PV_Plans_100_.pdf

INDEX TO SHEETS

A.2

STATE PROJECT

NUMBER

SHEET

I n t_ ft

D c m y fi le s p w p r o d u c ti o n d m t-a a b .d g n

MT FLATHEAD 543(1)

P

M

N o v e m b e r

C J o r g e n s o n

M a d a r

C h e c k e d b y

D e s ig n e d b y

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE 11/2001

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

W101-1

AND ABBREVIATIONS

PLAN SYMBOLS

W west drwg(s).

dist.

diaph.

diag.

dia.

DHV

D 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 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 yd3 yd2 cubic yard(s) square yard sym.

STS

struc.

stiff.

stgr.

std.

STA, Sta.

ST

SS

SRS

SQYD

SQFT

spa.

SLRY

shldr.

sec.

SC

SADT

S 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

S e p te m b e r

U m y fi le s p w p r o d u c ti o n d m t-a a c .d g n

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

A.3 FLATHEAD 543(1) MT

BH

CP GPS

JH

TP

DI

36 31

6 1

36 31

6 1

SEC.

SEC.

EL. 1234.56

E

RIP

G G

W W

DI

T T

NOTE:

NO SCALE

on the appropriate plan sheet.

Other symbols used in the plans will be shown in a legend 1.

Property Line w/Found Property Corner

Section Corner (Found, Projected)16

Section Line16

Section Corner (Found, Projected)4

Section Line4

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

Above Ground Tank; Underground Tank

Treeline; Individual Trees

Boulder; Well; Satellite Dish; Grave

Cooking Grate; Garbage Can; Picnic Table

Flagpole; Fire Hydrant

Gas & Water Meter; Gas & Water Valve

Silt Fence

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

BLM Lands Boundary

Railroad

Intermittent Drainage or Small Creek

Control Point (Terrestrial and GPS); Jump Hub 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 mile post main line

M.P.

M.L.

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,

- no symbol -

EXISTING PROPOSED

Transition

Toe of Fill

Top of Cut 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

Delineators

Underground Utilities

Overhead/Above Ground Utilities

Signs (single, double post; portable)

Miscellaneous Utility Features

Building

Right-of-Way Line with Monument

Permanent Easement

Construction Easement

Riprap

Fiber Roll or Wattle

F L

A T

H E

A D C

O

L I N

C O

L N C

O

BEGIN PROJECT

Kalispell, Montana

25 miles to

END PROJECT

N

VICINITY MAP

SCALE IN MILES

00.5 0.5 1.0 1.5 2.00.25

Dahl Lake

Lake

Lynch

P L E A S A N T

V A L L E Y

N A

T

IO

N A

L F

O R

E S T B

O U

N D

A R

Y

P L E A S A N T

V A L L E Y

92+71.64 LINE 'A' =

10+00.00 LINE 'APP2'

125+98.48 LINE 'A' =

10+00.00 LINE 'APP3'

78+32.62 LINE 'A' =

10+00.00 LINE 'APP1'

147+15.33 LINE 'A' =

10+00.00 LINE 'APP4'

184+71.13 LINE 'A' =

10+00.00 LINE 'APP5'

500+82.51 LINE 'B' =

14+85.34 LINE 'APP4'

205+00.00 LINE 'A' =

10+00.00 LINE 'APP6'

284+26.88 LINE 'A' =

600+30.35 LINE 'B'

45+60.00 LINE 'A'

MT FLATHEAD 543(1)

757+00.00 LINE 'B'

MT FLATHEAD 543(1)

500+00.00 LINE 'B'

MT FLATHEAD 543(1)

BEGIN CONSTRUCTION

P le a s a n t V a lle y R o a d

NATIONAL WILDLIFE REFUGE

LOST TRAIL

NATIONAL FOREST

FLATHEAD

Pleasant Valley Road

A.4

STATE PROJECT

NUMBER

SHEET

o v e m b e r

U

S S u r ft m y fi le s p w p r o d u c ti o n d m t-a a d .d g

MT FLATHEAD 543(1)

