01_OK_TX_NP_MULTI_pre-final_Plans_pre solicitation.pdf

PDF 10 MB Posted Nov 5, 2025

Attached to: OK NP MULTI PMS(1), Pavement Preservation Oklahoma and TX NP MULTI PMS(2), Pavement Preservation North Texas
Solicitation number: 69056725R000017
Issued by: Department of Transportation Federal Highway Administration

About this file

Written by GovTribe AI · Nov 5, 2025

This is a Preliminary Project Design document for pavement preservation and road rehabilitation across multiple National Park Service sites in Oklahoma and Texas. The project, managed by the Western Federal Lands Highway Division of the U.S. Department of Transportation, involves full depth reclamation, overlay, and pavement preservation for roads and parking areas at four specific locations: Alibates Flint Quarries National Monument, Chickasaw National Recreation Area, Lake Meredith National Recreation Area, and Washita Battlefield National Historic Site.

The project encompasses multiple road sections with different length options, including base length of 24.58 miles and alternative options ranging from 1.58 to 5.58 miles, covering roads in Murray, Roger Mills, Hutchinson, Moore, and Potter Counties. Treatment methods include full depth reclamation overlay, micro surfacing, chip seal, and various pavement preservation techniques. The project is categorized under multiple PMIS package numbers (331041, 331048, 331296, 331401) and involves detailed specifications for road rehabilitation, including typical section designs, drainage considerations, and specific pavement marking requirements across different route segments.

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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:

AMARILLO

MEXICO

GULF

LUBBOCK

INTERSTATE

WORTH

FT.

DALLAS

HOUSTON

SAN ANTONIO

EL PASO

AUSTIN

DEL RIO

LAREDO

CORPUS CHRISTI

SAN ANGELO

N E

X I

C O

PARK

NATIONAL

BIG BEND

A R

K A

N S

A S

L O

U I S I A

N A

DATE:

Western Federal Lands Highway Division

Chief of Engineering

DATE:

Washita Battlefield National Historic Site Superintendent, TEXAS KEY MAPS

OKLAHOMA AND

M I S

S O

U R I

KANSASCOLORADO

TULSA

Guymon

Lawton

Enid

I n d ia n N a ti o n a l

T p k

INTERSTATE

CITY

OKLAHOMA

AND NORTH TEXAS

PAVEMENT PRESERVATION OKLAHOMA

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

Standard Specifications for Construction 331041(LAMR), 331296(WABA)

PMIS PKG. NO 331048(ALFL),331401(CHIC)

TX NP MULTI PMS(2)

OK NP MULTI PMS(1)

A R T

OF TRANSPO

R T

A T I O

U N

D STATES OF

AME

R I C

NATIONAL HISTORIC SITE (WABA)

WASHITA BATTLEFIELD

NATIONAL RECREATION AREA (LAMR)

LAKE MEREDITH

CHICKASAW NATIONAL RECREATION AREA (CHIC)

ALIBATES FLINT QUARRIES NATIONAL MONUMENT (ALFL)

NATIONAL PARK SERVICE

U.S. DEPARTMENT OF THE INTERIOR

Chickasaw National Recreation Area

Superintendent, Lake Meredith National Recreation Area

Alibates Flint Quarries National Monument

Superintendent, LENGTH OPTION X 1.58 MILES & PARKING AREAS

LENGTH OPTION Y 2.53 MILES & PARKING AREAS

LENGTH OPTION Z 5.58 MILES & PARKING AREAS

LENGTH BASE 24.58 MILES & PARKING AREAS

and pavement preservation

Full depth reclamation overlay, MURRAY, AND ROGER MILLS COUNTIES OKLAHOMA

HUTCHINSON, MOORE, POTTER COUNTIES TEXAS

By Letter

PROJECT

NUMBER

SHEET

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

d g n

TX NP MULTI PMS(2)

OK NP MULTI PMS(1)

NPS PMIS No. 331041, 331048, 331296, 331401

PROJECT LOCATIONS

PRELIMINARY- NOT FOR CONSTRUCTION

TYPICAL SECTIONS

NOTE:

C.1

NO SCALE

Construction Limits Construction Limits

Grade Varies Grade Varies

Var ies

Varies

MICRO SURFACING

TYPICAL SECTION

Existing asphalt surface

For Roadway Width or Parking Lot Dimensions

See Surfacing Tabulation Sheets

Construction Limits onstruction LimitsC

Var ies

Varies

CHIP SEAL

TYPICAL SECTION

Grade varies Grade varies

Existing asphalt surface

For Roadway Width or Parking Lot Dimensions

See Surfacing Tabulation Sheets

Chip seal, type 1C

Existing pavement section

, type 2Micro surfacing

Emulsified asphalt

Fog seal for chip seal and scrub seal.

adjacent asphalt curb and paved ditch where present,

4. Fog seal pavement edge to pavement edge, including

See section D for locations.

micro-surfacing, chip seal or scrub sealing.

3. Patch surface and seal/fill cracks prior to 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.17

Varies

PROJECT

NUMBER

SHEET

C C .1

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

TX NP MULTI PMS(2)

OK NP MULTI PMS(1)

NPS PMIS No. 331041, 331048, 331296, 331401

C.2

NO SCALE

Construction Limits onstruction LimitsC

Var ies

Varies

Grade varies Grade varies

Existing asphalt surface

For Roadway Width or Parking Lot Dimensions

See Surfacing Tabulation Sheets

SCRUB SEAL

TYPICAL SECTION

Scrub seal

Fog seal

Construction Limits onstruction LimitsC

Var ies

Grade varies Grade varies

Tack Coat asphalt surface

Existing

1:4

Tack Coat

Taper [1]

Tack Coat

method 2, 6-inch depth

Full depth reclamation, and tack coat

Sawcut verticalsection pavement

Roadway

Existing asphalt

B e g in e n d o v e r la y

OVERLAY CONNECTION DETAIL

method 2, 6-inch depth

Full depth reclamation, 20' transition section

Tapered wedge in place

Protect existing curb method 2, 6-inch depth

Full depth reclamation, appearance.

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

Roadway Aggregate, Type 2

Shoulder up with

FULL DEPTH RECLAMATION)

(3-INCH OVERLAY AND 6-INCH

ASPHALT CONCRETE PAVEMENT

TYPICAL SECTION

4. Fog seal pavement edge to pavement edge, including

See section D for locations.

micro-surfacing, chip seal, or scrub sealing.

3. Patch surface and seal/fill cracks prior to operations.

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.17

8' minimum

[1]

FOOTNOTE:

[2] in one lift)

For WABA Maintenance Road 2" compacted depth (apply

ABA areas to maintain slopes of less than 2%.

finished surface to match existing. Increase width at sidewalks, and as directed by the CO to transition the for minimum width of 8' adjacent to all curbs, gutters, Reduce the thickness of Full Depth Reclamation layer

Varies

Chip Seal, Type 1C

Roadway Width or Parking Lot Dimensions

See Surfacing Tabulation Sheet For

Fog Seal

[2]

Fog Seal even lifts, tack coat between lifts)

3" compacted depth (apply in two

Asphalt Concrete Pavement

3" compacted depth (apply in two even lifts, tack coat between lifts)

Asphalt Concrete Pavement [2]

Prime Coat, method 1

PROJECT

NUMBER

SHEET

C C .2

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

TX NP MULTI PMS(2)

OK NP MULTI PMS(1)

C.3

NO SCALE

Construction Limits onstruction LimitsC

Var ies

Grade varies Grade varies

Varies

FOOTNOTE:

[1]

4. Fog seal pavement edge to pavement edge, including

See section D for locations.

micro-surfacing, chip seal, or scrub sealing.

