SD NPS PP BADL 2020(1)_PLANS_FINAL_signed.pdf

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

Resurfacing

Projects, FP-14 of Roads and Bridges on Federal Highway

Standard Specifications for Construction

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

APPROVED:

A.1

DATE:

DATE:

Western Federal Lands Highway Division

Chief of Engineering

BADLANDS NATIONAL PARK (BADL)

NATIONAL PARK SERVICE

U.S. DEPARTMENT OF THE INTERIOR

BADLANDS

PAVEMENT PRESERVATION

Badlands National Park Superintendent, SOUTH DAKOTA

JACKSON, OGLALA LAKOTA AND PENNINGTON COUNTIES

SOUTH DAKOTA KEY MAP

NORTH DAKOTA

IOWA

NEBRASKA

WYOMING

MONTANA

MINNESOTA

Aberdeen

Watertown

Sioux Falls

PIERRE

RAPID CITY

Mitchell

Hot Springs

INTERSTATE

INTERSTATE

Project Location

LENGTH 33.18 MILES & PARKING AREAS

SOUTH DAKOTA

MONTANA

WYOMING

NEBRASKA

PMIS Pkg No.: 318524, 246655, 318113, 246712B, 246415, 246740

Mike Pflaum by letter

318113, 246712B, 246415, 246740

PMIS PKG. NO 318524, 246655,

SD NPS PP BADL 2020(1)

STATE PROJECT

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08/19/2021

Sheet and Description

SECTION D SECTION E SECTION F

PLANS

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

A2000 15101-0000 MOBILIZATION LPSM ALL

A2020 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A2040 15401-0000 CONTRACTOR TESTING LPSM ALL

A2060 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A2080 20302-0300 REMOVAL OF CURB AND GUTTER, CONCRETE LNFT 400 400

A2100 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 212.1 7.9 220.0

A2120 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 3,809.8 190.2 4,000.0

A2140 40601-0000 FOG SEAL TON 304.3 15.7 320.0

A2160 40702-0300 CHIP SEAL, TYPE 1C SQYD 472,444 25,056 497,500

A2200 40711-0000 EMULSIFIED ASPHALT TON 846.5 28.5 875.0

A2220 40712-0000 BLOTTER TON 40 As directed by CO

A2240 40901-2000 MICRO SURFACING, TYPE 2 SQYD 81,575 4,025 85,600

A2260 41201-0000 TACK COAT TON 15.0 1.0 16.0

A2280 41301-0000 ASPHALT PAVEMENT MILLING SQYD 30,397 1,603 32,000

A2300 41402-2000 CRACKS, CLEANING AND SEALING Parking area crack sealing converted to units of

MILE 2.36 0.14 2.50 miles (22' width)

A2320 41801-1000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1 SQYD 1,669 81 1,750 As directed by CO

A2340 41801-2000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2 SQYD 1,924 76 2,000 As directed by CO

A2360 50201-0000 CONCRETE PAVEMENT RESTORATION, PAVEMENT PATCH SQYD 50 50 As directed by CO

A2380 50202-0000 SEALING JOINTS AND CRACKS LNFT 450 450 As directed by CO

A2400 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 40

A2420 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

18-INCH WIDTH HOUR 40

A2440 62201-2360 VACUUM SWEEPER HOUR 40

A2460 62301-0000 GENERAL LABOR HOUR 80

A2480 63401-0000 PAVEMENT MARKINGS (TYPE B) LNFT 1,393,352 69,648 1,463,000

A2500 63405-0050 PAVEMENT MARKINGS, SYMBOLS EACH 75 5 80

A2520 63407-0000 RECESSED PAVEMENT MARKER EACH 60 5 65

A2540 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE EACH 220 220

A2560 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN EACH 2 2

A2580 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS LNFT 159,773 7,977 167,750

A2600 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 181 69 250

A2620 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 3,600 3,600

A2640 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 700 700

A2660 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR DAY 60 60

MileStone: Final Date Completed: 08/18/21 Report Date: 08/18/21

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES

-A u g -2

:2

A

M

Remarks and/or Determination of Estimated QuantityPay Item Description Unit

Estimated Quantities

J:

T ra n sp o rt at io n \W

X W

FL

P P S D

B A D

L\

FH

W A \2

F0

\E n g in ee r

E st im at es \S

O Q s\ [s u m m ar y_ xl sm

]S h ee t

STATE PROJECT

B.1NPS PP BADL 2020(1)SD

SHEET

NUMBER

NPS PMIS No.: 318524, 246655, 318113, 246712B, 246415, 246740

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TYPICAL SECTIONS

NOTE:

C.1

NO SCALE

Construction Limits Construction Limits

Grade Varies Grade Varies

Slope

Variable

Var ies

Varies

MICRO SURFACING

TYPICAL SECTION

Existing asphalt surface

For Roadway Width or Parking Lot Dimensions

See Surfacing Tabulation Sheets

Slope

Variable

Construction Limits onstruction LimitsC

Var ies

Varies

CHIP SEAL

TYPICAL SECTION

Grade varies Grade varies Fog Seal

Existing asphalt surface

Grade CRS - 2P

Emulsified Asphalt

For Roadway Width or Parking Lot Dimensions

See Surfacing Tabulation Sheets

Chip seal, Type 1C

CL

CL

Existing pavement section for chip seal.

adjacent asphalt curb and paved ditch where present,

5. Fog seal pavement edge to pavement edge, including micro-surfacing or chip sealing. See section D for locations.

4. Patch surface and seal/fill cracks prior to

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

operations.

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

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

1. Refer to Surfacing Tabulation Sheet D.1-D.3 for

Type 2, Micro Surfacing

NPS PMIS NO.: 318524

STATE PROJECT

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C.2

NO SCALE

Slope

Variable

Construction Limits onstruction LimitsC

Var ies

Varies

Grade varies Grade varies

EXISTING

Variable

Construction Limits onstruction LimitsC

Var ies

Varies

Grade varies Grade varies

Tack Coat asphalt surface

Existing

For Roadway Width

See Summary Tabulation Sheets asphalt surface

Milled

For Roadway Width

See Summary Tabulation Sheets

1:4 asphalt surface

Existing

Existing asphalt surface

Tack Coat

Tack Coat

Shoulder up with drainage and appearance.

compact as necessary for pavement. Shape and after placement of asphalt

(varies) 0' - 20'

Taper mill

[1]

[1]

Tack Coat

[1]

Roadway Aggregate, Method 2 drainage and appearance.

pavement. Shape and compact as necessary for

Shoulder up with existing material after placement of asphalt

Construct 30° pavement edge (safety edge)

1:4

(safety edge) pavement edge

Construct 30°

2" Asphalt Concrete Pavement, Type 1

2" Asphalt Concrete Pavement, Type 1

CL

CL

maintain slopes of less than 2%.

as directed by the CO. Increase width at ABA areas to

Taper mill a minimum 6' width at curbs, gutters and sidewalks

FOOTNOTE:

See section D for locations.

