glac01103_Plans.pdf

BRENT L COE Digitally signed by BRENT L COE Date: 2020.12.16 16:02:26 -08'00' 12/16/2020

12/07/2020JEFFREY MOW Digitally signed by JEFFREY MOW Date: 2020.12.07 19:10:34 -07'00'

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IN

D E

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INDEX TO PLAN SHEETS

STATE PROJECT

NUMBER

SHEET

MT NPS GLAC 11(3) A.2

NPS Drwg No. 117/137434 NPS PMIS No. 188751 nathan.fischer Sticky Note Completed set by nathan.fischer

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

N

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

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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

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

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

O

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 RESURFACE

CAMAS ROAD SLUMPS

MT NPS GLAC 11(3)

REMAINING 4 MILES

AND RESURFACE

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

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VICINITY MAP

STATE PROJECT

NUMBER

SHEET

MT NPS GLAC 11(3) A.4

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

Cancelled set by nathan.fischer

Sheet and Description

SECTION D SECTION E SECTION F SECTION G SECTION H SECTION I SECTION J SECTION K SECTION L -

PLAN

SHEETS

APPROACHES

AND

TURNOUTS

CAMAS

ENTRANCE

STATION

CAMAS

SLIDE

AREA

WOLF

OVERLOOK

PARKING

AREA

DRAINAGE

EROSION

CONTROL

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE

Bid

Schedule

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

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 710 40 750

A0140 15706-0200 SOIL EROSION CONTROL, CHECK

DAM EACH 7 3 10

A0160 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0180 20103-0000 CLEARING AND GRUBBING SQYD 7,554 1,615 534 297 10,000 Contract Quantity

A0200 20301-2300 REMOVAL OF SIGN/MARKER EACH 25 25

A0220 20303-1600 REMOVAL OF PAVEMENT, ASPHALT SQYD 5,565 1,782 518 435 8,300

A0240 20401-0000 ROADWAY EXCAVATION CUYD 776 890 76 158 1,900 Contract Quantity

A0260 20402-0000 SUBEXCAVATION CUYD 3,596 580 324 4,500

A0280 20411-0000 SELECT BORROW TON 6,471 1,044 485 8,000

A0300 20701-0300 SEPARATION-STABILIZATION

GEOTEXTILE, CLASS 1, TYPE C SQYD 6,818 1,309 373 8,500

A0320 20720-0400 REINFORCEMENT GEOSYNTHETIC,

TYPE 4 SQYD 316 14 330

A0340 21101-1000 ROADWAY OBLITERATION, METHOD 1 SQYD 753 417 130 1,300 Contract Quantity

A0360 25201-0000 SPECIAL ROCK EMBANKMENT CUYD 1,279 121 1,400

A0380 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 1,373 319 1,166 116 226 3,200

A0400 30302-1000 DITCH RECONDITIONING LNFT 202 18 220

A0420 31301-0000 AGGREGATE-TOPSOIL COURSE TON 1,557 88 66 38 101 1,850

A0460 40101-5600 ASPHALT CONCRETE PAVEMENT,

GYRATORY MIX, 1/2-INCH OR

3/4-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, 0.3 TO <3 MILLION

ESAL TON 9,160 619 521 10,300

A0480 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 93 7 5 105

A0520 40301-0100 ASPHALT CONCRETE PAVEMENT,

TYPE 1 TON 1,085 32 574 57 102 1,850

A0540 40303-0100 ASPHALT CONCRETE PAVEMENT,

TYPE 1, WEDGE AND LEVELING

COURSE TON 3,073 177 3,250

A0560 41201-0000 TACK COAT (CSS-1) TON 56 4 5 65

A0580 41801-2000 ASPHALT CONCRETE PAVEMENT

PATCH, TYPE 2 SQYD 291 19 310

MileStone: 100% Date Completed: In Progress Report Date: 12/10/20

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES

-D ec -2

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A

M

Remarks and/or Determination of Estimated QuantityPay Item Description Unit

Estimated Quantities

C

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STATE PROJECT

B.1NPS GLAC 11(3)MT

SHEET

NUMBER

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

PLAN

SHEETS

APPROACHES

AND

TURNOUTS

CAMAS

ENTRANCE

STATION

CAMAS

SLIDE

AREA

WOLF

OVERLOOK

PARKING

AREA

DRAINAGE

EROSION

CONTROL

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE

Bid

Schedule

A0600 60501-0000 STANDARD UNDERDRAIN SYSTEM LNFT 245 15 260

A0620 60510-0700 6-INCH COLLECTOR PIPE LNFT 2,256 114 2,370

A0640 60510-0800 6-INCH OUTLET PIPE LNFT 300 53 17 370

A0660 60901-1300 CURB, CONCRETE, 15-INCH DEPTH LNFT 512 38 550

A0680 61501-0100 SIDEWALK, CONCRETE (SURFACE

FINISH) SQYD 24 2 26

A0700 61501-0500 SIDEWALK, EXPOSED AGGREGATE

CONCRETE SQYD 365 35 400

A0720 61504-1000 ACCESSIBILITY RAMP, CONCRETE SQYD 92 8 100

A0740 61509-0000 DETECTABLE WARNING PANELS SQYD 7 7

A0760 61904-0000 BOLLARD POST EACH 4 4

A0780 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 40 40

A0800 62201-0900 WHEEL LOADER, 2 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 20 20

