Pre-AD MT_NPS_GLAC_11(3)_Plan.pdf

NATIONAL

PARK

Lake

Flathead

Project Location

TYPE OF CONSTRUCTION:

DESIGN DESIGNATION:

SPECIFICATION:

PROJECT MANAGER

PLANS FOR PROPOSED PROJECT

PLANS PREPARED BY

COMMITMENT TO EXCELLENCE

FEDERAL LANDS HIGHWAY

PROJECT AREA

N

82 83

Browning

Kiowa

Saint Mary

East Glacier Park

Pinnacle

Essex

Bigfork

Holt

Creston

Lakeside

Kila

Whitefish

90 15

2 2

MONTANA

West Glacier

G o in g

To

The

Su n

R o ad

L a k e M cD o n a ld

Camas R oad

North

F o rk

R o a d

Coram

Babb

SCALE IN MILES

5 0 5 10 15 20

Kintia Lake

Bowman Lake

Lower Quartz Lake

Logging Lake

Waterton Lake

Lake Sherburne

Duck Lake

St. Mary Lake

Echo Lake

Flotilla Lake

H u n g ry

H o rs e

R e s e rv o ir

Kalispell

FLATHEAD

NATIONAL

FORESTS

MONTANA KEY MAP

ALBERTA

SASKATCHEWAN

N O

R T

H D

A K

O T

A

S O

U T

H D

A K

O T

A

WYOMING

ID

A

H O

M

I SOS U IR

KALISPELL

MISSOULA

Anaconda

HELENA

BUTTE

BOZEMAN

Livingston

BILLINGS

Glendive

Glasglow

HAVRE

Shelby

Lewistown

Dillon

M. TRAFFALIS

APPROVED:

DATE

DATE

N O

T

FO

R

CO

N

STRUCTI

O N

PLAN

-I

N -H

AN

D

L. PERMANENT TRAFFIC CONTROL

K. TEMPORARY TRAFFIC CONTROL

. EROSION CONTROLJ

I. DRAINAGE

H. WOLF OVERLOOK PARKING AREA

G. CAMAS SLIDE AREA

F. CAMAS ENTRANCE STATION

E. APPROACHES AND TURNOUTS

D. PLAN SHEETS

C. TYPICAL SECTION

B. SUMMARY OF QUANTITIES

A. GENERAL INFORMATION

PLAN SECTION INDEX

NATIONAL

PARK

SERVICE

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

Standard Specifications for Construction

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

MONTANA

FLATHEAD COUNTY

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

RESURFACE REMAINING 4 MILES

CAMAS ROAD SLUMPS AND

Grading, Base, Paving, and Drainage

N/A

45 MPH

GLACIER NATIONAL PARK

NATIONAL PARK SERVICE

U. S. DEPARTMENT OF THE INTERIOR

NPS PMIS NO. 188751

MT NPS GLAC 11(3)

e (max)

V

ADT (2036)

ADT (2016)

(28+95 to 52+54; 54+14 to 277+00; and Wolf Overlook)

LENGTH 4.668 MILES

REVIR

Vicinity Map

See Sheet A.4 for

E N

O T

S

WOLLEY

R E

VIR

Horse

Hungry

Lake

St. Mary

Lower

Medicine Lake

Lower Two

Lake

Two Medicine

Lake

Whitefish

Falls

Columbia

RESERVATION

INDIAN

BLACKFEET

AREA

WILDERNESS

GREAT BEAR

GLACIER

COLUMBIA

BRITISH

UNITED STATES

CANADA

PARK

NATIONAL

GLACIER

PARK

NATIONAL

YELLOWSTONE

WILDLIFE RANGE

NATIONAL

CHARLES M. RUSSELL

Lake

Flathead

Elwell

Lake

Lake

Fort Peck

City

Miles

Point

Wolf

FALLS

GREAT

Glacier National Park

Superintendent, Western Federal Lands Highway Division

Chief of Engineering, :1

A

M u g u s t

T it le

P a g e

C

M y

F il e s \F

H W

A \D e s ig n \C a m a s

R o a d

\S h e e ts to p ri n t\ M

T

N P

S

G L

A C

(3

A

.d g n

STATE PROJECT

NUMBER

SHEET

MT NPS GLAC 11(3) A.1

NPS Drwg No. 117/137434 NPS PMIS No. 188751

PRELIMINARY-NOT FOR CONSTRUCTION

:0

P

S e p te m b e r

IN

D E

X T

O P

L A

N S

H E

E T

S

M y F il e s \F

H W

A \D e s ig n \C a m a s R o a d \S h e e ts to p ri n t\

M T

N

P S

G

L A

C (3

A

.d g n

INDEX TO PLAN SHEETS

STATE PROJECT

NUMBER

SHEET

MT NPS GLAC 11(3) A.2

AND ABBREVIATIONS

PLAN SYMBOLS

DETAIL APPROVED FOR USE 11/2001

REVISED: 9/2005 1/2007 10/2009 10/2014

W101-1

U.S. CUSTOMARY DETAIL

36 31

6 1

36 31

6 1

SEC.

SEC.

EL. 1234.56

E

DI

Property Line w/Found Property Corner

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

Trail

Lake, Pond or Reservoir; Marshland

Spring or Seep

Material Source; Bore Hole; Test Pit

Section Line

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Section Corner (Found, Projected)

Large Creek or River

Spot Elevation; Coordinate Grid Tick

Treeline; Individual Trees

Silt Fence

State Boundary

County Boundary

City Boundary

Township or Range Line

BLM Lands Boundary

Railroad

- no symbol -

EXISTING PROPOSED

wall face

CL

North Arrow

Fence

Gate with Fence

Cattleguard

Guardrail

Retaining Wall

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Underdrain

Concrete Barrier

Slope Stake Limits

Pipe Culvert with Drop Inlet

Box Culvert

Miscellaneous Utility Features

Building

Fiber Roll or Wattle

BH

TP

National Boundary

W west

RIP

G G

W

WNOTE:

NO SCALE

1.

Above Ground Tank; Underground Tank

Boulder; Well; Satellite Dish; Grave

Cooking Grate; Garbage Can; Picnic Table

Flagpole; Fire Hydrant

Gas & Water Meter; Gas & Water Valve

Control Point (Terrestrial and GPS); Jump Hub

Riprap

CP GPS

JH

T

DIdrwg(s).

dist.

diaph.

diag.

dia.

DHV

D jt.

ID

joint inside diameter

LW

lt. or LT

Ls

LPSM

long.

LNFT

lat.

lam.

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

NC

N normal crown north

OG

OD

o. to o.

o.c.

original ground outside diameter out to out on center pvmt.

PT

PST

PSC

PS

POT

POS

POC

pl.

PI

PCS

PCC

PC

pavement point of tangent point of spiral to tangent point of spiral to curve 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 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 sym.

STS

struc.

stiff.

stgr.

std.

STA, Sta.

ST

SS

SRS

SQYD

SQFT

spa.

SLRY

shldr.

sec.

SC

SADT

S exp. jt.

exc.

EW

ER

EQ or eq.

EP

emb.

elev.

El. 94.16 ft e

E expansion joint excavation edge of water edge of road equation edge of pavement embankment elevation elevation with number superelevation rate east drawing(s) distance diaphragm diagonal diameter design hourly volume diameter galv.

ga.

galvanized gage (gauge)

HW

hex.

hdwl.

high water hexagon headwall ftg.

ft3 ft2 flg.

fin.

footing cubic foot (feet) square foot flange finish symmetrical 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

CUYD

culv.

CUFT

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

min.

MGAL

max.

matl.

monument minimum thousand gallon maximum material

Section Corner (Found, Projected)16

Section Line16

Section Corner (Found, Projected)4

Section Line4

Intermittent Drainage or Small Creek θs Ø ∆c spiral central angle diameter curve central angle total central angle approach ahead average daily traffic abutment appr.

AH

ADT

abut.

bearing bridge balance point bench mark back brg.

br.

BP

BM

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

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, T = telephone pedestal, TV = CATV pedestal, Light, Support w/Anchor) Poles (Power, Telephone, Joint Use, Transition

Toe of Fill

Top of Cut

Delineators

Underground Utilities

Overhead/Above Ground Utilities

Signs (single, double post; portable)

Right-of-Way Line with Monument

Permanent Easement

Construction Easement

M.P.

M.L.

mile post main line yd3 yd2 cubic yard(s) square yard on the appropriate plan sheet.

