01_NM NP MULTI PMIS(1) Final Plans 082324_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

A.1

NEW MEXICO KEY MAP

NEW MEXICO

PAVEMENT PRESERVATION

RATON

ALBUQUERQUE

SANTA FE

SOCORRO

LAS

LAS

CRUCES

VEGAS

Tucumcari

Farmington

Taos

Santa Rosa

Roswell

Carlsbad

Alamogordo

Silver

City

Cuba

Bernalillo

Dulce

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

COLORADO

OKLA.

T E

X A

S

TEXAS

MEXICO

A R I Z

O N

A

NATIONAL PARK SERVICE

U.S. DEPARTMENT OF THE INTERIOR

WHITE SANDS NATIONAL PARK (WHSA)

SALINAS PUEBLO MISSION NATIONAL MONUMENT (SAPU)

PETROGLYPH NATIONAL MONUMENT (PETR)

PECOS NATIONAL HISTORICAL PARK (PECO)

OLD SANTA FE TRAIL BUILDING (OSTB)

GILA CLIFF DWELLINGS NATIONAL MONUMENT (GICL)

FORT UNION NATIONAL MONUMENT (FOUN)

EL MORRO NATIONAL MONUMENT (ELMO)

EL MALPAIS NATIONAL MONUMENT (ELMA)

CHACO CULTURE NATIONAL HISTORICAL PARK (CHCU)

CAPULIN VOLCANO NATIONAL MONUMENT (CAVO)

CARLSBAD CAVERNS NATIONAL PARK (CAVE)

AZTEC RUINS NATIONAL MONUMENT (AZRU)

APPROVED:

DATE:

DATE:

Western Federal Lands Highway Division

Chief of Engineering

DATE:

DATE:

Carlsbad Caverns National Park Superintendent, DATE:

DATE:

DATE:

DATE:

Capulin Volcano National Monument Superintendent, Fort Union National Monument Superintendent, Gila Cliff Dwellings National Monument Superintendent, Pecos National Historical Park Superintendent, Project Locations

See Sheet A.2 for Sheet Index

Chaco Culture National Historical Park Aztec Ruins National Monument Superintendent, DATE:

DATE:

DATE:

Petroglyph National Monument (PETR) Superintendent, Salinas Pueblo Mission National Monument (SAPU) Superintendent, White Sands National Park (WHSA) Superintendent, El Morro National Monument El Malpais National Monument Superintendent, DATE:

NM NP MULTI PMS(1)

330870(SAPU), 330918(WHSA)

330919(GICL), 330778(OSTB), 330807(PECO), 330772(PETR),

330944(CHCU), 331597(ELMA), 331606(ELMO), 331170(FOUN),

PMIS PKG. NO 330969(AZRU), 330923(CAVE), 331156(CAVO),

SAN MIGUEL, SANTA FE, SOCORRO TORRANCE, UNION COUNTIES NEW MEXICO

BERNALILLO, CATRON, CIBOLA, EDDY, MORA, OTERO, SAN JUAN,

OPTION Y PECO DRAINAGE REPAIRS

OPTION X OSTB PARKING AREAS AND DRAINAGE REPAIRS

LENGTH BASE 33.49 MILES & PARKING AREAS

By Letter

By Letter

By Letter

By Letter

By Letter

By Letter

By Letter

By Letter

By Letter

By Letter

By Letter

Old Santa Fe Trail Building Facilities Program Manager, PROJECT

NUMBER

SHEET

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

d g n

J u n

P

M

NM NP MULTI PMS(1)

NPS PMIS NO.: 330778, 330969, 330923, 331156, 330944, 331597, 331606, 331170, 330919, 330807, 330772, 330870, 330918

MSE ILM LSAJ

P R R

O E

EFE NIS GS NIO E N LA

EM X ICW OE

N

29711

A.2

SHEET INDEX

PROJECT

NUMBER

SHEET

C

A D

D S h e e ts A A .2 .d g n

J u n

P

M

NM NP MULTI PMS(1)

NPS PMIS NO.: 330778, 330969, 330923, 331156, 330944, 331597, 331606, 331170, 330919, 330807, 330772, 330870, 330918

MSE ILM LSAJ

P R R

O E

EFE NIS GS NIO E N LA

EM X ICW OE

NPS PMIS No. 33078, 322958, 330969, 330923, 331156, 330944, 331597, 331606, 331170, 330919, 330807, 330772, 330870, 330918

Sheet and Description

SECTION D SECTION E SECTION F

PLANS

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0060 15401-0000 CONTRACTOR TESTING LPSM ALL

A0080 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0100 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 12.3 0.7 13.0

A0120 30402-5000 FULL DEPTH RECLAMATION, METHOD 2 (4-INCH DEPTH) SQYD 3,889 111 4,000

A0140 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 635 35 670

A0160 40601-0000 FOG SEAL TON 268.9 11.1 280.0

A0180 40702-0300 CHIP SEAL, TYPE 1C SQYD 410,764 29,236 440,000

A0220 40711-0000 EMULSIFIED ASPHALT TON 735.8 34.2 770.0

A0240 40712-0000 BLOTTER TON 40 As directed by CO

A0260 40901-2000 MICRO SURFACING, TYPE 2 SQYD 132,982 3,018 136,000

A0280 41401-3000 CRACKS, CLEANING AND FILLING LNFT 1,500 100 1,600

A0300 41402-2000 CRACKS, CLEANING AND SEALING Parking area crack sealing converted to

MILE 39.83 1.17 41.00 units of miles (22' width)

A0320 41801-1000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1 SQYD 460 70 530 As directed by CO

A0340 41801-2000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2 SQYD 8,319 681 9,000 As directed by CO

A0360 57501-0000 MINOR BRIDGE WORK LPSM All ALL See CHCU AREA MAP 1 sheet D.23

A0380 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 80

A0400 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET, 18-INCH WIDTH HOUR 80

A0420 62201-2360 VACUUM SWEEPER HOUR 80

A0440 62301-0000 GENERAL LABOR HOUR 80

A0460 63315-0000 RUMBLE STRIP SQYD 117 3 120

A0480 63401-0000 PAVEMENT MARKINGS (TYPE B) LNFT 1,019,573 50,427 1,070,000

A0500 63405-0050 PAVEMENT MARKINGS, SYMBOLS (TYPE B) EACH 286 14 300

A0520 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE EACH 440 440

A0540 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN EACH 2 2

A0560 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS LNFT 151,800 13,200 165,000

A0580 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 274 56 330

A0600 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 6,800 6,800

A0620 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 500 500

A0640 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR DAY 180 180

MileStone: Final

Date Completed: 06/25/24

Report Date: 06/25/24

A

M

E

N

D

Line

Item

No.