3. Patch surface and seal/fill cracks prior to operations.

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.17

Slope

Variable

Construction Limits onstruction LimitsC

Var ies

Grade varies Grade varies

Tack Coat

Tack Coat appearance.

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

Roadway Aggregate, Type 2

Shoulder up with

4" compacted depth

Roadway Aggregate, Method 1 in place

Protect existing curb

4" compacted depth

Roadway Aggregate, method 1

Varies

Roadway Width

See Surfacing Tabulation Sheet For

CHIC ROUTE 0405

(4-INCH DEPTH)

FULL DEPTH RECLAMATION

TYPICAL SECTION

[2]

Parking Lot Dimensions

See Surfacing Tabulation Sheet For even lifts, tack coat between lifts)

3" compacted depth (apply in two

Asphalt Concrete Pavement

Fog Seal

1:4

Fog Seal

3" compacted depth (apply in two even lifts, tack coat between lifts)

Asphalt Concrete Pavement aggregate and pavement on existing.

Do not remove existing aggregate. Place new

ABA areas to maintain slopes of less than 2%.

BISON VIEW

4-INCH AGGREGATE)

(3-INCH ASPHALT OVER

ASPHALT CONCRETE PAVEMENT

TYPICAL SECTION

[2]

8' minimum

Taper [1]

[2]

Prime Coat, method 1

PROJECT

NUMBER

SHEET

C C .3

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

TX NP MULTI PMS(2)

OK NP MULTI PMS(1)

NO SCALE

Existing asphalt

Existing ground

Proposed grade

C.4

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DRAINAGE DITCH DETAILS

UTILITY TRENCH AND

CHIC ROUTE 0204

DRAINAGE DITCH DETAIL

18" ± trench excavation roadway surface before

Finished natural ground or

See FLH Standard 602-3

4" depth pipe bedding material for trench details

See FLH Standard 602-3

Metal Pipe Culvert

NOTE:

1:3

10-inch depth concrete, Curb and gutter, 6" compacted depth

Roadway aggregate, Method1, (water sleeve)

Conduit, 4-inch, PVC

(electrical sleeve)

Conduit, 4-inch, PVC

CHIC ROUTE 0201 AND CHIC ROUTE 0101A

UTILITY TRENCH AT CULVERT

of culvert, refer sheet D.44 for detail.

5. Object marker Delineator to be installed at either end bends.

variations in the slope and provide a straight pipe without below grade with minor variations as needed to minimize

4. Maintain the depth of the conduits at a consistent depth

718.05 for plastic post requirements.

"water sleeve" or "electrical conduit". See Subsection both ends of the conduits with the posts marked with

3. Provide a brown color plastic flexible delineator post at from entering the pipes.

removeable covering to prevent water and soil material

2. Seal ends of PVC conduits with duct tape or other of culvert or edge of roadway.

1. Extend length of the PVC conduits 5'-0" beyond ends

PROJECT

NUMBER

SHEET

F I L E

A T

TX NP MULTI PMS(2)

OK NP MULTI PMS(1)

NPS PMIS No. 331041, 331048, 331296, 331401

6" 6"

6" c u lv e r t

M a tc h e x is ti n g t o

V a r ie s a p p r o x s le e v e to

V C w a te r m in c o v e r to

V C e le c tr ic a l s le e v e m in c o v e r

6"3'-6"

4"2" R

Greater than 1"

CRACK SEALING AND FILLING

ASPHALT PAVEMENT

C.5 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 .5

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

M a y

TX NP MULTI PMS(2)

OK NP MULTI 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.6

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

Pay Limits

Stabilization geogrid [1]

Pay Limits 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

Fog seal even lifts, tack coat between lifts)

4" compacted depth (apply in two

Asphalt Concrete Pavement

6" compacted depth

Roadway Aggregate, Method 1 even lifts, tack coat between lifts) 4" compacted depth (apply in two Asphalt Concrete Pavement

PROJECT

NUMBER

SHEET

C C .6 p a tc h t y p e a n d .d g n

M a y

TX NP MULTI PMS(2)

OK NP MULTI PMS(1)

30202-2000 30402-5300 40302-0000 40601-0000 40702-

40711-

40901-2000

FT FT

TON SQYD SQYD TON SQYD TON SQYD

0106 Alibates Access Road 104720 0.00 2.29 12,091 18.60 16.1 24,988 44.8

0106 (10) Approaches, (3) Pullouts 104720 0.7 1,114 2.0

Alibates Auto Tour Road 0.00 0.23 1,214 9.00 0.8 1,214 2.2

(1) Pullout 129

0920 Bates Canyon Parking 91788 4,220

0928 Alibates Contact Station Parking 91817 2,715

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\WXXZ7363_24F00072N_OK_TX_PavePres\800_FHWA\72N\01-CADD\Sheets\_Tabs\[OK TX Proj_Sum_Shts_FP24 - Pre-Final.xlsm]BASE ALFL ROADS

Remarks

SURFACING TABULATION SHEET - BASE

PROJECT

ROADWAY

AGGREGATE,

METHOD 2

FULL DEPTH

RECLAMATION

, METHOD 2, 6-

INCH DEPTH

SHEET

NUMBER

OK NP MULTI PMS(1)

TX NP MULTI PMS(2)

D.1

R O

U T E N

U M

B E R

ROUTE NAME FMSS No.

MILE TO MILE

L E N

G T H

T H

ASPHALT

CONCRETE

PAVEMENT

FOG SEAL

CHIP SEAL,

TYPE 1C

EMULSIFIED

ASPHALT

BID ITEM NUMBER

1,160

MICRO

SURFACING,

TYPE 2

Parking Areas

24,433

10,290

MILES SQFT

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.

7,064SHEET TOTAL 0 17.6 27,316 49.0

NOTE: Protect curb and gutter, stone walls, wheel stops, sidewalks, manhole covers, concrete swales, curbs, concrete low water crossings, cattle guards, inlets, buildings, grates, colored sidewalks, valves, etc. ALIBATES FLINT QUARRIES