J o r g e n s

M a d

C h e c k e d b y

D e s ig n e d b y

LINE 'A'

LINE 'B'

LINE 'B'

END CONSTRUCTION

284+26.88 LINE 'A'

Refuge BoundryRefuge Boundry re hsi

F r e vi

R

Refuge Boundry

Sheet and Description

Section C Section D Section F Section G Section H Section I

Typical Section

Plan & Profile

Erosion Control Drainage 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 15301-0010 CONTRACTOR QUALITY CONTROL

AND ASSURANCE 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 3,515 485 4,000

A0140 15802-0000 WATERING FOR DUST CONTROL LPSM ALL ALL

A0160 20101-0000 CLEARING AND GRUBBING ACRE 74.7 4.3 79.0

A0180 20220-1000 REMOVAL, INDIVIDUAL TREE EACH 109 11 120

A0200 20301-1100 REMOVAL OF GATE EACH 1 1

A0220 20301-2700 REMOVAL OF STRUCTURE (BRIDGE

SALVAGE, LOST TRAIL NWR

#61545-63008) EACH 1 1

A0240 20302-1000 REMOVAL OF FENCE, RAIL LNFT 400 50 450

A0260 20302-2100 REMOVAL OF PIPE CULVERT

(18-INCH CMP) LNFT 45 45

A0280 20302-2100 REMOVAL OF PIPE CULVERT

(24-INCH CMP) LNFT 30 30

A0300 20302-2100 REMOVAL OF PIPE CULVERT

(48-INCH CMP) LNFT 40 40

A0320 20302-2100 REMOVAL OF PIPE CULVERT

(5-FEET X 4-FEET CMP) LNFT 40 40

A0340 20401-0000 ROADWAY EXCAVATION CUYD 122,913 12,287 135,200

A0360 20411-0000 SELECT BORROW TON 52,218 5,282 57,500

A0380 20425-1000 DITCH, EXCAVATION LNFT 1,275 125 1,400

A0400 20702-0600 GEOTEXTILE FILTER, CLASS 2,

TYPE A SQYD 449 51 500

A0420 20820-0000 DEWATERING LPSM ALL ALL

A0440 21101-1000 ROADWAY OBLITERATION, METHOD 1 SQYD 66,150 6,150 72,300

A0460 21101-2000 ROADWAY OBLITERATION, METHOD 2 SQYD 3,902 398 4,300

A0480 25101-0200 PLACED RIPRAP, METHOD A,

CLASS 2 CUYD 595 55 650

A0500 30202-2000 ROADWAY AGGREGATE, METHOD 2

(SURFACE COURSE A) TON 40,228 4,022 44,250

A0520 30202-2000 ROADWAY AGGREGATE, METHOD 2

(PATH/OVERLOOK SURFACING) TON 28 7 35

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-N ov -2

4:

P M c:

\m yf ile s\ pw

_p ro du ct io n\ d0 m t-a2

_b a.

xl sx ]S he et

STATE PROJECT

B.1FLATHEAD 543(1)MT

NUMBER

Typical Section

Plan & Profile

Erosion Control Drainage Temporary

Traffic Control

Permanent Traffic Control

ALLOWANCE Bid Schedule

A0540 60103-0440 CONCRETE, HEADWALL FOR

144-INCH PIPE CULVERT EACH 2 2

A0560 60201-0800 24-INCH PIPE CULVERT LNFT 633 633

A0580 60201-1000 36-INCH PIPE CULVERT LNFT 268 268

A0600 60201-1600 72-INCH PIPE CULVERT LNFT 70 70

A0620 60201-2500 144-INCH PIPE CULVERT LNFT 144 144

A0640 60220-0000 PRECAST REINFORCED CONCRETE

BOX CULVERT (THREE SIDED,

20-FEET SPAN 10 FEET RISE) LNFT 36 36

A0660 61902-0000 GATE EACH 1 1

A0680 62101-0000 MONUMENT EACH 182 182

A0700 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 20 20

A0720 62201-0950 WHEEL LOADER, 3 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 40 40