A0820 62201-3000 HYDRAULIC EXCAVATOR (MINI, 35

HP TO 45 HP) HOUR 20 20

A0840 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC

YARD MINIMUM CAPACITY WITH

THUMB ATTACHMENT HOUR 20 20

A0860 62301-0000 GENERAL LABOR HOUR 20 20

A0880 62401-0300 FURNISHING AND PLACING

TOPSOIL, 4-INCH DEPTH SQYD 86 555 2,312 855 450 242 4,500

A0900 62502-0000 TURF ESTABLISHMENT SQYD 86 620 3,460 1,006 534 294 6,000

A0920 63301-1000 SIGN SYSTEM, GOVERNMENT

FURNISHED SIGN EACH 2 2

A0940 63302-0000 SIGN SYSTEM SQFT 229.75 229.75

A0960 63308-2000 OBJECT MARKER, TYPE 2 EACH 4 4

A0980 63308-3000 OBJECT MARKER, TYPE 3 EACH 8 8

A1000 63318-1000 SNOW POLE HOLDER EACH 23 23

A1020 63401-0100 PAVEMENT MARKINGS, TYPE A,

SOLID (WHITE) LNFT 83,424 6 83,430

A1040 63401-0700 PAVEMENT MARKINGS, TYPE D,

SOLID (WHITE) LNFT 48,555 5 48,560

A1060 63401-0700 PAVEMENT MARKINGS, TYPE D,

SOLID (YELLOW) LNFT 51,316 4 51,320

A1080 63403-0400 PAVEMENT MARKINGS, TYPE D

(CROSSWALK WHITE) SQFT 500 500

A1100 63405-1350 PAVEMENT MARKINGS, TYPE D,

STRAIGHT ARROW EACH 2 2

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A

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MileStone: 100% Date Completed: In Progress Report Date: 12/10/20

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SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number

Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated Quantity

STATE PROJECT

B.2NPS GLAC 11(3)MT

SHEET

NUMBER

PLAN

SHEETS

APPROACHES

AND

TURNOUTS

CAMAS

ENTRANCE

STATION

CAMAS

SLIDE

AREA

WOLF

OVERLOOK

PARKING

AREA

DRAINAGE

EROSION

CONTROL

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE

Bid

Schedule

A1120 63405-1500 PAVEMENT MARKINGS, TYPE D,

"STOP" WORD MESSAGE EACH 5 5

A1140 63405-1650 PAVEMENT MARKINGS, TYPE D,

ACCESSIBILITY SYMBOL EACH 2 2

A1160 63502-0600 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 EACH 9 1 10

A1180 63502-1050 TEMPORARY TRAFFIC CONTROL,

TUBULAR MARKER EACH 120 120

A1200 63502-1500 TEMPORARY TRAFFIC CONTROL,

WARNING LIGHT TYPE A EACH 16 16

A1220 63502-1600 TEMPORARY TRAFFIC CONTROL,

WARNING LIGHT TYPE B EACH 30 30

A1240 63502-1700 TEMPORARY TRAFFIC CONTROL,

WARNING LIGHT TYPE C EACH 50 50

A1260 63503-0700 TEMPORARY TRAFFIC CONTROL,

PAVEMENT MARKINGS LNFT 99,871 9 99,880

A1280 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 498.5 498.5

A1300 63506-0500 TEMPORARY TRAFFIC CONTROL,

FLAGGER HOUR 2,580 2,580

A1320 63506-0600 TEMPORARY TRAFFIC CONTROL,

PILOT CAR HOUR 1,290 1,290

A1340 63507-0700 TEMPORARY TRAFFIC CONTROL,

TRAFFIC CONTROL SUPERVISOR DAY 133 133

A1360 63601-3100 SYSTEM INSTALLATION, TELEPHONE LPSM All ALL

A1380 63610-0500 CONDUIT, 1-INCH, RIGID

GALVANIZED STEEL LNFT 30 2 32

A1400 63610-1600 CONDUIT, 2-INCH, PVC LNFT 951 19 970

A1420 63621-5000 UTILITY BOX, CONCRETE EACH 1 1

A1440 63622-0000 UTILITY TRENCH LNFT 951 19 970

A1460 64601-1000 BUILDING, RESTROOM FACILITY EACH 1 1

A1480 64620-1100 REMOVE AND RESET KIOSK (AND

IRON RANGER) EACH 1 1

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A

M

MileStone: 100% Date Completed: In Progress Report Date: 12/10/20

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SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number

Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated Quantity

STATE PROJECT

B.3NPS GLAC 11(3)MT

SHEET

NUMBER

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:

from horizontal.

Finish edges of pavement between a 25 and 45 degree angle

Furnish and place topsoil, and round slopes according to Sheet C.4 bridge ends as directed by the CO.

and milling limits as directed by the CO. Remove pavement near

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

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O c to 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

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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.

from horizontal.

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

Kiosk Island 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

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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

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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, 4-inch depth

Bedding material, 4-inch depth 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, 4-inch depth concrete, cement

Portland

4-inch depth material, Bedding

Tack coat

1:3

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, ground Existing

5%

Turf establishment

Varies

Turf establishment

Varies

See Sheet C.2 for details

See Sheet C.2 for details

Detail A

3'-0"

1'-6"

3' Varies

Pan Drainage

Pan Drainage

:5

O c to 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 g

M y F ile s \F

H W

A \D e s ig n \C a m a s R o a d \Q

A R e v ie w \M

T N

P S

G

L A

C (3

C

.d g n

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

3.

2.

1.

Varies

193+77 to 195+60

CAMAS ROAD SLIDE REPAIR

from horizontal.

Finish edges of pavement between a 25 and 45 degree angle

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

O c to 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 \Q

A R e v ie w \M

T N

P S

G

L A

C (3

C

.d g n

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

.d g n

WOLF OVERLOOK

TYPICAL SECTION

STATE PROJECT

NUMBER

SHEET

MT NPS GLAC 11(3) C.5

:1

S e p te m b e r

C a m a s R o a d O v e r la y Q u a n ti ti e 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 \F ix K io s k R a m p \M

T N

P S

G

L A

C (3

D

.d g n

QUANTITIES

CAMAS ROAD OVERLAY

STATE PROJECT

NUMBER

SHEET

MT NPS GLAC 11(3) D.1

All subexcavated material is deemed unsuitable.

before subexcavating.

Where applicable, remove the existing asphalt concrete pavement 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 aggregate, method 2.

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

Furnishing and placing t

:5 e c e 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 \F ix K io s k R a m p \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

NPS Drwg No. 117/137434 NPS PMIS No. 188751 nathan.fischer Sticky Note Cancelled set by nathan.fischer nathan.fischer Sticky Note Cancelled set by nathan.fischer nathan.fischer

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.

to a depth of 2-inches base and subgrade material

Remove damaged pavement, :3 e c e 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 \F ix K io s k R a m p \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

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

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

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, 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

:2

S e p te m b e r

T y p e

S u b e x c a V

A ti p w

-w o rk \d

\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

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

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

REMAINING 4 MILES

AND RESURFACE

CAMAS ROAD SLUMPS

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:

:2

O c to b e r

L I N

E G

R A

H

T O p w

-w o rk

\d \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

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

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

M yF ile s\

Pr oj ec ts

_2

0\ M on ta na \C am as

\P W

C am as R oa d_ co nt ro ls he et

_v 2.

xl sx

]S he et

-J ul

-2

:4

A M

W

FL

H D

S ur ve y

W

FL

H D

S ur ve y

D es ig ne d by

C he ck ed b y:

STATE PROJECT

D.24

SHEET

NUMBER

NPS GLAC 11(3)MT

SURVEY CONTROL

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

:2

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

\F ix

K io s k

R a m p \M

T

N P

S

G L

A C

(3

E

.d g n

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

:1 e c e m b e r

T

U R

N O

U T

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

\F ix

K io s k

R a m p \M

T

N P

S

G L

A C

(3

E

.d g n

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

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

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

O P

T U

R N

O U 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

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

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

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

C (3

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

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

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

172+27

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

174+42

End 13'-0" RT

172+92

Begin 13'-0" RT

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:

:2

O c to 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

\Q A

R e v ie w

\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.2 for roadway obliteration quantities and details.

NOTE:

:2

O c to b e r

O B

L

IT

E R

A T

IO

N

T U

R N

O t o p w

-w o rk

\d \M

T N

P S

G

L A

C (3

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

207+86 TO 208+84

OBLITERATION TURNOUT

STATE PROJECT

NUMBER

SHEET

MT NPS GLAC 11(3) E.12

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

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…