Pay Item

Number

SUMMARY OF QUANTITIES - BASE

-A u g -2

:2 A

M

Remarks and/or Determination of Estimated QuantityPay Item Description Unit

Estimated

Quantities u s q ts v s \J o b s

T ra n s p o rt a ti o n \W

X X Z W

F L

ID

IQ

\W

X X Z F N

N

M P a v e P re s \8

F H

W A \2

F N

\0 -C

A D

D \S h e e ts

\B s u m m a ry x ls m ]S h e e t

PROJECT

B.1

NM NP MULTI PMS(1)

SHEET

NUMBER

MSE ILM LSAJ

P R R

O E

EFE NIS GS NIO E N LA

EM X ICW OE

NPS PMIS NO.: 330778

Sheet and Description

SECTION D SECTION F SECTION G

PLANS

PERMANENT

TRAFFIC

CONTROL

DRAINAGE

REPAIR

ALLOWANCE Bid Schedule

X0020 15101-0000 MOBILIZATION LPSM ALL

X0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

X0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

X0080 15401-0000 CONTRACTOR TESTING LPSM ALL

X0100 15701-0000 SOIL EROSION CONTROL LPSM All ALL

X0120 20303-1900 REMOVAL OF PAVEMENT, ASPHALT, 3-INCH DEPTH SQYD 1,500 70 1,570

X0140 20303-3300 REMOVAL OF SIDEWALK, STONE SQYD 14 1 15

X0160 20401-0000 ROADWAY EXCAVATION CUYD 500 50 550

X0180 25101-2100 PLACED RIPRAP, METHOD B, CLASS 1 CUYD 4 1 5

X0200 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 460.0 40.0 500.0

X0220 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 230 20 250

X0240 40601-0000 FOG SEAL TON 1.0 0.1 1.1

X0260 40901-2000 MICRO SURFACING, TYPE 2 SQYD 5,252 248 5,500

X0280 41101-1000 PRIME COAT, METHOD 1 TON 1.0 0.1 1.1

X0300 41402-2000 CRACKS, CLEANING AND SEALING MILE 0.30 0.04 0.34

X0320 41801-2000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2 SQYD 413 37 450

X0340 60801-0400 PAVED WATERWAY, TYPE 4 SQYD 90 5 95

X0360 60901-1000 CURB, CONCRETE, 12-INCH DEPTH LNFT 50 50

X0380 60910-0000 RESET CURB (STONE) LNFT 50 5 55

X0400 62301-0000 GENERAL LABOR HOUR 40

X0420 63401-0000 PAVEMENT MARKINGS (TYPE B) LNFT 7,056 444 7,500

X0440 63405-0050 PAVEMENT MARKINGS, SYMBOLS (TYPE B) EACH 10 1 11

X0460 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM All ALL

-J u n -2

:2 P

M

MileStone: Final

Date Completed: 06/25/24

Report Date: 06/25/24 u s q ts v s \J o b s

T ra n s p o rt a ti o n \W

X X Z W

F L

ID

IQ

\W

X X Z F N

N

M P a v e P re s \8

F H

W A \2

F N

\0 -C

A D

D \S h e e ts

\B s u m m a ry x ls m ]S h e e t

(2

SUMMARY OF QUANTITIES - Option X

A

M

E

N

D

Line

Item

No.

Pay Item

Number Pay Item Description Unit

Estimated

Quantities

Remarks and/or Determination of Estimated Quantity

PROJECT

B.2

NM NP MULTI PMS(1)

SHEET

NUMBER

MSE ILM LSAJ

P R R

O E

EFE NIS GS NIO E N LA

EM X ICW OE

NPS PMIS NO.: 330807

SECTION G

DRAINAGE REPAIR ALLOWANCE Bid Schedule

Y0020 15101-0000 MOBILIZATION LPSM ALL

Y0040 15215-7000 SURVEY AND STAKING, PARKING AREA EACH 1 1

Y0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

Y0080 15401-0000 CONTRACTOR TESTING LPSM ALL

Y0100 15701-0000 SOIL EROSION CONTROL LPSM All ALL

Y0120 20302-0500 REMOVAL OF CURB, CONCRETE LNFT 200 200

Y0140 20303-1900 REMOVAL OF PAVEMENT, ASPHALT, 3-INCH DEPTH SQYD 1,076 124 1,200

Y0160 20401-0000 ROADWAY EXCAVATION CUYD 514 36 550

Y0180 20435-2500 BACKFILL, PERMEABLE CUYD 386 14 400

Y0200 20701-0100 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE A SQYD 2,300 100 2,400

Y0220 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 224.0 16.0 240.0

Y0240 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 175 15 190

Y0260 40601-0000 FOG SEAL TON 1 1

Y0280 41101-1000 PRIME COAT, METHOD 1 TON 1 1

Y0300 60901-1700 CURB, CONCRETE, 18-INCH DEPTH (COLORED) LNFT 200 200

Y0320 62301-0000 GENERAL LABOR HOUR 80

Y0340 62405-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH SQYD 130 130

Y0360 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

-J u n -2

:2 P

M

MileStone: Final

Date Completed: 06/25/24

Report Date: 06/25/24 u s q ts v s \J o b s

T ra n s p o rt a ti o n \W

X X Z W

F L

ID

IQ

\W

X X Z F N

N

M P a v e P re s \8

F H

W A \2

F N

\0 -C

A D

D \S h e e ts

\B s u m m a ry x ls m ]S h e e t

(3

SUMMARY OF QUANTITIES - Option Y

A

M

E

N

D

Line

Item

No.

Pay Item

Number Pay Item Description Unit

Estimated

Quantities

Remarks and/or Determination of Estimated Quantity

PROJECT

B.3

NM NP MULTI PMS(1)

SHEET

NUMBER

MSE ILM LSAJ

P R R

O E

EFE NIS GS NIO E N LA

EM X ICW OE

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

For Roadway Width or Parking Lot Dimensions

See Surfacing Tabulation Sheets

Chip seal, Type 1C

CL

CL

Existing pavement section

, Type 2Micro Surfacing

Emulsified Asphalt for chip seal.

adjacent asphalt curb and paved ditch where present,

4. Fog seal pavement edge to pavement edge, including locations.

micro-surfacing or chip sealing. See section D for

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, 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.13 for

Slope

Variable

Construction Limits onstruction LimitsC

Var ies

Varies

CAPE 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

, Type 2Micro Surfacing

PROJECT

NUMBER

SHEET

S h e e ts C C

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

O c t-

A

M

NM NP MULTI PMS(1)

NPS PMIS NO.: 322958, 330969, 330923, 331156, 330944, 331597, 331606, 331170, 330919, 330807, 330772, 330870, 330918

MSE ILM LSAJ

P R R

O E

EFE NIS GS NIO E N LA

EM X ICW OE

TYPICAL SECTION

C.2

NO SCALE

Slope

Variable

Construction Limits onstruction LimitsC

Var ies

Grade varies Grade varies

Parking Lot Width

For Roadway or See Note 1

8' minimum

Taper [1] [1]

Tack Coat

PMIS Pkg No. : 326835

LC

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

8' transition section

Tapered wedge

CURB DETAIL

1:4 asphalt surface

Existingedge of asphalt

Existing existing ground

Approximate appearance.

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

Roadway Aggregate, Method 2

Shoulder up with

Prime Coat

Detail below

See Safety Edge

Fog Seal

Prime Coat

Fog Seal

Increase width at ABA areas to maintain slopes of less than 2%.

by the CO to transition the finished surface to match existing.

width of 8' adjacent to all curbs, gutters, sidewalks, and as directed

Reduce the thickness of Full Depth Reclamation layer for minimum

FOOTNOTE:

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

other appurtenances during all surface treatment operations.

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 surface treatment.

1. Refer to Surfacing Tabulation D Sheets for extent of asphalt in place

Protect existing curb and gutter

SAPU QUARAI VISITOR CENTER PARKING ROUTE 0901

SAPU GRAN QUIVIRA VISITOR CENTER PARKING ROUTE 0900

FULL DEPTH RECLAMATION)

(3-INCH OVERLAY AND 4-INCH

ASPHALT CONCRETE PAVEMENT

TYPICAL SECTION

EDGE DETAIL

method 2, (4-inch depth)

Full depth reclamation, method 2, (4-inch depth)

Full depth reclamation, [1]

[1] method 2, (4-inch depth)

Full depth reclamation, Asphalt concrete pavement, type 1

Asphalt concrete pavement, type 1

PROJECT

NUMBER

SHEET

C C .2 T y p ic a l S e c ti o n .d g n

A u g

P

M

NM NP MULTI PMS(1)

NPS PMIS NO.: 330778, 330969, 330923, 331156, 330944, 331597, 331606, 331170, 330919, 330807, 330772, 330870, 330918

MSE ILM LSAJ

P R R

O E

EFE NIS GS NIO E N LA

EM X ICW OE

Greater than 1"

CRACK SEALING AND FILLING

CRACK SEALING AND FILLING

ASPHALT PAVEMENT

C.3 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.