A0740 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC

YARD MINIMUM CAPACITY WITH

THUMB ATTACHMENT HOUR 80 80

A0760 62301-0000 GENERAL LABOR HOUR 40 40

A0780 62501-0000 TURF ESTABLISHMENT ACRE 76.7 8.3 85.0

A0800 62901-0400 ROLLED EROSION CONTROL

PRODUCT, TYPE 1.D SQYD 1,700 200 1,900

A0820 63302-0000 SIGN SYSTEM SQFT 160 160

A0840 63316-1000 REMOVE AND RESET SIGN EACH 25 5 30

A0860 63502-0600 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 EACH 14 14

A0880 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 136 136

A0900 63621-5000 UTILITY BOX, CONCRETE (4'X4'

OPEN LID) EACH 12 12

A0920 63621-5000 UTILITY BOX, CONCRETE (4'X4'

CLOSED LID) EACH 8 8

A0940 63622-0000 UTILITY TRENCH (TYPE 1) LNFT 16,000 1,600 17,600

A0960 63622-0000 UTILITY TRENCH (TYPE 2) LNFT 2,400 240 2,640

A0980 64603-0300 FIXTURE, BENCH (LOG,

GOVERNMENT FURNISHED) EACH 4 4

A1000 64603-1200 FIXTURE, WAYSIDE EXHIBIT (4'

X 3' INTERPRETIVE PANNEL

FOUNDATION) EACH 4 4

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-N ov -2

4:

P M c:

\m yf ile s\ pw

_p ro du ct io n\ d0 m t-a2

_b a.

xl sx ]S he et

2)

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.2FLATHEAD 543(1)MT

Typical Section

Plan & Profile

Erosion Control Drainage Temporary

Traffic Control

Permanent Traffic Control

ALLOWANCE Bid Schedule

A1020 64603-1200 FIXTURE, WAYSIDE EXHIBIT (5'

X 3' INTERPRETIVE PANNEL

FOUNDATION) EACH 2 2

A1040 64620-0400 REMOVE AND RESET MAILBOX EACH 1 1

A1060 64704-1000 MITIGATION, STREAMBED

MATERIAL (TYPE 1) CUYD 250 480 70 800

A1080 64704-1000 MITIGATION, STREAMBED

MATERIAL (TYPE 2) CUYD 330 35 365

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-N ov -2

4:

P M c:

\m yf ile s\ pw

_p ro du ct io n\ d0 m t-a2

_b a.

xl sx ]S he et

3)

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.3FLATHEAD 543(1)MT

Typical Section

Plan & Profile

Erosion Control Drainage Temporary

Traffic Control

Permanent Traffic Control

ALLOWANCE Bid Schedule

B0020 15101-0000 MOBILIZATION LPSM ALL

B0040 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

B0060 15301-0010 CONTRACTOR QUALITY CONTROL

AND ASSURANCE LPSM ALL

B0080 15401-0000 CONTRACTOR TESTING LPSM ALL

B0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

B0120 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 3,515 485 4,000

B0140 15802-0000 WATERING FOR DUST CONTROL LPSM ALL ALL

B0160 20101-0000 CLEARING AND GRUBBING ACRE 74.7 4.3 79.0

B0180 20220-1000 REMOVAL, INDIVIDUAL TREE EACH 109 11 120

B0200 20301-1100 REMOVAL OF GATE EACH 1 1

B0220 20301-2700 REMOVAL OF STRUCTURE (BRIDGE

SALVAGE, LOST TRAIL NWR

#61545-63008) EACH 1 1

B0240 20302-1000 REMOVAL OF FENCE, RAIL LNFT 400 50 450

B0260 20302-2100 REMOVAL OF PIPE CULVERT

(18-INCH CMP) LNFT 45 45

B0280 20302-2100 REMOVAL OF PIPE CULVERT

(24-INCH CMP) LNFT 30 30

B0300 20302-2100 REMOVAL OF PIPE CULVERT

(48-INCH CMP) LNFT 40 40

B0320 20302-2100 REMOVAL OF PIPE CULVERT

(5-FEET X 4-FEET CMP) LNFT 40 40

B0340 20401-0000 ROADWAY EXCAVATION CUYD 122,913 12,287 135,200

B0360 20411-0000 SELECT BORROW TON 52,218 5,282 57,500

B0380 20425-1000 DITCH, EXCAVATION LNFT 1,275 125 1,400

B0400 20702-0600 GEOTEXTILE FILTER, CLASS 2,

TYPE A SQYD 449 51 500

B0420 20820-0000 DEWATERING LPSM ALL ALL

B0440 21101-1000 ROADWAY OBLITERATION, METHOD 1 SQYD 66,150 6,150 72,300

B0460 21101-2000 ROADWAY OBLITERATION, METHOD 2 SQYD 3,902 398 4,300

B0480 25101-0200 PLACED RIPRAP, METHOD A,

CLASS 2 CUYD 595 55 650

B0500 30202-2000 ROADWAY AGGREGATE, METHOD 2

(SURFACE COURSE B) TON 40,228 4,022 44,250

B0520 30202-2000 ROADWAY AGGREGATE, METHOD 2

(PATH/OVERLOOK SURFACING) TON 28 7 35

-N ov -2

4:

P M c:

\m yf ile s\ pw

_p ro du ct io n\ d0 m t-a2

_b d .x ls x]

S he et SUMMARY OF QUANTITIES - Schedule B

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.4FLATHEAD 543(1)MT

Typical Section

Plan & Profile

Erosion Control Drainage Temporary

Traffic Control

Permanent Traffic Control

ALLOWANCE Bid Schedule

B0540 60103-0440 CONCRETE, HEADWALL FOR

144-INCH PIPE CULVERT EACH 2 2

B0560 60201-0800 24-INCH PIPE CULVERT LNFT 633 633

B0580 60201-1000 36-INCH PIPE CULVERT LNFT 268 268

B0600 60201-1600 72-INCH PIPE CULVERT LNFT 70 70

B0620 60201-2500 144-INCH PIPE CULVERT LNFT 144 144

B0640 60220-0000 PRECAST REINFORCED CONCRETE

BOX CULVERT (THREE SIDED,

20-FEET SPAN 10 FEET RISE) LNFT 36 36

B0660 61902-0000 GATE EACH 1 1

B0680 62101-0000 MONUMENT EACH 182 182

B0700 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 20 20

B0720 62201-0950 WHEEL LOADER, 3 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 40 40

B0740 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC

YARD MINIMUM CAPACITY WITH

THUMB ATTACHMENT HOUR 80 80

B0760 62301-0000 GENERAL LABOR HOUR 40 40

B0780 62501-0000 TURF ESTABLISHMENT ACRE 76.7 8.3 85.0

B0800 62901-0400 ROLLED EROSION CONTROL

PRODUCT, TYPE 1.D SQYD 1,700 200 1,900

B0820 63302-0000 SIGN SYSTEM SQFT 160 160

B0840 63316-1000 REMOVE AND RESET SIGN EACH 25 5 30

B0860 63502-0600 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 EACH 14 14

B0880 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 136 136

B0900 63621-5000 UTILITY BOX, CONCRETE (4'X4'

OPEN LID) EACH 12 12

B0920 63621-5000 UTILITY BOX, CONCRETE (4'X4'

CLOSED LID) EACH 8 8

B0940 63622-0000 UTILITY TRENCH (TYPE 1) LNFT 16,000 1,600 17,600

B0960 63622-0000 UTILITY TRENCH (TYPE 2) LNFT 2,400 240 2,640

B0980 64603-0300 FIXTURE, BENCH (LOG,

GOVERNMENT FURNISHED) EACH 4 4

B1000 64603-1200 FIXTURE, WAYSIDE EXHIBIT (4'