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

:0 u g u s t

D e ta il c p w

-w o rk

\d \W

-1

-O ld

.d g n

DETAIL

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

MT NPS GLAC 11(3) A.3

SCALE IN MILES

01 1 2 3 4

C re e k

Fish

C re ek

Cr ee k

C r e e k

How e

F e rn

McGee

Apgar Creek

Camas Creek

Ca mas

C re e k

Falls

Walton

C re ek

L in co ln

C re e k

Falls

Falls

Falls

L A K

D O N A L D

Flathead

Ri ve r

Camas Road Overlay 28+95 Camas Road Overlay 52+54

Camas Road Overlay 54+14

Wolf Overlook Parking Area

Camas Road at

193+77 to 195+60

123+00 to 129+40

Camas Road Overlay 277+00

Overlook Parking Area

Camas Road at Wolf

Sprague

Creek

Sn yd er

Cr ee k

Jackson

C re ek

H A R R

IS

LA

E

M C D

O N

A L

D

McGee Creek G L A

C

IE

R R

O U

T E

E

IG

H T

G L A C

IE

R

R O

U T E

M c G e e

M e a d o w

Apgar

Sp er ry

Gla cie r

N

TWIN LAKES

C re e k

M c

D o n a ld

Campground

Sprague Creek

Park Services Fish Creek

Meadows Christensen

Meadow Rogers

Basin Avalanche

G

NI

O

G

O T

E H

T

N U

S

D A

O R

REMAINING 4 MILES

AND RESURFACING

CAMAS ROAD SLUMPS

MT NPS GLAC 11(3)

REMAINING 4 MILES

AND RESURFACING

CAMAS ROAD SLUMPS

MT NPS GLAC 11(3)

LAKE

HIDDENLAKE

TROUT

Parking Area

Wolf Overlook

SUSPEND WORK

RESUME WORK

N A T I O N A L P A R K

G L A C I E R

BEGIN PROJECT

RESUME WORK

END PROJECT

SLIDE REPAIR

CAMAS ROAD

SUSPEND WORK

ENTRANCE STATION

CAMAS

Country Pond Moose

Lake Johns

WILSON

ELLEN

LAKE

LAKE

LINCOLN

LAKE

MARY BAKER

LAKE

AVALANCHE

LAKE

ROGERS

LAKE

HOWE

LAKE

FISH

P A R K

N A T I O N A L

G L A C I E R

P A R K

N A T I O N A L

G L A C I E R bridge

Foot

LAKE

SNYDER

UPPER

LAKE

SNYDER

Campground

Avalanche

LAKE

GUNSIGHT

113°59'20.12"W

48°31'18.64"N

114° 4'27.33"W

48°37'20.44"N

:1 e p te m b e r

V ic in it y M a p

M y

F il e s \F

H W

A \D e s ig n \C a m a s

R o a d

\S h e e ts to p ri n t\ M

T

N P

S

G L

A C

(3

A

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VICINITY MAP

STATE PROJECT

NUMBER

SHEET

MT NPS GLAC 11(3) A.4

CL

11' travel way

Shldr

2'11' travel way

Shldr

2'

1:3 1:3

Profile grade

Existing ground

CAMAS ROAD OVERLAY

typ, both sides

Aggregate topsoil course, Top of existing pavement

Cross-slope

Tack coat

Cross-slope ground

Existing

CL

1:3 1:3

Profile grade

Existing ground

CAMAS ROAD OVERLAY

typ, both sides

Aggregate topsoil course, Top of existing pavement

Cross-slope

Tack coat

Cross-slope ground

Existing

-inch compacted depth2 type II pavement roughness, 2 nominal maximum size aggregate, 0.3 to <3 million ESAL, "4

" or 2

Asphalt concrete pavement, gyratory mix, type IV pavement roughness, 2-inch compacted depth nominal maximum size aggregate, 0.3 to <3 million ESAL, "4

" or 2

Asphalt concrete pavement, gyratory mix, and 195+60 to 277+00

129+40 to 193+77

54+14 to 123+00

28+95 to 52+54 and leveling course, 1-inch compacted depth

Asphalt concrete pavement, type 1, wedge

11' travel way

Shldr

2'11' travel way

Shldr

2'

NO SCALE

NTS NTS

PAVEMENT CONNECTION AT BRIDGES

Saw cut vertical

50' smooth connection

Asphalt pavement milling (transition)

PAVEMENT CONNECTION AT OVERLAY LIMITS

Saw cut vertical

Asphalt pavement milling (transition)

Top of existing pavement

50' smooth connection

Tack coat Tack coat pavement existing

Top ofsee this Sheet for details

Camas Road overlay, see this Sheet for details

Camas Road overlay, Top of subgrade

Top of subgrade

NOTE:

FOOTNOTE:

Finish edges of pavement between a 25 and 45 degree angle.

Furnish and place topsoil, and round slopes according to Sheet C.4 to asphalt concrete milling.

bridge ends with general labor and hand tools that are subsidiary and milling limits as directed by the CO. Remove pavement at

To avoid damaging bridge ends and joints, adjust saw cut locations image for pavement connections back on line.

Pavement connection ahead on line shown. Construct mirror

4.

3.

2.

1.

Match existing cross-slope, unless otherwise directed by the CO.

B ri d g e E n d

O v e r la y L im it

:4

S e p te m b e r

T y p ic a l

S e c ti o n m a s R o a d

O v e r la y

M y F il e s \F

H W

A \D e s ig n \C a m a s R o a d \S h e e ts to p ri n t\

M T

N

P S

G

L A

C (3

C

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CAMAS ROAD OVERLAY

TYPICAL SECTION

STATE PROJECT

NUMBER

SHEET

MT NPS GLAC 11(3) C.1

-2.44%

Median Shoulder Varies (0'-6" to 0')Median Shoulder Varies (0'-6" to 0')

(0' to 8'-6")

Varies

(0' to 8'-6")

Varies

CL

1:3 1:3

Va rie s Varies

Varies

-2% -2%

Shldr

2'-0"

Shldr

2'-0"

Roadway aggregate, method 2, 6-inch compacted depth

Profile grade

Asphalt Median Varies

(0' to 17'-0")(11'-0" to 20'-0")

FOOTNOTE:

NOTE:

Slope stake limit

Slope stake limit

Asphalt concrete pavement, type 1, 3-inch compacted depth

Entrance Lanes

-2% -2%

11'-0"

Exit Lane surfaces

Median

Varies (0' to 16'-0")

(0' to 8'-6")

Varies

(0' to 8'-6")

Varies coat

Tack

(6-inch width)

15-inch depth

Curb, concrete, Top of subgrade Top of subgrade grade

Profile

See Sheet C.3

123+90 LT to 125+87 LT

STATION PARKING LT

CAMAS ENTRANCE

STATION PARKING RT

CAMAS ENTRANCE

See Sheet C.3

124+37 RT to 126+11 RT typ, both sides

Aggregate topsoil course, Va rie s

CL

-2%

NO SCALE

4-inch depth placing topsoil, Furnishing and

4-inch depth

Furnishing and placing topsoil, -0.5%

123+00 and 129+40

PAVEMENT CONNECTION AT OVERLAY LIMITS

Saw cut vertical

Asphalt pavement milling (transition)

20' smooth connection

Tack coat pavement overlay proposed

Top ofsee this Sheet for details

Entrance station, Top of subgrade

5'-0" 5'-0"

Turf establishment Turf establishment

125+91 to 126+67

CAMAS ROAD ENTRANCE STATION

4.

3.

2.

1.

Finish edges of pavement between a 25 and 45 degree angle.

See Sheet F.1 for entrance station quantities.

Sheet C.4.

Furnish and place topsoil, and round slopes according to new pavement. See Sheet F.9 for details.

Complete subexcavation and backfill work before constructing and 126+67 to 129+40

123+00 to 125+91;

ENTRANCE STATION

CAMAS ROAD

(see Sheets F.3-5 for details) or Sidewalk, Concrete

Embankment Parkway of the roadway surfaces.

Profile grade is the centerline elevation for the projected grades

L im it

E n tr a n c e S ta ti o n

:5

S e p te m b e r

T y p ic a l

S e c ti m a s R o a d

E n tr a n c e S ta ti

M y F il e s \F

H W

A \D e s ig n \C a m a s R o a d \S h e e ts to p ri n t\

M T

N

P S

G

L A

C (3

C

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CAMAS ROAD ENTRANCE STATION

TYPICAL SECTION

STATE PROJECT

NUMBER

SHEET

MT NPS GLAC 11(3) C.2

CAMAS ENTRANCE STATION PARKING LT

123+90 LT to 125+87 LT

:3 type 1, 3-inch compacted depth

Asphalt concrete pavement, Varies 22'-0" to 27'-0"

Southbound travel way

Varies 0' to 16'-0" 2'-0"

Shldr

7'-0"

Sidewalk, concrete

6-inch compacted depth

Roadway aggregate, method 2, Portland cement concrete

Bedding material ground

Existing

Parking area limits coat

Tack

3'-0"

CAMAS ENTRANCE STATION PARKING RT

124+37 RT to 126+11 RT

Northbound travel way

Varies 16'-0" to 25'-0" type 1, 3-inch compacted depth

Asphalt concrete pavement, Sidewalk, concrete

7'-0"

6-inch compacted depth

Roadway aggregate, method 2, Portland cement concrete

Bedding material Tack coat

1:3

Existing ground

Varies 0'-0" to 53'-0"

Parking area limits

3'-0"

NOTE:

Furnish and place topsoil, and round slopes according to Sheet C.4.

directed by the CO

See layout details on Sheets F.3-7. Adjust layouts in the field as

2.