PROJECT

NUMBER

SHEET

C

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

O c t-

A

M

NM NP MULTI PMS(1)

NPS PMIS NO.: 322958, 330969, 330923, 331156, 330944, 331597, 331606, 331170, 330919, 330807, 330772, 330870, 330918

MSE ILM LSAJ

P R R

O E

EFE NIS GS NIO E N LA

EM X ICW OE

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.4

PATCH TYPE 1 & 2 DETAILS

ASPHALT CONCRETE PAVEMENT

NO SCALE

conditions encountered at time of construction.

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

[1][1]

V a r ie s

V a r ie s

Pay Limits

Fog seal

Pay Limits

6" crushed aggregate of the patch

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

For Type 1 patch, place stabilization geogrid between

Tack coat

Tack coat

(Place in two lifts)

4" Asphalt concrete, Type II

(Place in two lifts) 4" Asphalt concrete, Type II

Stabilization geogrid [1]

PROJECT

NUMBER

SHEET

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

O c t-

P

M

NM NP MULTI PMS(1)

NPS PMIS NO.: 33078, 322958, 330969, 330923, 331156, 330944, 331597, 331606, 331170, 330919, 330807, 330772, 330870, 330918

MSE ILM LSAJ

P R R

O E

EFE NIS GS NIO E N LA

EM X ICW OE

30202-

30402-5000

40301-

40601-

40702-

40711-

40901-

41401-

41402-

41801-

41801-

FT FT

TON SQYD TON TON SQYD TON SQYD LNFT MILE SQYD SQYD

0010 Aztec Ruins Entrance Road 236120 0.00 0.07 370 27.0 1,110 0.07 22

0900 Museum Main Parking (LA-45E3) 79469 2,044 0.16 204

0901 Western Parking Lot 79471 3,746 0.29 203

0902 Government Parking 236346 95 0.01

0904 Maintenance Parking 79716 1,689 0.13 188

0905 Cultural Resources Division Parking 236347 784 0.06 57

0906 Visitor Center Lot 2 Parking 237560 127 0.01

145.2 = Hot Asphalt Concrete (lbs/cuft) 0.43 = Emulsified Asphalt (Gal./sqyd)

0.15 = Fog Seal (Gal./sqyd) 240.0 = Emulsified Asphalt (Gal./ton)

233.0 = Fog Seal (Gal./ton) 0.10 = Tack Coat (Gal./sqyd)

233.0 = Tack Coat (Gal./ton)

\\usqts0vs01\Jobs\_Transportation\WXXZ7300_WFL_IDIQ 2021\WXXZ7340_23F00026N_NM_Pave Pres\800_FHWA\23F00026N\01-CADD\Sheets\_Tabs\[NM Proj_Sum_Shts_Pre-Final.xlsm]AZRU_ROADS

L E N

G T H

W

ID

T H

BID ITEM NUMBER

0.0 0

MILE TO MILE

CRACK,

CLEANING

AND

SEALING

SQFT

Remove and reset wheel stops

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

8/23/24 8:24 AM

AZTEC RUINS NATIONAL

MONUMENT

330969NPS PMIS No.

NOTE: Protect sidewalks, inlets, grates, stone walls, curb and gutter, manhole covers, curbs, walls, wheel stops, asphalt curbs, cattle guards, wood curbs, buildings, stone curbs, rock curbs, valves, concrete swales, log curbs, etc.

SHEET

NUMBER

D.1

Material Application Rates and Weights Used for Estimating Purposes

0SHEET TOTAL 9,595 00.73 6740.0

TABULATION OF

SURFACING

QUANTITIES

FMSS No.

SURFACING TABULATION SHEET - BASE

ROUTE NAME

MILES

ASPHALT

CONCRETE

PAVEMENT

PATCH, TYPE

FOG SEAL

CHIP SEAL,

TYPE 1C

ASPHALT

CONCRETE

PAVEMENT

PATCH, TYPE

R O

U T E N

U M

B E R

CRACKS,

CLEANING

AND FILLING

PROJECT

NM NP MULTI PMS(1)

MICRO

SURFACING,

TYPE 2

1,143

Parking Areas

33,713

7,057

15,201 Remove and reset wheel stops

18,400

EMULSIFIED

ASPHALT

Remarks

ASPHALT

CONCRETE

PAVEMENT,

TYPE 1

0.0

FULL DEPTH

RECLAMATION

, METHOD 2

(4-INCH

DEPTH)

0.0

ROADWAY

AGGREGATE,

METHOD 2

0.0

MSE ILM LSAJ

P R R

O E

EFE NIS GS NIO E N LA

EM X ICW OE

30402-5000

40301-

40601-

40702-

40711-

40901-

41401-

41402-

41801-

41801-

FT FT

TON SQYD TON TON SQYD TON SQYD LNFT MILE SQYD SQYD

0010AZ Walnut Canyon Entrance Road 15458 0.00 6.98 36,854 25.0 65.9 102,372 183.4 6.98

0010AZ (3) Approaches, (8) Pullouts 15458 1.3 1,989 3.6 0.15

0010BZ VC Turn Around 15458 0.00 0.06 317 17.5 616 0.06

0200 Amphitheater Road 15459 0.00 0.30 1,584 19.2 2.2 3,379 6.1 0.30

0200 Amphitheater Road 15459 0.30 0.49 1,003 19.2 2,140 0.19 40 40

0200 Amphitheater Road 15459 0.49 0.73 1,267 19.2 1.7 2,703 4.8 0.24

0402 Permian Drive 91828 0.00 0.13 686 19.3 0.9 1,471 2.6 5

0402 (2) Driveways 91828 267 0.02

0900 Visitor Center East Parking Lot 15524 16,781

0901 Visitor Center West Parking Lot 15550 14,848 1.15

0902 Visitor Center Employee Parking 91860 1,097

0903 Amphitheater Handicapped Parking 91862 1,935 11 13

0904 Maintenance Area 91663 2,528 0.20 79

0908 Law Enforcement Parking 91809 71 0.01

0909 Admin Employee Parking 91811 223 0.02

0910 East Sixplex Area 91818 658 0.05

0911 Rear Administrative Parking 91821 758 0.06 13

0914 Indian Rock Shelter Parking 91825 1,387 0.11 16

0915 Picnic Parking 91826 0.2 351 0.6 0.03

0916 Permian Drive Housing Overflow Parking 238731 264 0.02 29

0917 Walnut Canyon Vista Trail Exhibit Parking N/A 452 0.04

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\WXXZ7340_23F00026N_NM_Pave Pres\800_FHWA\23F00026N\01-CADD\Sheets\_Tabs\[NM Proj_Sum_Shts_Pre-Final.xlsm]CAVE_ROADS

4,069

PROJECT

NM NP MULTI PMS(1)

8/23/24 8:24 AM NPS PMIS No. 330923

12,483

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.

CARLSBAD CAVERNS

NATIONAL PARK

0 9.63 51 195201.1 44,0250.00.00.0

NOTE: Protect sidewalks, inlets, grates, stone walls, curb and gutter, manhole covers, curbs, walls, wheel stops, asphalt curbs, cattle guards, wood curbs, buildings, stone curbs, rock curbs, valves, concrete swales, log curbs, etc.