X 3' INTERPRETIVE PANNEL

FOUNDATION) EACH 4 4

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-N ov -2

4:

P M c:

\m yf ile s\ pw

_p ro du ct io n\ d0 m t-a2

_b d .x ls x]

S he et

2) SUMMARY OF QUANTITIES - Schedule B

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.5FLATHEAD 543(1)MT

Typical Section

Plan & Profile

Erosion Control Drainage Temporary

Traffic Control

Permanent Traffic Control

ALLOWANCE Bid Schedule

B1020 64603-1200 FIXTURE, WAYSIDE EXHIBIT (5'

X 3' INTERPRETIVE PANNEL

FOUNDATION) EACH 2 2

B1040 64620-0400 REMOVE AND RESET MAILBOX EACH 1 1

B1060 64704-1000 MITIGATION, STREAMBED

MATERIAL (TYPE 1) CUYD 250 480 70 800

B1080 64704-1000 MITIGATION, STREAMBED

MATERIAL (TYPE 2) CUYD 330 35 365

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-N ov -2

4:

P M c:

\m yf ile s\ pw

_p ro du ct io n\ d0 m t-a2

_b d .x ls x]

S he et

3) SUMMARY OF QUANTITIES - Schedule B

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.6FLATHEAD 543(1)MT

QUANTITIES

TYPICAL SECTION

TABULATION OF

C.1

STATE PROJECT

MT

FLATHEAD 543(1)

o v e m b e r

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a c a .d g

J o r g e n s

M a d

C h e c k e d b y

D e s ig n e d b

TYPICAL SECTIONS

LC

LC

1:3 1:3

Existing ground

Traveled way

12'

Traveled way

12'

M a d

J o r g e n s

4% 4%

Existing ground

Match existing

12' 12'

1:3

1:

21:2 Varies

DITCH EXCAVATION

LC

PLEASANT VALLEY ROAD OVERLAY

PLEASANT VALLEY ROAD REALIGNMENT

D e s ig n e d b y

C h e c k e d b y

12" compacted depth

Select borrow, 10'

600+30.35 to 757+00.00 Line 'B'

45+60.00 to 72+24.73 Line 'A'

72+24.73 to 284+26.88 Line 'A'

203+50.00 Line 'A'

56+35.00 Line 'A'

Profile grade

Profile grade control product, type 1D

Rolled erosion

Existing ground material (type 1), 6"

Place mitigation, streambed

LC

12' 12'

Traveled Way Traveled Way

Existing Ground

Width Varies

Proposed Grade

1:3 1:3

2% 2%

Varies

CUT SLOPE

ROUNDING DETAIL

5'

5'

D ground

Original

0.25D

C le a r in g l im it s

B = 10'

PATH/OVERLOOK

PLEASANT VALLEY ROAD

Existing ground

Width varies

LC

91+50.00, RT, Line 'A'

2" compacted depth

(path/overlook surfacing) method 2

Roadway aggregate, Roadway Obliteration, Method 1 and Turf Establishment limits

534+70.00 to 598+00.00 Line 'B'

FOOTNOTE:

Existing ditch Existing ditch

Existing roadway prism

Use material from existing roadway prism to fill existing ditches.

and reduce the front slope rounding distance proportionally.

heights less than "B" reduce "B" to the cut height dimension

Cut and rounding detail applies to all typical sections. For cut

Construct slopes as shown in the Staking Report.

o v e m b e r

U

S S u r ft m y fi le s p w p r o d u c ti o n d m t-a c b .d g n

STATE PROJECT

NUMBER

C.2 class 2, type A

Geotextile filter, control product, type 1D

Rolled erosion this sheet

See Roadway aggregate table, table, this sheet

See Roadway aggregate

Turf establishment

10' (Typical)

Turf establishment

(Typical)

5'

C le a r in g l im it s

C le a r in g l im it s

C o n s tr u c ti o n l im it s

(Typical)

5'

(Typical)