1.

4-inch depth placing topsoil, Furnishing and

4-inch depth placing topsoil, Furnishing and

2'-0"

Shldr

NO SCALE

-0.5%

-0.5% drainpan See Detail A for

Curb, concrete, 15-inch depth

0.5%

0.5%

15-inch depth Curb, concrete,drainpan

See Detail A for

6-inch compacted depth Roadway aggregate, method 2, type 1, 3-inch compacted depth Asphalt concrete pavement, Turf establishment

Varies

Turf establishment

Varies

See Sheet C.2 for details

See Sheet C.2 for details

Detail A

3'-0"

1'-6"

Pan Drainage

Pan Drainage

:0

S e p te m b e r

T y p ic a l S e c ti m a s E n tr a n c e

S ta ti o n P a rk in

M y F ile s \F

H W

A \D e s ig n \C a m a s R o a d \S h e e ts to p ri n t\ M

T N

P S

G

L A

C (3

C

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PARKING

CAMAS ENTRANCE STATION

TYPICAL SECTION

STATE PROJECT

NUMBER

SHEET

MT NPS GLAC 11(3) C.3

NO SCALE

le a r in g l im it s

1:51:5

CL

Profile grade rounding

Fill slope

2'-0" Shldr

C le a r in g l im it

5'-0' 5'-0"

D le a r in g l im it

0.25 D

10'-0"

10'-0"

8'-0"

CUT SLOPE ROUNDING DETAIL

2'-0" Shldr

Varies

Varies

FOOTNOTE:

NOTE:

m in .4

Existing ground

-2%-2%

Westbound lane

11'-0"

Eastbound lane

11'-0"

3' min.

Separation-stabilization geotextile, class 1, type C

Existing ditch

Daylight to exist ditch

Existing ground

Slope stake limit

Existing ground typ, both sides

Aggregate topsoil course, see Sheet C.1 for details

Top of existing pavement, begin overlay, type II pavement roughness, 2 1/2-inch compacted depth nominal maximum size aggregate, 0.3 to <3 million ESAL, Asphalt concrete pavement, gyratory mix, 1#2" or 3#4"

4-inch compacted depth

Roadway aggregate, method 2, type 1, 2-inch compacted depth

Asphalt concrete pavement, embankment

Special rock

C le a r in g l im it s

:1

5'-0"

FILL SLOPE ROUNDING DETAIL

0.25 D

li m it

S lo p e s ta k e

Varies

2.

1.

Varies

193+77 to 195+60

CAMAS ROAD SLIDE REPAIR

Construct variations according to the staking report data listing.

Furnish and place topsoil according to Section 624.

2 1/2-inch compacted depth quantities.

0.3 to <3 million ESAL, type II pavement roughness, 1#2" or 3#4" nominal maximum size aggregate, See Sheet D.1 for asphalt concrete pavement, gyratory mix, 5 feet.

Prorate clearing and rounding distances on cut heights less than points are less than 10-feet apart in horizontal distance.

Apply one rounding for multiple slope breaks where slope breaks

Turf Establishment ilo

Furnishing and placing tops

:4

S e p te m b e r

T y p ic a l

S e c ti m a s R o a d S li d e R e p ir

M y F il e s \F

H W

A \D e s ig n \C a m a s R o a d \S h e e ts to p ri n t\

M T

N

P S

G

L A

C (3

C

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CAMAS ROAD SLIDE REPAIR

TYPICAL SECTION

STATE PROJECT

NUMBER

SHEET

MT NPS GLAC 11(3) C.4

le a r in g l im it s

CL

Profile grade

NOTE:

Existing ground

VariesVaries

Existing ground

Existing pavement

Varies

Varies

Sawcut

Varies Varies

1:2 1:

Varies

Varies

3.

2.

1.

10+00 to 11+39

WOLF OVERLOOK

See Sheets H.2-3 for overlook details.

See Sheet H.1 for overlook quantities.

Furnish and place topsoil according to Section 624.

reconditioning

Shoulder furnishing and placing topsoil, 4 inch depth

Roadway obliteration and li m it s

C le a r in g

:5

S e p te m b e r

T y p ic a l

S e c ti

W lf

O v e r lo k

M y F il e s \F

H W

A \D e s ig n \C a m a s R o a d \S h e e ts to p ri n t\

M T

N

P S

G

L A

C (3

C

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WOLF OVERLOOK

TYPICAL SECTION

STATE PROJECT

NUMBER

SHEET

MT NPS GLAC 11(3) C.5

:1 u g u s t

C a m a s R o a d O v e r la y Q u a n ti ti s

M y F il e s \F

H W

A \D e s ig n \C a m a s R o a d \S h e e ts to p ri n t\

M T

N

P S

G

L A

C (3

D

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QUANTITIES

CAMAS ROAD OVERLAY

STATE PROJECT

NUMBER

SHEET

MT NPS GLAC 11(3) D.1

All subexcavated material is deemed unsuitable.

concrete pavement before subexcavating.

Where applicable, remove and conserve the existing asphalt shown on this Sheet.

according to the Typical Subexcavation and Deep Patch Profile

Construct ramps in and out of subexcavations and deep patches low points, and minimize disturbances.

adjusted by the CO in the to field to coincide with subexcavation

Outlet locations shown in the table are approximate, and may be bottom of deep patches, and type 1 and 2 subexcavations.

Provide a continuous, uniformly-sloped surface across the

1:5 1:5 pavement Saw cut

Subexcavation

Existing ground pavement Saw cut geotextile, class 1, type C Separation-stabilization limits or deep patch or deep patch subexcavation Bottom of

TYPICAL SUBEXCAVATION AND DEEP PATCH PROFILE

NOTE:

5.

4.

3.

2.

1.

FOOTNOTE:

NO SCALE

type 1, 2-inch compacted depth

Asphalt concrete pavement, 4-inch compacted depth

Roadway aggregate, method 2, type 4 (geogrid) geosynthetic, Reinforcement

13'-0"

188+40 to 189+55 subexcavation

Bottom of

CL

Existing shoulder

Profile grade

DEEP PATCH SECTION C

le a r in g l im it

5'-0" fill slope

Round

Separation-stabilization geotextile, class 1, type C

Shoulder subgrade m in

Varies

Select borrow ground Existing

Varies

1:3

Top of existing pavement

Existing ground the existing embankment.

Varies according to where the bottom of subexcavation intersects to drain toward embankment.

is sloped to drain RT. Otherwise provide minimum slope of 0.5%

Match cross-slope of existing pavement where existing pavement method 2 compacted depth.

compacted depth, placed in 1 lift and 4-inch roadway aggregate, compacted depth. 1B is 2-inch asphalt concrete pavement, type 1 placed in 2 lifts and 6-inch roadway aggregate, method 2

1A is 4-inch asphalt concrete pavement, type 1 compacted depth, 4-inch depth soil, op

Furnishing and placing t

:5

S e p te m b e r

S

U B

E X

C A

V A

T

IO

N A

E

P P

A T

C H

Q U

A N

T

IT

D D

E T

A

IL

M y F il e s \F

H W

A \D e s ig n \C a m a s R o a d \S h e e ts to p ri n t\

M T

N

P S

G

L A

C (3

D

.d g n

AND DETAILS

DEEP PATCH QUANTITES

SUBEXCAVATION AND

STATE PROJECT

NUMBER

SHEET

MT NPS GLAC 11(3) D.2

V r ie s pavement

Existing

ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2

Top of existing pavement

Pay Limits, see Plan Section D

Existing base course Asphalt concrete, Type II, 2-inch compacted depth

Tack coat, CSS-1 around patch perimeter

170+00 to 170+50

154+00 to 154+50; and

115+00 to 115+50;

NO SCALE

NOTE:

See Sheet C.1 for Camas Road Overlay work.1.

FOOTNOTE:

subsidiary to asphalt concrete pavement patch, type 2.