NATIONAL MONUMENT

0 0

NPS PMIS No. 3310485/22/25 2:01 PM

37,978

30202-2000 30402-5300 40302-0000 40601-0000 40702-0300 40711-

40901-

FT FT

TON SQYD SQYD TON SQYD TON SQYD

0010 Perimeter Drive 33400 0.00 6.23 32,894 21.4 50.4 78,215 140.1

0010 (1) Approach, (9) Pullouts 33400 0.3 478 0.9 1,067

0011 Buckhorn Road 33405 0.00 1.62 8,554 29.5 18.1 28,038 50.2

0011 (1) Approach, (2) Pullouts 33405 0.4 678 1.2

0012 Guy Sandy Road 33516 0.00 0.46 2,429 27.8 5.0 7,503 13.4

0013AZ Point Road 35517 0.00 1.16 6,125 25.1 11.0 17,082 30.6

0013AZ (1) Approach, (2) Pullouts 33517 0.3 461 0.8

0013BZ Point Road Spur 35517 0.00 0.03 158 25.8 0.3 453 0.8

0014 Twelfth Street Entrance Road 35518 0.00 0.05 264 20.5 601

0100 Cedar Blue Entrance Road 35519 0.00 0.51 2,693 25.4 4.9 7,600 13.6

0100 (1) Approach 35519 0.0 67 0.1

0101A Bromide Area Road A 33520 0.00 0.25 1,320 12.0 1,760

0101B Bromide Area Road B 33521 0.00 0.14 739 27.1 2,225

0201 Guy Sandy Campground Road 33525 0.00 0.41 2,165 15.3 37.6 3,681 601.2

0202 Blackjack Road 33528 0.00 0.21 1,109 14.0 1.1 1,725 3.1

0203 Point Launching Ramp Road 33531 0.00 0.20 1,056 25.1 1.9 2,945 5.3

0207AZ Cold Springs Campground Road A 33539 0.00 0.57 3,010 10.0 52.3 3,344 546.3

0207AZ (1) Pullout 33539 0.1 18 2.9

0207BZ Cold Springs Campground Road B 33539 0.00 0.26 1,373 10.0 23.9 1,526 249.2

0207CZ Cold Springs Campground Road C 33539 0.00 0.03 158 10.0 2.7 176 28.7

0207DZ Cold Springs Campground Road D 33539 0.00 0.04 211 10.0 3.7 234 38.3

0208AZ Central Campground Road A 33541 0.00 0.24 1,267 15.3 351.8

0208AZ (3) Pullouts 33541 49.0

0208BZ Central Campground Road B 33541 0.00 0.24 1,267 15.3 351.8

0208BZ (11) Pullouts 33541 148.8

0214 Veterans Lake Access Road 48975 0.00 0.31 1,637 20.3 2.4 3,692 6.6

0215 Veterans Lake Road 48976 0.00 0.67 3,538 29.1 7.4 11,440 20.5

0215 (1) Pullout 48976 0.1 133 0.2

0216 Catseye Road 48978 0.00 0.07 370 30.3 0.8 1,246 2.2

0217 Eagle Bay Boat Launch Road 95049 0.00 0.26 1,373 21.8 2.1 3,326 6.0

0217 (1) Turnaround 95049 1.2 1,867 3.3

0220AZ Sycamore Crossing A 33829 0.00 0.01 60 11.0 73

0220AZ Sycamore Crossing A 33829 0.05 0.06 60 11.0 73

0220BZ Sycamore Crossing B 33829 0.00 0.02 106 11.0 130

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\WXXZ7363_24F00072N_OK_TX_PavePres\800_FHWA\72N\01-CADD\Sheets\_Tabs\[OK TX Proj_Sum_Shts_FP24 - Pre-Final.xlsm] BASE CHIC ROAD 1

2,700 Remove and place new wheel stops

Remove and place new wheel stops

Chip seal pull outs less than 20' wide

Fog seal paved ditch

Remarks

SHEET

NUMBER

D.2

BID ITEM NUMBER

ASPHALT

CONCRETE

PAVEMENT

MILE TO MILE

FULL DEPTH

RECLAMATION

, METHOD 2, 6-

INCH DEPTH

MICRO

SURFACING

, TYPE 2

OK NP MULTI PMS(1)

TX NP MULTI PMS(2)

PROJECT

EMULSIFIED

ASPHALT

CHICKASAW NATIONAL

RECREATION AREA

SHEET 1 OF 3

FMSS No.

SURFACING TABULATION SHEET - BASE

ROUTE NAME

MILES

FOG SEAL

CHIP SEAL,

TYPE 1C

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

331401

TABULATION OF

SURFACING

QUANTITIES

NPS PMIS No.5/22/2025 13:39

Material Application Rates and Weights Used for Estimating Purposes

166,949SHEET TOTAL 2,368.1 107.7 5,9298,979

L E N

G T H

T H

13,900

6,100

4,150

ROADWAY

AGGREGATE,

METHOD 2

120.3 298.9

R O

U T E N

U M

B E R

SQFT

8,200

1,200

16,800

No work on concrete water crossing

41201-

41401-

41402-

41801-

42101-

42110-0000

50202-

60915-

FT FT

TON LNFT MILE SQYD SQYD SQYD TON LNFT EACH

0010 Perimeter Drive 33400 0.00 6.23 32,894 21.4 6.23 53

0010 (1) Approach, (9) Pullouts 33400 0.12

0011 Buckhorn Road 33405 0.00 1.62 8,554 29.5 1.62 736 636

0011 (1) Approach, (2) Pullouts 33405 0.05

0012 Guy Sandy Road 33516 0.00 0.46 2,429 27.8 0.46 62

0013AZ Point Road 35517 0.00 1.16 6,125 25.1 1.16 1,787 1,120

0013AZ (1) Approach, (2) Pullouts 33517 0.04

0013BZ Point Road Spur 35517 0.00 0.03 158 25.8 0.03

0014 Twelfth Street Entrance Road 35518 0.00 0.05 264 20.5

0100 Cedar Blue Entrance Road 35519 0.00 0.51 2,693 25.4 0.51 80

0100 (1) Approach 35519 0.01

0101A Bromide Area Road A 33520 0.00 0.25 1,320 12.0 0.25 83

0101B Bromide Area Road B 33521 0.00 0.14 739 27.1 0.14

0201 Guy Sandy Campground Road 33525 0.00 0.41 2,165 15.3 3.2

0202 Blackjack Road 33528 0.00 0.21 1,109 14.0 0.21 122

0203 Point Launching Ramp Road 33531 0.00 0.20 1,056 25.1 0.20

0207AZ Cold Springs Campground Road A 33539 0.00 0.57 3,010 10.0 2.9

0207AZ (1) Pullout 33539

0207BZ Cold Springs Campground Road B 33539 0.00 0.26 1,373 10.0 1.3

0207CZ Cold Springs Campground Road C 33539 0.00 0.03 158 10.0 0.2

0207DZ Cold Springs Campground Road D 33539 0.00 0.04 211 10.0 0.2

0208AZ Central Campground Road A 33541 0.00 0.24 1,267 15.3 1.8

0208AZ (3) Pullouts 33541 0.3 24

0208BZ Central Campground Road B 33541 0.00 0.24 1,267 15.3 1.8 30

0208BZ (11) Pullouts 33541 0.8

0214 Veterans Lake Access Road 48975 0.00 0.31 1,637 20.3 0.31 74

0215 Veterans Lake Road 48976 0.00 0.67 3,538 29.1 0.67

0215 (1) Pullout 48976 0.01

0216 Catseye Road 48978 0.00 0.07 370 30.3

0217 Eagle Bay Boat Launch Road 95049 0.00 0.26 1,373 21.8 0.26 34

0217 (1) Turnaround 95049 0.14

0220AZ Sycamore Crossing A 33829 0.00 0.01 60 11.0

0220AZ Sycamore Crossing A 33829 0.05 0.06 60 11.0

0220BZ Sycamore Crossing B 33829 0.00 0.02 106 11.0

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\WXXZ7363_24F00072N_OK_TX_PavePres\800_FHWA\72N\01-CADD\Sheets\_Tabs\[OK TX Proj_Sum_Shts_FP24 - Pre-Final.xlsm]BASE CHIC ROAD 1 (2) 5/22/25 12:34 PM

SURFACING TABULATION SHEET - BASE

NPS PMIS No. 331401

Patching as directed by CO

No work on concrete water crossing

8,200

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.