4. Patch surface and seal/fill cracks prior to Overlay.

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

valve covers and manholes as needed to match grade.

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

2. Protect project timber curbs, asphalt curbs, stone curbs, concrete extent of asphalt surface treatment.

1. Refer to Surfacing Tabulation Sheet D.1-D.3 for width and

NPS PMIS NO.: 318524, 246655, 318113, 246712B, 246415

Depth

Milling, 0" to 2"

Asphalt Pavement

2" Asphalt Pavement Milling

2" Asphalt Concrete Pavement, Type 1

ROUTE 0901

ROUTE 0010BZ

ROUTE 0010AZ (MP 3.38 to 4.60)

ROUTE 0010AZ (MP 0 to 0.46)

(MILL AND OVERLAY - 2" DEPTH)

ASPHALT CONCRETE PAVEMENT

TYPICAL SECTION

ROUTE 0203AZ (MP 0 to 0.20)

(OVERLAY - 2" DEPTH)

ASPHALT CONCRETE PAVEMENT

TYPICAL SECTION

STATE PROJECT

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C.3

NO SCALE

Variable

Construction Limits onstruction LimitsC

Var ies

Varies

Grade varies Grade varies

EXISTING

asphalt surface

Milled

For Roadway Width

See Summary Tabulation Sheets asphalt surface

Existing

Existing asphalt surface

Tack Coat

Tack Coat

Shoulder up with drainage and appearance.

compact as necessary for pavement. Shape and after placement of asphalt

(varies) 0' - 20'

Taper mill

[1]

[1]

Tack Coat

[1]

Roadway Aggregate, Method 2

[2]

1:4

[2]

(safety edge) pavement edge

Construct 30°

[2]

Also apply Tack Coat between lifts for 4" overlay.

maintain slopes of less than 2%.

as directed by the CO. Increase width at ABA areas to

Taper mill a minimum 6' width at curbs, gutters and sidewalks

FOOTNOTE:

See section D for locations.

4. Patch surface and seal/fill cracks prior to Overlay.

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

valve covers and manholes as needed to match grade.

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

2. Protect project timber curbs, asphalt curbs, stone curbs, concrete extent of asphalt surface treatment.

1. Refer to Surfacing Tabulation Sheet D.1-D.3 for width and

CL

Placed in 2 lifts

4" Asphalt Concrete Pavement, Type 1 Depth

Milling, 0" to 4"

Asphalt Pavement

NPS PMIS NO.: 246740

Placed in 2 lifts

4" Asphalt Concrete Pavement, Type 1

ROUTE 0910

(OVERLAY - 4" DEPTH)

ASPHALT CONCRETE PAVEMENT

TYPICAL SECTION

STATE PROJECT

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Greater than 1"

CRACK SEALING AND FILLING

CRACK SEALING AND FILLING

ASPHALT PAVEMENT

C.4 existing surface.

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

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

other methods approved by the CO.

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

Follow manufacturer's recommendations for sealing and filling

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

NOTE:

with existing surface

Strike off material to flush flush with the existing surface

Ensure all remaining overband is

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

Seal crack with hot applied

CRACK SEALING CRACK FILLING

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

Fill crack with pre-formulated mastic material flush

NPS PMIS NO.: 318524, 246655, 318113, 246712B, 246415, 246740

STATE PROJECT

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

NUMBER

SHEET

NPS PP BADL 2020(1)SD

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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 around the perimeter of the patch Tack coat according to Section 412

Fog seal

FOOTNOTE:

4" Asphalt concrete, Type II

C.5

PATCH TYPE 1 & 2 DETAILS

ASPHALT CONCRETE PAVEMENT

NO SCALE

[2] conditions encountered at time of construction.

1. Extent of patch to be determined by the CO based on to Subsection 412.04.

2. Clean existing surface prior to applying tack coat according

403.09.

3. Compact asphalt concrete, type II according to Subsection item. See Section 418.

5. All items shown within the pay limits are included in the pay

[1][1] material, according to Subsection 703.06.

Asphalt millings can be used as acceptable crushed aggregate stabilization geogrid layer according to Section 207.

of crushed aggregate and existing base course. Install For Type 1 patch, place stabilization geogrid between bottom

418.03(b) according to Subsection

Remove pavement

V a r ie s

V a r ie s

Pay Limits

Fog seal

4" Asphalt concrete, Type II Stabilization geogrid [1] around the perimeter of the patch

Tack coat according to Section 412 to Subsection 418.04(b)

Remove pavement according

Pay Limits

6" crushed aggregate [2]

4. Fog seal surface according to Subsection 406.06.

NPS PMIS NO.: 318524, 246655, 318113, 246712B, 246415, 246740

STATE PROJECT

A

M J

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

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X

W F L P P S

D B

A D

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H W

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A D

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

NUMBER

SHEET

NPS PP BADL 2020(1)SD

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For Selection Only

ESSF IO OR NP A LD EE NR

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GE

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20302-

30202-

40301-

40601-

40702-0300 40711-

40901-

41201-

41301-0000 41402-

41801-

41801-

50201-0000 50202-

FT FT

LNFT TON TON TON SQYD TON SQYD TON SQYD MILE SQYD SQYD SQYD LNFT

0010AZ Badlands Loop (Road 240) 43372 0.00 0.46 2,429 25.2 49.2 740.7 2.9 6,801 217 0010AZ Badlands Loop (Road 240) 43372 0.46 3.38 15,418 25.2 27.8 43,170 77.3 9 0010AZ Badlands Loop (Road 240) 43372 3.38 4.60 6,442 25.2 131.2 1,964.3 7.7 18,038 100 0010AZ Badlands Loop (Road 240) 43372 4.60 27.92 123,130 25.2 222.0 344,764 617.7 901 150

0010AZ

(5) Approaches, (33) Pullouts

43372 9.7 15,049 27.0

0010BZ

North East Entrance Turnaround

43372 0.00 0.06 317 30.0 6.5 115.1 0.5 1,057

Interior Entrance Road (Highway 377)

43370 0.00 0.69 3,643 28.3 7.4 11,455 20.5 33

0203AAZ

Cedar Pass Campground Road AA

27756 0.00 0.13 686 28.2 1.4 2,149 3.9 31

0203AAZ (16) Pullouts 27756 1.0 1,600 2.9

0203AZ

Cedar Pass Campground Road Loop A

27756 0.00 0.20 1,056 22.0 21.5 281.1 1.1 272

0203AZ

Cedar Pass Campground Road Loop A

27756 0.20 0.54 1,795 20.9 2.7 4,168 7.5

0203AZ (43) Pullouts 27756 2.8 4,300 7.7

0203BAZ

Cedar Pass Campground Road BA

27756 0.00 0.07 370 13.9 0.4 571 1.0 4

0203BAZ (3) Pullouts 27756 0.2 300 0.5

0203BZ

Cedar Pass Campground Road Loop B

27756 0.00 0.33 1,742 15.6 1.9 3,019 5.4 102

0203BZ (23) Pullouts 27756 1.5 2,300 4.1 0204 Conata Road 43352 0.00 1.65 8,712 24.1 15.0 23,329 41.8 213 0204 (1) Pullout 43352 0.3 444 0.8 0.03 0208 Conata Picnic Area Road 61759 0.00 0.21 1,109 21.7 2,674 53 0208 (6) Pullouts 61759 1,311 0.10

0214Z Cedar Pass Campground Group Loop Road

27756 0.00 0.30 1,584 19.6 2.2 3,450 6.2 61

0214Z (4) Pullouts 27756 0.3 400 0.7 0400 Ben Reifel Road 53282 0.00 0.88 4,646 23.2 7.7 11,976 21.5 0.88 164 0401 Ben Reifel Place 43353 0.00 0.30 1,584 20.3 3,573 0.30 264 0401 (6) Driveways 43353 1,144 0.09

Pinnacles District Office Service Road

53284 0.00 0.10 528 22.1 1,519

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)

139.0 = Aggregate (lbs/cuft) 233.0 = Tack Coat (Gal./ton)

J:\_Transportation\W3X71269_WFL_PP_SD BADL\700FHWA\21F000030\Roadway\CADD_Sheets\_Tabs\[BADL_Proj_Sum_Shts_95%.xlsm]Road 1

135,440

14,400

38,700

2,700

20,700

3,600

4,000

3,101.2

Double micro by cattleguard

11,800

10,300

NOTE: Protect curb & gutter, guardrails, concrete, curbs, inlets, cattle guards, snow pole holes, buildings, concrete pads, concrete bollards, concrete hookups, sidewalks, wood curbs, manhole covers, wheel stops, concrete swales, grates, basketball hoop, etc.

01,2141.40 1,360

Material Application Rates and Weights Used for Estimating Purposes

472,444SHEET TOTAL 10,221 12.2846.5 25,896304.3

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

318524, 246655, 318113, 246712B, 246415, 246740 8/17/21 2:31 PM

TABULATION OF

SURFACING

QUANTITIES

NPS PMIS No.

SEALING

JOINTS

AND

CRACKS

FMSS No.

SURFACING TABULATION SHEET

ROUTE NAME

MILES

ASPHALT

CONCRETE

PAVEMENT

PATCH,

TYPE 2

FOG SEAL

CHIP SEAL,

TYPE 1C

ASPHALT

CONCRETE

PAVEMENT

PATCH,

TYPE 1

R O

U T E N

U M

B E R

2-inch mill and overlay

Includes all pullouts & approaches along route

2-inch overlay. Patch quantity is for the entire route

BID ITEM NUMBER

ASPHALT

CONCRETE

PAVEMENT,

TYPE 1

TACK

COAT

MILE TO MILE

CRACKS,

CLEANING

AND

SEALING

SQFT

ASPHALT

PAVEMENT

MILLING

MICRO

SURFACING

, TYPE 2

CONCRETE

PAVEMENT

RESTORATION

, PAVEMENT

PATCH

ROADWAY

AGGREGATE

, METHOD 2

REMOVAL

OF CURB

AND

GUTTER,

CONCRETE

LE

N

G T H

W

ID

T H

EMULSIFIED

ASPHALT

SHEET

NUMBER

STATE PROJECT

D.1SD NPS PP BADL 2020(1)

Remarks

2-inch mill and overlay

2-inch mill and overlay

0.0 208.4 0

ESSF IO OR NP A LD EE NR

GE

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30202-

40301-

40601-

40702-0300 40711-

40901-

41201-

41301-

41402-

41801-

41801-

50201-0000 50202-

FT FT

LNFT TON TON TON SQYD TON SQYD TON SQYD MILE SQYD SQYD SQYD LNFT

0901 Big Badlands Overlook Parking 53286 400 490.2 1.9 4,501 222

0902 Door and Window Trail Parking 28222 12,846

0903 Cliff Shelf Nature Trail Parking 43342 939 0.07 7

Ben Reifel Visitor Center Parking

53288 2,426

0905AZ RV Parking 53292 50 450 0905BZ Rear Visitor Center Parking 53292 5,871

0906 Maintenance Area Parking 53293 3,520 53

0908 Cedar Pass Lodge Parking 53295 4,982 4 0909 Amphitheater Parking 53296 2,214 0910 Saddle Pass Parking 92858 3.7 218.4 0.9 222 0912 Fossil Trail Parking 43187 6,530

White River Valley Overlook Parking

53297 2,546

Panorama Point Overlook Parking

53299 2,837

0916 Prairie Wind Overlook Parking 53300 2,126 0.16

0917 Burns Basin Overlook Parking 53301 2,941 0918 Homestead Overlook Parking 53302 2,384

0919 Conata Basin Overlook Parking 53303 2,533 10

Yellow Mounds Overlook Parking

53304 1,431 0.11

Ancient Hunters Overlook Parking

53305 1,095 0.08

0922 Pinnacles Overlook Parking 43338 3,691 11

White River Visitor Center Parking

92863 3,665 0.28 171

North Entrance Support Building Parking

92865 443

0931 Volunteer RV Parking 97369 2,302 91

Cedar Pass Fire Cache Complex Parking

115273 2,062 0.16

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)

139.0 = Aggregate (lbs/cuft) 233.0 = Tack Coat (Gal./ton)

J:\_Transportation\W3X71269_WFL_PP_SD BADL\700FHWA\21F000030\Roadway\CADD_Sheets\_Tabs\[BADL_Proj_Sum_Shts_95%.xlsm]Road 2

PROJECT

SHEET

NUMBER

SD NPS PP BADL 2020(1) D.2

SURFACING TABULATION SHEET

STATE

BID ITEM NUMBER

Remarks

R O

U T E N

U M

B E R

ROUTE NAME FMSS No.

MILE TO MILE

LE

N

G T H

W

ID

T

H ASPHALT

CONCRETE

PAVEMENT,

TYPE 1

CRACKS,

CLEANING

AND

SEALING

ASPHALT

CONCRETE

PAVEMENT

PATCH,

TYPE 1

FOG

SEAL

CHIP SEAL,

TYPE 1C

EMULSIFIED

ASPHALT

MICRO

SURFACING

, TYPE 2

ROADWAY

AGGREGATE

, METHOD 2

REMOVAL

OF CURB

AND

GUTTER,

CONCRETE

MILES SQFT

ASPHALT

CONCRETE

PAVEMENT

PATCH,

TYPE 2

CONCRETE

PAVEMENT

RESTORATION

, PAVEMENT

PATCH

SEALING

JOINTS

AND

CRACKS

TACK

COAT

ASPHALT

PAVEMENT

MILLING

Parking Areas

22,799

9,856

25,532

26,473

58,774

40,509 2-inch mill and overlay. Patching quantity included to pave islands after curb and gutter removal

115,614

8,453 Limit of treatment (1/2 lot)

21,836

2,924

3,986

31,683 Match RIP route extents. Do not treat area adjacent to Route 0400.

44,836 Do not treat area behind lodge 19,926

52,837

9,023 4-inch overlay

SHEET TOTAL 708.6 0.0 0.0 0.0 69,384

22,915

19,132

21,453

12,877

33,216

32,988

20,718

18,554

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.

336 50 4502.8 4,501 0.86 455

8/17/21 2:31 PM

NOTE: Protect curb & gutter, guardrails, concrete, curbs, inlets, cattle guards, snow pole holes, buildings, concrete pads, concrete bollards, concrete hookups, sidewalks, wood curbs, manhole covers, wheel stops, concrete swales, grates, basketball hoop, etc.

NPS PMIS No.

3.7400

318524, 246655, 318113, 246712B, 246415, 246740

ESSF IO OR NP A LD EE NR

GE

T INSI E

G E

E R

R

14868

JOHANNAH L.

TRUJILLO

R .E OG N .

D AH KT OU

TO

30202-

40301-0100 40601-

40702-0300 40711-

40901-

41201-

41301-0000 41402-

41801-

41801-

50201-0000 50202-

FT FT

LNFT TON TON TON SQYD TON SQYD TON SQYD MILE SQYD SQYD SQYD LNFT

0934AZ

Ben Reifel Residence Area Parking A

248674 526 88

0934BZ

Ben Reifel Residence Area Parking B

248674 164 0.01 4

0934CZ

Ben Reifel Residence Area Parking C

248674 314 0.02 13

0935Z Ben Reifel Administrative Parking

248674 854 0.07 119

Interior Entrance Station Parking Lot

115627 112 4

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)

139.0 = Aggregate (lbs/cuft) 233.0 = Tack Coat (Gal./ton)

J:\_Transportation\W3X71269_WFL_PP_SD BADL\700FHWA\21F000030\Roadway\CADD_Sheets\_Tabs\[BADL_Proj_Sum_Shts_95%.xlsm]Road 3

PROJECT

SHEET

NUMBER

SD NPS PP BADL 2020(1) D.3

SURFACING TABULATION SHEET

STATE

BID ITEM NUMBER

Remarks

R O

U T E N

U M

B E R

ROUTE NAME FMSS No.

MILE TO MILE

LE

N

G T H

W

ID

T

H ASPHALT

CONCRETE

PAVEMENT,

TYPE 1

CRACKS,

CLEANING

AND

SEALING

ASPHALT

CONCRETE

PAVEMENT

PATCH,

TYPE 1

FOG SEAL

CHIP SEAL,

TYPE 1C

EMULSIFIED

ASPHALT

MICRO

SURFACING

, TYPE 2

MILES SQFT

Parking Areas

ASPHALT

CONCRETE

PAVEMENT

PATCH,

TYPE 2

CONCRETE

PAVEMENT

RESTORATION

, PAVEMENT

PATCH

SEALING

JOINTS

AND

CRACKS

TACK

COAT

ASPHALT

PAVEMENT

MILLING

REMOVAL

OF CURB

AND

GUTTER,

CONCRETE

ROADWAY

AGGREGATE

, METHOD 2

1,480

2,822

7,684

1,012

0.0 0.0SHEET TOTAL 0.0 0.0 00.0 0.0

1,669 1,924 50 450400 212.1

0.10 0 228 0 0

846.5 81,575 15.0 30,397

0.0 1,970

318524, 246655, 318113, 246712B, 246415, 246740 8/17/21 2:31 PM

NOTE: Protect curb & gutter, guardrails, concrete, curbs, inlets, cattle guards, snow pole holes, buildings, concrete pads, concrete bollards, concrete hookups, sidewalks, wood curbs, manhole covers, wheel stops, concrete swales, grates, basketball hoop, etc.

4,737

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.

NPS PMIS No.

PROJECT TOTAL 3,809.8 304.3 472,444 2.36

ESSF IO OR NP A LD EE NR

GE

T INSI E

G E

E R

R

14868

JOHANNAH L.

TRUJILLO

R .E OG N .

D AH KT OU

TO

AREA

MAP 1

AREA

MAP 3

AREA MAP 2

AREA

MAP 7

AREA

MAP 4AREA

MAP 5

AREA

MAP 6

7/

/20

NPS PMIS NO.: 318524, 246655, 318113, 246712B, 246415, 246740

STATE

NPS PP BADL 2020(1)

SHEET

NUMBER

SD

PROJECT

D.4

Service Layer Credits: Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS User Community

J:\ _T ran sp ort ati on \W

3X

9_

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FL

_P P_

SD

B

AD

L\7

FH

WA

\21

F0

0\R oa dw ay \C

AD

D_

Sh ee ts\ D\

BA

DL

_K

EY

_M

AP

.m xd

NOTE:

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

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

LEGEND:

No Work Unless Noted Otherwise

0 8 16 Miles

KEY MAP

Asphalt Concrete Pavement (Overlay)

Asphalt Concrete Pavement (Mill and Overlay)

Micro Surfacing Type 2

Chip Seal

National Park Service Boundary

Concrete Joint Sealing Concrete Repair

ESSF IO OR NP A LD EE NR

GE

T INSI E

G E

E R

R

14868

JOHANNAH L.

TRUJILLO

R .E OG N .

D AH KT OU

TO

ROUTE 0901

BIG BADLANDS

OVERLOOK PARKING

ROUTE 0930

NORTH ENTRANCE

SUPPORT

BUILDING PARKING

ROUTE 0902

DOOR AND WINDOW

TRAIL PARKING

ROUTE 0010BZ

NORTH EAST ENTRANCE

TURNAROUND

ROUTE 0010AZ

BADLANDS LOOP

(ROAD 240)

MP 1

MP 2

MP 3

7/

/20

NPS PMIS NO.: 318524, 246655, 318113, 246712B, 246415, 246740

STATE

NPS PP BADL 2020(1)

SHEET

NUMBER

SD

PROJECT

D.5

Service Layer Credits: Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS User Community

J:\ _T ran sp ort ati on \W

3X

9_

W

FL

_P P_

SD

B

AD

L\7

FH

WA

\21

F0

0\R oa dw ay \C

AD

D_

Sh ee ts\ D\

BA

DL

_A

RE

A M

AP

S.m xd

NOTE:

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

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

LEGEND:

0 2,000 4,000 Feet

AREA MAP 1

No Work Unless Noted Otherwise

Asphalt Concrete Pavement (Overlay)

Asphalt Concrete Pavement (Mill and Overlay)

Micro Surfacing Type 2

Chip Seal

National Park Service Boundary

Concrete Joint Sealing Concrete Repair

ESSF IO OR NP A LD EE NR

GE

T INSI E

G E

E R

R

14868

JOHANNAH L.

TRUJILLO

R .E OG N .

D AH KT OU

TO

ROUTE 0203AZ

CEDAR PASS CAMPGROUND

ROAD LOOP A

Staging area

ROUTE 0903

CLIFF SHELF NATURE

TRAIL PARKING

ROUTE 0904

BEN REIFEL VISITOR

CENTER PARKING

ROUTE 0906

MAINTENANCE

AREA PARKING

ROUTE 0908

CEDAR PASS

LODGE

PARKINGROUTE 0909

AMPHITHEATER

PARKING

ROUTE 0934AZ

BEN REIFEL RESIDENCE

AREA PARKING A

ROUTE 0905AZ

RV PARKING

ROUTE 0936

INTERIOR ENTRANCE

STATION PARKING LOT

ROUTE 0933

CEDAR PASS FIRE CACHE

COMPLEX PARKING

ROUTE 0934CZ

BEN REIFEL RESIDENCE

AREA PARKING C

ROUTE 0934BZ

BEN REIFEL RESIDENCE

AREA PARKING B

ROUTE 0935Z

BEN REIFEL ADMINISTRATIVE

PARKING

ROUTE 0905BZ

REAR VISITOR

CENTER PARKING

ROUTE 0931

VOLUNTEER

RV PARKING

ROUTE 0203BAZ

CEDAR PASS CAMPGROUND

ROAD BA

ROUTE 0203AAZ

CEDAR PASS

CAMPGROUND

ROAD AA

ROUTE 0401

BEN REIFEL PLACE

ROUTE 0214Z

CEDAR PASS

CAMPGROUND

GROUP LOOP ROAD

ROUTE 0203BZ

CEDAR PASS CAMPGROUND

ROAD LOOP B

ROUTE 0203AZ

CEDAR PASS CAMPGROUND

ROAD LOOP A

ROUTE 0011

INTERIOR ENTRANCE

ROAD (HIGHWAY 377)

ROUTE 0400

BEN REIFEL ROAD

ROUTE 0010AZ

BADLANDS LOOP

(ROAD 240)

MP 4

MP 5

8/

/20

NPS PMIS NO.: 318524, 246655, 318113, 246712B, 246415, 246740

STATE

NPS PP BADL 2020(1)

SHEET

NUMBER

SD

PROJECT

D.6

Service Layer Credits: Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS User Community

J:\ _T ran sp ort ati on \W

3X

9_

W

FL

_P P_

SD

B

AD

L\7

FH

WA

\21

F0

0\R oa dw ay \C

AD

D_

Sh ee ts\ D\

BA

DL

_A

RE

A M

AP

S.m xd

NOTE:

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

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

LEGEND:

0 1,000 2,000 Feet

AREA MAP 2

No Work Unless Noted Otherwise

Asphalt Concrete Pavement (Overlay)

Asphalt Concrete Pavement (Mill and Overlay)

Micro Surfacing Type 2

Chip Seal

National Park Service Boundary

Concrete Joint Sealing Concrete Repair

ESSF IO OR NP A LD EE NR

GE

T INSI E

G E

E R

R

14868

JOHANNAH L.

TRUJILLO

R .E OG N .

D AH KT OU

TO

Staging area

ROUTE 0914

BIGFOOT PASS PICNIC AREA

(NO WORK)

ROUTE 0910

SADDLE PASS

PARKING

ROUTE 0912

FOSSIL TRAIL PARKING

ROUTE 0913

WHITE RIVER VALLEY

OVERLOOK PARKING

ROUTE 0010AZ

BADLANDS LOOP

(ROAD 240)

MP 6

MP 7

MP 8

MP 9

MP 10

MP 11

MP 12

7/

/20

NPS PMIS NO.: 318524, 246655, 318113, 246712B, 246415, 246740

STATE

NPS PP BADL 2020(1)

SHEET

NUMBER

SD

PROJECT

D.7

Service Layer Credits: Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS User Community

J:\ _T ran sp ort ati on \W

3X

9_

W

FL

_P P_

SD

B

AD

L\7

FH

WA

\21

F0

0\R oa dw ay \C

AD

D_

Sh ee ts\ D\

BA

DL

_A

RE

A M

AP

S.m xd

NOTE:

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

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

LEGEND:

0 3,000 6,000 Feet

AREA MAP 3

No Work Unless Noted Otherwise

Asphalt Concrete Pavement (Overlay)

Asphalt Concrete Pavement (Mill and Overlay)

Micro Surfacing Type 2

Chip Seal

National Park Service Boundary

Concrete Joint Sealing Concrete Repair

ESSF IO OR NP A LD EE NR

GE

T INSI E

G E

E R

R

14868

JOHANNAH L.

TRUJILLO

R .E OG N .

D AH KT OU

TO

ROUTE 0915

PANORAMA POINT

OVERLOOK PARKING

ROUTE 0916

PRAIRIE WIND

OVERLOOK PARKING

ROUTE 0010AZ

BADLANDS LOOP

(ROAD 240) MP 13

MP 14

MP 15

MP 16

MP 17

MP 18

7/

/20

NPS PMIS NO.: 318524, 246655, 318113, 246712B, 246415, 246740

STATE

NPS PP BADL 2020(1)

SHEET

NUMBER

SD

PROJECT

D.8

Service Layer Credits: Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS User Community

J:\ _T ran sp ort ati on \W

3X

9_

W

FL

_P P_

SD

B

AD

L\7

FH

WA

\21

F0

0\R oa dw ay \C

AD

D_

Sh ee ts\ D\

BA

DL

_A

RE

A M

AP

S.m xd

NOTE:

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

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

LEGEND:

0 3,000 6,000 Feet

AREA MAP 4

No Work Unless Noted Otherwise

Asphalt Concrete Pavement (Overlay)

Asphalt Concrete Pavement (Mill and Overlay)

Micro Surfacing Type 2

Chip Seal

National Park Service Boundary

Concrete Joint Sealing Concrete Repair

ESSF IO OR NP A LD EE NR

GE

T INSI E

G E

E R

R

14868

JOHANNAH L.

TRUJILLO

R .E OG N .

D AH KT OU

TO

ROUTE 0917

BURNS BASIN

OVERLOOK PARKING

ROUTE 0918

HOMESTEAD

OVERLOOK PARKING

ROUTE 0919

CONATA BASIN

OVERLOOK PARKING

ROUTE 0920

YELLOW MOUNDS

OVERLOOK PARKING

ROUTE 0208

CONATA PICNIC

AREA ROAD

ROUTE 0204

CONATA ROAD

ROUTE 0010AZ

BADLANDS LOOP

(ROAD 240)

MP 19

MP 20

MP 21

MP 22

MP 23

MP 24

MP 25

7/

/20

NPS PMIS NO.: 318524, 246655, 318113, 246712B, 246415, 246740

STATE

NPS PP BADL 2020(1)

SHEET

NUMBER

SD

PROJECT

D.9

Service Layer Credits: Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS User Community

J:\ _T ran sp ort ati on \W

3X

9_

W

FL

_P P_

SD

B

AD

L\7

FH

WA

\21

F0

0\R oa dw ay \C

AD

D_

Sh ee ts\ D\

BA

DL

_A

RE

A M

AP

S.m xd

NOTE:

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

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

LEGEND:

0 3,000 6,000 Feet

AREA MAP 5

No Work Unless Noted Otherwise

Asphalt Concrete Pavement (Overlay)

Asphalt Concrete Pavement (Mill and Overlay)

Micro Surfacing Type 2

Chip Seal

National Park Service Boundary

Concrete Joint Sealing Concrete Repair

ESSF IO OR NP A LD EE NR

GE

T INSI E

G E

E R

R

14868

JOHANNAH L.

TRUJILLO

R .E OG N .

D AH KT OU

TO

ROUTE 0921

ANCIENT HUNTERS

OVERLOOK PARKING

ROUTE 0922

PINNACLES

OVERLOOK PARKING

ROUTE 0407

PINNACLES

DISTRICT OFFICE

SERVICE ROAD

ROUTE 0010AZ

BADLANDS LOOP

(ROAD 240)

MP 26

MP 27

7/

/20

NPS PMIS NO.: 318524, 246655, 318113, 246712B, 246415, 246740

STATE

NPS PP BADL 2020(1)

SHEET

NUMBER

SD

PROJECT

D.10

Service Layer Credits: Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS User Community

J:\ _T ran sp ort ati on \W

3X

9_

W

FL

_P P_

SD

B

AD

L\7

FH

WA

\21

F0

0\R oa dw ay \C

AD

D_

Sh ee ts\ D\

BA

DL

_A

RE

A M

AP

S.m xd

NOTE:

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

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

LEGEND:

0 2,000 4,000 Feet

AREA MAP 6

No Work Unless Noted Otherwise

Asphalt Concrete Pavement (Overlay)

Asphalt Concrete Pavement (Mill and Overlay)

Micro Surfacing Type 2

Chip Seal

National Park Service Boundary

Concrete Joint Sealing Concrete Repair

ESSF IO OR NP A LD EE NR

GE

T INSI E

G E

E R

R

14868

JOHANNAH L.

TRUJILLO

R .E OG N .

D AH KT OU

TO

ROUTE 0928

WHITE RIVER VISITOR

CENTER PARKING

7/

/20

NPS PMIS NO.: 318524, 246655, 318113, 246712B, 246415, 246740

STATE

NPS PP BADL 2020(1)

SHEET

NUMBER

SD

PROJECT

D.11

Service Layer Credits: Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS User Community

J:\ _T ran sp ort ati on \W

3X

9_

W

FL

_P P_

SD

B

AD

L\7

FH

WA

\21

F0

0\R oa dw ay \C

AD

D_

Sh ee ts\ D\

BA

DL

_A

RE

A M

AP

S.m xd

NOTE:

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

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

LEGEND:

0 1,000 2,000 Feet

AREA MAP 7

No Work Unless Noted Otherwise

Asphalt Concrete Pavement (Overlay)

Asphalt Concrete Pavement (Mill and Overlay)

Micro Surfacing Type 2

Chip Seal

National Park Service Boundary

Concrete Joint Sealing Concrete Repair

ESSF IO OR NP A LD EE NR

GE

T INSI E

G E

E R

R

14868

JOHANNAH L.

TRUJILLO

R .E OG N .

D AH KT OU

TO

63504-1000

SQFT Each SQFT 36 x 18 4.5 4 18.0 36 x 36 9 4 36.0 24 x 24 4 4 16.0 36 x 36 9 2 18.0 36 x 36 9 6 54.0 36 x 18 4.5 1 4.5 36 x 18 4.5 2 9.0 30 x 30 6.25 4 25.0

QTY

J:\_Transportation\W3X71269_WFL_PP_SD BADL\700FHWA\21F000030\Roadway\CADD_Sheets\_Tabs\[BADL_Proj_Sum_Shts_95%.xlsm]TTCJ:\_Transportation\W3X71269_WFL_PP_SD BADL\700FHWA\21F000030\Roadway\CADD_Sheets\_Tabs\[BADL_Proj_Sum_Shts_95%.xlsm]TTC NPS PMIS No.

W13-1P W20-4

W20-7A G20-4 Pilot Car Follow Me G24-B W8-7

Wait For Pilot Car Loose Gravel

One Lane Road Ahead Flagger Symbol

Inches

Sign Message

End Road Work Road Work Ahead

25 MPH

TEMPORARY TRAFFIC

CONTROL,

CONSTRUCTION

SIGN

Panel Size Area Quantity

Unit

Drawing Reference

635-1 635-1

635-6, 635-7 635-6, 635-7

635-6

G20-2 W20-1

DAY

HOUR

63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR

TEMPORARY TRAFFIC CONTROL, PILOT CAR

DESCRIPTION

TOTAL

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

UNIT

OTHER TRAFFIC CONTROL QUANTITIES

TEMPORARY TRAFFIC CONTROL, CONE

STATE

NOTES

TEMPORARY TRAFFIC CONTROL

SHEET

NUMBER

PROJECT

Item Number

MUTCD Reference

CONSTRUCTION SIGN QUANTITIES

180.5

Notes

EACH

SD E.1NPS PP BADL 2020(1)

ITEM NO.

63502-0700

63506-0600

63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

NOTES:

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

TRAFFIC CONTROL

QUANTITIES

318524, 246655, 318113, 246712B, 246415, 246740 8/17/21 2:31 PM

ESSF IO OR NP A LD EE NR

GE

T INSI E

G E

E R

R

14868

JOHANNAH L.

TRUJILLO

R .E OG N .

D AH KT OU

TO

0010AZ Badlands Loop (Road 240) 147,418 0011 Interior Entrance Road (Highway 377) 3,643 0204 Conata Road 8,712

7/26/2021 12:17Transportation\W3X71269_WFL_PP_SD BADL\700FHWA\21F000030\Roadway\CADD_Sheets\_Tabs\[BADL_TTC-2 .xlsm]TTC (2)

TABULATION OF TEMPORARY

TRAFFIC CONTROL QUANTITIES

NOTES:

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

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

NPS PMIS No. 318524, 246655, 318113, 246712B, 246415, 246740

SHEET

NUMBER

E.2

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

63503-0700

RemarksRoute Number

PROJECTSTATE

SD

TEMPORARY TRAFFIC CONTROL

NPS PP BADL 2020(1)

159,773

Route Name LNFT

THEODORE ROOSEVELT NATIONAL PARK

ESSF IO OR NP A LD EE NR

GE

T INSI E

G E

E R

R

14868

JOHANNAH L.

TRUJILLO

R .E OG N .

D AH KT OU

TO

GE

T INSI E

G E

E R

R 14868

JOHANNAH L.

TRUJILLO

R .E OG N .

D AH KT OU

TO

GE

T INSI E

G E

E R

R

14868

JOHANNAH L.