Pavement removal, tack coat, and asphalt concrete type 2 is to a depth of 2-inches base and subgrade material

Remove damaged pavement, :1

S e p te m b e r

A

S P

H A

L T

C O

N C

R E

T E

P A

V E

M E

N T

P A

T C

H S

E C

T

IO

M y F il e s \F

H W

A \D e s ig n \C a m a s R o a d \S h e e ts to p ri n t\

M T

N

P S

G

L A

C (3

D

.d g n

PATCH SECTIONS

ASPHALT CONCRETE PAVEMENT

STATE PROJECT

NUMBER

SHEET

MT NPS GLAC 11(3) D.3

COLLECTOR AND OUTLET PIPE PLAN

(see Notes 1 and 2)

Outlet pipe

C o ll e c to r p ip e

PLAN VIEW

SUBEXCAVATION AREA

S u b e x c a v a ti o n l im it

S u b e x c a v a ti o n l im it or

D it c h li n e

P r o f il e g r a d e

0.5% min. slope draining toward ditch is required)

(Mirror image for ditch RT, and where

FOOTNOTE:

See Sheet D.5 for additional outlet pipe details.

Subexcavation and/or outlet LT. See Sheet D.2 for details.

Subexcavation and outlet RT shown. Construct mirror image for

2.

1.

roadway aggregate, method 2 compacted depths.

See Sheet D.2 for asphalt concrete pavement, type 1 and

Minimum 12" depth from 174+70 to 175+70. See Sheet D.2.

NOTE:

NO SCALE

TYPE 1 SUBEXCAVATION AND BACKFILL SECTIONS

Perforated collector pipe (6" dia.)

Separation-stabilization geotextile, class 1, type C

Perforated collector pipe (6" dia)

Outlet pipe end

Bottom of subexcavation

Subexcavation backfill Select borrow m in

24" min.

24" min.

Asphalt concrete pavement, type 1 2 2

Roadway aggregate, method 2

Bottom of subexcavation

CL

0.5% min.

Existing ground

Bottom of subexcavation

CL

CL

0.5% min.

HALF-WIDTH SUBEXCAVATION BACKFILL FULL WIDTH SUBEXCAVATION BACKFILL

CL

Existing shoulder

Existing ground

FULL-WIDTH SUBEXCAVATIONHALF-WIDTH SUBEXCAVATION

Profile grade

13'-0"

Profile grade

Existing ground

Bottom of subexcavation m in m in

Existing ground

Existing shoulder Profile grade

13'-0"13'-0"

Profile grade Existing shoulder

Outlet pipe end

Existing shoulder

Separation-stabilization geotextile, class 1, type C pavement, asphalt

Removal of

Roadway excavation pavement, asphalt

Removal of excavation

Roadway

Subexcavation Subexcavation

:5

S e p te m b e r

T y p e

S u b e x c a v a ti

M y F il e s \F

H W

A \D e s ig n \C a m a s R o a d \S h e e ts to p ri n t\

M T

N

P S

G

L A

C (3

D

.d g n

TYPE 1 SUBEXCAVATION

STATE PROJECT

NUMBER

SHEET

MT NPS GLAC 11(3) D.4

TYPE 2 SUBEXCAVATION BACKFILL

CL

Existing shoulder geotextile, class 1, type C

Separation-stabilization

Outlet pipe end, see detail on this sheet

COLLECTOR AND OUTLET PIPE PLAN

C o ll e c to r p ip e

PLAN VIEW

SUBEXCAVATION AREA

S u b e x c a v a ti o n l im it

S u b e x c a v a ti o n l im it or

D it c h li n e

P r o f il e g r a d e

0.5% min. slope

Subexcavation trench

(Mirror image for ditch RT)

2"

SUBEXCAVATION TRENCH DETAIL

18"2

6-inch perforated collector pipe geotextile, class 1, type C

Separation-stabilization

NOTE:

FOOTNOTE:

Subexcavation trench

13'-0"13'-0" m in

Profile grade m in

3.

2.

1.

ditchline is required.

Construct mirror image of outlet pipe(s) where draining to the subexcavation

Bottom of

(Top of subexcavation trench)

Bottom of subexcavation

(see Notes 1 and 2)

Outlet pipe

Select borrow

2-inch compacted depth (placed in one lift)

Asphalt concrete pavement, type 1, Existing shoulder m in pipe (6" dia) collector

Perforated

4-inch compacted depth

Roadway aggregate, method 2, Rodent screens are subsidiary to outlet pipes.

with granular backfill material is subsidiary to collector pipes.

Subexcavation trenching and backfilling the subexcavation trench requirements and minimize disturbances.

Skew outlet pipe as directed by the CO to meet pipe slope

Install outlet pipes to drain at a minimum 0.5% slope.

TYPE 2 SUBEXCAVATION AND BACKFILL SECTION

TYPE 2 SUBEXCAVATION

CL

18"

NO SCALE

OUTLET PIPE END DETAIL

RODENT SCREEN

0.5% min.

0.5% min.

Existing ground

Subgrade shoulder

6-inch outlet pipe

Bottom of subexcavation

6-inch outlet pipe

Bottom of subexcavation trench

Outlet pipe

Hose clamp

Wire mesh

Subexcavation backfill

Select borrow

Bottom of subexcavation excavation

Roadway pavement, asphalt

Removal of

Subexcavation shoulder

Existing

Granular backfill

:1

S e p te m b e r

T y p e

S u b e x c a V

A ti

M y

F il e s \F

H W

A \D e s ig n \C a m a s

R o a d

\S h e e ts to p ri n t\ M

T

N P

S

G L

A C

(3

D

.d g n

TYPE 2 SUBEXCAVATION

STATE PROJECT

NUMBER

SHEET

MT NPS GLAC 11(3) D.5

GPS

24114

N

P

CP

11101

CP

11102

N

BEGIN PROJECT

28+95 to 29+45 milling (transition)

Asphalt pavement

31+05 to 32+07

Apgar Transit Approach RT

32+10 to 41+55

Type 1 Subexcavation RT

32+10 to 41+55

Type 1 Subexcavation RT

50 SCALE

28+95.00

CAMAS ROAD

MT NPS GLAC 11(3)

CONSTRUCTION

BEGIN PROJECT

E = 881474.7058

N = 1588586.7625

3. See E sheets for subexcavation quantities and details.

2. See E sheets for asphalt pavement milling (transition) details.

1. See E sheets for overlay approach quantities and details.

NOTE:

:4

S e p te m b e r

L

I N

E G

R A

H

T O

M y F il e s \F

H W

A \D e s ig n \C a m a s R o a d \S h e e ts to p ri n t\

M T

N

P S

G

L A

C (3 p la n p la n .d g n

28+95 TO 41+00

LINE GRAPH

STATE PROJECT

NUMBER

SHEET

MT NPS GLAC 11(3) D.6

B

MP

C P

N

52+04 to 52+54 milling (transition)

Asphalt pavement

44+26 to 45+51

Apgar Loop Approach RT

32+10 to 41+55

Type 1 Subexcavation RT

45+56 to 47+46

Apgar Loop Turnout RT

52+29 to 52+48

McDonald Creek Trail Approach LT

52+29 to 52+48

McDonald Creek Trail Approach RT

50+86 to 52+26

McDonald Creek Turnout RT

48+64 to 48+82

Apgar Bike Path Approach LT and RT

SUSPEND WORK

54+14 to 54+64 milling (transition)

Asphalt pavement

1 4

2 4 3 4

50 554

50 51 52 53 54 55

50 SCALE

3. See E sheets for subexcavation quantities and details.

2. See E sheets for asphalt pavement milling (transition) details.

1. See E sheets for overlay approach and turnout quantities and details.

NOTE:

52+54 TO 54+14

OVERLAY

MT NPS GLAC 11(3)

:4

S e p te m b e r

L

I N

E G

R A

T O

M y F il e s \F

H W

A \D e s ig n \C a m a s R o a d \S h e e ts to p ri n t\

M T

N

P S

G

L A

C (3 p la n p la n .d g n

41+00 TO 55+60

LINE GRAPH

STATE PROJECT

NUMBER

SHEET

MT NPS GLAC 11(3) D.7

N

N 61+42 to 62+20

Type 1 Subexcavation LT

59+01 to 60+36

Grist Road Approach RT

62+62 to 63+35

Type 1 Subexcavation RT

62+62 to 63+35

Type 1 Subexcavation RT

6056 57 58 59 60 61 6

3 6

4 6

50 SCALE

2. See E sheets for subexcavation quantities and details.

1. See E sheets for overlay approach quantities and details.

NOTE:

:4

S e p te m b e r

L

I N

E G

R A

T O

M y F il e s \F

H W

A \D e s ig n \C a m a s R o a d \S h e e ts to p ri n t\

M T

N

P S

G

L A

C (3 p la n p la n .d g n

55+60 TO 70+00

LINE GRAPH

STATE PROJECT

NUMBER

SHEET

MT NPS GLAC 11(3) D.8

0 7

1 7 2 7

50 SCALE

:1 e p te m b e r

L I N

E G

R A

T O

M y F il e s \F

H W

A \D e s ig n \C a m a s R o a d \S h e e ts to p ri n t\

M T

N

P S

G

L A

C (3 p la n p la n .d g n

70+00 TO 84+60

LINE GRAPH

STATE PROJECT

NUMBER

SHEET

MT NPS GLAC 11(3) D.9

94+21 to 100+50

Fish Creek Campground Approach RT

94+00 to 100+50

Fish Creek Campground Turnout LT

0 9

94 9

50 SCALE

1. See E sheets for overlay approach and turnout quantities and details.

NOTE:

:4

S e p te m b e r

L

I N

E G

R A

T O

M y F il e s \F

H W

A \D e s ig n \C a m a s R o a d \S h e e ts to p ri n t\

M T

N

P S

G

L A

C (3 p la n p la n .d g n

84+60 TO 99+00

LINE GRAPH

STATE PROJECT

NUMBER

SHEET

MT NPS GLAC 11(3) D.10

G P S

C A

M A

S

N

103+01 to 109+18

Milepost 3.2 Turnout RT

94+00 to 100+50

Fish Creek Campground Turnout LT

94+21 to 100+50

Fish Creek Campground Approach RT

103+01 to 109+18

Milepost 3.2 Turnout RT

Method 1 RT

Roadway obliteration, Method 1 RT

Roadway obliteration, 0 1

50 SCALE

1. See E sheets for overlay approach and turnout quantities and details.

NOTE:

:4

S e p te m b e r

L

I N

E G

R A

T O

M y F il e s \F

H W

A \D e s ig n \C a m a s R o a d \S h e e ts to p ri n t\

M T

N

P S

G

L A

C (3 p la n p la n .d g n

99+00 TO 113+60

LINE GRAPH

STATE PROJECT

NUMBER

SHEET

MT NPS GLAC 11(3) D.11

S

C A

M A

S

N

C P

N

115+00 to 115+50 pavement patch, Type 2 LT and RT

Asphalt concrete

STATION WORK

BEGIN ENTRANCE

50 SCALE

123+00

SUSPEND OVERLAY

MT NPS GLAC 11(3)

2. See F sheets for Entrance Station quantities and details.

1. See E sheets for subexcavation quantities and details.

NOTE:

:1 e p te m b e r

L I N

E G

R A

T

O

M y F il e s \F

H W

A \D e s ig n \C a m a s R o a d \S h e e ts to p ri n t\

M T

N

P S

G

L A

C (3 p la n p la n .d g n

113+60 TO 128+00

LINE GRAPH

STATE PROJECT

NUMBER

SHEET

MT NPS GLAC 11(3) D.12

N

N

STATION WORK

END ENTRANCE

50 SCALE

1. See F sheets for Entrance Station quantities and details.

NOTE:

129+40

RESUME OVERLAY

MT NPS GLAC 11(3)

:3 e p te m b e r

L I N

E G

R A

T

O

M y F il e s \F

H W

A \D e s ig n \C a m a s R o a d \S h e e ts to p ri n t\

M T

N

P S

G

L A

C (3 p la n p la n .d g n

128+00 TO 142+60

LINE GRAPH

STATE PROJECT

NUMBER

SHEET

MT NPS GLAC 11(3) D.13

156+05 to 157+65

Type 2 Subexcavation LT and RT

154+00 to 154+50 pavement patch, Type 2 RT

Asphalt concrete

6 1

50 SCALE

1. See E sheets for subexcavation quantities and details.

NOTE:

:3

S e p te m b e r

L

I N

E G

R A

T

O

M y F il e s \F

H W

A \D e s ig n \C a m a s R o a d \S h e e ts to p ri n t\

M T

N

P S

G

L A

C (3 p la n p la n .d g n

142+60 TO 157+00

LINE GRAPH

STATE PROJECT

NUMBER

SHEET

MT NPS GLAC 11(3) D.14

156+05 to 157+65

Type 1 Subexcavation LT and RT

170+02 to 172+27

Milepost 2.0 Turnout RT

170+00 to 170+50 pavement patch, Type 2 RT

Asphalt concrete

169+15 to 171+30

Standard underdrain system LT

5 1

50 SCALE

3. See I sheets for standard underdrain system quantities and details.

2. See E sheets for subexcavation quantities and details.

1. See E sheets for overlay turnout quantities and details.

NOTE:

:4

S e p te m b e r

L

I N

E G

R A

T

O

M y F il e s \F

H W

A \D e s ig n \C a m a s R o a d \S h e e ts to p ri n t\

M T

N

P S

G

L A

C (3 p la n p la n .d g n

157+00 TO 171+60

LINE GRAPH

STATE PROJECT

NUMBER

SHEET

MT NPS GLAC 11(3) D.15

170+02 to 172+27

Milepost 2.0 Turnout RT

172+92 to 174+42

Method 1 RT

Roadway obliteration, 174+70 to 175+70

Type 1 Subexcavation LT and RT 176+45 to 178+05

Type 2 Subexcavation LT and RT

178+35

Standard underdrain system LT

50 SCALE

3. See I sheets for standard underdrain system quantities and details.

2. See E sheets for subexcavation quantities and details.

1. See E sheets for overlay approach and turnout quantities and details.

NOTE:

:4

S e p te m b e r

L

I N

E G

R A

T

O

M y F il e s \F

H W

A \D e s ig n \C a m a s R o a d \S h e e ts to p ri n t\

M T

N

P S

G

L A

C (3 p la n p la n .d g n

171+60 TO 186+00

LINE GRAPH

STATE PROJECT

NUMBER

SHEET

MT NPS GLAC 11(3) D.16

P S

C A

M A

S

C P

3 4

N

199+35 to 202+75

Type 2 Subexcavation LT and RT

SLIDE WORK

CAMAS ROAD

188+40 to 189+55

Deep Patch Subexcavation RT

50 SCALE

193+77 TO 195+60

SUSPEND OVERLAY

MT NPS GLAC 11(3)

2. See G sheets for Camas Road Slide quantities and details.

1. See E sheets for subexcavation quantities and details.

NOTE:

:3

S e p te m b e r

L

I N

E G

R A

T

O

M y F il e s \F

H W

A \D e s ig n \C a m a s R o a d \S h e e ts to p ri n t\

M T

N

P S

G

L A

C (3 p la n p la n .d g n

186+00 TO 200+60

LINE GRAPH

STATE PROJECT

NUMBER

SHEET

MT NPS GLAC 11(3) D.17

S

C A

M A S

C P

N

N

199+35 to 202+75

Type 2 Subexcavation LT and RT

207+86 to 208+84

Method 1 RT

Roadway obliteration, 205+45 to 206+30

Type 1 Subexcavation LT and RT

50 SCALE

2. See E sheets for subexcavation quantities and details.

1. See E sheets for overlay approach and turnout quantities and details.

NOTE:

:4

S e p te m b e r

L

I N

E G

R A

T

O

M y F il e s \F

H W

A \D e s ig n \C a m a s R o a d \S h e e ts to p ri n t\

M T

N

P S

G

L A

C (3 p la n p la n .d g n

200+60 TO 215+00

LINE GRAPH

STATE PROJECT

NUMBER

SHEET

MT NPS GLAC 11(3) D.18

50 SCALE

:3

S e p te m b e r

L

I N

E G

R A

T

O

M y F il e s \F

H W

A \D e s ig n \C a m a s R o a d \S h e e ts to p ri n t\

M T

N

P S

G

L A

C (3 p la n p la n .d g n

215+00 TO 229+60

LINE GRAPH

STATE PROJECT

NUMBER

SHEET

MT NPS GLAC 11(3) D.19

231+00 to 234+15

Type 2 Subexcavation LT and RT

50 SCALE

1. See E sheets for subexcavation quantities and details.

NOTE:

:3

S e p te m b e r

L

I N

E G

R A

T

O

M y F il e s \F

H W

A \D e s ig n \C a m a s R o a d \S h e e ts to p ri n t\

M T

N

P S

G

L A

C (3 p la n p la n .d g n

229+60 TO 244+00

LINE GRAPH

STATE PROJECT

NUMBER

SHEET

MT NPS GLAC 11(3) D.20

255+53 to 257+23

Milepost 0.3 Turnout RT

50 SCALE

1. See E sheets for overlay turnout quantities and details.

NOTE:

:4

S e p te m b e r

L

I N

E G

R A

T

O

M y F il e s \F

H W

A \D e s ig n \C a m a s R o a d \S h e e ts to p ri n t\

M T

N

P S

G

L A

C (3 p la n p la n .d g n

244+00 TO 258+60

LINE GRAPH

STATE PROJECT

NUMBER

SHEET

MT NPS GLAC 11(3) D.21

50 SCALE

:3

J u ly

L I N

E G

R A

T

O

M y F il e s \F

H W

A \D e s ig n \C a m a s R o a d \p la n P la n P ro fi le \M

T N

P S

G

L A

C (3 p la n p la n .d g n

258+60 TO 273+00

LINE GRAPH

STATE PROJECT

NUMBER

SHEET

MT NPS GLAC 11(3) D.22

SUSPEND WORK

276+50 to 277+00 milling (transition)

Asphalt pavement

50 SCALE

277+00.00

CAMAS ROAD

MT NPS GLAC 11(3)

OVERLAY

E = 873001.4063

N = 1610935.8067

1. See E sheets for asphalt pavement milling (transition) details.

NOTE:

:3

S e p te m b e r

L

I N

E G

R A

T

O

M y F il e s \F

H W

A \D e s ig n \C a m a s R o a d \S h e e ts to p ri n t\

M T

N

P S

G

L A

C (3 p la n p la n .d g n

273+00 TO 277+00

LINE GRAPH

STATE PROJECT

NUMBER

SHEET

MT NPS GLAC 11(3) D.23

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

24114 1588533.231 881489.879 3181.921 48°31'18.217979"N 113°59'19.783153"W 3131.656 0.99959216 1/2" IR W/YPC,USE CAUTION IN AREA 1.

NOT24114 1588534.466 881485.545 3180.309 48°31'18.227698"N 113°59'19.848493"W 3130.044 0.99959223 1/2" IR W/YPC, USE CAUTION IN AREA

11101 1588890.827 881031.167 3180.435 48°31'21.482314"N 113°59'26.891995"W 3130.161 0.99959265 5/8" IR W/FHWA ALUM CAP

11102 1589203.920 880553.901 3178.230 48°31'24.297503"N 113°59'34.238410"W 3127.945 0.99959312 5/8" IR W/FHWA ALUM CAP

11103 1589529.361 880143.854 3177.291 48°31'27.272290"N 113°59'40.598419"W 3126.998 0.99959355 5/8" IR W/FHWA ALUM CAP

11104 1590102.625 879758.441 3173.079 48°31'32.702942"N 113°59'46.804470"W 3122.781 0.99959445 5/8" IR W/FHWA ALUM CAP

11105 1590720.984 879310.537 3173.184 48°31'38.542454"N 113°59'53.976408"W 3122.882 0.9995952 5/8" IR W/FHWA ALUM CAP

CAMAS1 1595765.882 878999.840 3497.141 48°32'28.077661"N 114°00'02.890994"W 3446.892 0.99958619 5/8" IR w/FHWA Alum cap

CAMAS2 1596279.029 878947.144 3525.791 48°32'33.104195"N 114°00'04.111012"W 3475.547 0.99958548 5/8" IR w/FHWA Alum cap

1 1596996.752 878690.396 3542.746 48°32'40.030860"N 114°00'08.53392"W 3492.539 0.999585329 RPC

2 1597454.490 878489.262 3545.539 48°32'44.427200"N 114°00'11.90973"W 3495.3325 0.999585772 RPC

CAMAS3 1604050.869 876748.565 3873.375 48°33'48.436981"N 114°00'43.387555"W 3823.202 0.99957883 5/8" IR w/FHWA Alum cap

CAMAS4 1604498.472 876612.643 3880.591 48°33'52.770189"N 114°00'45.788615"W 3830.422 0.99957906 5/8" IR w/FHWA Alum cap

CAMAS5 1626095.536 863284.924 3775.809 48°37'17.942929"N 114°04'22.378075"W 3725.599 0.99961183 5/8" IR w/FHWA Alum cap

CAMAS6 1626316.155 863059.445 3768.540 48°37'19.986746"N 114°04'25.920669"W 3718.328 0.99961246 5/8" IR w/FHWA Alum cap

PROJECT : Camas Road DATE OF FIELD WORK : June/July 2016

PROJECT UNITS : International Foot COORDINATE SYSTEM : Montana SPCS NAD83 GEOID99 VERTICAL DATUM : Orthometric elevations based on the NAVD88 GEOID99

To precisely check distances between points as measured on the ground, inverse the state plane coordinates and divide the computed distance by a mean combined factor of the two points.

C

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STATE PROJECT

D.24

SHEET

NUMBER

NPS GLAC 11(3)MT

SURVEY CONTROLPRELIMINARY-NOT FOR CONSTRUCTION

Asphalt concrete milling (transition)

Tack coat

PAVED APPROACH PROFILE

MCDONALD CREEK TRAIL RT (52+29 to 52+48)

MCDONALD CREEK TRAIL LT (52+29 to 52+48)

APGAR BIKE PATH LT & RT (48+64 to 48+82)

Saw cut verticalCamas Road Overlay

Edge of shoulder for pavement existing

Top of

Approach Length Varies million ESAL, type II pavement roughness maximum size aggregate, 0.3 to <3 " nominal4

" or 2 gyratory mix, Asphalt concrete pavement, Match existing cross-slope, unless otherwise directed by the CO.

Match thickness of adjacent Camas Road Overlay. See Sheet C.1.

and RT side approaches. See Sheet E.7.

The McDonald Creek Trail quantities shown are for both the LT

RT side approaches. See Sheet E.6.

The Apgar Bike Path quantities shown are for both the LT and in the field as directed by the CO.

applicable details shown on Sheets E.3-13. Adjust layouts

Construct approach variations and edges according to the

3.

2.

1.

Profile grade

Existing ground

CL

11' travel way

Shldr

2'11' travel way

Shldr

2'

1:3 1:3

APPROACH SECTION

typ, both sides

Aggregate topsoil course, Top of existing pavement

Cross-slope

Tack coat

Cross-slope ground

Existing

CL

1:3 1:3

Profile grade

Existing ground

APPROACH SECTION

typ, both sides

Aggregate topsoil course, Top of existing pavement

Cross-slope

Tack coat

Cross-slope ground

Existing

-inch compacted depth2 type II pavement roughness, 2 nominal maximum size aggregate, 0.3 to <3 million ESAL, "4

" or 2

Asphalt concrete pavement, gyratory mix, type IV pavement roughness, 2-inch compacted depth nominal maximum size aggregate, 0.3 to <3 million ESAL, "4

" or 2

Asphalt concrete pavement, gyratory mix, FISH CREEK CAMPGROUND ROAD RT (94+20 to 100+50)

GRIST ROAD RT (59+01 to 60+36)

MCDONALD CREEK TRAIL RT (52+29 to 52+48)

APGAR BIKE PATH LT & RT (48+64 to 48+82); MCDONALD CREEK TRAIL LT (52+29 to 52+48)

APGAR TRANSIT RT (31+05 to 32+07); APGAR LOOP RT (44+26 to 45+51)

11' travel way

Shldr

2'11' travel way

Shldr

2'

NOTE:

FOOTNOTE:

NO SCALE

L im it

W o rk

:4

S e p te m b e r

A

P P

R O

A C

H Q

U A

N T

IT

IE

S A

N D

D E

T A

M y F il e s \F

H W

A \D e s ig n \C a m a s R o a d \S h e e ts to p ri n t\

M T

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L A

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DETAILS

APPROACH QUANTITIES AND

STATE PROJECT

NUMBER

SHEET

MT NPS GLAC 11(3) E.1

Camas Road Overlay

Edge of shoulder for

11'-0" travel way

Shldr

2'-0"

-2%

Turnout width varies course topsoil

Aggregate

NOTE:

FOOTNOTE:

NO SCALE

CL

1:3 and 255+53 RT to 257+23 RT (MP 0.3)

103+01 RT to 109+18 RT (MP 3.2); 170+02 RT to 174+42 RT (MP 2.0);

94+00 LT to 100+50 LT (FISH CREEK CAMPGROUND);

and 50+86 RT to 52+26 RT (MCDONALD CREEK)

45+56 RT to 47+46 RT (APGAR LOOP);

pavement roughness, 2-inch compacted depth maximum size aggregate, 0.3 to <3 million ESAL, type II " nominal4

" or 2

Asphalt concrete pavement, gyratory mix, pavement roughness, 2.5-inch compacted depth maximum size aggregate, 0.3 to <3 million ESAL, type II " nominal4

" or 2

Asphalt concrete pavement, gyratory mix, Top of existing pavement

2.

1.

to fit field conditions.

Adjust aggregate topsoil course slope according to the CO

Match existing cross-slope, unless otherwise directed by the CO.

Place continuously with Camas Road Overlay work. See Sheet C.1.

Turnouts RT shown. Construct mirror image for Turnouts LT.

the field as directed by the CO.

details shown on Sheets E.5, E.7, and E.9-13. Adjust layouts in

Construct turnout variations and edges according to the applicable

Tack coat

TYPICAL TURNOUT OVERLAY

Camas Road Overlay

Edge of shoulder for

11'-0" travel way

Shldr

2'-0"

Cross-slope

Top of existing pavement

Turnout width varies

Aggregate topsoil course ground

Existing ground

Existing

TYPICAL TURNOUT PAVING

CL

1:3

4-inch compacted depth

Roadway aggregate, method 2, type 1, 2-inch compacted depth

Asphalt concrete pavement, compacted depth

Roadway aggregate, method 2, and turf establishment topsoil, 4-inch depth

Furnishing and placing

A p p ro x Varies

Obliteration

Roadway

:2

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DETAILS

TURNOUT QUANTITIES AND

STATE PROJECT

NUMBER

SHEET

MT NPS GLAC 11(3) E.2

N milling (transition), Asphalt pavement

Overlay Apgar Transit approach RT for quantities and details see Sheets D.3 and D.4

Type 1 subexcavation, 31+05

Begin 13'-0" RT

32+07

End 13'-0" RT

40'-0"

25' -0"

R

R

55'-0"R

'-0

R

20 SCALE

Sheet L.8 for pavement marking details.

3. See Sheet L.3 for pavement marking quantities and

2. See Sheet E.1 for asphalt pavement milling (transition) details.

1. See Sheet E.1 for overlay approach quantities and details.

NOTE:

:5

S e p te m b e r

A

P G

A R

T R

A N

S

IT

A P

P R

O A t o

M y F il e s \F

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A \D e s ig n \C a m a s R o a d \S h e e ts to p ri n t\

M T

N

P S

G

L A

C (3

A p p ro a c h V ie w s .d g n

31+05 TO 32+07

APGAR TRANSIT APPROACH

STATE PROJECT

NUMBER

SHEET

MT NPS GLAC 11(3) E.3

N see Sheet E.5 for details

Apgar loop turnout, 45+51

End 13'-0" RT

44+26

Begin 13'-0" RT

Overlay Apgar Loop approach RT milling (transition), Asphalt pavement

3 4

20 SCALE

38'-0"

R 30'-0"R

Sheet L.8 for pavement marking details.

3. See Sheet L.3 for pavement marking quantities and

2. See Sheet E.1 for asphalt pavement milling (transition) details.

1. See Sheet E.1 for overlay approach quantities and details.

NOTE:

:4

S e p te m b e r

A

P G

A R

L O

O P

A P

P R

O A t o

M y F il e s \F

H W

A \D e s ig n \C a m a s R o a d \S h e e ts to p ri n t\

M T

N

P S

G

L A

C (3

A p p ro a c h V ie w s .d g n

44+26 TO 45+51

APGAR LOOP APPROACH

STATE PROJECT

NUMBER

SHEET

MT NPS GLAC 11(3) E.4

45+56

Begin 13'-0" RT

47+46

End 13'-0" RT

Overlay Apgar Loop turnout RT see Sheet E.4 for details

Apgar loop approach, 46+00

24'-0" RT

47+00

24'-0" RT

6 47

20 SCALE

R

R

R

R

Sheet L.8 for pavement marking details.

2. See Sheet L.3 for pavement marking quantities and

1. See Sheet E.1 for overlay turnout quantities and details.

NOTE:

:4

S e p te m b e r

A

P G

A R

L O

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T U

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O U t o

M y F il e s \F

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A \D e s ig n \C a m a s R o a d \S h e e ts to p ri n t\

M T

N

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A p p ro a c h V ie w s .d g n

45+56 TO 47+46

APGAR LOOP TURNOUT

STATE PROJECT

NUMBER

SHEET

MT NPS GLAC 11(3) E.5

48+64

Begin 13'-0" LT

48+82

End 13'-0" LT

Overlay Apgar Bike Path approach RT

Overlay Apgar Bike Path approach LT

48+82

End 13'-0" RT48+64

Begin 13'-0" RT

8 49 5

20 SCALE

8'-0"

8'-0"

5'-0" R

5' -0

R

5' -0

R 5'-0"

R

Sheet L.8 for pavement marking details.

2. See Sheet L.3 for pavement marking quantities and

1. See Sheet E.1 for overlay approach quantities and details.

NOTE:

:4

S e p te m b e r

A

P G

A R

B

IK

E P

A T

H A

P P

R O

A t o

M y F il e s \F

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A \D e s ig n \C a m a s R o a d \S h e e ts to p ri n t\

M T

N

P S

G

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A p p ro a c h V ie w s .d g n

48+64 TO 48+82

APGAR BIKE PATH APPROACH

STATE PROJECT

NUMBER

SHEET

MT NPS GLAC 11(3) E.6

P

C P

N

Overlay McDonald Creek Trail approach LT

52+48

End approach 13'-0" LT

52+26

End turnout 13'-0" RT

50+86

Begin turnout 13'-0" RT

52+29

Begin approach 13'-0" LT

Trail approach RT

Overlay McDonald Creek milling (transition), Asphalt pavement

51+30

24'-0" RT 51+80

24'-0" RT

Overlay McDonald Creek turnout RT

52+48

End approach 13'-0" RT 52+29

Begin approach 13'-0" RT

Sawcut

Sawcut

52+48

20.73' LT

52+29

17'-0" RT

51+21

20'-0" RT

52+24

25'-0" RT

52+33

20'-0" RT

52+41

17'-0" RT

52+48

17'-0" RT

pavement edge

Match existing

20 SCALE

R

R

R

'-0

R

Sheet L.8 for pavement marking details.

3. See Sheet L.3 for pavement marking quantities and

2. See Sheet E.1 for asphalt pavement milling (transition) details.

1. See Sheet E.1 for overlay approach and turnout quantities and details.

NOTE:

:1

S e p te m b e r

M

C D

O N

A L

D C

R E

E K

T U

R N

O

D A

P P

R O

A C

H t o

M y F il e s \F

H W

A \D e s ig n \C a m a s R o a d \S h e e ts to p ri n t\

M T

N

P S

G

L A

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A p p ro a c h V ie w s .d g n

50+86 TO 52+48

AND APPROACHES

MCDONALD CREEK TURNOUT

STATE PROJECT

NUMBER

SHEET

MT NPS GLAC 11(3) E.7

milling (transition)

Asphalt pavement

Overlay Grist Road approach RT

60+36

End 13'-0" RT

59+01

Begin 13'-0" RT

20 SCALE

22ft-0in ft-in ft -0 in

R ft-0 in R

Sheet L.8 for pavement marking details.

3. See Sheet L.3 for pavement marking quantities and

2. See Sheet E.1 for asphalt pavement milling (transition) details.

1. See Sheet E.1 for overlay approach quantities and details.

NOTE:

:1

S e p te m b e r

G

R

IS

T R

O A

D A

P P

R O

A t o

M y F il e s \F

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A \D e s ig n \C a m a s R o a d \S h e e ts to p ri n t\

M T

N

P S

G

L A

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A p p ro a c h V ie w s .d g n

59+01 TO 60+36

GRIST ROAD APPROACH

STATE PROJECT

NUMBER

SHEET

MT NPS GLAC 11(3) E.8

94+00

13'-0" LT

Begin turnout

Overlay Fish Creek Campground turnout LT

95+53

18'-0" RT

100+50

13'-0" LT

End turnout

Overlay Fish Creek Campground approach RT

100+50

End approach 13'-0" RT

94+21

Begin approach 13'-0" RT milling (transition)

Asphalt pavement

94+45

15'-0" LT 95+15

21'-0" LT

95+53

23'-0" LT

98+63

23'-0" LT

99+25

20'-0" LT

98+35

16'-0" RT

99+56

16'-0" RT

5 1

5 9 6 9 7 9

50 SCALE

R

R

R

R

'-0

R

32'-0"

36'-0"

Sheet L.8 for pavement marking details.

3. See Sheet L.3 for pavement marking quantities and

2. See Sheet E.1 for asphalt pavement milling (transition) details.

1. See Sheet E.1 for overlay approach and turnout quantities and details.

NOTE:

:5

S e p te m b e r

F

IS

H

C R

E E

K C

A M

P G

R O

U N

D T

U R

N O

U T

A N

D A

P P

R O

A t o

M y F il e s \F

H W

A \D e s ig n \C a m a s R o a d \S h e e ts to p ri n t\

M T

N

P S

G

L A

C (3

A p p ro a c h V ie w s .d g n

94+00 TO 100+50

TURNOUT AND APPROACH

FISH CREEK CAMPGROUND

STATE PROJECT

NUMBER

SHEET

MT NPS GLAC 11(3) E.9

Method 1 RT

Roadway obliteration, Overlay Milepost 3.2 turnout RT

103+01

Begin 13'-0" RT

109+18

End 13'-0" RT

Method 1 RT

Roadway obliteration, 104+65

43'-0" RT

107+35

43'-0" RT

50 SCALE

R

R

'-0

R

'-0

R

Sheet L.8 for pavement marking details.

