices (MUTCD) latest edition.

the Manual on Uniform Traffic Control

1. Provide striping in accordance with

[1]STOP LINE

"STOP" WORD MARKING

STOP LINE INCLUDING

RV PARKING Word Marking

VAN Word Marking

Chevron Symbol

Stop Line Including STOP Word Marking

NO PARKING Word Marking

BUS ONLY Word Marking

NO SCALE

PROJECT

NUMBER

SHEET

p a v e m e n t m a r k in g s s y m b o ls a n d w o r d s .d g n

M a r

A

M

IN NP INDU PMS(1)

NO SCALE

shown in the Striping Plans

Blue background when border in the Striping Plans

White border when shown

NOTE:

LANE-USE ARROW

THROUGH

TURN LANE-USE ARROW

LANE-USE ARROW

TURN AND THROUGH

TRIANGLE SYMBOL

YIELD AHEAD

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

"AHEAD" WORD MARKING "SCHOOL" WORD MARKING

PARKING SPACE MARKING

ACCESSIBILITY

PAVEMENT MARKING AREAS

YIELD Word Marking

STOP Word Marking

SCHOOL Word Marking

ONLY Word Marking

AHEAD Word Marking

Accessibility Marking w/ border (Blue)

Accessibility Marking w/ border (White)

Accessibility Marking (symbol only)

Turn and Through Lane-Use Arrow

Turn Lane-Use Arrow

Through Lane-Use Arrow

TYPE

Striping Plans.

accessibility symbol unless a border is shown in the

The Accessibility Parking Space marking only includes the to size all letters, numerals and symbols.

Use the current edition of the "Standard Highway Signs"

(MUTCD), current edition.

with the ''Manual on Uniform Traffic Control Devices''

Place pavement word and symbol markings in accordance

3.

2.

1.

SQFT

14"12"14"

.5

.5

30" 30" 12"

"8

30" 30" 12"

"8

33"

27"

27"

33"

14"

6'

R

R

R

R

.7

.7

(V

M

P H

(V

M

P H

(V

M

P H

(V

M

P H

8"

4" typical

6.75' 7' 6'

4" minimum ty p ty p

4" minimum 4" typical

8' 9.75'

45"

24" minimum

3"R

3"R m in im u m

3"R

6" R

9" R

3" minimum

Yield Ahead Triangle (V≥45 MPH)

Yield Ahead Triangle (V≤40 MPH)

SYMBOLS AND WORDS

PAVEMENT MARKINGS

634-1W

FP-24, FP-14

9/2024

WFLHD DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

APPROVED FOR USE

D e t

W u s q ts v s J o b s

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

W X

X Z

W F L I D I Q

W X

X Z F

N I N

I N

D U P a v e P r e s F

H W

A

N C

A D

D S h e e ts F

W .d g n

M a r c h

PROJECT

NUMBER

SHEET

IN NP INDU PMS(1) F.8

4" broken yellow centerline

NO SCALE

NOTE:

required by the maintaining agency.

pavement markings when shown on the plans or when

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

throughout the curve widening area. See staking the roadway.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated .