libi10-2_LittleBighorn_PLANS_Stamped.pdf

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COLUMBIA

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UNITED STATES

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MONTANA KEY MAP

TYPE OF CONSTRUCTION:

Grading, Drainage, Recycled Aggregate Base, Asphalt Concrete Pavement

DESIGN DESIGNATION:

SADT (2024)

SADT (2044)

V e (max)

30MPH

6%

SPECIFICATION:

Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14

PLANS PREPARED BY

ROBERT PECCIA AND ASSOCIATES

HELENA, MONTANA

FOR

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

VANCOUVER,WASHINGTON

PROJECT MANAGER

L. HIGA

Project Location

N l/l M f--

U. S. DEPARTMENT OF THE INTERIOR

NATIONAL PARK SERVICE

LITTLE BIGHORN BATTLEFIELD

NATIONAL MONUMENT

PLANS FOR PROPOSED PROJECT

MT NP LIBI 10(2)

NPS PMIS NO. 262851

LITTLE BIGHORN BATTLEFIELD

NATIONAL MONUMENT

R 34 E

BIG HORN COUNTY

MONTANA

LENGTH 0.18 MILES

R 35 E

BEGIN PROJECT

MT NP UBI 10(2)

11+13.00

National Monument t

END PROJECT

MT NP UBI 10(2)

20+46.00

36 31

SCALE IN MILES

2 3

Little Bighorn Battlefield

National Monument

NPS PMIS No. 262851

PROJECT

MT NP LIB! 10(2)

SECTION INDEX

A. GENERAL INFORMATION

B. SUMMARY OF QUANTITIES

C. TYPICAL SECTIONS

D. PLAN AND PROFILE

E. APPROACH ROADS AND PARKING AREAS

F. SOIL EROSION AND SEDIMENT CONTROL

G. DRAINAGE

H. MISCELLANEOUS

I. TEMPORARY TRAFFIC CONTROL

J. PERMANENT TRAFFIC CONTROL

APPROVED:

BRENT L COE

Digitally signed by BRENT L COE Date: 2024.08.07 16:02:26-07'00'

Chief of Engineering, Western Federal Lands Highway Division

DUSTIN SENE

Superintendent, Uttle Bighorn Battlefleld Natlonal Monument

Digitally signed by DUSTIN SENE

Date: 2024.07.31 12: 13:36 -06'00'

DATE

DATE

SHEET

NUMBER

A.1

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INDEX TO SHEETS

A. GENERAL INFORMATION

A.1 TITLE SHEET

A.2 INDEX TO SHEETS

A.3 PLAN SYMBOLS AND ABBREVIATIONS

A.4 VICINITY MAP

B. SUMMARY OF QUANTITIES

B.1-3 SUMMARY OF QUANTITIES

C. TYPICAL SECTIONS

C.1 TYPICAL SECTIONS

C.2 TYPICAL SECTION DETAILS

C.3 SUBEXCAVATION DETAILS

C.4 SHOULDER WIDENING PLANS

D. PLAN AND PROFILE

D.1 SURVEY CONTROL

D.2-3 TABULATION OF PLAN AND PROFILE QUANTITIES

D.4-5 PLAN AND PROFILE

E. APPROACH ROADS AND PARKING AREAS

E.1 TABULATION OF APPROACH AND PARKING QUANTITIES

E.2 STONE HOUSE APPROACH PLAN AND PROFILE

E.3 STONE HOUSE PARKING AREA LAYOUT

E.4 CEMETERY ROAD PLAN AND PROFILE

E.5 VISITOR CENTER PARKING AREA LAYOUT

E.6 APPROACH AND PARKING AREA SURFACING DETAILS

E.7-8 CURB DETAILS

E.9 VISITOR CENTER CONSTRUCTION COORDINATION

E.10-12 STANDARD DRAWINGS

F. SOIL EROSION AND SEDIMENT CONTROL

F.l TABULATION OF EROSION CONTROL QUANTITIES

F.2-3 EROSION CONTROL PLANS

F.4 FIBER ROLL PLACEMENT DETAIL

F.5-6 STANDARD DRAWINGS

G. DRAINAGE

G.1 TABULATION OF DRAINAGE QUANTITIES

G.2-4 STANDARD DRAWINGS

H. MISCELLANEOUS

H.1 GATE DETAILS

H.2 TRAFFIC DETECTOR LOOP INSTALLATION DETAILS

H.3-5 CATTLE GUARD STANDARD DRAWINGS

NPS PMIS No. 262851

PROJECT SHEET

NUMBER

MT NP LIB! 10(2) A.2

INDEX TO SHEETS

I. TEMPORARY TRAFFIC CONTROL

1.1 TABULATION OF TEMPORARY TRAFFIC CONTROL QUANTITIES

1.2 BIPARTISAN INFRASTRUCTURE LAW SIGN

1.3-4 STANDARD DRAWINGS

J. PERMANENT TRAFFIC CONTROL

J.1-2 TABULATION OF PERMANENT TRAFFIC CONTROL QUANTITIES

J.3 PERMANENT TRAFFIC CONTROL

J.4 STONE HOUSE PARKING PAVEMENT MARKING LAYOUT

J.5 VISITOR CENTER PARKING PAVEMENT MARKING LAYOUT

J.6-7 PAVEMENT MARKING DETAILS

J.8 PERMANENT SIGN INSTALLATION DETAIL

INDEX TO SHEETS

BH TP

CUYD

culv.

CUFT

cubic yard(s) culvert cubic foot (feet) mon.

min.

MGAL

max.

matl.

M.P.

M.L.

monument minimum thousand gallon maximum material mile post main line

W

RIP

DI

G W G WV

CP GPS

36 31

36 31

N

E

N 1000EL. 1234.56

TP

TP

SEC.

SEC.

θs Ø ∆c spiral central angle diameter curve central angle total central angle approach ahead average daily traffic abutment appr.

AH

ADT

abut.

between bearing bridge balance point bench mark back face back btwn brg.

br.

BP

BM

b.f.

BK

ctrs.

CS

cont.

constr. jt.

conn.

conc.

col.

CMP

clr.

cc or c. to c.

centers point of curve to spiral continuous construction joint connection concrete column corrugated metal pipe clear centerline center to center

NO SCALE

NOTE:

1.

on the appropriate plan sheet.

Other symbols used in the plans will be shown in a legend

W west drwg(s).

dist.

diaph.

dia.

DHV

D exp. jt.

exc.

EW

EQ or eq.

EOP

emb.

elev.

El. 94.16 e.f.

e E expansion joint excavation edge of water equation edge of pavement embankment elevation elevation in feet each face superelevation rate east drawing(s) distance diaphragm diameter design hourly volume diameter galv.

ga.

galvanized gage (gauge) jt.

IE

ID

joint invert elevation inside diameter ftg.

flg.

fin.

f.f.

footing flange finish front face

LW

lt. or LT Ls

LPSM

long.

LNFT

lat.

L low water left length of spiral lump sum longitudinal linear foot (feet) latitude length of curve rte.

rt. or RT reqd.

reinf.

rdwy.

R/W R.

R route right required reinforcement roadway right-of-way range radius typ.

Ts

TS

thd.

TBM

T.

T typical tangent distance (spiraled curve) point of tangent to spiral thread temporary bench mark township tangent distance

VPI

vph V vertical point of intersection vehicles per hour design speed (velocity)

STS

struc.

stiff.

stgr.

std.

STA, Sta.

ST

SS

SRS

SQYD

SQFT

spa.

SLRY

shldr.

sect.

SC

SADT

S point of spiral to tangent spiral structural stiffener stringer standard station point of spiral to tangent point of spiral to spiral (no curve) point of spiral to reverse spiral square yard square foot spacing, spaces or spaced slurry unit shoulder section point of spiral to curve seasonal average daily traffic south

KSI

square inch thousand pounds per pvmt.

PT

PST

PSC

PSI

PSF

PS

POT

POS

POC

pl.

PI

PCS

PCC

PC

pavement point of tangent point of spiral to tangent point of spiral to curve pounds per square inch pounds per square foot point of tangent to spiral point on tangent point on spiral point on curve plate point of intersection point of curve to spiral point of compound curve point of curve

OHWM

OG

OD

o. to o.

o.c.

ordinary high water mark original ground outside diameter out to out on center

NC

N normal crown north

A A

DI

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

Section Line

Section Corner (Found, Projected)

Control Point (Terrestrial and GPS)

Gas & Water Meter; Gas & Water Valve

Flagpole; Fire Hydrant

Cooking Grate; Garbage Can; Picnic Table

Boulder; Well; Antenna; Grave

Above Ground Tank; Underground Tank

Spot Elevation; Coordinate Grid Tick

Material Source; Bore Hole; Test Pit

Treeline; Individual Trees

Spring or Seep

Section Line 4

Section Corner (Found, Projected) 4

Section Line 16

Section Corner (Found, Projected)16

Property Line

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

BLM Lands Boundary

Indian Reservation Boundary

Existing Roadway (Paved, Gravel)

Railroad

Trail

Fiber Roll

Silt Fence

Sandbag

Intermittent Drainage or Small Creek

Large Creek or River

Lake, Pond or Reservoir; Marshland

North Arrow

Slope Stake Limits Top of Cut

Toe of Fill

Construction Limits

Bottom of Ditch

Fence

Gate with Fence

Cattleguard

Guardrail

Concrete Barrier and Guard Wall

Retaining Wall wall face

Signs (single, double post; portable)

Delineators

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Pipe Culvert with Drop Inlet

Box Culvert

Underdrain

Overhead/Above Ground Utilities

Underground Utilities

Light, Support w/Anchor) Poles (Power, Telephone, Joint Use, Miscellaneous Utility Features

Building

Right-of-Way Line

Permanent Easement

Construction Easement

Riprap

- no symbol -

Section A-A

EXISTING PROPOSED

STEAM = steam, T = telephone, TV = CATV, W = water P = power, SA = sanitary sewer, SD = storm drain, SS = storm sewer, FM = force main, FO = fiber optic, G = gas, IRR = irrigation, O = oil, UP = transformer or junction box, WF = water fountain EM = electric meter, TP = telephone pedestal, TV = CATV pedestal,

- no symbol -

ABBREVIATIONS

PLAN SYMBOLS AND

101-1W

FP-14

6/2022

WFLHD DETAIL

:4

A

M

A u g u s t

D e t W

-1 rp a -h ln -0

\s h a re d \h ig h w a y s \F

H W

A \2 m t-n p -l ib i- (2

L it tl e B ig h o rn

P h a s e \D

G N

\G e n e ra l In fo rm a ti o n \M

T N

P L

IB

I_ (2 p ln g e n a b b re v .d g n

OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

APPROVED FOR USE

PROJECT

SHEET

A.3

NPS PMIS No. 262851

MT NP LIBI 10(2)

-&I e( u t/ p;

<JI

I I

END/ PRO.JECT

MT /)JP LIBI 10(2)

20+46.00

I/ I "

BEGIN PRO.JECT

la 'MT NP LIBI 10(2)

,, 11+13.00

Reno Canal

LITTLE BIGHORN BATTLEFIELD

NATIONAL MONUMENT BOUNDARY

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BNSF Railway

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NPS PMIS No. 262851

PROJECT

SHEET

NUMBER

MT NP LIB! 10(2) A.4

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I Little Bigh

I - River Qrn

To Sheridan, WY

66 miles

6�/ * 1/ C: \

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Scale in miles

¼ 0 ¼ ½ I

¾ 1

�,---------------------L:__ ___

------:::....:,_ ____________________ ��2:::::::::�r-----------------------

J

VICINITY MAP

NPS PMIS No 262851

PROJECT SHEET

NUMBER

SUMMARY OF QUANTITIES MT NP LIB! 10(2) B.1

A Sheet and Description Estimated

M Line SECTION D SECTION E SECTION F SECTION G SECTION I SECTION J - Quantities Remarks and/or

E Item Pay Item Pay Item Description Unit Determination of Estimated Number APPROACH ROADS SOIL EROSION AND N No. PLAN AND PROFILE AND PARKING SEDIMENT DRAINAGE TEMPORARY PERMANENT ALLOWANCE Bid Schedule Quantity

D AREAS CONTROL TRAFFIC CONTROL TRAFFIC CONTROL

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

A0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0l00 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL i A0120 15705-1400 SOIL EROSION CONTROL, FIBER E

§ ROLL LNFT 1,755 85 1,840

A0140 15706-0200 SOIL EROSION CONTROL, CHECK

1' DAM (FIBER ROLL) EACH 6 4 10

1!

§ A0160 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

� I A0180 20101-0000 CLEARING AND GRUBBING ACRE 0.45 0.35 0.80 Contract Quantity i, A0200 20301-1100 REMOVAL OF GATE EACH 1 1 "

:, A0220 20301-2400 REMOVAL OF SIGN EACH 3 3

:J o.' A0240 20302-0300 REMOVAL OF CURB AND GUTTER, z

� CONCRETE LNFT 38 1,323 1,361

� A0260 20303-1600 REMOVAL OF PAVEMENT, ASPHALT SQYD 3,598 3,598

a A0280 20303-3200 REMOVAL OF SIDEWALK, 0

1'.

1! CONCRETE SQYD 4 201 205

§ � A0300 20315-0000 SAWCUTTING PAVEMENT LNFT 105 59 11 175 z � A0320 20401-0000 ROADWAY EXCAVATION CUYD 202 1,195 1,397 Contract Quantity

I A0340 20405-3000 SUBEXCAVATION, 18-INCH DEPTH SQYD 67 732 101 900

A0360 20701-0300 SEPARATION-STABILIZATION

'll

E GEOTEXTILE, CLASS 1, TYPE C ::J

.J

� (NONWOVEN) SQYD 1,394 5,903 203 7,500

;e A0380 20703-2000 GEOGRID, STABILIZATION SQYD 1,308 5,834 358 7,500

A0400 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 523 924 153 1,600 I

M

0 A0420 30802-0000 RECYCLED AGGREGATE BASE CUYD 118 461 46 625 0

i A0440 40301-0100 ASPHALT CONCRETE PAVEMENT, I

TON 794 1,251 205 2,250 !!, TYPE 1 "'

� A0460 40601-0000 FOG SEAL TON 0.40 0.01 0.09 0.50 :§

5-

1 A0480 41201-0000 TACK COAT TON 4.1 4.9 1.0 10.0

� A0500 41301-0000 ASPHALT PAVEMENT MILLING g z

...J (FULL DEPTH) SQYD 2,003 97 2,100 I

� "' A0520 41301-0700 ASPHALT PAVEMENT MILLING, 2 :::::

1/2-INCH DEPTH SQYD 4,132 559 309 5,000

A0540 42101-0000 SCRUB SEAL SQYD 4,938 571 266 5,775

A0560 50205-0000 SURFACE DIAMOND GRINDING SQYD 2 2

M A0580 60101-0000 CONCRETE CUYD 0.1 0.6 0.3 1.0 ..

i-i

Milestone: SIGNOFF Report Date: 07/29/24

PROJECT

SHEET

NUMBER

SUMMARY OF QUANTITIES MT NP LIB! 10(2) B.2

A Sheet and Description Estimated

M Line SECTION D SECTION E SECTION F SECTION G SECTION I SECTION J - Quantities Remarks and/or

E Item Pay Item Pay Item Description Unit Determination of Estimated Number APPROACH ROADS SOIL EROSION AND N No. PLAN AND PROFILE AND PARKING SEDIMENT DRAINAGE TEMPORARY PERMANENT ALLOWANCE Bid Schedule Quantity

D AREAS CONTROL TRAFFIC CONTROL TRAFFIC CONTROL

A0600 60102-0000 CONCRETE (RENINFORCED,

6-INCH DEPTH) SQYD 95 5 100

A0620 60201-0600 18-INCH PIPE CULVERT LNFT 12 8 20

A0640 60704-0000 CLEANING CULVERT IN PLACE EACH 2 2

A0660 60901-0000 CURB, CONCRETE (STONE HOUSE) LNFT 262 8 270

A0680 60901-0000 CURB, CONCRETE (CEMETARY) LNFT 551 9 560

I A0700 60902-1000 CURB AND GUTTER, CONCRETE,

E

§ 12-INCH DEPTH LNFT 122 462 16 600

A0720 60915-3000 WHEELSTOP, RECYCLED PLASTIC

1' (BLUE AND REMOVABLE) EACH 1 1

1!

§ A0740 61108-1000 ADJUST WATER VALVE EACH 3 1 4

I A0760 61110-1000 IRRIGATION SYSTEM (ADJUST) LPSM ALL

i, A0780 61501-0100 SIDEWALK, CONCRETE SQYD 4 133 3 140 "

:, A0S00 61509-0000 DETECTABLE WARNING PANELS SQYD 1.5 2.2 0.3 4.0

o.' A0820 61902-0000 GATE EACH 1 1 z

A0840 61903-0000 CATTLE GUARD (8 FEET) EACH 1 1

� A0860 61903-0500 CATTLE GUARD, 20 FEET EACH 1 1

a A0880 62201-0250 DUMP TRUCK, 10 CUBIC YARD 0

MINIMUM CAPACITY HOUR 40

� A0900 62201-0550 BACKHOE LOADER, 6 CUBIC z

FOOT MINIMUM RATED CAPACITY

I BUCKET, 24-INCH WIDTH HOUR 40

A0920 62201-2850 MOTOR GRADER, 12 FOOT

MINIMUM BLADE HOUR 40

I

� A0940 62301-0000 GENERAL LABOR HOUR 40

;e A0960 62401-0300 FURNISHING AND PLACING

TOPSOIL, 4-INCH DEPTH SQYD 200 50 250 � I

0 A0980 62406-0300 PLACING CONSERVED TOPSOIL, 0

4-INCH DEPTH ACRE 0.3 0.3 0.4 1.0

I l AlO00 62501-0000 TURF ESTABLISHMENT

� (HYDRAULIC METHOD) ACRE 0.3 0.3 0.4 1.0

Al020 63302-0000 SIGN SYSTEM SQFT 66.1 66.1 � Al040 63316-1000 REMOVE AND RESET SIGN EACH 5 5

Al060 63401-0700 PAVEMENT MARKINGS, TYPE D, I

SOLID (4-INCH WHITE) LNFT 4,771 79 4,850 :::::

Al080 63401-0700 PAVEMENT MARKINGS, TYPE D, SOLID (6-INCH WHITE) LNFT 1,666 34 1,700

All00

63401-0700 PAVEMENT MARKINGS, TYPE D,

"' SOLID (YELLOW) LNFT 1,528 72 1,600 "'

oi

Report Date: 07/29/24

SHEET

NUMBER

SUMMARY OF QUANTITIES MT NP LIB! 10(2) B.3

A Sheet and Description Estimated

M Line SECTION D SECTION E SECTION F SECTION G SECTION I SECTION J - Quantities

Remarks and/or E Item

Pay Item Pay Item Description Unit Determination of Estimated

Number APPROACH ROADS SOIL EROSION AND N No.

PLAN AND PROFILE AND PARKING SEDIMENT DRAINAGE

TEMPORARY PERMANENT

ALLOWANCE Bid Schedule Quantity

D

AREAS CONTROL

TRAFFIC CONTROL TRAFFIC CONTROL

A1120 63403-0400 PAVEMENT MARKINGS, TYPED

(WHITE) SQFT 16 4 20

A1140 63405-1350 PAVEMENT MARKINGS, TYPED,

STRAIGHT ARROW (WHITE) EACH 16 16

A1160 63405-1650 PAVEMENT MARKINGS, TYPED,

ACCESSIBILITY SYMBOL (BLUE) EACH 6 6

A1180 63502-1250 TEMPORARY TRAFFIC CONTROL,

TUBULAR MARKER, TYPE 42-INCH EACH 100 100

A1200 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 51 4 55

A1220 63506-0500 TEMPORARY TRAFFIC CONTROL,

I

FLAGGER HOUR 440 35 475

I

I A1240 63602-6020 SYSTEM INSTALLATION,

I

TRAFFIC DETECTOR WIRE LOOP EACH 1 1

I A1260 63621-1000 UTILITY BOX, PULLBOX EACH 1 1

I

A1280 63640-0700 RELOCATE ELECTRICAL LINE LPSM ALL

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Reoort Date: 07/29/24

Safety Edge Detail See Sheet C.2 for details

1' Shldr. l5l

11'-0" Traveled lane

Edge of existing pavement

rt. '

11'-0" Traveled lane

Profile grade

I

1 'Shldr. f5l r Safety Edge Detail See Sheet C.2.

PROJECT

MT NP LIB! 10(2)

Existing ground

Turf establishment

172' (hydraulic method)

/ , / / - - , Varies r11 varies r11 Placing conserved

.c:.:!::::�i==�;=�==:::::::==::�-==-�-;-:::::'-::::::::::::::==::::::�=======-===-::-===-::-==:: -::-==::-::::-::-===-�======�==::::::===�s..;;;;,_; topsoil, 4-inch depth _::,:.:�-:_11...,_---:,:.___[_ __ 7"-J------j '- /

I

•i •i •i •i •i ·� -� •i •i •i � •,>c •i •i;i -� -� •i

1 __ , _____ _

____ - - - - - - - - - - -\� / Existing ground

- \_ See Fill Slope Rounding on Sheet C.2

Scrub seal £4J

Fog seaI£3J

Geogrid, stabilization

Separation-stabilization geotextile, class 1, type C (nonwoven)

Shoulder widening f7J

Asphalt concrete pavement, type 1, 3-inch compacted depth, place in two equal lifts

Place tack coat between lifts

Recycled aggregate base, 4" compacted depth

Roadway aggregate, method 2, 8" compacted depth

"MAIN 01"

11+21.00 to 20+46.00

Scrub seal l4l

NOTE:

Asphalt concrete pavement, type 1, 3-inch compacted depth, place in two equal lifts

Top of existing pavement

Place tack coat between lifts

Asphalt pavement milling, 2 1/2-inch depth f61

1. See Sheet C.2 for cut and fill slope rounding details.

2. Mirror details as needed.

FOOTNOTE:

£11 Match existing cross slopes.

£21 Construct slopes as shown in the Staking Report.

SHEET

NUMBER

C.1 f3J Place fog seal on recycled aggregate base immediately after construction.

£4J Place scrub seal under full width of new pavement.

f5J Increase width in roadside parking areas. See Sheet C.2 for details and locations.

f61 Conserve milled material for use as recycled aggregate base.

f7J See Sheet C.4 for shoulder widening locations.

TYPICAL SECTIONS

NO SCALE

gi...._ _________________________________________________________________________________ ___. ____________________________ _, t Varies £21 f

11'

Traveled way

Proposed pavement or

11'

Traveled way Varies £21 Match existing pavement, concrete slab, or concrete curb and gutter

Existing pavement, concrete slab, Profile grade concrete curb and gutter Profile grade or concrete curb and gutter

Varies r11 Varies fll

"MAIN 01" - ADDITIONAL MILLING

NEW PAVEMENT OR CONCRETE CURB AND GUTTER

1.:3

"MAIN 01" RIGHT

11+98.00 to 12+44.33 16+26.11 to 17+70.00 19+65.88 to 20+35.09

Varies £21

Edge of existing pavement

2'

� t �a_ri:_S :_

11'

Traveled way

Varies fll

- - - - - - -, Shoulder widening

� Existing ground

Profile grade

"MAIN 01" - SHOULDER WIDENING

FOR ROADSIDE PARKING

"MAIN 01" LEFT

11 +86. 00 to 19+09. 00

Varies flJ Varies f11

"MAIN 01" - ADDITIONAL MILLING

MATCH TO EXISTING PAVEMENT/CONCRETE SLAB/CURB AND GUTTER

"MAIN 01" RIGHT

12+44.33 to 16+26.11 17+70.00 to 19+65.88

Varies £21 11'

Traveled way t I

Profile grade

= Varies [11 Varies £11 r

� � � Edge of existing pavement

Existing ground

"MAIN 01" - ADDITIONAL MILLING

NO CURB

"MAIN 01" LEFT

11+21.00 to 11+86.00

19+09.00 TO 20+38.00

Point available in staking notes

Pull recycled aggregate base to cover safety edge

Recycled aggregate base, 4" depth

First lift of asphalt

Second lift of asphalt

"MAIN 01" RIGHT

11+66.55 to 11+98.00 20+35.09 to 20+38.00

SAFETY EDGE DETAIL

NPS PMIS No. 262851

5' 5'

Slope stake limit

0.25D

CUT SLOPE

ROUNDING DETAIL

FILL SLOPE

ROUNDING DETAIL

NOTE:

PROJECT

MT NP LIB! 10(2)

1. See Sheet C.1 for surfacing details.

FOOTNOTE:

£11 Match existing cross slope.

£21 Adjust width to match existing or proposed conditions.

TYPICAL SECTION

DETAILS

SHEET

NUMBER

C.2 gi,__ __________________________________________________________ N_o_s_cA_LE....._ ____________________ __, g:

Existing shoulder

Existing edge of pavement � - - - - --- � -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -

L

�1

Existing <l_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - l _______________________________ !I

Existing edge of pavement � - - - - --- � -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -

Existing ditchline _/-

Existing ground

SUBEXCAVATION PLAN

Design Existing

f. f.

Profile grade

, w a•.;_�·:,.':\i-"·?1

:=��;;;:��-�:�l�:ag�: C :

_1

·r;_:.'.,:_ __ o_:

i

(nonwoven) (subexcavation)

Geogrid, stabilization (subexcavation)

Select borrow, 18-inch compacted depth

18-inch Subexcavation depth

Surfacing section r11

Top of proposed subgrade

SUBEXCAVATION DETAIL f l

,___ _ _ _ _ _ _ _ _ _ __ L ____________ 6

Surfacing section r11

Select borrow, 18-inch compacted depth

Profile grade

"j}I?< : �(�q)J:.�·fl:: •� 0� Geogrid, stabilization (sube::::;t:;/J

• -n _ a:.., Separation-stabilization geotextile, class 1, type C (nonwoven) (subexcavation) i::::

Top of proposed subgrade

SUBEXCAVATION PROFILE

/ Existing / ground

NO SCALE

NPS PMIS No. 262851

PROJECT

MT NP LIB! 10(2)

SUBEXCAVATION LOCATIONS [3]

STATION SIDE WIDTH LENGTH

(LNFT) (LNFT)

FROM I TO

MAINLINE

16+50 to I 17+50 CL 6 100

STONE HOUSE C4l

20 50

15 221

30 55

[SJ

VISITOR CENTER l4l

6 60

6 35

6 10

NOTE:

1. See Sheets D.3 and E.1 for quantities.

FOOTNOTE:

r11 See Sheet C.1 or E.6.

r21 Mirror detail as appropriate.

SHEET

NUMBER

C.3 f3l Adjust locations to meet field conditions as directed by the CO.

£4J See Sheets E.3 and E.5 for locations.

£51 Average length.

SUBEXCAVATION DETAILS

'C

SHOULDER WIDENING LEGEND:

Widening

From

11+86

From

BEGIN PRO.JECT

BEGIN CONSTRUCTION

"MAIN 01" 11 +13.00

"MAIN 01"

ADDITIONAL WIDENING

LEFT RIGHT

To From

19+09

"STONE HOUSE"

SHOULDER WIDENING

LEFT RIGHT

To From

To

To

1000+86 1001+46 j I

I J I f J f r v Approximate park boundary

I' I \I rn

Ul c_ ___ _ r--

END PRO.JECT

END CONSTRUCTION

"MAIN 01" 20+46.00

"MAIN 01" - Shoulder widening for roadside parking See Sheet C.2 for details

'< /0� ----

/0�

0� y- - --, O=I

�:f // / X:

G',, NPS PMIS No. 262851

PROJECT

MT NP LIB! 10(2)

SHEET

NUMBER

C.4

SHOULDER WIDENING PLANS

gL_ _______________________________________________________________ ...,_ _____________________ _

:3

J u ly

S u r v e y

C o n tr o l r p a h ln

\s h a r e d

\h ig h w a y s \F

H W

A \2 m t-n p li b i-

L it tl e B ig h o r n

P h a s e

\D G

N \P la n a n d P r o f il e \M

T

N P

L

I B

I p ln p p c o n tr o l.

d g n

SURVEY CONTROL

PROJECT

D.1

J uJy_

9:

RP

A-

HL

N-

\S ha re d\ hi gh w ay s\

FH

W

A \2 m t-np -l ib i-

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;:Q l::l

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3::

2l f o ta l A dj u s te d A v a il a b le f o r F il

(a dj u s te d b a s e d o n s h ri n k s w e ll f a c to r) in fo o llJ

E b a n k m e n t r-n, in fo o d it io n a l

B a c k fi ll

N e e d e d

S e e

N o te

-< CJ

in fo o p s o il s tr ip p e d f ro m e m b a n k m e n t fo u n d a ti o n a re in fo o ta l

F il l N e e d in fo o

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A dj u s te d

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"' "' "' 0, SHEET

NUMBER

MAINLINE ROADWAY QUANTITIES MT NP LIB! 10(2) D.3

ITEM DESCRIPTION

20101-0000 CLEARING AND GRUBBING

20401-0000 ROADWAY EXCAVATION

20701-0300

SEPARATION-STABIUZATION GEOTEXTILE, CLASS 1, TYPE C

(NONWOVEN)

20703-2000 GEOGRID, STABIUZATION

30202-2000 ROADWAY AGGREGATE, METHOD 2

30802-0000 RECYCLED AGGREGATE BASE

40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1

40601-0000 FOG SEAL

41201-0000 TACK COAT

41301-0700 ASPHALT PAVEMENT MILLING, 2 1/2-INCH DEPTH

42101-0000 SCRUB SEAL

62406-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH

62501-0000 TURF ESTABLISHMENT (HYDRAUUC METHOD)

MAINLINE REMOVAL QUANTITIES

ITEM ITEM

20301-1100 20302-0300

STATION TO STATION SIDE REMOVAL OF GATE REMOVAL OF CURB AND

(EACH) GUTTER, CONCRETE

(LNFT)

16+26.20 to 16+33.07 RT N 17 17+56.69 to 17+70.12 RT N 14 18+96.55 to 19+o3.30 RT N 7

20+46 1 N

TOTAL 1 38

ITEM ITEM

ITEM 60902-1000 20315-0000

60101-0000 CURB AND GUTTER, STATION SIDE SAWCUTTING

PAVEMENT CONCRETE CONCRETE,

12-INCH DEPTH

(LNFT) (CUYD) (LNFT)

11+17 LT 51 ~ ~

11+17 RT 26 ~ ~

11+29 LT ~ ~ ~

11+32 LT ~ ~ ~

12+94 LT ~ ~ ~

16+26.20 to 16+37.32 RT ~ ~ 37 17+o0.21 to 17+70.12 RT ~ ~ 78 18+96.55 to 19+o3.30 RT ~ 0.1 7

20+46 28 ~ ~

TOTAL 105 0.1 122

LOCATIONS

UNIT "MAIN 01" 11+13 "MAIN 01" 17+o0 TOTAL NOTES to 17+00 to 20+46

ACRE 0.26 0.19 0.45 Contract quantity.

FOOTNOTE:

CUYD 148 54 202

Contract quantity. Unadjusted quanitity. Includes conserved topsoil. Conserved topsoil based on a 6-inch depth. fll See Sheet C.3 for details.

SQYD 896 498 1,394

SQYD 841 467 1,308

r 21 See Section H for details.

TON 337 186 523 Based on 1. 97 ton/cuyd.

CUYD 75 43 118

TON 509 285 794 Based on 1. 94 ton/cuyd.

TON 0.25 0.15 0.4 Based on 0.1 gaf/sqyd and 240 gal/ton.

TON 2.6 1.5 4.1 Based on 0.1 ga(jsqyd and 240 gal/ton.

SQYD 2,671 1,461 4,132 Conserve millings for reuse as item number 30802-0000.

SQYD 3,168 1,770 4,938

ACRE 0.18 0.12 0.30

Place conserved topsoil in the general area from where it was removed.

ACRE 0.18 0.12 0.30

MAINLINE SUBEXCAVATION QUANTITIES £1I

ITEM FOR INFORMATION ONLY

20303-3200

REMOVAL OF ITEM SEPARATION-

SIDEWALK, 20405-3000 STABILIZATION GEOGRID,

CONCRETE STATION TO STATION SIDE SUBEXCAVATION, GEOTEXTILE, CLASS 1, SUBEXCAVATION SELECT STABILIZATION

(SQYD) 18-INCH DEPTH

N

N

4 (SQYD)

N 16+50 to 17+50 RT 67

4 TOTAL 67

OTHER MAINLINE ROADWAY QUANTITIES

BED COURSE

BED COURSE ITEM ITEM MATERIAL ITEM

MATERIAL (CURB) 61509-0000 61108-1000 61501-0100 (SIDEWALK)

DETECTABLE ADJUST SIDEWALK,

(FOR INFORMATION WATER VALVE CONCRETE (FOR INFORMATION WARNING

ONLY) ONLY) PANELS

(CUYD) (EACH) (SQYD) (CUYD) (SQYD)

~ 3 ~ ~ ~

0.7 ~ ~ ~ ~

1.4 ~ ~ ~ ~

0.1 ~ 4 0.7 1.5

2.2 3 4 0.7 1.5

TYPE C BORROW (SUBEXCAVATION)

(NONWOVEN)

(SUBEXCAVATION)

(SQYD) (CUYD) (CUYD) (SQYD)

ITEM

61902-0000

GATE f2l

(EACH)

ITEM

61903-0000

CATTLE GUARD

(8 FEET) f2l

(EACH)

ITEM

61903-0500

CATTLE GUARD,

20 FEET f2l

(EACH)

ITEM

63602-6020

SYSTEM

INSTALLATION,

TRAFFIC DETECTOR

WIRE LOOP f2l

(EACH)

ITEM

63621-1000

UTILITY BOX,

PULLBOX f2l

(EACH)

TABULATION OF PLAN AND

PROFILE QUANTITIES

SHEET 2 OF 2

PLAN AND PROFILE

LEGEND:

Subexcavation

11+32, LT

System installation, traffic detector wire loop

��=:::::::=t==:!�====��� See Sheet H.2

Construction limits

12+94, LT �(3) Adjust water valve u, Slope stake limits

NPS PMIS No. 262851

PROJECT

SHEET

NUMBER

MT NP LIB! 10(2)

PI 17+33.82

t:.. = 18°

03'19" (LT)

R = 940 . 00' T = 149.35' L = 296 . 22' e = Match Existing

D.4 rrigatiOIJ,, ste(FI' (adjust)

0� - "MAIN 01" Line __.. _;::;- •

�oo���d dge of pavement_ p

-=--=--=--=--=--=- - - S440 02'35"E .._

8' --p---

- - = ::;;---=-=== �---=-vif" -

Proposed pavement structure

BEGIN PRO.JECT

BEGIN CONSTRUCTION

"MAIN 01" 11+13.00

, Little Bighorn��,.�� Battlefield Road N= 488829.469 E = 2497572.941 El. = 3238.28

CONNECTION DETAIL

3,260 ........ , .. -�!?���.C?.�'.'!-��- -�C?"!!?��"!(?! . . . . . . ' . . . . . . . . . . . . . . . . . . ' . . . . . . . . . . . . . . . . . . , 3,250

3,240

3,230

3,220

Big f:lorn Electric Cooperative

Monte Russell

303 S. Mitchell Avenue Hardin, MT 59034

(406) 665-2830 mrussell@bhec.com

Nemoht Telephone Cooperative

David:Stentoft

2457 Main Street Worden, MT 59088

(406) :620-7011 david.stentoft@nemont.coop

Montana Dakota Utilities Mark Vinger PO �ox 7608 Boise, Idaho 83706 ( 406) 896-4206 dale;nafts@mdu.com:

� 6.

Existing concrete slab r"

J- - Sawcut for cattle guard)j otherwise, do not distlflip

Existing concre7'e curb and gutter

Stone �:;:: :;:::lh and parking area / See Sheets E.2 - E3

Removal of curb and gutter, concrete

Edge of pavement wsting concrete slab and Curb and gutter, concrete, 12-inch depth See Sheet E. 7 for details � concrete curb and gutter

1 �� Qo not disturb

.r .,.-/l/

/ / / // / � Profl/e grade = Existing ground + 0.5"

1./. ... , Existing entrance station median Do not disturb.

Subex.� RT See Sheet C.3 �I

3,260

3,250

3,240

3,230

3,220

3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00

Subex:, RT �See S�eet C.3

'7"""-.... ...... -- -- -- -- --

3,280

E /

::i, 3,270 / ;..,---�---+ ••••••• -• -• ------ 'l --••••••• -• -• -----, ----••••••• -• -• ---,------••••••• -• -• - ,- ------••••••• -• - :---------•••••••• - ; -• --------•••••• ;, <- . -. --------..... -: .. -. -

� w / •

� -.J ii! // t Q

3,260

3,250

"'5 ..... /

/ u � � ill � /' ,9- :5

...... ·••········�· ····•••··,---··· .... : ... o,.1.-1.

� !'<) C:

� + Ill

�� �a O'I C:

: h : :

· · · · · · · · · · · · · · · · · : · · · · · · · · · · · · · · · · · : · · · · · · · · .� ·Prome grade· :e Ex;sting ground ·+· 0-.5" • •

I·

17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00

3,280

3,270

POINT

3,260 1

3,250 6

Comfort Station

NPS PMIS No. 262851

I I

PROJECT

MT NP LIB! 10(2)

Little Bighorn Battlefield Road

CONNECTION DETAIL

$idewalk, concrete, 4-inch depth /See Sheet E. 7 for details

Ihsta/1 acctssibility ramp 5iee Sheet E.12 for details

I

SHEET

NUMBER

D.5

ADA RAMP LAYOUT POINTS

NORTHING EASTING ELEVATION DESCRIPTION

488,399.628 2,498,231.768 3,254.76 TBC (top back of curb) and top back of wall, Tie into existing curb

488,399.554 2,498,232.097 3,254.44 TBC, Laydown curb, Edge of sidewalk 488,398.861 2,498,235.165 3,254.45 TBC, Laydown curb 488,398.168 2,498,238.234 3,254.45 TBC, Laydown curb, Edge of sidewalk 488,398.094 2,498,238.559 3,254.82 TBC and top back of wall, Tie into existing curb 488,392.863 2,498,237.152 3,254.75 Top back of wall, Tie into existing sidewalk 488,392.943 2,498,236.845 3,254.75 Edge of sidewalk, Tie into existing sidewalk 488,393.967 2,498,232.922 3,254.68 PI, Tie into existing sidewalk 488,394.544 2,498,230.958 3,254.65 Edge of sidewalk, Tie into existing sidewalk 488,394.638 2,498,230.638 3,254.65 Top back of wall, Tie into existing sidewalk

SHEET

NUMBER

MT NP LIB! 10(2) E.1

APPROACH AND PARKING AREA QUANTITIES

LOCATIONS

ITEM DESCRIPTION UNIT "Cemetery "Visitor TOTAL NOTES "Stone House"

Road" Center"

20101-0000 CLEARING AND GRUBBING ACRE 0.25 0.05 0.05 0.35 Contract quantity.

20302-0300 REMOVAL OF CURB AND GUTTER, CONCRETE LNFT 259 553 511 1,323

20303-1600 REMOVAL OF PAVEMENT, ASPHALT SQYD ~ 715 2,883 3,598

20303-3200 REMOVAL OF SIDEWALK, CONCRETE SQYD ~ ~ 201 201

20315-0000 SAWCUTTING PAVEMENT LNFT 49 10 ~ 59

20401-0000 ROADWAY EXCAVATION CUYD 616 140 439 1,195

Contract quantity. Unadjusted quanitity. Includes conserved topsoil.

Conserved topsoil based on a 6-inch depth.

20405-3000 SUBEXCAVATION, 18-INCH DEPTH SQYD 662 ~ 70 732

SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE

SQYD 793 ~ 111 904 For information only.

C (NONWOVEN) (SUBEXCAVATION)

SUBEXCAVATION CUYD 332 ~ 35 367 For information only.

SELECT BORROW CUYD 332 ~ 35 367 For information only.

GEOGRID, STABILIZATION (SUBEXCAVATION) SQYD 662 ~ 70 732 For information only.

I

20701-0300

SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE

SQYD 2,290 828 2,785 5,903

I

C (NONWOVEN)

I 20703-2000 GEOGRID, STABILIZATION SQYD 2,273 788 2,773 5,834

I 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 361 124 439 924 Based on 1.97 ton/cuyd.

I

30802-0000 RECYCLED AGGREGATE BASE CUYD 175 63 223 461

I 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 518 156 577 1,251 Based on 1.94 ton/cuyd.

40601-0000 FOG SEAL TON 0.01 ~ ~ 0.01 Based on 0.1 gal/sqyd and 240 gal/ton.

41201-0000 TACK COAT TON 2.1 0.6 2.2 4.9 Based on 0.1 gal/sqyd and 240 gal/ton.

41301-0000 ASPHALT PAVEMENT MILLING (FULL DEPTH) SQYD 2,003 ~ ~ 2,003

Conserve mi/lings for reuse as item number 30802-0000.

Assumed a 4-inch milling depth.

41301-0700 ASPHALT PAVEMENT MILLING, 2 1/2-INCH DEPTH SQYD 529 ~ ~ 559 Conserve mi/lings for reuse as item number 30802-0000.

I 42101-0000 SCRUB SEAL SQYD 571 ~ ~ 571

50205-0000 SURFACE DIAMOND GRINDING SQYD 2 ~ ~ 2

60101-0000 CONCRETE CUYD ~ 0.4 0.2 0.6

I

60102-0000 CONCRETE (REINFORCED, 6-INCH DEPTH) SQYD 95 ~ ~ 95

BED COURSE MATERIAL (CONCRETE) CUYD 10.6 ~ ~ 10.6 For information only.

60901-0000 CURB, CONCRETE (CEMETERY) LNFT ~ 551 ~ 551

I

60901-0000 CURB, CONCRETE (STONE HOUSE) LNFT 262 ~ ~ 262

60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH LNFT ~ ~ 462 462

BED COURSE MATERIAL (CURB) CUYD 1.6 3.8 10.6 16.0 For information only.

61108-1000 ADJUST WATER VALVE EACH 1 ~ ~ 1

61501-0100 SIDEWALK, CONCRETE SQYD ~ ~ 133 133

BED COURSE MATERIAL (SIDEWALK) CUYD ~ ~ 22.6 22.6 For information only.

61509-0000 DETECTABLE WARNING PANELS SQYD ~ ~ 2.2 2.2

62401-0300 FURNISHING AND PLACING TOPSOIL, 4-INCH DEPTH SQYD ~ ~ 200 200

62406-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH ACRE 0.20 0.04 0.06 0.30 Place conserved topsoil in the general area from where it was removed.

62501-0000 TURF ESTABLISHMENT(HYDRAULIC METHOD) ACRE 0.20 0.04 0.06 0.30

TABULATION OF APPROACH AND

PARKING QUANTITIES

i:j

NPS PMIS No. 262851

I /F�I

"MAIN 01"/ / 'J /

I \ :;; ' I I T' 11

/) 1/ lr!) I ( T 13 ( ( Jh 11

,�J�

"MAIN 01" 12

"STONE HOU�

999+77.57

12 I

I

� 1 1 1//li 1 1 /

I n \ C I u IU I H I I I i I I I

/+50.17

21.07' LT

� .,,.,..,,. . . _ :.:.Z _ 57.01 -7:@=

- •-=a- -;::;.�Tr":-:'-· •• ·· .,./ 12.03' RT

3,254:

3,252:

.22' RT - - - ' ,, -+&1::"70- ~

. ?+05.58 12.16' RT

_ 18.36' RT "Stone House" Line to be constructed

� � BEGIN CONSTRUCTION PI 1001+21.60

'-1- /J. = 34°15'06" (LT)+ l'J "STONE HOUSE" 1000+00. 00 R = 125 .oo·

N= 488738.785 T = 38.52' E= 2497641.884 L = 74.73' El. 3,242.89 e = Match Existing

Stone House parking area See Sheet E.3 for details.

�c;\

END CONSTRUCTION

"STONE HOUSE" 1001+82.40

N= 488581.680 E= 2497563.775 El. 3 245.42

I

I

I

I

I

I

,_ PROJECT

MT NP LIB! 10(2)

NOTE:

1. See Sheet E.1 for quantities.

2. See Sheet E.6 for Stone House approach surfacing details.

3 254

3 252

3 2503,250: ----------·· .. --·--------------·· .. · .................. · .................. ·

3,248:

3,246 :

3.,.244.:

.3.,.242.;

.3.,.240.;

3.,.238.;

3,236:

3,234:

. . . . , -. �·�-/ /_/_-_-\,! ... - . - . -- -- -- - - -. ·:-.... -. - . -- -- - - ---:· ...... - . - . -- -- -- -- .- \_ Profile grade = Existing ground + 0.5" ,1 : : : -·-v : : :. . .·•········· . ·•············· ·-•· ·•·········, ... ··•············· el Q. -·----.s---t

---------------;------�-a _____ --:------------------:------------------ :-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------

: 6 c:: : : :

. c::, '1l . . . ----------------:------�-�------- :------------------i-----------------i----------------------------------------------------------------------------------------------------------------------------------------------------------------------------

3 248

3 246

3 236

3 234

999+50 1000+00 1000+50 1001+00 1001+50

STONE HOUSE APPROACH

PLAN AND PROFILE

SHEET

NUMBER

E.2 g:

, / ' ,11 Ill\ , I

I _, --,d:' r-- - - -,�r-,X x,J -- :::>-=::::: -- - i �.,..

I ., �- I

Surface diamond grinding Existing concrete for ADA compliance

_6J __ _ 26

25 Sawcut pavement arp pad to • \ reakline ts • creatE; gutter r�- , 0(,), \

51 ts ts I \ Whee/stop, recycled plastic D

• • • 1 blue and removable) ts 1

ADA CONCRETE PAD LAYOUT POINTS

POINT NORTHING EASTING ELEVATION DESCRIPTION

50 488,546.543 2,497,623.715 3,245.85 Grade break

51 488,542.583 2,497,620.344 3,245.77 Grade break, End ADA access, Start drainage swale

52 488,522.173 2,497,602.976 3,245.37 Grade break

Removal of curb and gutter, concrete Install curb, concrete (Stone House) See Sheet E.8 for details.

Removal of curb and gutter, concrete Install curb, concrete (Stone House) See Sheet E.8 for details.

I I

Concrete (reinfo/2:ed, 6-inch dept_!},)/ See Sheet:E. 7

POINT

NORTHING

488,619.305 488,595.179 488,563.133 488,538.835 488,501.245 488,466.946

I ! / NPS PMIS No. 262851

PROJECT

MT NP LIB! 10(2)

SHEET

NUMBER

E.3

LOT CENTER LAYOUT POINTS

EASTING

2,497,652.509 2,497,631.832 2,497,604.367 2,497,583.543 2,497,551.327 2,497,521.931

ELEVATION DESCRIPTION

3,250.16 Lot centerline, Grade break 3,248.23 Lot centerline, Grade break 3,245.85 ADA parking pad corner 3,245.38 ADA parking pad corner 3,243.27 Lot centerline, Grade break

Drainage swale f/owline

• I � ,m \ ---- - \ l !

Constjuction\roitrs

�;___:;;l-

---;;;;-q� ... � ..... ��4 �-¥--"'!-�r

... =.:-;;,;�:p

:•ln�I' �ff,����:§�:=�@�������E��������'fi

L"""

\ I I ' 4 '\

�Slope

� \ � __ _£ 40 ___ .C_ : \ , Edge}of 'c) ff! pavement :r.

;o h-i

----n, Asp ----=-�:-c-:-� .,.....,...-Q 1 1, milling (fut •

S

QUSE ROAD

I -

�excavation e Sheet C. :J for deta

POINT

onstruction fl. its 60

NORTHING

cavatio Sheet C.

EASTING ELEVATION DESCRIPTION

488,625.669 2,497,693.895 3,252.59 Full height curb

1-----�----+-��---+-�---+---�------------il

61 488,560.227 2,497,637.927 3,247.59 Tie into existing curb 62 488,540.033 2,497,620.548 3,247.59 Tie into existing curb 63 488,408.047 2,497,507.294 3,240.29 Full height curb, Begin curb height taper 64 488,406.530 2,497,505.991 3,239.49 End curb height taper

EDGE OF PAVEMENT LAYOUT POINTS

1-------------------------------------�--------

POINT NORTHING EASTING ELEVATION

1 488,406.845 2,497,505.603 3,239.48 2 488,412.080 2,497,499.498 3,239.66 3 488,404.488 2,497,492.989 3,239.66 4 488,408.380 2,497,483.777 3,238.71 5 488,413.552 2,497,476.170 3,238.61 6 488,418.987 2,497,468.175 3,238.59 7 488,440.886 2,497,475.006 3,240.47 8 488,445.353 2,497,460.686 3,240.47 9 488,447.909 2,497,475.467 3,241.05

10 488,456.740 2,497,470.450 3,240.96 11 488,461.933 2,497,464.394 3,240.88 12 488,489.317 2,497,487.102 3,240.53

Y◊ 13 488,528.467 2,497,519.564 3,242.70 14 488,532.048 2,497,522.539 3,242.91 15 488,566.568 2,497,551.184 3,244.72 16 488,591.174 2,497,571.648 3,246.00

NOTE: FOOTNOTE:

1. See Sheet E.1 for quantities. fll Conserve milled material for use as recycled aggregate base.

2. See Sheet E.6 for surfacing details.

DESCRIPTION POINT NORTHING

PI 17 488,596.984

PC 18 488,609.327

Curve center, R = 10' 19 488,626.364 PT, Tie into existing roadway 20 488,612.675 Road centerline, Tie into existing roadway 21 488,637.128 PI, Tie into existing roadway 22 488,661.660

PC 23 488,643.469

Curve center, R = 15' 24 488,625.999

POC, VPI 25 488,560.351

PT 26 488,551.728

PI 27 488,545.667

POT, VPI, Drainage swale flowline 28 488,541.719

POT, VPI 29 488,540.549

POT, Tie into proposed approach roadway 30 488,521.354 POT, VPI, Tie into proposed approach roadway 31 488,452.245 POT, VPI, Tie into proposed approach roadway 32 488,444.659

Scale in feet

20 10 0 20 40

EASTING ELEVATION DESCRIPTION

2,497,576.454 3,246.30 POT, VPI, Tie into proposed approach roadway 2,497,586.778 3,246.14 PI, VPI, Tie into proposed approach roadway 2,497,597.011 3,247.53 Curve center, R = 19. 9'

2,497,611.418 3,247.45 PT, VPI

2,497,631.712 3,249.37 POT

2,497,652.071 3,251.30 PI

2,497,673.218 3,251.71 POT, Centerline of lot

2,497,693.520 3,252.09 PI

2,497,637.374 3,246.84 POT, VPI, Tie into existing conrete roadway

2,497,629.953 3,246.37 POT, VPI

2,497,624.737 3,245.85 POT, VPI, ADA parking pad corner 2,497,621.338 3,245.78 POT, VPI, End ADA access, Start drainage swale 2,497,620.331 3,245.69 POT, VPI, Drainage swale 2,497,603.930 3,245.38 POT, VPI, ADA parking pad corner 2,497,544.594 3,241.50 POT, Drainage swale flowline 2,497,538.079 3,241.70 Grade break, Top of drainage swale

STONE HOUSE PARKING AREA

LAYOUT

N

PI 2000+64.42

l:1 = 30°39'10" (RT) R = 170.00' T = 46.59' J,. = 90.95' e = Match Existing

Removal of curb and gutter, concrete Install curb, concrete (Cemetery) See Sheet E. 8 for details.

Concrete (Cemetery ramp) Sawcut finished pavement for ramp placement See Sheet E.8 for details.

NPS PMIS No. 262851

PROJECT

MT NP LIB! 10(2)

SHEET

NUMBER

E.4

-------sezc:-----....;

N

3,236

3,234

3,232

.3.,.230

3_,.228.

3.,.226.

3.,.224

3,222

3,220

1999+50

END CONSTRUCTION

Approximate location of underground irrigation pipe Do not disturb.

"CEMETERY ROAD" 2004+87.81

N= 487858.578

E= 2497896.575

El. = 3228.28

NOTE:

1. See Sheet E.1 for quantities.

: : I :

------ , -- . . ---- ,. -- 1 I .. . --., ...

3,i32 ··········· :··················:··················:··················:··················:···oo······························································· 3,238 . . 0 a, Ill r,..

. . I.O N 3,230 ........... : .................. : .................. , .................. : .................. : ... ��·······························································

3,228

3).26 • • • •

• • • • • • • • • • • '• • • • • • • • • • • • • • • • • • � • • • • • • • • • • • • • • • • • I • • • • • • • • • • • • • • • • • _, • • • • • • • • • •

N

+i.'65%·····················································

3,232

• Profile grade • • SSD = 306' • --ci o · · · K 11

0 " i24 . : . 010 • ,,, .,, : � Ill r-. -

---- · ------ ------------ · ---- .------------------ : ----------e;·,,:.--i; . ·: · ----------...... ·:· .40 .VC ........................................................ ____ __

(n N 3,230 : ""•<;7 : : : )(

3,232

3,230

3,228

3,226

3,224

��;5 ��r y

...... ·�;i���!% ·:· . . ,J .

Existing ground --:+--P:--........ : �9.,-

8 3,222 °

0 ····,······· . ... ·•· ..... ·•· ..... ·•· ..................... ·•· ..... ·•· ..... ·•· ........ 3,22.2

------- , ----.. - -- . -----. -------- ·re --- ---- .--------.. -

.:: t: ::, cu i..:: . . . . . . " ........... a::, ..

fj u c:cu '° .

"i' .9,. 5 :

3,228 . 3.,_?20 ss� = 493' 3_,.?18 ____ __ K:= 26 3 224

. -6!:)' -vc- ... '

3.,.�16

3,222

"""tr) --------.- --------------r-..O N I'-.

l

. �sUn!} g,.,,,]nd

. ... ·•· ... •· ·•· ..... ·•· ..................... ·•· ..... ·•· ..... ·•· ........ 3,22.0

.............. • ........................................................................ ... 3,21.8

-----------------,-•• --------------------------------------•• --------------------------------�t?�-�

�l···:··················:····

+ C: ..:, ..... , . c::, ·- CU O . .

3,214 ........... : ....... g � ...... ; ................. : ................. ; .................. : ...................................................................... . 3,214

: . t;Ec:. . . ------ ' ............. ---- ·:· --... g '5<·.'I! ·o-- ·:· ----............ · :· --.

l"\J lJJ "ti Q :

2000+00 2000+50 2001+00 2001+50

3,220 3,212

2002+00

' NM ' '

2002+50 2003+00 2003+50 2004+00 2004+50 3,212

CEMETERY ROAD

PLAN AND PROFILE

POINT NORTHING EASTING ELEVATION DESCRIPTION

1 488, 485. 660 2,498,049.759 3,254.36 POC, Tie into new curb 2 488, 468. 539 2,498,043.585 Curve center, R = 18.2'

3 488,479.287 2,498,028.897 3,254.78 PT

4 488,476.572 2,498,026.911 3,254.79 PC

5 488,471.627 2,498,033.669 Curve center, R = 8.4'

6 488, 466. 566 2,498,040.341 3,254.67 PT

7 488,472.882 2,498,045.131 3,254.64 PI

8 488, 430. 462 2,498,100.796 3,254.30 PI

9 488,425.228 2,498,088.278 3,254.24 PC

10 488,421.077 2,498,090.014 Curve center, R = 4.5'

11 488,417.497 2,498,087.287 3,254.18 PT

12 488,414.698 2,498,090.961 3,254.16 PC

13 488,421.459 2,498,096.113 Curve center, R = 8.5'

14 488,413.616 2,498,099.391 3,254.00 PT

15 488,414.698 2,498,090.961 3,254.16 PI

Removal of pavement, asphalt

TOPBACKOFCURB LAYOUT POINTS (CONT'D)

52 488,507.781 2,498,243.419 Curve center, R = 210'

53 488,297.787 2,498,241.887 3,254.81 PT

54 488,297.795 2,498,240.757 3,254.78 POT, Tie into existing curb 60 488,458.430 2,497,985.896 3,254.36 POT, Tie into existing curb

61 488,459.200 2,497,986.166 3,254.37 PC

62 488,524.877 2,497,798.846 Curve center, R = 198.5'

63 488,474.696 2,497,990.898 3,254.57 PT

64 488,493.909 2,497,995.918 3,254.81 PC

65 488,496.817 2,497,984.792 Curve center, R = 11.5' 66 488,507.637 2,497,988.685 3,254.87 POC, Tie into new curb

SIDEWALK AND RAMP POINTS

POINT NORTHING EASTING ELEVATION DESCRIPTION

90 488,371.683 2,498,313.515 3,255.94 Perpendicular ADA ramp top 91 488,376.000 2,498,316.047 3,255.87 Perpendicular ADA ramp top

POINT NORTHING

16 488,420.510

20 488,364.076

21 488,512.322 22 488,363.880 23 488,363.825 24 488,364.642 25 488,369.931 26 488,375. 03 7 27 488,368.595 28 488,372.025 29 488,366. 52 7 30 488,369.036 31 488,369.064

TOP BACK OF CURB LAYOUT POINTS

EASTING ELEVATION

2,498,114.381 3,253.50

2,498,232.683 3,254.54

2,498,241.354 2,498,237.219 3,254.24 2,498,242.224 3,254.29 2,498,256.938 3,255.10 2,498,283.509 3,255.87 2,498,300.396 3,256.36 2,498,303.475 3,256.50 2,498,310.647 2,498,316.390 3,256.40 2,498,318.015 3,255.79

DESCRIPTION

POT, Tie into existing curb PC, Tie into existing curb, Parallel ADA ramp top Curve center, R = 148.5' POC, Parallel ADA ramp landing POC, Parallel ADA ramp landing POC, Parallel ADA ramp top

PT

PI

PC

Curve center, R = 8' POC, Perpendicular ADA ramp flare POC, Perpendicular ADA ramp bottom

POINT NORTHING EASTING

33 488,374.050 2,498,319.368 34 488,377.180 2,498,319.540 35 488,384.547 2,498,317.946 36 488,377.787 2,498,302.067 37 488,394.913 2,498,304.127 38 488,394.965 2,498,303.699 40 488,386.696 2,498,373.911 41 488,386.886 2,498,368.911 42 488,386.998 2,498,365.969 43 488,367.203 2,498,365.557 44 488,366.181 2,498,345.783 45 488,366.032 2,498,345.791 46 488,365.005 2,498,325.918

2,498,318.026 3,255.79 PCC, Perpendicular ADA ramp bottom 47 488,359.086 2,498,344.917 48 488,354.431 2,498,342.776 ew curl'Y aqd'f}utter, concrete, 12-inch depth 21 �-� ee Sheet E:7 -f.Q,N.etails 1-...4, � .......,___ Cb

�INOl" G

� '--..'-...__, I ....., ....._....., >

✓ .. � I .,.

nishing an oil, 4-inch depth ,_

I ' "

U G1-..._ ; ; :- : ..:;::::-i_Gh'., ----

--.r-r • :

Remov Install see-sh

I I

/ Existing sJ I Comfort Station

ELEVATION DESCRIPTION

3,255.74 POC, Perpendicular ADA ramp bottom 3,256.04 POC, Perpendicular ADA ramp flare

3,255.69 PCC

Curve center, R = 17.3'

3,255.23 PT

3,255.23 POT, Tie into existing curb 3,255.67 POT, Tie into existing drop inlet 3,256.16 POT, Start full height curb

3,256.16 PC

Curve center, R = 19.8'

3,256.91 PT

3,256.92 PC, Begin transition to ADA curb

Curve center, R = 19.9' 3,256.71 POC, Begin laydown curb, 3,256.76 PT, Laydown curb, Tie into new curb

Install parallel curb ramp See Sheet E.11 for details

Detectable warning panels (typ.) I\J

NPS PMIS No. 262851

PROJECT

MT NP LIB! 10(2)