3,162

2,379

2,010

5,919

6,823

22,752

133,635

9,870

17,417

Parking Areas

151,031

MILES SQFT

EMULSIFIED

ASPHALT

MICRO

SURFACING,

TYPE 2

BID ITEM NUMBER

CRACK,

CLEANING

AND

SEALING

ASPHALT

CONCRETE

PAVEMENT

PATCH, TYPE

ASPHALT

CONCRETE

PAVEMENT

PATCH, TYPE

FOG SEAL

CHIP SEAL,

TYPE 1C

CRACKS,

CLEANING

AND FILLING

R O

U T E N

U M

B E R

ROUTE NAME FMSS No.

MILE TO MILE

L E N

G T H

W

ID

T H

SHEET

NUMBER

D.2

17,900

Micro areas with rock wall curb

2,400

Remarks

ASPHALT

CONCRETE

PAVEMENT,

TYPE 1

FULL DEPTH

RECLAMATION

, METHOD 2

(4-INCH

DEPTH)

ROADWAY

AGGREGATE,

METHOD 2

SHEET TOTAL 72.2 112,265

SURFACING TABULATION SHEET - BASE

MSE ILM LSAJ

P R R

O E

EFE NIS GS NIO E N LA

EM X ICW OE

30402-5000

40301-

40601-

40702-

40711-

40901-

41401-

41402-

41801-

41801-

FT FT

TON SQYD TON TON SQYD TON SQYD LNFT MILE SQYD SQYD

0010 Capulin Volcano Road 33563 0.00 2.55 13,464 24.5 23.6 36,652 65.7 2.55 50

0010 (2) Pullouts 33563 0.3 500 0.9 0.04

0400 Maintenance Shop/Residential Road 33586 0.00 0.10 528 17.3 0.7 1,015 1.8 0.10 174

0400 (3) Driveways 33586 367 0.03

0404 Cavo Shop Road 103505 0.00 0.03 158 8.3 0.1 146 0.3

0900 Visitor Center Parking 91299 706 0.05 90

0901 Visitor Center Overflow Parking 68790 1,753 0.14 168

0903 Administrative Parking 91301 837 0.06 92

0904 Picnic Parking Area 91302 2,376 4.3 2,376 0.18 249

0905 Crater Rim Parking 91303 1,512 2.7 1,512 0.12 116

0907 Volcano Road Pullout 103619 0.1 96 0.2 9

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\WXXZ7340_23F00026N_NM_Pave Pres\800_FHWA\23F00026N\01-CADD\Sheets\_Tabs\[NM Proj_Sum_Shts_Pre-Final.xlsm]CAVO ROADS

PROJECT

NM NP MULTI PMS(1)

8/23/24 8:24 AM NPS PMIS No. 331156

Fog seal curb

SHEET

NUMBER

NOTE: Protect sidewalks, inlets, grates, stone walls, curb and gutter, manhole covers, curbs, walls, wheel stops, asphalt curbs, cattle guards, wood curbs, buildings, stone curbs, rock curbs, valves, concrete swales, log curbs, etc.

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.

CAPULIN VOLCANO

NATIONAL MONUMENT

0 3.27 0SHEET TOTAL 24.8 42,297 75.9 7,5510.0 0 0.0

13,612 Cape seal

MILES SQFT

CRACKS,

CLEANING

AND FILLING

CRACK,

CLEANING

AND

SEALING

BID ITEM NUMBER

Remarks

R O

U T E N

U M

B E R

ROUTE NAME FMSS No.

MILE TO MILE

L E N

G T H

W

ID

T

H ASPHALT

CONCRETE

PAVEMENT

PATCH, TYPE

FOG SEAL

CHIP SEAL,

TYPE 1C

EMULSIFIED

ASPHALT

MICRO

SURFACING,

TYPE 2

ASPHALT

CONCRETE

PAVEMENT

PATCH, TYPE

ROADWAY

AGGREGATE,

METHOD 2

FULL DEPTH

RECLAMATION

, METHOD 2

(4-INCH

DEPTH)

ASPHALT

CONCRETE

PAVEMENT,

TYPE 1

D.3

SURFACING TABULATION SHEET - BASE

4,500

3,300

15,777

7,531

21,384 Cape seal

Parking Areas

6,351

MSE ILM LSAJ

P R R

O E

EFE NIS GS NIO E N LA

EM X ICW OE

30402-5000

40301-

40601-

40702-0300

40711-

40901-

41401-

41402-

41801-

41801-

FT FT

TON SQYD TON TON SQYD TON SQYD LNFT MILE SQYD SQYD

0010 Main Entrance Road 71980 0.00 2.71 14,309 25.3 25.9 40,224 72.1 2.71 107

0010 (1) Approach 71980 0.1 222 0.4 0.02

0100 2 Way Loop Road South 71982 0.00 0.62 3,274 22.0 5.2 8,003 14.3 0.62

0200 Loop Road 71984 0.00 6.98 36,854 14.9 39.3 61,014 109.3 6.98 185

0206 Pueblo Del Arroyo Road 71996 0.00 0.46 2,429 25.0 4.3 6,747 12.1 0.46

0206 (1) Approach 71996 0.1 178 0.3 0.01

0400 Ha Employee Housing Road 71985 0.00 0.35 1,848 21.0 2.8 4,312 7.7 0.35 28

0400 (4) Driveways 71985 0.7 1,089 2.0 0.08

0900 Wijiji Trail Parking 71987 0.3 455 0.8 0.04

0901 Visitor Center Parking 71989 4,324 400 0.34 514

0902 Employee Parking 71990 1,408 400 0.11 140

0903 Residential Parking 71991 820 0.06 11

0904 Maintenance Area 71993 2,992 0.23 417

0905 Pueblo Bonito Parking 71994 2,590 0.20 133

0906A Pueblo Del Arroyo Parking North 113612 0.3 429 0.8 0.03

0906B Pueblo Del Arroyo Parking South 113609 0.3 532 1.0 0.04

0907 Casa Rinconada Parking 71998 1,405 0.11 82

0908 Prehistoric Stairway Parking 71999 0.4 566 1.0 0.04 13

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\WXXZ7340_23F00026N_NM_Pave Pres\800_FHWA\23F00026N\01-CADD\Sheets\_Tabs\[NM Proj_Sum_Shts_Pre-Final.xlsm]CHCU ROADS

4,785

12,641

5,094

3309448/23/24 8:24 AM NPS PMIS No.

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.

CHACO CULTURE

NATIONAL HISTORICAL

PARK

800 12.43 0 1,630

NOTE: Protect sidewalks, inlets, grates, stone walls, curb and gutter, manhole covers, curbs, walls, wheel stops, asphalt curbs, cattle guards, wood curbs, buildings, stone curbs, rock curbs, valves, concrete swales, log curbs, etc.

SHEET TOTAL 79.7 123,771 221.8 13,5390.0 0 0.0

26,924

23,310

3,857

38,919

12,675

7,377

Parking Areas

4,099

2,000

1,600

9,800

EMULSIFIED

ASPHALT

Remarks

MICRO

SURFACING,

TYPE 2

MILES SQFT

CRACKS,

CLEANING

AND FILLING

CRACK,

CLEANING

AND

SEALING

ASPHALT

CONCRETE

PAVEMENT

PATCH, TYPE

ASPHALT

CONCRETE

PAVEMENT

PATCH, TYPE

FOG SEAL

CHIP SEAL,

TYPE 1C

BID ITEM NUMBER

ROADWAY

AGGREGATE,

METHOD 2

FULL DEPTH

RECLAMATION

, METHOD 2

(4-INCH

DEPTH)

ASPHALT

CONCRETE

PAVEMENT,

TYPE 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

W

ID

T H

SHEET

NUMBER

D.4

SURFACING TABULATION SHEET - BASE

PROJECT

NM NP MULTI PMS(1)

MSE ILM LSAJ

P R R

O E

EFE NIS GS NIO E N LA

EM X ICW OE

30402-5000

40301-

40601-

40702-

40711-

40901-

41401-

41402-

41801-

41801-

FT FT

TON SQYD TON TON SQYD TON SQYD LNFT MILE SQYD SQYD

0200 Eury Lane 41949 0.00 0.26 1,373 24.4 2.4 3,722 6.7 0.26 74

0900 Visitor Center Parking 45808 7,636 200 0.59 372

0901 Zuni-Acoma Trailhead Parking 42817 2,629 75

0902 Information Center Parking 1090 3,349 0.26 919

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\WXXZ7340_23F00026N_NM_Pave Pres\800_FHWA\23F00026N\01-CADD\Sheets\_Tabs\[NM Proj_Sum_Shts_Pre-Final.xlsm]ELMA ROADS 3315978/23/24 8:24 AM NPS PMIS No.

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.

EL MALPAIS NATIONAL

MONUMENT

200 1.11 0 1,440

NOTE: Protect sidewalks, inlets, grates, stone walls, curb and gutter, manhole covers, curbs, walls, wheel stops, asphalt curbs, cattle guards, wood curbs, buildings, stone curbs, rock curbs, valves, concrete swales, log curbs, etc.

SHEET TOTAL 2.4 3,722 6.7 13,6140.0 0 0.0

23,664

30,143

Parking Areas

68,723

MILES SQFT

CRACKS,

CLEANING

AND FILLING

CRACK,

CLEANING

AND

SEALING

ASPHALT

CONCRETE

PAVEMENT

PATCH, TYPE

ASPHALT

CONCRETE

PAVEMENT

PATCH, TYPE

FOG SEAL

CHIP SEAL,

TYPE 1C

EMULSIFIED

ASPHALT

MICRO

SURFACING,

TYPE 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

W

ID

T H

ROADWAY

AGGREGATE,

METHOD 2

FULL DEPTH

RECLAMATION

, METHOD 2

(4-INCH

DEPTH)

ASPHALT

CONCRETE

PAVEMENT,

TYPE 1

SHEET

NUMBER

D.5

SURFACING TABULATION SHEET - BASE

PROJECT

NM NP MULTI PMS(1)

MSE ILM LSAJ

P R R

O E

EFE NIS GS NIO E N LA

EM X ICW OE

30402-5000

40301-

40601-

40702-

40711-

40901-

41401-

41402-

41801-

41801-

FT FT

TON SQYD TON TON SQYD TON SQYD LNFT MILE SQYD SQYD

0010 Entrance Road 63719 0.00 0.87 4,594 20.6 6.8 10,515 18.8 0.87

0010 (2) Pullouts 63719 0.3 450 0.8 0.03

0200 Campground Loop Access 63721 0.00 0.19 1,003 14.7 1.1 1,638 2.9 0.19 7

0201 Campground Loop 104217 0.00 0.30 1,584 11.6 1.3 2,042 3.7 0.30 35

0202 Pay Kiosk Road 98889 0.00 0.03 158 11.0 0.1 193 0.3

0400 Residence Road 67322 0.00 0.16 845 16.7 1.0 1,568 2.8 0.16 33

0400 (2) Driveways 67322 283 0.02

0406 Residence Road A 98862 0.00 0.12 634 18.4 0.8 1,296 2.3 0.12 61

0406 (3) Driveways 98862 617 0.05

0902 Visitor Center Parking 67333 2,318 0.18 219

0903 RV Parking 97565 2,241 0.17 130

0904 Maintenance Compound 91761 741 0.06 144

0905 Housing Parking 98863 149 0.01

145.2 = Hot Asphalt Concrete (lbs/cuft) 0.43 = Emulsified Asphalt (Gal./sqyd)

0.15 = Fog Seal (Gal./sqyd) 240.0 = Emulsified Asphalt (Gal./ton)

233.0 = Fog Seal (Gal./ton) 0.10 = Tack Coat (Gal./sqyd)

233.0 = Tack Coat (Gal./ton)

\\usqts0vs01\Jobs\_Transportation\WXXZ7300_WFL_IDIQ 2021\WXXZ7340_23F00026N_NM_Pave Pres\800_FHWA\23F00026N\01-CADD\Sheets\_Tabs\[NM Proj_Sum_Shts_Pre-Final.xlsm]ELMO ROADS 3316068/23/24 8:24 AM NPS PMIS No.

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.

EL MORRO NATIONAL

MONUMENT

0 2.16 0 629

NOTE: Protect sidewalks, inlets, grates, stone walls, curb and gutter, manhole covers, curbs, walls, wheel stops, asphalt curbs, cattle guards, wood curbs, buildings, stone curbs, rock curbs, valves, concrete swales, log curbs, etc.

SHEET TOTAL 11.4 17,702 31.6 6,3490.0 0 0.0

6,671

1,339

Parking Areas

20,866

4,050

2,550

5,550

20,165

MILES SQFT

CRACKS,

CLEANING

AND FILLING

CRACK,

CLEANING

AND

SEALING

ASPHALT

CONCRETE

PAVEMENT

PATCH, TYPE

ASPHALT

CONCRETE

PAVEMENT

PATCH, TYPE

FOG SEAL

CHIP SEAL,

TYPE 1C

EMULSIFIED

ASPHALT

MICRO

SURFACING,

TYPE 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

W

ID

T H

ROADWAY

AGGREGATE,

METHOD 2

FULL DEPTH

RECLAMATION

, METHOD 2

(4-INCH

DEPTH)

ASPHALT

CONCRETE

PAVEMENT,

TYPE 1

SHEET

NUMBER

D.6

SURFACING TABULATION SHEET - BASE

NM NP MULTI PMS(1)

PROJECT

MSE ILM LSAJ

P R R

O E

EFE NIS GS NIO E N LA

EM X ICW OE

30402-5000

40301-

40601-

40702-

40711-

40901-

41401-

41402-

41801-

41801-

FT FT

TON SQYD TON TON SQYD TON SQYD LNFT MILE SQYD SQYD

0010 Fort Union Park Access Road 54271 0.00 0.48 2,534 20.5 3.7 5,772 10.3 0.48

0010 (1) Approach 54271 0.0 22 0.0

Fort Union Maintenance and Residence

Road 54275 0.00 0.30 1,584 18.1 2.1 3,186 5.7 0.30 197

0403 (6) Driveways 54275 0.4 650 1.2 0.05

0404 Fort Union Utility Road 54278 0.00 0.03 158 12.7 0.1 223 0.4 0.03

0900 Fort Union Visitor Center Parking 54276 2.5 3,949 7.1 0.31 60

0901 Fort Union Maintenance Area Parking 54277 1.8 2,866 5.1 0.22 27

0902AZ Headquarters Parking A 152

0902BZ Headquarters Parking B 44

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\WXXZ7340_23F00026N_NM_Pave Pres\800_FHWA\23F00026N\01-CADD\Sheets\_Tabs\[NM Proj_Sum_Shts_Pre-Final.xlsm]FOUN ROADS 8/23/24 8:24 AM NPS PMIS No.

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.

331170

NOTE: Protect sidewalks, inlets, grates, stone walls, curb and gutter, manhole covers, curbs, walls, wheel stops, asphalt curbs, cattle guards, wood curbs, buildings, stone curbs, rock curbs, valves, concrete swales, log curbs, etc.

FORT UNION NATIONAL

MONUMENT

10.6 16,668 0 1.39 196 284SHEET TOTAL 029.8

5,850

25,796

1,372 Overlay gravel area as directed by

CO

Overlay gravel area as directed by

CO

MILES SQFT

CRACKS,

CLEANING

AND FILLING

CRACK,

CLEANING

AND

SEALING

ASPHALT

CONCRETE

PAVEMENT

PATCH, TYPE

D.7

SURFACING TABULATION SHEET - BASE

PROJECT

NM NP MULTI PMS(1)

SHEET

NUMBER

FOG SEAL

CHIP SEAL,

TYPE 1C

EMULSIFIED

ASPHALT

MICRO

SURFACING,

TYPE 2

0.0 0 0.0

Parking Areas

35,541

ASPHALT

CONCRETE

PAVEMENT

PATCH, TYPE

Remove and reset speed bumps

BID ITEM NUMBER

Remarks

R O

U T E N

U M

B E R

ROUTE NAME FMSS No.

MILE TO MILE

L E N

G T H

W

ID

T H

ROADWAY

AGGREGATE,

METHOD 2

FULL DEPTH

RECLAMATION

, METHOD 2

(4-INCH

DEPTH)

ASPHALT

CONCRETE

PAVEMENT,

TYPE 1

MSE ILM LSAJ

P R R

O E

EFE NIS GS NIO E N LA

EM X ICW OE

30402-5000

40301-

40601-

40702-

40711-

40901-

41401-

41402-

41801-

41801-

FT FT

TON SQYD TON TON SQYD TON SQYD LNFT MILE SQYD SQYD

0010 Gila Visitor Center Access Road 91688 0.00 0.37 1,954 22.3 3.1

0100 Middle Fork Trailhead Road 91730 0.00 0.14 739 21.8 1.2 1,790 3.2 0.14

0400 Barn Road 104982 0.00 0.14 739 11.2 0.6 920 1.6 59

0402 Housing Road 91732 0.00 0.09 475 20.1 0.7 1,061 1.9 40

0402 (3) Driveways 91732 856 0.01

0404 Shop / Housing Access Road 234118 0.00 0.10 528 19.0 0.7 1,115 2.0

0900 Visitor Center Parking 91738 3.8

0903 Maintenance Area Parking 91740 1.2 1,858 3.3 120

0904A Residence Parking A 91741 0.1 182 0.3

0904B Residence Parking B 104988 0.1 174 0.3

0912 Lower Scorpion Campground Parking 105000 1,208 27

0913 Upper Scorpion Campground Parking 105001 1,931 80 40

0914 Cliff Dwellings Trailhead Parking 91746 4,032

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\WXXZ7340_23F00026N_NM_Pave Pres\800_FHWA\23F00026N\01-CADD\Sheets\_Tabs\[NM Proj_Sum_Shts_Pre-Final.xlsm]GICL ROADS

17,381 Patch Type 1 at ABA area as directed by CO

36,285

3309198/23/24 8:24 AM NPS PMIS No.

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.

GILA CLIFF DWELLINGS

NATIONAL MONUMENT

0 0.15 80 286

NOTE: Protect sidewalks, inlets, grates, stone walls, curb and gutter, manhole covers, curbs, walls, wheel stops, asphalt curbs, cattle guards, wood curbs, buildings, stone curbs, rock curbs, valves, concrete swales, log curbs, etc.

SHEET TOTAL 11.5 7,100 12.6 8,0270.0 0 0.0

1,569

10,876

16,724

1,642

Parking Areas

53,157

Stop work at gate

7,700

CHIP SEAL,

TYPE 1C

EMULSIFIED

ASPHALT

MICRO

SURFACING,

TYPE 2

MILES SQFT

CRACKS,

CLEANING

AND FILLING

CRACK,

CLEANING

AND

SEALING

ASPHALT

CONCRETE

PAVEMENT

PATCH, TYPE

ASPHALT

CONCRETE

PAVEMENT

PATCH, TYPE

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

W

ID

T H

ROADWAY

AGGREGATE,

METHOD 2

FULL DEPTH

RECLAMATION

, METHOD 2

(4-INCH

DEPTH)

ASPHALT

CONCRETE

PAVEMENT,

TYPE 1

SHEET

NUMBER

D.8

SURFACING TABULATION SHEET - BASE

PROJECT

NM NP MULTI PMS(1)

MSE ILM LSAJ

P R R

O E

EFE NIS GS NIO E N LA

EM X ICW OE

30402-5000

40301-

40601-

40702-

40711-

40901-

41401-

41402-

41801-

41801-

FT FT

TON SQYD TON TON SQYD TON SQYD LNFT MILE SQYD SQYD

0010 Park Headquarters Access Road 102943 0.00 0.19 1,003 21.0 2,341 0.19 136

0200 Visitor Center Road 69835 0.00 0.15 792 25.3 2,226 0.15 164

0900 Visitor Center Parking 69836 3,281 0.25 100

0901 Headquarters Upper Parking 102950 1,607 0.12 101

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\WXXZ7340_23F00026N_NM_Pave Pres\800_FHWA\23F00026N\01-CADD\Sheets\_Tabs\[NM Proj_Sum_Shts_Pre-Final.xlsm]PECO ROADS 3308078/23/24 8:24 AM NPS PMIS No.

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.

PECOS NATIONAL

HISTORICAL PARK

0 0.71 0 501

NOTE: Protect sidewalks, inlets, grates, stone walls, curb and gutter, manhole covers, curbs, walls, wheel stops, asphalt curbs, cattle guards, wood curbs, buildings, stone curbs, rock curbs, valves, concrete swales, log curbs, etc.

SHEET TOTAL 0.0 0 0.0 9,4550.0 0 0.0

14,464 Remove and reset wheel stops

Parking Areas

29,529

See Option Y H sheets for work to be completed prior to pavement preservation

MILES SQFT

CRACKS,

CLEANING

AND FILLING

CRACK,

CLEANING

AND

SEALING

ASPHALT

CONCRETE

PAVEMENT

PATCH, TYPE

ASPHALT

CONCRETE

PAVEMENT

PATCH, TYPE

ROADWAY

AGGREGATE,

METHOD 2

FULL DEPTH

RECLAMATION

, METHOD 2

(4-INCH

DEPTH)

ASPHALT

CONCRETE

PAVEMENT,

TYPE 1

D.9

SURFACING TABULATION SHEET - BASE

PROJECT

NM NP MULTI PMS(1)

SHEET

NUMBER

FOG SEAL

CHIP SEAL,

TYPE 1C

EMULSIFIED

ASPHALT

MICRO

SURFACING,

TYPE 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

W

ID

T H

MSE ILM LSAJ

P R R

O E

EFE NIS GS NIO E N LA

EM X ICW OE

30402-5000

40301-

40601-

40702-

40711-

40901-

41401-

41402-

41801-

41801-

FT FT

TON SQYD TON TON SQYD TON SQYD LNFT MILE SQYD SQYD

0010 Las Imagenes Entrance Road 11321 0.02 0.33 1,637 20.4 2.4 3,711 6.6 0.10 30

0011 Volcano Entrance Road 27266 0.00 0.28 1,478 21.0 2.2 3,449 6.2 0.28 35

0200 Boca Negra Entrance Road 89999 0.00 0.18 950 22.2 1.5 2,343 4.2 0.18 133

0400 Lava Shadows Road 248294 0.00 0.07 370 20.2 0.5 830 1.5 0.07

0900 Visitor Center Parking Lot 27269 6,276 0.49 53

0902 Rinconada Canyon Parking Lot 27267 3,311 200 0.26 99

0904 Volcano Day-Use Parking Lot 27265 1,585 200 0.12 473

0905 Lava Shadows Parking Lot 27270 370 0.03

0906 La Cuesta Parking Area 67317 507 0.04 25

0907AZ Volcanoes Overflow Parking North 248295 126 0.01

0907BZ Volcanoes Overflow Parking South 248295 366 0.03

0908 Headquarters Parking 11295 1,202 100 0.09 24

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\WXXZ7340_23F00026N_NM_Pave Pres\800_FHWA\23F00026N\01-CADD\Sheets\_Tabs\[NM Proj_Sum_Shts_Pre-Final.xlsm]PETR ROADS

SHEET

NUMBER

D.10

SURFACING TABULATION SHEET - BASE

PROJECT

NM NP MULTI PMS(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

W

ID

T H

ROADWAY

AGGREGATE,

METHOD 2

FULL DEPTH

RECLAMATION

, METHOD 2

(4-INCH

DEPTH)

ASPHALT

CONCRETE

PAVEMENT,

TYPE 1

MILES SQFT

CRACKS,

CLEANING

AND FILLING

CRACK,

CLEANING

AND

SEALING

ASPHALT

CONCRETE

PAVEMENT

PATCH, TYPE

ASPHALT

CONCRETE

PAVEMENT

PATCH, TYPE

FOG SEAL

Parking Areas

56,485

Begin work at end of concrete island.

