01_IN NP INDU PMS(1)_Plans_Pre-Final_PRESOLICITATION.pdf
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- Solicitation number
- 69056725R000016
About this file
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 .