N

N 1---L

42 I /

SHEET

NUMBER

E.5

'41n Q

���'=f �()----=----- -__ -____ L--____ _

28 90 all curb and gutter, " 1-rete, 12-inch depth Q

-Sheet.£. z_ f._o.r_ q_eta�:_ T ------- Removal of curb and gutter, concrete Install curb and gutter, concrete, 12-inch depth·

Removal ;hurb -~--o

--and gutter, concrete

See Sheet E. 7 'for details

\ I Visitor's Center o,¼crete parking pad ,-1/tstalled by others

'----cp ,;Cofqete sidewalk

Subexcavation c--_

/ / Ins�all�d by others ' -,----- .... / t

D

Install curb and gutter, c9ncr7 e, 12-inch.<!._epth- See Sheet C.3 for details "-, See Sheet E.7 for det�Js

NOTE:-

Rf [ .pval of sidewalk "-, "-, / / InsJallt5idewalk, concrete " "-, / / See Sfiee E.7 for details '" "-, // //

-f t

,I'"

1. See Sheet E.1 for quantities.

2. See Sheet E.6 for surfacing details.

20 10

Scale in feet

0 20 40

VISITOR CENTER PARKING AREA

LAYOUT

11' 11'

Match existing concrete curb and gutter l5J

Traveled way

Profile grade

Traveled way

Edge of existing pavement r

See Widening Details

2' / '

"ar1'es {l] Varies [l] I \ l-:::j==J==v='', ===="t"======if 'b ""'""" ""'. d"" �.c:=:..i-���./�:�.'.3:;,,.,..., \

I _._._._._._._._.'' ,_,._._._._, I

Shoulder widening £71 J 1y-- 1

See Milling Details Existing ground

Existing concrete curb and gutter

"STONE HOUSE"

1000+00.00 to 1001+82.40

Turf establishment (hydraulic method) Placing conserved topsoil, 4-inch depth

See Fill Slope - _ Rounding on Sheet C.2 / - - - .

c::

u .b E:

c::

See Fill Slope Rounding on Sheet C.2

Existing ground _/

DITCH DETAIL

FILL SLOPE DETAIL

MILLING DETAILS

t 4.5' 4.5'

Traveled way Traveled way

Varies flJ

Profile grade

Varies £11

I

"CEMETERY ROAD"

2000+55.47 to 2004+87.81 c::

u .b E:

v,:.:::

c::

Curb, concrete, (Cemetery) See Sheet E.4 for locations See Sheet E.8 for details

Asphalt concrete pavement, type 1, NPS PMIS No. 262851

PROJECT

MT NP LIB! 10(2)

Asphalt concrete pavement, type 1, 4-inch compacted depth, place in two equal lifts

Place tack coat between lifts

Recycled aggregate base, 3" compacted depth £31

-'H--- Roadway aggregate, method 2, �===�===��� 3" compacted depth

Geogrid, stabilization

Separation-stabilization geotextile, class 1, type C (nonwoven)

TYPICAL SURFACING SECTION

STONE HOUSE PARKING AREA

CEMETERY ROAD

VISITOR CENTER PARKING AREA

SHEET

NUMBER

E.6

3-inch compacted depth, place in two equal lifts

Turf establishment

Scrub seal £4J

Top of existing pavement

Place tack coat between lifts

Asphalt pavement milling, 2 1/2-inch depth £51

MILLING SURFACING

DETAIL

Scrub seal l4l

Fog seaIl3J

Separation-stabilization

Asphalt concrete pavement, type 1, 3-inch compacted depth, place in two equal lifts

Place tack coat between lifts

,,_,, __ Recycled aggregate base, /r;;"--"'-;�i::"'-"'-'i+""""�� 4" compacted depth l3l

Roadway aggregate, method 2, 8" compacted depth c:::,__ _____ (h_y,_d_ra_ u_ l _ic _ m_e _th_o_d_� _____, geotextile, class 1, type C (nonwoven)

See Fill Slope Rounding on Sheet C.2

Turf establishment (hydraulic method) Placing conserved topsoil, 4-inch depth

-C Existing ground

FILL SLOPE DETAIL

:2 Placing conserved �� topsoil, 4-inch depth l::i.§�

See Cut Slope Rounding on Sheet C.2

WIDENING DETAILS

, 6" min. depth t2r - - -

DITCH DETAIL

SHOULDER WIDENING SURFACING DETAIL

FOOTNOTE:

fll Match existing cross slopes.

r21 Construct slopes as shown in the Staking Report.

£31 Place fog seal on recycled aggregate base immediately after construction.

l4l Place scrub seal under full width of new pavement.

l5l Tie to existing curb from 1000+00.00 to 1000+27.62 LT.

l5J Conserve milled material for use as recycled aggregate base.

£71 See Sheet C.4 for shoulder widening locations.

APPROACH AND PARKING AREA

SURFACING DETAILS

gi,__ __________________________________________________________ N_o_s_c_:A_LE....._ ____________________ __, Sidewalk

6" Expansion joint

Top of curb elevation Sidewalk, concrete, 4-inch depth

1: Top of proposed surfacing

L

CURB AND GUTTER, CONCRETE,

12-INCH DEPTH

Sidewalk

6" Expansion joint

7.5%

Sidewalk

Expansion joint

Sidewalk, concrete, 4-inch depth

6"

·f:>:

o . . ·P" .

jj{;/�i;�\ �---� Bedding material, 6-inch compacted depth

ADA CURB RAMP

RETAINING WALL

DETAIL

Bedding material, 6-inch compacted depth

Bedding material, 4-inch compacted depth

Geogrid, stabilization

LAYDOWN CURB AND GUTTER DETAIL

Top of wall elevation to match existing ground

Existing ground

II)

Concrete

CONCRETE PAVEMENT INFORMATION

LOCATION

CONC. REBAR

DIMENSIONS (LBS)

Stone House Area 27' X 32' 1173

CV)

NPS PMIS No. 262851

3" (typ.J

Varies

Concrete (reinforced, 6-inch depth)

#4 @ 12" centers eogn , s a 1 1za ,on

Separation-stabilization geotextile, PROJECT

MT NP LIB! 10(2)

class 1, type C (nonwoven) #4 @ 12" centers

Bedding material, 4-inch compacted depth

TYPICAL CONCRETE PARKING PAD SECTION

Sidewalk, concrete, 4-inch depth q _: · q -�: q : q • . . � t,, .: 1 •. p · (',.· ·.P, •• to:. -1- _.·p,: :r:,, .: 1. ·./? · [',. ·.P, •• L·. ·1·

-�:;:t0J·ot0;I �{;}0:�;otot;}:;:•f�◊:{ot0{}

�{;){0:�;of0°{

Bedding material, 6-inch compacted depth

TYPICAL CONCRETE SIDEWALK SECTION

NOTE:

1. All rebar is epoxy coated

CURB DETAILS

SHEET 1 OF 2

SHEET

NUMBER

E.7

:s:L __________________________________________________________________________ ....._ _________________________ _

5"

Top of curb elevation

Top of proposed surfacing

Bedding material, 4-inch compacted depth

-'-- -- - ------'- -- '-'. ·-----"'--'" � \o�\}�v Geogrid, stabilization

� 6" .I Lsepar:On-stabilization geotextile, class 1, type C (nonwoven)

CURB, CONCRETE

(STONE HOUSE)

Existing sidewalk

Expansion joint

Curb, concrete (Cemetery)

Top of proposed surfacing

< • • '. 6,. • . • '. 6 .•. ' t,.

--1.:.....,..,,.......,..,--+-,��- �-�-�;.._.�_ � � � � -��/! -�:���-�--��-Cs

•. 1 •. �:: �-

Concrete Sawcut finished pavement for ramp installation

CEMETERY RAMP DETAIL f4l

FOOTNOTE:

£11 Length will vary based on curb reveal height.

Top of curb elevation

1½"R

� Top of � propose� _J � surfacing • .. -- h. , • Bedding material, •• • 4-inch compacted depth

�\o�\\v- Geogrid, stabilization

/i. 6½".I Lsepar�n-stabilization geotextile, class 1, type C (nonwoven)

CURB, CONCRETE

(CEMETERY)

Gutter line or top of proposed surfacing

I" 2' (typ.) [1J

ELEVATION VIEW

Begin or end station

1:4 Taper

PLAN VIEW*

* Curb and gutter shown here.

Maintain a 1 :4 taper ratio for curb reveal heights different than 6 inches.

£21 Taper curb height as shown where new curb doesn't terminate at existing curb. CURB AND

£31 Adjust curb height to match existing ground.

£41 Ramp width is 6'.

CURB AND GUTTER

TERMINAL END DETAIL £21

NPS PMIS No. 262851

PROJECT

MT NP LIB! 10(2)

Outlet flowline

Top of curb elevation

Top of proposed surfacing

CEMETERY CURB OUTLET

SIDE VIEW

Curb, concrete, (Cemetery), typ.

34" outlet width

Top of curb elevation Concrete

1…