TRUJILLO

R .E OG N .

D AH KT OU

TO

For Selection OnlyESSF IO OR NP A LD EE NR

GE

T INSI E

G E

E R

R

14868

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TO

GE

T INSI E

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14868

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TO

GE

T INSI E

G E

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R

14868

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TO

GE

T INSI E

G E

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R

14868

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GE

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63401-0000 63401-0000 63405-0050 63407-0000

(TYPE B) (TYPE B)

YELLOW WHITE WHITE YELLOW WHITE YELLOW WHITE WHITE YELLOW WHITE (TYPE B)

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

0010AZ Badlands Loop (Road 240) 589,672 589,672 1,600 3,090 20,040 7,800 360 609,712 602,522 3 3 60

0010BZ

North East Entrance Turnaround

0 0 0 0 0 0 0 0 0 0

Interior Entrance Road (Highway 377)

14,973 14,573 0 0 1,200 0 72 16,173 14,645 0

0203AAZ

Cedar Pass Campground Road AA

0 0 0 0 0 0 0 0 0 0

0203AZ

Cedar Pass Campground Road Loop A

0 0 0 0 0 0 72 0 72 4 4

0203BAZ

Cedar Pass Campground Road BA

0 0 0 0 0 0 0 0 0 0

0203BZ

Cedar Pass Campground Road Loop B

0 0 0 0 0 0 0 0 0 0

0204 Conata Road 34,848 34,848 0 0 0 0 72 34,848 34,920 0 0208 Conata Picnic Area Road 0 0 0 0 0 0 72 0 72 0

0214Z Cedar Pass Campground Group Loop Road

0 0 0 0 0 0 0 0 0 0

0400 Ben Reifel Road 0 0 0 1,440 0 0 120 0 1,560 0 0401 Ben Reifel Place 0 0 0 0 0 0 72 0 72 0

Pinnacles District Office Service Road

0 0 0 0 0 0 72 0 72 0

Big Badlands Overlook Parking

0 0 1,920 0 0 5,040 144 0 7,104 2 2

Door and Window Trail Parking

0 400 6,160 80 2,400 0 2,160 480 80 11,600 12 8 20

Cliff Shelf Nature Trail Parking

0 0 1,160 0 0 540 72 0 1,772 3 3

Ben Reifel Visitor Center Parking

0 0 1,920 1,500 0 1,200 72 0 4,692 3 3

0905AZ RV Parking 0 0 600 0 0 0 0 0 600 0 0905BZ Rear Visitor Center Parking 0 0 4,220 300 0 9,144 0 0 13,664 6 6 0906 Maintenance Area Parking 0 0 0 0 0 0 0 0 0 0 0908 Cedar Pass Lodge Parking 0 0 2,280 360 0 0 240 0 2,880 2 2 0909 Amphitheater Parking 0 0 2,160 0 0 2,160 0 0 4,320 3 3 0910 Saddle Pass Parking 0 0 320 0 0 240 0 0 560 1 1

J:\_Transportation\W3X71269_WFL_PP_SD BADL\700FHWA\21F000030\Roadway\CADD_Sheets\_Tabs\[BADL_Proj_Sum_Shts_95%.xlsm]Striping 1

No pavement markings

R O

U T E N

U M

B E R

M

IS

C S

Y M

B O

LS

H A T C H

E D

A R E A S

(T Y

PE

B

EACH

S T O

P

LE

T T E R

IN

G 1,920

C R O

S S

W A

LK

S T R

IP

IN

G

(T

Y

PE

B

ROUTE NAME

S O

LI

D

E D

E

LI

N

E S a n d

M

IS

C

M A R K

IN

(2

660,813 60

No pavement markings

Add stop line

Add stop line

No pavement markings

Add stop line

Hatch new pavement in location of islands being removed

No pavement markings

Parking Areas

Add stop line

No pavement markings

A D

C C E S S

IB

LE

M

B O

L

S T O

P

LI

N E(3

A R R O

W S

No pavement markings

Remarks

Add (4) arrows

PAVEMENT

MARKINGS,

SYMBOLS

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

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

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

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

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

(6) FIO = For Information Only.

Add stop line

Add (4) stop lines

SHEET TOTAL 639,493 28,284639,493 22,340 9,090

PAVEMENT MARKING SUMMARY

BID ITEM NUMBER

H A T C H

E D

A R E A S

(T Y

PE

B

FIO(6)

Y E

LL

O W

N

T E R

LI

an

M

IS

C

M A R K

IN

(1

PA

R K

A

LL

L

IN

PE

B

) PAVEMENT

MARKINGS(5)

PAVEMENT

MARKINGS(5)

FIO(4)(6)

PA

R K

A

LL

L

IN

PE

B

RECESSED

PAVEMENT

MARKER

SD F.1

STATE PROJECT

SHEET

NUMBER

NPS PP BADL 2020(1)

Add stop line

Add stop line

NPS PMIS No. 318524, 246655, 318113, 246712B, 246415, 246740 7/26/21 12:17 PM

21,24080 47701,127 0 0

TABULATION OF

PERMANENT PAVEMENT

MARKINGS

ESSF IO OR NP A LD EE NR

GE

T INSI E

G E

E R

R

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63401-0000 63401-0000 63405-0050 63407-0000

(TYPE B) (TYPE B)

YELLOW WHITE WHITE YELLOW WHITE YELLOW WHITE WHITE YELLOW WHITE (TYPE B)

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

0912 Fossil Trail Parking 0 0 2,800 1,800 0 720 192 0 5,512 6 6

White River Valley Overlook Parking

0 0 2,200 0 0 384 192 0 2,776 2 2

Panorama Point Overlook Parking

0 0 2,320 0 0 240 144 0 2,704 2 2

0916 Prairie Wind Overlook Parking 0 0 1,240 0 0 240 144 0 1,624 2 2 0917 Burns Basin Overlook Parking 0 0 1,960 0 0 240 144 0 2,344 2 2 0918 Homestead Overlook Parking 0 0 1,880 0 0 240 144 0 2,264 2 2

Conata Basin Overlook Parking

0 0 1,540 0 0 240 144 0 1,924 2 2

Yellow Mounds Overlook Parking

160 0 1,080 0 0 240 168 160 1,488 1 1

Ancient Hunters Overlook Parking

0 0 760 0 0 240 192 0 1,192 1 1

0922 Pinnacles Overlook Parking 0 0 1,400 40 0 0 240 144 40 1,784 1 2 3

White River Visitor Center Parking

0 0 1,640 0 0 2,160 0 0 3,800 2 2 4

North Entrance Support Building Parking

0 0 200 0 0 240 0 0 440 1 1

0931 Volunteer RV Parking 0 0 0 0 0 0 0 0 0 0

Cedar Pass Fire Cache Complex Parking

0 0 640 0 0 1,440 0 0 2,080 0

0934AZ

Ben Reifel Residence Area Parking A

0 0 0 0 0 0 0 0 0 0

0934BZ

Ben Reifel Residence Area Parking B

0 0 240 0 0 0 0 0 240 0

0934CZ

Ben Reifel Residence Area Parking C

0 0 280 0 0 0 0 0 280 0

0935Z Ben Reifel Administrative Parking

0 0 640 0 0 0 0 0 640 0

Interior Entrance Station Parking Lot

0 0 120 0 0 0 0 0 120 0

J:\_Transportation\W3X71269_WFL_PP_SD BADL\700FHWA\21F000030\Roadway\CADD_Sheets\_Tabs\[BADL_Proj_Sum_Shts_95%.xlsm]Striping 2 318524, 246655, 318113, 246712B, 246415, 246740 NPS PMIS No.