5'

C o n s tr u c ti o n l im it s

PLEASANT VALLEY ROAD OBLITERATION

Match existing table, this sheet

See Roadway aggregate

TYPICAL SECTIONS

1:3

1:3

C le a r in g l im it

C le a r in g l im it

M a d

J o r g e n s

4% 4% 1:3

PLEASANT VALLEY ROAD - APPROACHES

1:3 C le a r in g l im it establishment

Turf

4%

PLEASANT VALLEY ROAD - TURNOUTS

turnout

Width varies

D e s ig n e d b y

C h e c k e d b

See approach table this sheet

Traveled way width varies

10+12.00 to 25+16.94 Line 'APP6'

10+12.00 to 13+70.63 Line 'APP5'

10+12.00 to 20+82.78 Line 'APP4'

11+00.00 to 11+51.36 Line 'APP3'

12+72.00 to 13+84.36 Line 'APP2'

10+12.00 to 11+20.71 Line 'APP1'

754+50.00, RT, Line 'B'

686+00.00, RT, Line 'B'

673+00.00, RT, Line 'B'

629+00.00, RT, Line 'B'

626+00.00, RT, Line 'B'

601+50.00, LT, Line 'B'

229+25.00, RT, Line 'A'

91+50.00, LT, Line 'A'

91+50.00, RT, Line 'A'

1'

UTILITY TRENCH (TYPE 1)

1'

UTILITY TRENCH (TYPE 2)

1'

FOOTNOTE:

1 Construct slopes as shown in the Staking Report.

A o v e m b e r

U

S S u r ft m y fi le s p w p r o d u c ti o n d m t-a c c .d g n

STATE PROJECT

NUMBER

C.3

RT Line 'APP1'

LT/RT Line 'A'

LT Line 'A'

LT Line 'A'

LT Line 'A'

LT Line 'A'

LT/RT Line 'A'

9+50.00 - 15+50.00

197+65.00 - 205+50.00

184+25.00 - 185+25.00

124+75.00 - 126+25.00

94+00.00 - 96+00.00

54+00.00 - 57+00.00

46+25

Turf establishment by Flathead Electric. Contractor to install electric utility. Conduit to be provided

3" Schedule 40 PVC conduit for

Utility warning ribbon by Flathead Electric. Contractor to install electric utility. Conduit to be provided

3" Schedule 40 PVC conduit for

Existing ground/subgrade

LT Line 'APP6'

LT Line 'A'

LT Line 'A'

LT Line 'A'

LT Line 'A'

LT Line 'A'

10+50.00 - 25+17.00

185+25.00 - 197+65.00

126+25.00 - 184+25.00

96+00.00 - 124+75.00

57+00.00 - 94+00.00

46+25.00 - 54+00.00

6" min.

Turf establisment

10' (Typical)

(Typical)

5'

Profile grade

(Typical)

5' and installed by contractor phone utility. Conduit to be supplied

2" Schedule 40 PVC conduit for to be placed by CenturyLink

Direct burial line for phone utility

Utility warning ribbon

6" min.

2' min.

Existing ground

6" min.

.5 c o v e r m in

6" min.

6" min.

2' min.

6" min.

m in c o v e r

.5

12" compacted depth

Select borrow, 12" compacted depth

Select borrow, Edge of traveled way table, this sheet

See Roadway aggregate

Existing ground

Existing ground table, this sheet

See Roadway aggregate

LC

m a te r ia l

B a c k fi ll m a te r ia l

B a c k fi ll

PLAN & PROFILE

TABULATION OF

D.1

STATE PROJECT

o v e m b e r

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a fa .d g

J o r g e n s

M a d

C h e c k e d b y

D e s ig n e d b

T

2827 244650

244600

T

244653

UP

ISLK

T

244651

ATTENTION

EM

L O

S T T

R A I L

N A

T I O

N A

L W

I L

D L I F E R

E F

U G

E

R E F

U G

E O

F F I C

E

S P

E E

D L I

M I T

M

P H

245600 246602

T

246650

?46600

247600 248600

249601 249600

U.B.