CHICKASAW NATIONAL

RECREATION AREA

SHEET 1 (CONT.) OF 3

0 0.0 012.5 0 12.42 2,523 2,264SHEET TOTAL

1,200

16,800

2,700 Remove and place new wheel stops

Remove and place new wheel stops

4,150

13,900

Patching as directed by CO

6,100

CRACKS,

CLEANING

AND

SEALING

ASPHALT

CONCRETE

PAVEMENT

PATCH,

TYPE 1

ASPHALT

CONCRETE

PAVEMENT

PATCH,

TYPE 2

SCRUB SEAL

POLYMER

MODIFIED

REJUVENATING

ASPHALTIC

EMULSION

SEALING

JOINTS AND

CRACKS

TACK

COAT

WHEELSTOP

, CONCRETE

PROJECT

OK NP MULTI PMS(1)

TX NP MULTI PMS(2)

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

T H

MILES SQFT

CRACKS,

CLEANING

AND FILLING

SHEET

NUMBER

D.3

30202-2000 30402-5300 40302-0000 40601-0000 40702-0300 40711-

40901-

FT FT

TON SQYD SQYD TON SQYD TON SQYD

0220CZ Sycamore Crossing C 33829 0.00 0.01 53 11.0 65

0405 Buckhorn Maintenance Road 33842 0.00 0.17 898 17.4 1,736

0406 Guy Sandy Maintenance Area Road 33844 0.00 0.10 528 14.0 9.2 821 134.2

0408 Superintendent's Residence #7 Road 33846 0.00 0.04 211 12.0 3.7 281 46.0

0409 Residence #2 Road 33847 0.00 0.16 845 12.0 0.7 1,127 2.0

0410 Maintenance Area Road 33848 0.00 0.13 686 19.7 1.0 1,502 2.7

0410 (1) Pullout 33848 0.1 111 0.2

0900 Nature Center Parking 33972 4,906

0901 Travertine Island Parking 33975 1,156

0902 Leeper House Parking 55064 0.2 287 0.5

0903 Bromide Hill Parking 33978 1,486

0904AZ B20 Lab Parking 55065 1,297

0904BZ Bromide Road Parking 55065 273

0904DZ Job Corps Bridge Parking 55065 162

0905 Bison Viewpoint Parking 33984 483

0906 Pavilion Springs 33985 1,407

0908 Little Niagara Parking 33986 5,702

0909A Buckhorn Pavilion Parking Area 33987 15,401 2,515.8 1.2 1,805 3.2

0909B Buckhorn Launch Parking Area 105818 10.6 6,378 1,041.8

0911 Guy Sandy Launch Area Parking 33989 11,908

0912 Vendome Parking 33881 3.5 4,963 810.7

0913 Hillside Spring Parking 33884 796

0914 Point Launch Area Parking 33992 15,321

0915A Bear Falls Parking A 55071 798

0921 Buckhorn RV Waste Station Parking 33930 1.3 1,958 3.5

0923 Guy Sandy Picnic Area Parking 33931 2.8 731 119.4

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)

233.0 = Tack Coat (Gal./ton)

\\usqts0vs01\Jobs\_Transportation\WXXZ7300_WFL_IDIQ 2021\WXXZ7363_24F00072N_OK_TX_PavePres\800_FHWA\72N\01-CADD\Sheets\_Tabs\[OK TX Proj_Sum_Shts_FP24 - Pre-Final.xlsm]BASE CHIC ROAD 2

TABULATION OF

SURFACING

QUANTITIES

CHICKASAW NATIONAL

RECREATION AREA

SHEET 2 OF 3

5/22/2025 13:42

FULL DEPTH

RECLAMATION

, METHOD 2,

6-INCH

DEPTH

ASPHALT

CONCRETE

PAVEMENT

FOG SEAL

CHIP SEAL,

TYPE 1C

EMULSIFIED

ASPHALT

Parking Areas

6,578

1,000

SURFACING TABULATION SHEET - BASE

PROJECT

SHEET

NUMBER

OK NP MULTI PMS(1)

TX NP MULTI PMS(2)

D.4

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

T H

ROADWAY

AGGREGATE,

METHOD 2

MILES SQFT

MICRO

SURFACING

, TYPE 2

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.

SHEET TOTAL 29.8 30,311 4,667.8 4.5 6,790 12.1 45,760

NPS PMIS No. 331401

Full depth reclamation, convert to gravel

44,154

10,408

2,580

13,378

11,673

2,453

1,460

4,351

12,661

51,315

154,856

137,891

7,182

17,624

57,398 Remove and place new wheel stops

107,175

41,664

7,160

41401-

41402-

41801-

42101-

42110-0000

50202-

60915-

FT FT

TON LNFT MILE SQYD SQYD SQYD TON LNFT EACH

0220CZ Sycamore Crossing C 33829 0.00 0.01 53 11.0

0405 Buckhorn Maintenance Road 33842 0.00 0.17 898 17.4

0406 Guy Sandy Maintenance Area Road 33844 0.00 0.10 528 14.0 0.7

0408 Superintendent's Residence #7 Road 33846 0.00 0.04 211 12.0 0.2

0409 Residence #2 Road 33847 0.00 0.16 845 12.0 0.16 87

0410 Maintenance Area Road 33848 0.00 0.13 686 19.7 0.13 39

0410 (1) Pullout 33848 0.01

0900 Nature Center Parking 33972 0.38 661

0901 Travertine Island Parking 33975 0.09 58

0902 Leeper House Parking 55064 0.02

0903 Bromide Hill Parking 33978 0.12 51

0904AZ B20 Lab Parking 55065 0.10 33 82

0904BZ Bromide Road Parking 55065 0.02

0904DZ Job Corps Bridge Parking 55065 0.01

0905 Bison Viewpoint Parking 33984 0.04

0906 Pavilion Springs 33985 0.11 26

0908 Little Niagara Parking 33986 0.44 447

0909A Buckhorn Pavilion Parking Area 33987 13.2 1,540

0909B Buckhorn Launch Parking Area 105818 5.5 73

0911 Guy Sandy Launch Area Parking 33989 0.92 66

0912 Vendome Parking 33881 4.3 400

0913 Hillside Spring Parking 33884 0.06 51

0914 Point Launch Area Parking 33992 1.19 178 1,000

0915A Bear Falls Parking A 55071 0.06

0921 Buckhorn RV Waste Station Parking 33930 0.15 82

0923 Guy Sandy Picnic Area Parking 33931 0.6 0.06 111

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\WXXZ7363_24F00072N_OK_TX_PavePres\800_FHWA\72N\01-CADD\Sheets\_Tabs\[OK TX Proj_Sum_Shts_FP24 - Pre-Final.xlsm]BASE CHIC ROAD 2 (2)

7,182

12,661

51,315

154,856

17,624

PROJECT

SHEET

NUMBER

OK NP MULTI PMS(1)

TX NP MULTI PMS(2)

D.5

SURFACING TABULATION SHEET - BASE

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

T H

TACK COAT

WHEELSTOP,

CONCRETE

MILES SQFT

SEALING

JOINTS AND

CRACKS

CRACKS,

CLEANING

AND FILLING

CRACKS,

CLEANING

AND

SEALING

ASPHALT

CONCRETE

PAVEMENT

PATCH,

TYPE 1

ASPHALT

CONCRETE

PAVEMENT

PATCH,

TYPE 2

SCRUB SEAL

POLYMER

MODIFIED

REJUVENATING

ASPHALTIC

EMULSION

2,580

13,378

1,000

44,154

Parking Areas

10,408

SHEET TOTAL

11,673

2,453

1,460

4,351

Remove and place new wheel stops57,398

6,578

107,175

41,664

7,160

137,891

CHICKASAW NATIONAL

RECREATION AREA

SHEET 2 (CONT.) OF 3

NPS PMIS No. 331401

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.

1,939 0 0.0 2,54024.5 0 4.07 433

6/16/25 4:06 PM

30202-2000 30402-5300 40302-0000 40601-

40702-

40711-

40901-2000

FT FT

TON SQYD SQYD TON SQYD TON SQYD

0925 Point Parking/End of 110 55077 2,600

0926AZ Bromide House Parking 55078 139

0926BZ Bromide RV Area Parking 55078 454

0926CZ Bromide Pavilion Area Parking 55078 648

0927 Parking Area East of Limestone Creek Bridge 33938 121

0929 Black Sulphur Springs Picnic Parking 33940 832

0930 Black Sulphur Springs Restroom Parking 55082 445

0931AZ Walnut Grove Picnic Area Parking A 55083 252

0931BZ Walnut Grove Picnic Area Parking B 55083 98

0931CZ Walnut Grove Picnic Area Parking C 55083 368

0931DZ Walnut Grove Picnic Area Parking D 55083 405

0931EZ Walnut Grove Picnic Area Parking E 55083 77

0931FZ Walnut Grove Picnic Area Parking F 55083 124

0931GZ Walnut Grove Picnic Area Parking G 55083 124

0931HZ Walnut Grove Picnic Area Parking H 55083 254

0934 Panther Falls Parking 55097 451

0935 Lincoln Bridge Parking 55098 264

0942 Guy Sandy Parking 55103 0.1 194 0.3

0960 Central Campground Restroom Parking 238080 180

0962Z Veterans Lake Boat Launch Parking 238071 679

0963Z Veterans Lake Road Parking C 238071 172

0964Z Veterans Lake Road Parking D 238071 169

0965Z Veterans Lake Road Parking E 238071 124

0966Z Veterans Lake Road Parking F 238071 91

0967Z East Trailhead Parking 238071 948

0968Z Veterans Lake Pavilion Parking Area 238071 1,547

0969AZ Veterans Lake West Trailhead Parking A 238081 279

0969BZ Veterans Lake West Trailhead Parking B 238081 209

Bison view (NE side of US-17) 0.9 96

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\WXXZ7363_24F00072N_OK_TX_PavePres\800_FHWA\72N\01-CADD\Sheets\_Tabs\[OK TX Proj_Sum_Shts_FP24 - Pre-Final.xlsm]BASE CHIC ROAD 3

SHEET

NUMBER

D.6

SURFACING TABULATION SHEET - BASE

PROJECT

OK NP MULTI PMS(1)

TX NP MULTI PMS(2)

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

T H

ROADWAY

AGGREGATE,

METHOD 2

MILES SQFT

MICRO

SURFACING,

TYPE 2

ASPHALT

CONCRETE

PAVEMENT

FOG SEAL

CHIP SEAL,

TYPE 1C

FULL DEPTH

RECLAMATION,

METHOD 2, 6-

INCH DEPTH

EMULSIFIED

ASPHALT

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.

SHEET TOTAL

8,533

13,927

CHICKASAW NATIONAL

RECREATION AREA

SHEET 3 OF 3

23,402

1,251

4,083

5,832

1,093

7,942

0.9 95.80

4,008

2,264

3,308

3,641

5/22/2025 13:46 NPS PMIS No. 331401

1,118

1,120

2,514

1,881

7,920

2,287

0.1

Add 4" of aggregate

194 0.3 12,054

Parking Areas

4,055

2,373

1,742

1,624

6,114 Do not treat concrete

1,552

1,519

1,113

41401-

41402-

41801-

42101-

42110-0000

50202-

60915-1000

FT FT

TON LNFT MILE SQYD SQYD SQYD TON LNFT EACH

0925 Point Parking/End of 110 55077 0.20

0926AZ Bromide House Parking 55078 0.01

0926BZ Bromide RV Area Parking 55078 0.04 24

0926CZ Bromide Pavilion Area Parking 55078 0.05

Parking Area East of Limestone Creek

Bridge 33938

0929 Black Sulphur Springs Picnic Parking 33940 0.06 20

0930 Black Sulphur Springs Restroom Parking 55082 0.03

0931AZ Walnut Grove Picnic Area Parking A 55083 0.02

0931BZ Walnut Grove Picnic Area Parking B 55083 0.01

0931CZ Walnut Grove Picnic Area Parking C 55083 0.03

0931DZ Walnut Grove Picnic Area Parking D 55083 0.03

0931EZ Walnut Grove Picnic Area Parking E 55083

0931FZ Walnut Grove Picnic Area Parking F 55083 0.01

0931GZ Walnut Grove Picnic Area Parking G 55083 0.01

0931HZ Walnut Grove Picnic Area Parking H 55083 0.02

0934 Panther Falls Parking 55097 0.03

0935 Lincoln Bridge Parking 55098 0.02

0942 Guy Sandy Parking 55103 0.01

0960 Central Campground Restroom Parking 238080

0962Z Veterans Lake Boat Launch Parking 238071 0.05 32

0963Z Veterans Lake Road Parking C 238071 0.01

0964Z Veterans Lake Road Parking D 238071 0.01

0965Z Veterans Lake Road Parking E 238071 0.01

0966Z Veterans Lake Road Parking F 238071 0.01

0967Z East Trailhead Parking 238071 0.07

0968Z Veterans Lake Pavilion Parking Area 238071 0.12 9

0969AZ Veterans Lake West Trailhead Parking A 238081 0.02

0969BZ Veterans Lake West Trailhead Parking B 238081 0.02

Bison view point (NE side of US-177 0.4

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)

233.0 = Tack Coat (Gal./ton)

\\usqts0vs01\Jobs\_Transportation\WXXZ7300_WFL_IDIQ 2021\WXXZ7363_24F00072N_OK_TX_PavePres\800_FHWA\72N\01-CADD\Sheets\_Tabs\[OK TX Proj_Sum_Shts_FP24 - Pre-Final.xlsm] BASE CHIC ROAD 3 (2)

PROJECT

SHEET

NUMBER

OK NP MULTI PMS(1)

TX NP MULTI PMS(2)

D.7

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

T H

TACK COAT

CRACKS,

CLEANING

AND FILLING

CRACKS,

CLEANING

AND

SEALING

Parking Areas

23,402

1,251

MILES SQFT

WHEELSTOP,

CONCRETE

ASPHALT

CONCRETE

PAVEMENT

PATCH, TYPE

ASPHALT

CONCRETE

PAVEMENT

PATCH, TYPE

SCRUB

SEAL

POLYMER

MODIFIED

REJUVENATIN

G ASPHALTIC

EMULSION

SEALING

JOINTS

AND

CRACKS

7,942

4,008

2,264

4,083

5,832

1,093

1,118

1,120

3,308

3,641

1,742

1,624

6,114 Do not treat concrete

2,287

4,055

2,373

8,533

13,927

1,552

1,519

1,113

2,514

1,881

7,920

NPS PMIS No. 331401

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.