Crack seal milepost 0.02 to 0.12.

Stop work at corner

CHIP SEAL,

TYPE 1C

EMULSIFIED

ASPHALT

MICRO

SURFACING,

TYPE 2

4,559

1,131

3,290

29,803 Do not treat concrete speed bumps

14,264 Patch middle gravel area

3,326

10,819

SHEET TOTAL 6.6 10,333 18.5 13,7430.0 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.

PETROGLYPH NATIONAL

MONUMENT

500 1.70 0 872

NOTE: Protect sidewalks, inlets, grates, stone walls, curb and gutter, manhole covers, curbs, walls, wheel stops, asphalt curbs, cattle guards, wood curbs, buildings, stone curbs, rock curbs, valves, concrete swales, log curbs, etc.

3307726/19/24 11:29 AM NPS PMIS No.

MSE ILM LSAJ

P R R

O E

EFE NIS GS NIO E N LA

EM X ICW OE

30402-5000

40301-

40601-

40702-

40711-

40901-

41401-

41402-

41801-

41801-

FT FT

TON SQYD TON TON SQYD TON SQYD LNFT MILE SQYD SQYD

0010 Gran Quivira Road 72059 0.00 0.79 4,171 21.1 6.3 9,779 17.5 0.79 190

0400 GQ Residence Road 79398 0.00 0.11 581 13.8 0.6 891 1.6 16

0400 (2) Driveways 79398 0.1 89 0.2

0404 Gran Quivira Maintenance Area Road 89982 0.00 0.05 264 8.3 0.2 243 0.4

0900 Gran Quivira Visitor Center Parking 72030 1.9 2,554 417.0

0901 Quarai Visitor Center Parking 72230 10.4 1,335 218.0

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\WXXZ7340_23F00026N_NM_Pave Pres\800_FHWA\23F00026N\01-CADD\Sheets\_Tabs\[NM Proj_Sum_Shts_Pre-Final.xlsm]SAPU ROADS

NOTE: Protect sidewalks, inlets, grates, stone walls, curb and gutter, manhole covers, curbs, walls, wheel stops, asphalt curbs, cattle guards, wood curbs, buildings, stone curbs, rock curbs, valves, concrete swales, log curbs, etc.

SHEET

NUMBER

D.11

SURFACING TABULATION SHEET - BASE

PROJECT

NM NP MULTI PMS(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

W

ID

T

H FULL DEPTH

RECLAMATION

, METHOD 2

(4-INCH

DEPTH)

ROADWAY

AGGREGATE,

METHOD 2

ASPHALT

CONCRETE

PAVEMENT,

TYPE 1

MILES SQFT

CRACKS,

CLEANING

AND

FILLING

CRACK,

CLEANING

AND

SEALING

ASPHALT

CONCRETE

PAVEMENT

PATCH,

TYPE 1

ASPHALT

CONCRETE

PAVEMENT

PATCH,

TYPE 2

FOG SEAL

Fog seal paved ditch

CHIP SEAL,

TYPE 1C

EMULSIFIED

ASPHALT

MICRO

SURFACING

, TYPE 2

12,013

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.

SALINAS PUEBLO MISSIONS

NATIONAL MONUMENT

0 0.79 0 206SHEET TOTAL 7.2 11,002 19.7 0

3308706/25/24 3:49 PM NPS PMIS No.

3,88912.3 635.0

Parking Areas

22,986

MSE ILM LSAJ

P R R

O E

EFE NIS GS NIO E N LA

EM X ICW OE

30402-5000

40301-

40601-

40702-0300

40711-

40901-2000

41401-

41402-

41801-

41801-

FT FT

TON SQYD TON TON SQYD TON SQYD LNFT MILE SQYD SQYD

0010AZ Dunes Drive 24596 0.00 4.82 25,450 22.0 40.1 62,211 111.5 4.82 365

0010AZ (4) Pullouts 24596 0.3 400 0.7 0.03

0010BZ Dunes Drive Opposite Lane 24596 0.00 0.13 686 13.5 0.7 1,029 1.8 0.13

0403 Residence Area Road 56151 0.00 0.06 317 15.7 0.4 553 1.0 0.06 27

0403 (1) Approach 56151 0.0 42 0.1 0.00

0403A Residence Area Road Loop 104608 0.00 0.10 528 11.5 0.4 675 1.2 0.10 58

0403A (4) Driveways 104608 0.3 463 0.8 0.04

0407 Utility Area Road 56149 0.00 0.05 264 18.1 0.3 531 1.0 0.05

0900 Visitor Center South Parking 56224 3,681 0.29 133 76

0901 Utility Area Parking N/A 1,250 0.10 101

0903 Administrative Handicap Parking 60212

0904 Visitor Center North Parking 56210 1,802 0.14 27

0907AZ Entrance Station Parking Area A 240229 84

0907BZ Entrance Station Parking Area B 240229 267

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\WXXZ7340_23F00026N_NM_Pave Pres\800_FHWA\23F00026N\01-CADD\Sheets\_Tabs\[NM Proj_Sum_Shts_Pre-Final.xlsm]WHSA ROADS

WHITE SANDS NATIONAL

MONUMENT

5.76 133SHEET TOTAL 42.5 65,904 118.10.0 0 0.0

12.3 3,889 635.0

NOTE: Protect sidewalks, inlets, grates, stone walls, curb and gutter, manhole covers, curbs, walls, wheel stops, asphalt curbs, cattle guards, wood curbs, buildings, stone curbs, rock curbs, valves, concrete swales, log curbs, etc.

3,600

4,170

268.9 410,764 735.8 132,982

7,084 0

8/23/24 8:26 AM NPS PMIS No. 330918

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.