2. See Sheet L.3 for pavement marking quantities and

1. See Sheet E.1 for overlay turnout quantities and details.

NOTE:

:1

S e p te m b e r

M

IL

E

P O

S T

.2

T U

R N

O t o

M y F il e s \F

H W

A \D e s ig n \C a m a s R o a d \S h e e ts to p ri n t\

M T

N

P S

G

L A

C (3

A p p ro a c h V ie w s .d g n

103+01 TO 109+18

MILEPOST 3.2 TURNOUT

STATE PROJECT

NUMBER

SHEET

MT NPS GLAC 11(3) E.10

Method 1 RT

Roadway obliteration, 170+02

Begin 13'-0" RT

Overlay Apgar Loop turnout RT

174+42

End 13'-0" RT see Sheet D.3 for quantities and details

Asphalt concrete pavement patch, Type 2see Sheet I.1 for quantities and Sheet I.2 for details

Standard underdrain system

170+72 RT

informational kiosk

Remove and reset

40 SCALE

R

R

R

Sheet L.8 for pavement marking details.

2. See Sheet L.3 for pavement marking quantities and

1. See Sheet E.1 for overlay turnout quantities and details.

NOTE:

:3

S e p te m b e r

M

IL

E

P O

S T

.0

T U

R N

O t o

M y

F il e s \F

H W

A \D e s ig n \C a m a s

R o a d

\S h e e ts to p ri n t\ M

T

N P

S

G L

A C

(3

A p p ro a c h

V ie w s .d g n

170+02 TO 174+42

MILEPOST 2.0 TURNOUT

STATE PROJECT

NUMBER

SHEET

MT NPS GLAC 11(3) E.11

207+86

Begin 13'-0" RT

208+84

End 13'-0" RT

Method 1 RT

Roadway obliteration, 20 SCALE

1. See Sheet E.1 for roadway obliteration quantities and details.

NOTE:

:4

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O

B L

IT

E

R A

T

IO

N T

U R

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M y F il e s \F

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M T

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207+86 TO 208+84

OBLITERATION TURNOUT

STATE PROJECT

NUMBER

SHEET

MT NPS GLAC 11(3) E.12

255+53

Begin 13'-0" RT

256+58

26'-0" RT

Overlay Milepost 0.3 turnout RT

256+03

26'-0" RT

257+23

End 13'-0" RT

255+87

23'-0" RT

256+68

25'-0" RT

255+69

16'-0" RT

257+12

15'-0" RT

20 SCALE

R

R 4

R

R

Sheet L.8 for pavement marking details.

2. See Sheet L.3 for pavement marking quantities and

1. See Sheet E.1 for overlay turnout quantities and details.

NOTE:

:1

S e p te m b e r

M

IL

E

P O

S T

.3

T U

R N

O t o

M y F il e s \F

H W

A \D e s ig n \C a m a s R o a d \S h e e ts to p ri n t\

M T

N

P S

G

L A

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A p p ro a c h V ie w s .d g n

255+53 TO 257+23

MILEPOST 0.3 TURNOUT

STATE PROJECT

NUMBER

SHEET

MT NPS GLAC 11(3) E.13

:2 e p te m b e r

E n tr a n c e S ta ti o n Q u a n ti ti

M y

F il e s \F

H W

A \D e s ig n \C a m a s

R o a d

\S h e e ts to p ri n t\ M

T

N P

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ENTRANCE STATION QUANTITIES

STATE PROJECT

NUMBER

SHEET

MT NPS GLAC 11(3) F.1

Existing ground profile grade

Camas Road

Slope stake limits

Clearing limits

STATION

BEGIN ENTRANCE

STATION

END ENTRANCE

profile grade

Ditch centerline 1 profile grade

Ditch centerline 2 profile grade

Ditch centerline 4 profile grade

Ditch centerline 3

Ditch centerline 1

Ditch centerline 2

Ditch centerline 4

Ditch centerline 3

N

Slope stake limits pavement, asphalt

Removal of

N23°11'48"W

N29°09'3 4"W

N22°56'59"W N21°17'40"W

N14°44'17"W N26°52'47"W

S °1

'3 "E

S24°26'45"E

123+00 124+00 125+00 126+00 127+00 128+00 129+00 130+00

3,540 3,540

3,550 3,550

+0.199%

755' VC

.2

910' VC

.9

.2

.9

.8

+4.1 1%

.3

.0

.6

.1

.2

-1.43%

.6

-1.21%

129+40.00

CAMAS ROAD

MT NPS GLAC 11(3)

CONSTRUCTION

STATION

END ENTRANCE

El = 3546.3792

E = 878469.5182

N = 1597465.1462

123+00.00

CAMAS ROAD

MT NPS GLAC 11(3)

STATION CONSTRUCTION

BEGIN ENTRANCE

El = 3544.0945

E = 878721.6066

N = 1596876.8848

:2

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F il e s \F

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S ta ti o n

P la n

P r o f il e

A g a in

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STATE PROJECT

NUMBER

SHEET

MT NPS GLAC 11(3) F.2

NPS Drwg No. 117/137434 NPS PMIS No. 188751

C P

1 C P

Vault toilet location

Kiosk

Flag pole

Proposed iron ranger location

Bollards

Existing ditch centerline

Proposed ditch centerline

Proposed ditch centerline

Proposed ditch centerline centerline ditch

Proposed

Slope stake limits

Slope stake limits

Clearing limits

20 SCALE

Verify vault toilet area with CO.

See Sheets F.10-11 for curb sidewalk and accessibility ramp details.

2.

1.

NOTE:

8'- 0"

R

'-0

R

5'-0"

6'-0"6'-0"

'-0

R

'-6

R

8'- 0"

R

0"

R

8'-0"R

19'-0"

15'-9"

94'-9"

6"

6"

19'-0"

55'-6"

48'-0"

'-2

R

'-0

R

R

7'-6" R

R

6"R

R

60'-0"

"1

'-0

' 36'-0"

:5

S e p te m b e r

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ID

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IB

IL

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Y R

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ACCESSIBILITY RAMPS

SIDEWALKS AND

ENTRANCE STATION

STATE PROJECT

NUMBER

SHEET

MT NPS GLAC 11(3) F.3

57 58 holder pole

Snow

Snow pole holder

Snow pole holder See Sheets F.10-11 for curb sidewalk and accessibility ramp details.1.

NOTE:

Sidewalk, concrete

Sidewalk, concrete

Sidewalk, concrete

Accessibility ramp, concrete

Accessibility ramp, concrete concrete

Accessibility ramp, Accessibility ramp, concrete

Sidewalk, concrete

20 SCALE

Snow pole holder

Snow pole holder

Snow pole holder

Snow pole holder

Snow pole holder

Snow pole holder

Snow pole holder

Snow pole holder

Snow pole holder

N23°11'48"W directions

0.0% all

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S e p te m b e r

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ID

E

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A N

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T T

A B

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O F

M y

F il e s \F

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\S h e e ts to p ri n t\ E

S

P o in t_

T a b le .d g n

PART 1 OF 4

POINT TABLES

SIDEWALK AND RAMPS

STATE PROJECT

NUMBER

SHEET

MT NPS GLAC 11(3) F.4

32 33 34

3536373839

65 66 panel warning

Detectable

Detectable warning panel

Detectable warning panel

Detectable warning panel

NOTE:

and accessibility ramp details.

See Sheets F.10-11 for curb sidewalk1.

(to be constructed by others)

Flag pole sidewalk, concrete (surface finish)

Kiosk to be constructed by others, 10 SCALE

Snow pole holder

Snow pole holder

Snow pole holder

Snow pole holder

Snow pole holder

Snow pole holder

Snow pole holder

Bollard post

Bollard post

N23°11'48"W

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F il e s \F

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R o a d

\S h e e ts to p ri n t\ E

S

P o in t_

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PART 2 OF 4

POINT TABLES

SIDEWALK AND RAMPS

STATE PROJECT

NUMBER

SHEET

MT NPS GLAC 11(3) F.5

NOTE:

and accessibility ramp details.

See Sheets F.10-11 for curb sidewalk1.

sidewalk, concrete (surface finish)

Kiosk to be constructed by others, 10 SCALE

N23°11'48"W

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S e p te m b e r

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ID

E

W A

L K

A N

D R

A M

IN

T T

A B

L

R

T

O

M y

F il e s \F

H W

A \D e s ig n \C a m a s

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PART 3 OF 4

POINT TABLES

SIDEWALK AND RAMPS

STATE PROJECT

NUMBER

SHEET

MT NPS GLAC 11(3) F.6

8 9

Detectable warning panel

Detectable warning panel and accessibility ramp details.

See Sheet F.10-11 for curb sidewalk1.

NOTE:

10 SCALE

:4

S e p te m b e r

S

ID

E

W A

L K

A N

D R

A M

IN

T T

A B

L

R

T

O

M y

F il e s \F

H W

A \D e s ig n \C a m a s

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