CHICKASAW NATIONAL

RECREATION AREA

0 0.90 0 85 0 0.00.4SHEET TOTAL

6/16/25 4:07 PM

SURFACING TABULATION SHEET - BASE

SHEET 3 (CONT.) OF 3

40702-0300

40711-

40901-

FT FT

TON SQYD SQYD TON SQYD TON SQYD

0102 Plum Creek Access Road 83130 0.00 1.76 9,293 22.9 15.5

0102 (1) Pullout 83130 0.1

0200 Fritch Fortress Amphitheater Road 83134 0.00 0.76 4,013 27.5 7.9 12,262 22.0

0200 (1) Pullout 83134 0.1 200 0.4

0201 Cedar Canyon Access Road 83135 0.00 0.52 2,746 28.9 5.7

0202 Fritch Fortress Picnic Road 83136 0.00 0.36 1,901 17.2 7,266

0203 Spring Canyon Stilling Basin Road 83137 0.00 1.06 5,597 24.2 9.7 15,050 27.0

0204 Spring Canyon North View Point Road 83138 0.00 0.32 1,690 21.0 2.5 3,943 7.1

0205 Blue West Picnic Road 83139 0.00 0.72 3,802 24.9 6.8 10,519 18.8

0217 Sanford Yake Campground Loop 83146 0.00 0.60 3,168 24.0 5.4

0219 Bugbee Access Road 83149 0.00 0.53 2,798 27.7 5.5 8,612 15.4

0219 (1) Approach, (1) Pullout 83149 0.2 320 0.6

0221 Spring Canyon Road 83151 0.00 0.55 2,904 22.3 4.6 7,195 12.9

0223 Harbor Bay Picnic Loop Road 102590 0.00 0.14 739 17.8 1,462

0223 (5) Pullouts 102590 567

0400 Fritch Fortress Amphitheater Stage Access Road 105515 0.00 0.08 422 15.0 703

0900A Harbor Bay Parking A 91765 381

0900B Harbor Bay Parking B 104417 5,481

0901 Fritch Fortress Amphitheater Parking 91766 10,243

0902 Fritch Fortress Amphitheater Overflow Parking 91767 2,806

0903A Fritch Fortress Comfort Station Parking A 91768 226

0903B Fritch Fortress Comfort Station Parking B 104418 343

0904 Fritch Fortress Parking 91769 13,398

0905A Fritch Fortress Picnic Parking A 91770 314

0905B Fritch Fortress Picnic Parking B 104419 344

0905C Fritch Fortress Picnic Parking C 104420 316

0905D Fritch Fortress Picnic Parking D 104421 222

0905E Fritch Fortress Picnic Parking E 104422 226

0905F Fritch Fortress Picnic Parking F 104423 302

0905G Fritch Fortress Picnic Parking G 104424 454

0906 Fritch Fortress Dump Station 91771 902

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\WXXZ7363_24F00072N_OK_TX_PavePres\800_FHWA\72N\01-CADD\Sheets\_Tabs\[OK TX Proj_Sum_Shts_FP24 - Pre-Final.xlsm]BASE LAMR ROADS 1

LAKE MEREDITH NATIONAL

RECREATION AREA

SHEET 1 OF 2

SHEET

NUMBER

D.8

SURFACING TABULATION SHEET- BASE

PROJECT

FULL DEPTH

RECLAMATION,

METHOD 2, 6-

INCH DEPTH

OK NP MULTI PMS(1)

TX NP MULTI PMS(2)

BID ITEM NUMBER

Remarks

R O

U T E N

U M

B E R

ROUTE NAME FMSS No.

MILE TO MILE

MILES SQFT

FOG SEAL

CHIP SEAL,

TYPE 1CL

E N

G T H

T H

ASPHALT

CONCRETE

PAVEMENT

Scrub seal

1,200 Scrub seal

1,800

EMULSIFIED

ASPHALT

MICRO

SURFACING,

TYPE 2

ROADWAY

AGGREGATE,

METHOD 2

Fog seal paved ditch, do not treat concrete low water crossing

2,880

Do not treat concrete low water crossing

5,100

Scrub Seal

Double micro

Scrub seal

2,030

3,091

1,411 Double micro

60,291

Parking Areas

92,190

25,256

3,430

49,326

1,016 Double micro

1,546 Double micro

1,420 Double micro

1,003 Double micro

1,360 Double micro

2,043 Double micro

8,117

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.

45,956SHEET TOTAL 00 64.0 58,101 104.2

NPS PMIS No. 3310415/22/2025 13:56

41401-

41402-

41801-

42101-

42110-0000 50202-0000

60915-

FT FT

TON LNFT MILE SQYD SQYD SQYD TON LNFT EACH

0102 Plum Creek Access Road 83130 0.00 1.76 9,293 22.9 60 23,646 43.0

0102 (1) Pullout 83130 133 0.2

0200 Fritch Fortress Amphitheater Road 83134 0.00 0.76 4,013 27.5 0.76

0200 (1) Pullout 83134 0.02

0201 Cedar Canyon Access Road 83135 0.00 0.52 2,746 28.9 200 117 8,818 15.8

0202 Fritch Fortress Picnic Road 83136 0.00 0.36 1,901 17.2 0.36

0203 Spring Canyon Stilling Basin Road 83137 0.00 1.06 5,597 24.2 1.06 25

0204 Spring Canyon North View Point Road 83138 0.00 0.32 1,690 21.0 0.32 42

0205 Blue West Picnic Road 83139 0.00 0.72 3,802 24.9 0.72 18

0217 Sanford Yake Campground Loop 83146 0.00 0.60 3,168 24.0 64 8,448 15.2

0219 Bugbee Access Road 83149 0.00 0.53 2,798 27.7 0.53

0219 (1) Approach, (1) Pullout 83149 0.02

0221 Spring Canyon Road 83151 0.00 0.55 2,904 22.3 0.55 21

0223 Harbor Bay Picnic Loop Road 102590 0.00 0.14 739 17.8 0.14 30

0223 (5) Pullouts 102590 0.04

0400 Fritch Fortress Amphitheater Stage Access Road 105515 0.00 0.08 422 15.0 0.08

0900A Harbor Bay Parking A 91765

0900B Harbor Bay Parking B 104417

0901 Fritch Fortress Amphitheater Parking 91766 850 0.79 17 103

0902 Fritch Fortress Amphitheater Overflow Parking 91767 500 0.22 53

0903A Fritch Fortress Comfort Station Parking A 91768 0.02

0903B Fritch Fortress Comfort Station Parking B 104418 0.03

0904 Fritch Fortress Parking 91769

0905A Fritch Fortress Picnic Parking A 91770 0.01

0905B Fritch Fortress Picnic Parking B 104419 0.01

0905C Fritch Fortress Picnic Parking C 104420 0.01

0905D Fritch Fortress Picnic Parking D 104421 0.01 7

0905E Fritch Fortress Picnic Parking E 104422 0.01

0905F Fritch Fortress Picnic Parking F 104423 0.01

0905G Fritch Fortress Picnic Parking G 104424 0.02 13

0906 Fritch Fortress Dump Station 91771 0.07 7

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)

SURFACING TABULATION SHEET- BASE

NPS PMIS No. 331041

1,420

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.