28 025 0 26,864 1,608 200SHEET TOTAL 160 0 1,800 020,940 40 31,212 1

No pavement markings

No pavement markings

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

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

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

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

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

(6) FIO = For Information Only.

TABULATION OF

PERMANENT PAVEMENT

MARKINGS

601 57 0 17 753,528 661,013 732,33921,240 35,14843,280 120 10,890PROJECT TOTAL 639,653 639,493

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

Parking Areas

EACH

A D

C E S S

IB

LE

M

B O

L

S T O

P L

E T T E R

IN

G

A R R O

W S

PAVEMENT MARKING SUMMARY

STATE PROJECT

SHEET

NUMBER

SD NPS PP BADL 2020(1) F.2

P A R K

A

LL

L

IN

P E B

P A R K

A

LL

L

IN

P E B

C R O

S S

W

LK

R

IP

P E B

BID ITEM NUMBER FIO(4)(6)

RECESSED

PAVEMENT

MARKER

S T O

P L

IN

E

(3

PAVEMENT

MARKINGS(5)

PAVEMENT

MARKINGS(5)

7/26/21 12:17 PM

Remarks

R O

U T E N

U M

B E R

ROUTE NAME Y

E

LL

O W

N

T E R

LI

an

M

IS

C

M A R K

IN

G S

S O

LI

D

E D

LI

E S a n

M

IS

C

M A R K

IN

G S

M

IS

C S

Y M

B O

LS

H A T C H

E D

A R E A S

(T Y P E B

H A T C H

E D

A R E A S

(T Y P E B

PAVEMENT

MARKINGS,

SYMBOLS

FIO(6)

ESSF IO OR NP A LD EE NR

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F.3

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 white

4" solid line border single white

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 white

4" solid diagonal line single white

4" solid diagonal line single white

4" solid

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

White symbol and border edge line single white

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.

NPS PMIS NO.: 318524, 246655, 318113, 246712B, 246415, 246740

STATE PROJECT

P

M J

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

W

X

W F L P P S

D B

A D

L F

H W

A F R o a d w a y C

A D

D S h e e ts F 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

NUMBER

SHEET

NPS PP BADL 2020(1)SD

ESSF IO OR NP A LD EE NR

GE

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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.4 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

NPS PMIS NO.: 318524, 246655, 318113, 246712B, 246415, 246740

STATE PROJECT

P

M J

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

W

X

W F L P P S

D B

A D

L F

H W

A F R o a d w a y C

A D

D S h e e ts F 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

NUMBER

SHEET

NPS PP BADL 2020(1)SD

ESSF IO OR NP A LD EE NR

GE

T INSI E

G E

E R

R

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For Selection Only ESSF IO OR NP A LD EE NR

GE

T INSI E

G E

E R

R

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GE

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R

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STRIPING

MISCELLANEOUS ROADWAY

PAVEMENT MARKINGS

CROSSWALK STRIPING

6' - 12' ty p pavement

Edge of line between adjacent lines strip and center travel lane center on centerlane and edge

24" solid white longitudinal lines, [1]CROSSWALK STRIPING of the roadway.

Extend crosswalk across the full width[1]

FOOTNOTE:

or as directed by the CO.

configurations, symbols and words,

3. Match existing pavement marking

Highway Signs", latest edition.

that conform with the "Standard

2. Provide letters, numerals, and symbols

Devices (MUTCD) latest edition.

the Manual on Uniform Traffic Control

1. Provide striping in accordance with

NO SCALE

F.7 as directed by CO controlled locations only lines at stop sign

12" solid white transverse

NPS PMIS NO.: 318524, 246655, 318113, 246712B, 246415, 246740

STATE PROJECT

P

M J

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

W

X

W F L P P S

D B

A D

L F

H W

A F R o a d w a y C

A D

D S h e e ts F F p a v e m e n t m a r k in g m is c r o a d w a y s tr ip in g s p e c ia l

NUMBER

SHEET

NPS PP BADL 2020(1)SD

ESSF IO OR NP A LD EE NR

GE

T INSI E

G E

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4" 4"

.7

.7

TYPE C

NO SCALE

Reflective material

1.

2.

NOTE:

3.

4.

5.

6.

PAVEMENT MARKER

PERMANENT RECESSED

RECESSED PAVEMENT MARKERS

24" min.

12" min.

24" min.

m in

A A

Flat

C C

6"6" 24" min.

24" min.

Flat

Top of Pavt.

6"

PAVEMENT MARKER DETAILS

MONO-DIRECTIONAL RECESSED

yellow, red, or blue to match existing or as specified.

Colors of the reflective markers to be either clear (white), combination of colors the same as the reflector.

The shell of the marker to be of one color or a pavement marker.

Type B marker to be a two-way yellow retroreflective traffic on the right edge line.

pavement marker with the clear side facing on coming

Type C marker to be a one-way clear retroflective in a recessed groove in the asphalt pavement.

extended life, retroreflective, pavement markers installed

Recessed Pavement Markers consist of non-plowable, Install pavement markers 1" to 4" clear from paint marking.

(match existing)

White Edge line

(typ.)

40' O.C.

(match existing)

Double yellow center line

B

B

1"

24" min.

12" m in min.

Marker

Pavement

Recessed

Top of Pavt.

Marker

Pavement

Recessed

24" min.

min.

12"

B

B

PAVEMENT MARKER DETAILS

BI-DIRECTIONAL RECESSED

pvmt. to top of marker from top of1/8 1/4""to 5" min.

pvmt. to top of marker from top of1/8 1/4""to

RECESSING GROOVE DETAILS

SECTION A SECTION C

SECTION B

TYPE CTYPE B

Type B

1"

F.8

TYPE B

RECESSED PAVEMENT MARKERS

NPS PMIS NO.: 318524, 246655, 318113, 246712B, 246415, 246740

STATE PROJECT

P

M J

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

W

X

W F L P P S

D B

A D

L F

H W

A F R o a d w a y C

A D

D S h e e ts F R a is e d p a v e m e n t m a r k e r s .d g n

NUMBER

SHEET

NPS PP BADL 2020(1)SD

ESSF IO OR NP A LD EE NR

GE

T INSI E

G E

E R

R

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