1,500 39.83 460 8,319

TABULATION OF

SURFACING

QUANTITIES

BASE PROJECT TOTAL

2,400 Remove and reset wheel stops

11,252

1,902 Pavement markings only

16,220

Parking Areas

33,127

MICRO

SURFACING,

TYPE 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

W

ID

T H

MILES SQFT

CRACKS,

CLEANING

AND

FILLING

CRACK,

CLEANING

AND

SEALING

ASPHALT

CONCRETE

PAVEMENT

PATCH, TYPE

ASPHALT

CONCRETE

PAVEMENT

PATCH, TYPE

FOG SEAL

CHIP SEAL,

TYPE 1C

EMULSIFIED

ASPHALT

FULL DEPTH

RECLAMATION

, METHOD 2

(4-INCH

DEPTH)

ASPHALT

CONCRETE

PAVEMENT,

TYPE 1

PROJECT

NM NP MULTI PMS(1)

SHEET

NUMBER

D.12

SURFACING TABULATION SHEET - BASE

ROADWAY

AGGREGATE,

METHOD 2

MSE ILM LSAJ

P R R

O E

EFE NIS GS NIO E N LA

EM X ICW OE

30402-5000

40301-

40601-

40702-

40711-

40901-

41401-

41402-

41801-

41801-

FT FT

TON SQYD TON TON SQYD TON SQYD LNFT MILE SQYD SQYD

0900 Visitor Parking 83290 2,027 0.16 261

0901 Administrative Parking 104968 1,368

0902 Rear Administrative Parking 104970 1,857 0.14 152

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\WXXZ7340_23F00026N_NM_Pave Pres\800_FHWA\23F00026N\01-CADD\Sheets\_Tabs\[NM Proj_Sum_Shts_Pre-Final.xlsm]OPT X OSTB ROADS

Remove and reset wheel stops; See

Option X G sheets for work to be completed prior to pavement preservation

Remove and reset wheel stops; See

Option X G sheets for work to be completed prior to pavement preservation

Parking Areas

18,240

12,311

16,714 Remove and reset wheel stops

SHEET

NUMBER

D.13

SURFACING TABULATION SHEET - OPTION X

PROJECT

NM NP MULTI PMS(1)

FOG SEAL

CHIP SEAL,

TYPE 1C

EMULSIFIED

ASPHALT

MICRO

SURFACING,

TYPE 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

W

ID

T H

ROADWAY

AGGREGATE,

METHOD 2

FULL DEPTH

RECLAMATION

, METHOD 2

(4-INCH

DEPTH)

ASPHALT

CONCRETE

PAVEMENT,

TYPE 1

MILES SQFT

CRACKS,

CLEANING

AND FILLING

CRACK,

CLEANING

AND

SEALING

ASPHALT

CONCRETE

PAVEMENT

PATCH, TYPE

ASPHALT

CONCRETE

PAVEMENT

PATCH, TYPE

OPTION X TOTAL 0.0 0 0.0 5,2520.0 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.

OLD SANTA FE TRAIL

BUILDING

0 0.30 0 413

NOTE: Protect sidewalks, inlets, grates, stone walls, curb and gutter, manhole covers, curbs, walls, wheel stops, asphalt curbs, cattle guards, wood curbs, buildings, stone curbs, rock curbs, valves, concrete swales, log curbs, etc.

3307786/25/24 4:01 PM NPS PMIS No.

MSE ILM LSAJ

P R R

O E

EFE NIS GS NIO E N LA

EM X ICW OE

6/

/20

NPS PMIS NO.: 330969

NM NP MULTI PMS(1)

SHEET

NUMBERPROJECT

D.14

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

\\u sq ts0 vs

\Jo bs \_T ran sp ort ati on \W

XX

Z7

0_

W

FL

_ID

IQ

\W

XX

Z7

0_

F0

N_

NM

_P av e P res \80

0_

FH

WA

\23

F0

N\

-C

AD

D\

Sh ee ts\ D\

AZ

RU

K

EY

M

AP

.m xd

0 1 2 Miles

AZTEC RUINS

NATIONAL MONUMENT

KEY MAP

NOTE:

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

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

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

Micro Surfacing Type 2

Chip Seal

LEGEND:

No Work Unless Noted Otherwise

AREA MAP

MSE ILM LSAJ

P R R

O E

EFE NIS GS NIO E N LA

EM X ICW OE

ROUTE 0010

AZTEC RUINS

ENTRANCE ROAD

ROUTE 0900

MUSEUM MAIN

PARKING (LA-45E3)

ROUTE 0901

WESTERN

PARKING LOT ROUTE 0902

GOVERNMENT PARKING ROUTE 0904

MAINTENANCE

PARKING

ROUTE 0905

CULTURAL RESOURCES

DIVISION PARKING

ROUTE 0906

VISITOR CENTER

LOT 2 PARKING

6/

/20

NPS PMIS NO.: 330969

NM NP MULTI PMS(1)

SHEET

NUMBERPROJECT

D.15

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

\\u sq ts0 vs

\Jo bs \_T ran sp ort ati on \W

XX

Z7

0_

W

FL

_ID

IQ

\W

XX

Z7

0_

F0

N_

NM

_P av e P res \80

0_

FH

WA

\23

F0

N\

-C

AD

D\

Sh ee ts\ D\

AZ

RU

_A

RE

A M

AP

S.

mx d

0 500 1,000 Feet

AZTEC RUINS

NATIONAL MONUMENT

AREA MAP

NOTE:

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

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

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

Micro Surfacing Type 2

Chip Seal

LEGEND:

No Work Unless Noted Otherwise

MSE ILM LSAJ

P R R

O E

EFE NIS GS NIO E N LA

EM X ICW OE

/16

/20

NPS PMIS NO.: 330923

NM NP MULTI PMS(1)

SHEET

NUMBERPROJECT

D.16

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

\\u sq ts0 vs

\Jo bs \_T ran sp ort ati on \W

XX

Z7

0_

W

FL

_ID

IQ

\W

XX

Z7

0_

F0

N_

NM

_P av e P res \80

0_

FH

WA

\23

F0

N\

-C

AD

D\

Sh ee ts\ D\

CA

VE

KE

Y M

AP

.m xd

0 2 4 Miles

CARLSBAD CAVERNS

NATIONAL PARK

KEY MAP

NOTE:

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

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

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

Micro Surfacing Type 2

Chip Seal

LEGEND:

No Work Unless Noted Otherwise

AREA

MAP 1

AREA

MAP 2AREA

MAP 3

MSE ILM LSAJ

P R R

O E

EFE NIS GS NIO E N LA

EM X ICW OE

ROUTE 0010AZ

WALNUT CANYON

ENTRANCE ROAD

ROUTE 0915

PICNIC PARKING

/16

/20

NPS PMIS NO.: 330923

NM NP MULTI PMS(1)

SHEET

NUMBERPROJECT

D.17

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

\\u sq ts0 vs

\Jo bs \_T ran sp ort ati on \W

XX

Z7

0_

W

FL

_ID

IQ

\W

XX

Z7

0_

F0

N_

NM

_P av e P res \80

0_

FH

WA

\23

F0

N\

-C

AD

D\

Sh ee ts\ D\

CA

VE

AR

EA

M

AP

S_ 1-3

.m xd

0 1,000 2,000 Feet

CARLSBAD CAVERNS

NATIONAL PARK

AREA MAP 1

NOTE:

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

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

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

Micro Surfacing Type 2

Chip Seal

LEGEND:

No Work Unless Noted Otherwise

MSE ILM LSAJ

P R R

O E

EFE NIS GS NIO E N LA

EM X ICW OE

ROUTE 0914

INDIAN ROCK

SHELTER PARKING

ROUTE 0010AZ

WALNUT CANYON

ENTRANCE ROAD

6/

/20

NPS PMIS NO.: 330923

NM NP MULTI PMS(1)

SHEET

NUMBERPROJECT

D.18

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

\\u sq ts0 vs

\Jo bs \_T ran sp ort ati on \W

XX

Z7

0_

W

FL

_ID

IQ

\W

XX

Z7

0_

F0

N_

NM

_P av e P res \80

0_

FH

WA

\23

F0

N\

-C

AD

D\

Sh ee ts\ D\

CA

VE

AR

EA

M

AP

S_ 1-3

.m xd

0 1,000 2,000 Feet

CARLSBAD CAVERNS

NATIONAL PARK

AREA MAP 2

NOTE:

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

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

3. Refer to Surfacing Tabulation Sheets for extent of asphalt surface treatment including roads, parking areas, pullouts, approaches, driveways, campground slips,…