LAKE MEREDITH NATIONAL

RECREATION AREA

SHEET 1 (CONT.) OF 2

41,045 74.2 00.0 1,550 5.81 17 560SHEET TOTAL

8,117

60,291

1,411 Double micro

1,546 Double micro

Double micro

1,003 Double micro

1,016 Double micro

1,360 Double micro

2,043 Double micro

25,256

2,030

3,091

3,430

49,326

92,190

5,100

Parking Areas

Scrub seal

Fog seal paved ditch, do not treat concrete low water crossing

2,880

1,800

Scrub seal

Double micro

Scrub seal

1,200 Scrub seal

Do not treat concrete low water crossing

MILES SQFT

SEALING

JOINTS AND

CRACKS

CRACKS,

CLEANING

AND

FILLING

CRACK,

CLEANING

AND

SEALING

ASPHALT

CONCRETE

PAVEMENT

PATCH,

TYPE 1

ASPHALT

CONCRETE

PAVEMENT

PATCH,

TYPE 2

SCRUB

SEAL

POLYMER

MODIFIED

REJUVENATING

ASPHALTIC

EMULSION

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

T H

TACK COAT

WHEELSTOP

, CONCRETE

PROJECT

SHEET

NUMBER

OK NP MULTI PMS(1)

TX NP MULTI PMS(2)

D.9

30202-2000 30402-5300 40302-

40601-

40702-0300

40711-

40901-

FT FT

TON SQYD SQYD TON SQYD TON SQYD

0907 Plum Creek Parking 91772 5.9

0908 Cedar Canyon Parking 91773 7,012

0909 Cedar Canyon Overflow Parkng 91774 6,143

0910 Cedar Canyon RV Dump Station 91775 866

0911 Cedar Canyon Kiosk Parking 91776 0.3

0912 Sanford Yake Upper Marina Parking 91777 15,573

0913 Sanford Yake Lower Marina Parking 91778 4,624

0914 Sanford Yake Comfort Station Parking 91779 0.5

0915A Sanford Yake Campground Parking A 91780 0.3

0915B Sanford Yake Campground Parking B 104425 0.3

0916 Cedar Canyon Ranger Station Parking 91782 3,732

0918A Spring Canyon Parking A 91784 1,242

0918B Spring Canyon Parking B 104434 331

0918C Spring Canyon Parking C 104435 235

0918D Spring Canyon Parking D 104436 264

0918E Spring Canyon Parking E 104437 1,465

0918F Spring Canyon Parking F 104438 688

0919 Spring Canyon Kiosk Parking 91787 1,363

0921 Spring Canyon North View Point Parking 91813 1,056

0924 Bugbee Picnic Area 91816 0.1 115 0.2

0925 Park Headquarters Visitor Parking 104449 973

0929A Harbor Bay Picnic Parking A 91819 92

0929B Harbor Bay Picnic Parking B 104439 120

0930 Harbor Bay Kiosk Parking 91820 409

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\WXXZ7363_24F00072N_OK_TX_PavePres\800_FHWA\72N\01-CADD\Sheets\_Tabs\[OK TX Proj_Sum_Shts_FP24 - Pre-Final.xlsm]BASE LAMR ROADS 2

55,285

SHEET TOTAL 0 7.4 115

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.

LAKE MEREDITH NATIONAL

RECREATION AREA

SURFACING TABULATION SHEET - BASE

PROJECT

SHEET

NUMBER

OK NP MULTI PMS(1)

TX NP MULTI PMS(2)

D.10

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

T H

ASPHALT

CONCRETE

PAVEMENT

ROADWAY

AGGREGATE,

METHOD 2

FULL DEPTH

RECLAMATION,

METHOD 2, 6-

INCH DEPTH

FOG SEAL

CHIP SEAL,

TYPE 1C

EMULSIFIED

ASPHALT

MICRO

SURFACING,

TYPE 2

MILES SQFT

2,374

3,826 Scrub seal

33,587

11,181

Parking Areas

140,157

Scrub seal

82,602 Scrub seal

63,110

2,983

7,795

3,580 Scrub seal

41,617

0 46,1880.2

331041

6,650 Scrub seal

3,507

3,678

6,192

12,271

2,118

13,182

5/22/2025 13:58

SHEET 2 OF 2

NPS PMIS No.

1,078

9,507

1,034

8,761 Remove and reset wheel stops

41401-

41402-

41801-

42101-

42110-0000

50202-

60915-

FT FT

TON LNFT MILE SQYD SQYD SQYD TON LNFT EACH

0907 Plum Creek Parking 91772 9,178 16.4

0908 Cedar Canyon Parking 91773 800 0.54 176

0909 Cedar Canyon Overflow Parkng 91774 0.48 107

0910 Cedar Canyon RV Dump Station 91775 0.07 42

0911 Cedar Canyon Kiosk Parking 91776 398 0.7

0912 Sanford Yake Upper Marina Parking 91777 200 1.21 576

0913 Sanford Yake Lower Marina Parking 91778

0914 Sanford Yake Comfort Station Parking 91779 36 49 739 1.3

0915A Sanford Yake Campground Parking A 91780 390 0.7

0915B Sanford Yake Campground Parking B 104425 425 0.8

0916 Cedar Canyon Ranger Station Parking 91782 0.29 117

0918A Spring Canyon Parking A 91784 0.10

0918B Spring Canyon Parking B 104434

0918C Spring Canyon Parking C 104435

0918D Spring Canyon Parking D 104436

0918E Spring Canyon Parking E 104437 0.11

0918F Spring Canyon Parking F 104438

0919 Spring Canyon Kiosk Parking 91787 0.11

0921 Spring Canyon North View Point Parking 91813 0.08

0924 Bugbee Picnic Area 91816 0.01

0925 Park Headquarters Visitor Parking 104449 0.08 147

0929A Harbor Bay Picnic Parking A 91819 0.01

0929B Harbor Bay Picnic Parking B 104439 0.01

0930 Harbor Bay Kiosk Parking 91820 0.03

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\WXXZ7363_24F00072N_OK_TX_PavePres\800_FHWA\72N\01-CADD\Sheets\_Tabs\[OK TX Proj_Sum_Shts_FP24 - Pre-Final.xlsm]BASE LAMR ROADS 2 (2)

SURFACING TABULATION SHEET - BASE

NPS PMIS No. 331041

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.

LAKE MEREDITH NATIONAL

RECREATION AREA

SHEET 2 (CONT.) OF 2

11,130 19.9 00.0 1,000 3.13 36 1,214SHEET TOTAL

3,678

1,078

9,507

1,034

8,761 Remove and reset wheel stops

13,182

6,192

12,271

2,983

2,118

2,374

33,587

11,181

41,617

6,650 Scrub seal

3,507 Scrub seal

140,157

82,602 Scrub seal

63,110

55,285

3,826 Scrub seal

Parking Areas

7,795

3,580 Scrub seal

WHEELSTOP

, CONCRETE

TACK COAT

SEALING

JOINTS AND

CRACKS

CRACKS,

CLEANING

AND

FILLING

CRACK,

CLEANING

AND

SEALING

ASPHALT

CONCRETE

PAVEMENT

PATCH, TYPE

ASPHALT

CONCRETE

PAVEMENT

PATCH, TYPE

SCRUB

SEAL

POLYMER

MODIFIED

REJUVENATING

ASPHALTIC

EMULSION

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

T H

MILES SQFT

PROJECT

SHEET

NUMBER

OK NP MULTI PMS(1)

TX NP MULTI PMS(2)

D.11

40702-0300

40711-

40901-2000

FT FT

TON SQYD SQYD TON SQYD TON SQYD

Maintenance Road 6.5 322 35.1

0900 Visitor Center Parking Loop 238027 4,382

0904 Washita Battlefield Overlook Parking 241631

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\WXXZ7363_24F00072N_OK_TX_PavePres\800_FHWA\72N\01-CADD\Sheets\_Tabs\[OK TX Proj_Sum_Shts_FP24 - Pre-Final.xlsm]BASE WABA ROADS 1 _

SURFACING TABULATION SHEET - BASE

PROJECT

SHEET

NUMBER

OK NP MULTI PMS(1)

TX NP MULTI PMS(2)

D.12

FULL DEPTH

RECLAMATION,

METHOD 2, 6-

INCH DEPTH

ASPHALT

CONCRETE

PAVEMENT

FOG SEAL

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

T H

ROADWAY

AGGREGATE,

METHOD 2

CHIP SEAL,

TYPE 1C

EMULSIFIED

ASPHALT

MICRO

SURFACING,

TYPE 2

Parking Areas

39,439

Do not treat concrete, seal concrete joints as directed by CO

MILES SQFT

2,900 2" overlay

4,382SHEET TOTAL 6.5 322 35.1 0.0

BASE TOTAL 157.5 39,612 7,166.8 201.3 259,465

0 0.0

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. 331296

WASHITA BATTLEFIELD

NATIONAL HISTORIC SITE

SHEET 1 OF 1

464.7 167,333

6/16/2025 16:39

41201-0000 41401-

41402-

41801-

42101-0000 42110-0000

50202-

60915-1000

FT FT

TON LNFT MILE SQYD SQYD SQYD TON LNFT EACH

Maintenance Road 0.1

0900 Visitor Center Parking Loop 238027 0.34 222

0904 Washita Battlefield Overlook Parking 241631 200

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\WXXZ7363_24F00072N_OK_TX_PavePres\800_FHWA\72N\01-CADD\Sheets\_Tabs\[OK TX Proj_Sum_Shts_FP24 - Pre-Final.xlsm]BASE WABA ROADS 1(2)

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.

52,175 94.1 2,74037.5 2,550 26.67 3,009 6,284BASE TOTAL 127

0 222 0 0.0 200 0

Parking Areas

SHEET TOTAL 0.1 0 0.34

NPS PMIS No. 331296

WASHITA BATTLEFIELD

NATIONAL HISTORIC SITE

SHEET 1 (CONT.) OF 1

Do not treat concrete, seal concrete joints as directed by CO

39,439

2,900

TACK COAT

CRACKS,

CLEANING

AND

FILLING

CRACKS,

CLEANING

AND

SEALING

ASPHALT

CONCRETE

PAVEMENT

PATCH,

TYPE 1

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

H ASPHALT

CONCRETE

PAVEMENT

PATCH,

TYPE 2

SCRUB SEAL

POLYMER

MODIFIED

REJUVENATING

ASPHALTIC

EMULSION

SEALING

JOINTS

AND

CRACKS

MILES SQFT

WHEELSTOP,

CONCRETE

SURFACING TABULATION SHEET - BASE

PROJECT

SHEET

NUMBER

OK NP MULTI PMS(1)

TX NP MULTI PMS(2)

D.13

30202-2000 30402-5300 40302-0000 41201-0000

FT FT

TON SQYD SQYD TON

0209AZ Rock Creek Campground Road A 33543 0.00 0.75 3,960 14.0 68.8 6,160 1,006.2 5.3

0209AZ (32) Slips 33543 41.5 2,756 450.1 2.4

0209BZ Rock Creek Campground Road B 33543 0.00 0.35 1,848 14.0 32.1 2,875 469.6 2.5

0209BZ (21) Slips 33543 25.3 1,556 254.1 1.3

0209CZ Rock Creek Campground Road C 33543 0.00 0.05 264 14.0 4.6 411 67.1 0.4

0209CZ (1) Slip 33543 1.9 156 25.4 0.1

0209DZ Rock Creek Campground Road D 33543 0.00 0.06 317 14.0 5.5 493 80.5 0.4

0209DZ (3) Slips 33543 5.6 467 76.2 0.4

0209EZ Rock Creek Campground Road E 33543 0.00 0.07 370 14.0 6.4 576 94.0 0.5

0209EZ (3) Slips 33543 5.6 467 76.2 0.4

0209FZ Rock Creek Campground Road F 33543 0.00 0.07 370 14.0 6.4 576 94.0 0.5

0209FZ (5) Slips 33543 9.4 778 127.1 0.7

0209GZ Rock Creek Campground Road G 33543 0.00 0.08 422 14.0 7.3 656 107.2 0.6

0209GZ (6) Slips 33543 11.3 933 152.5 0.8

0209HZ Rock Creek Campground Road H 33543 0.00 0.06 317 14.0 5.5 493 80.5 0.4

0209HZ (5) Slips 33543 9.4 778 127.1 0.7

0209IZ Rock Creek Campground Road I 33543 0.00 0.09 475 14.0 8.3 739 120.7 0.6

0209IZ (3) Slips 33543 4.9 400 65.3 0.3

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)

SURFACING TABULATION SHEET- OPTION X

PROJECT

SHEET

NUMBER

OK NP MULTI PMS(1)

TX NP MULTI PMS(2)

D.14

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

T H

8,400

7,000

MILES SQFT

ROADWAY

AGGREGATE,

METHOD 2

FULL DEPTH

RECLAMATION,

METHOD 2, 6-INCH

DEPTH

ASPHALT CONCRETE

PAVEMENT

TACK COAT

24,800

14,000

3,600

7,000

1,400

4,200

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.

3,473.9OPTION X TOTAL 259.7 21,267

CHICKASAW NATIONAL RECREATION

AREA

NPS PMIS No. 331401

18.3

40601-0000 40702-0300 40711-0000 40901-2000 41402-2000 41801-1000 41801-2000

TON SQYD TON SQYD MILE SQYD SQYD

0204 Point Campground Access Road…

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 Nov 5, 2025.