U.B.

U.B.

N

BEGIN PROJECT

Line 'A' to be constructed

EL = 3,490.55

E = 636634.40

N = 1478476.90

45+60.00 Line 'A'

MT FLATHEAD 543(1)

be constructed by others

Stream restoration to

Ditch Excavation

P10

P11

P12

P13

P14

P15

P16

P17

P18

P19

P20

P21

P22

P23

Ditch Excavation be constructed by others

Stream restoration to

Match existing stream channel relocated for ditch construction

Existing phone to be temporarily

LINE 'A'

45+60 to 72+24.73

PLAN & PLAN

(type 2)trench

Utility trench (type 1)Utility trench (type 1)Utility

S e e S h e e t

G .1

R e m o v a l o f x p ip e c u lv e r t

S e e S h e e t

G .1

I n s ta ll

X b o x c u lv e r t

UTILITY CONTACT:

D.2

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a fb .d g n

MT FLAATHEAD 543(1)

o v e m b e r

J o r g e n s

M a d

C h e c k e d b y

D e s ig n e d b y

Utility trench (type 2)

LEGEND:

Utility Trench Type 2

Utility Trench Type 1

Clearing limits

Clearing limits

IR

IR WASHER

s.pluid@flathead.coop

(406) 751-4461

Stan Pluid

Flathead Electric ronald.o.smith@centurylink.com

(406) 585-1926

Ronald Smith

CenturyLink

R=100'

R=30' R=45'

R=30'

R=55'

R=60' R=100' stream channel

Match existing

P C

.7

N A

TI

O N

A L

W

IL

D

LI

FE

F

R E

FU

G E

W A

LK

I

N O

N

LY

T

E M

W V

W V

W V

W V

W V

J H

J H

J H

W V

48" CMP

J H

,4

.4

,4

.5

+0.5676%

.3

450' VC

,5

.7

-0.5233%

400' VC

U.B.

U .B

U.

B.

Profile grade

Existing ground

N

S e e S h e e t

G .1

I n s ta ll i n c h c u lv e r t

Line 'A' to be constructed

78+32.62 Line 'A' =

10+00.00 Line 'APP1'

92+71.64 Line 'A' =

10+00.00 Line 'APP2'

Slope stake limits be constructed by others

Stream restoration to be constructed by others

Stream restoration to

S e e S h e e t

G .1

I n s ta ll i n c h c u lv e r t

Special ditch profile, LT

Remove and reset sign

NOTE:

Removal of fence, rail Removal of fence, rail

S e e S h e e t

H .1

I n s ta ll p ip e c u lv e r t

R e m o v e in c h p ip e c u lv e r t

Utility trench (type 1)

Utility trench (type 2) obliteration, method 2

Roadway reset mailbox

Remove and

72+24.73

Begin Realignment

End Overlay

CUYD

EXC.

CUYD

EMB.

95+0090+0085+0080+0075+0070+00

3470 3470

3480 3480

3490 3490

3500 3500

3510 3510

3520 3520

3530 3530

3540 3540

3550 3550

D.3

STATE PROJECT

NUMBER

SHEET

o v e m b e r

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a fc .d g

J o r g e n s

M a d

C h e c k e d b y

D e s ig n e d b y

2.

1.

See Sheet D.2 for Utility Trench Table.

Location of all reset signs and mailboxes to be approved by CO.

See sheet E.1 Line 'APP1'

See sheet E.1 Line 'APP2'

Clearing limits

Clearing limits

A C

N R C S -W

R P

PC

.7

P T

.3

P C

.6

P T

.2

P C

.4

D

T= 300.90'

L= 584.57'

R= 1,000.00'

Curve= PVALGNAC1001

Curve= PVALGNAC1002

R= 400.00'

T= 176.00'

L= 331.61'

D

10,042

2,806

RT Line 'A', see Sheet E.7

Path/Overlook 91+50, LT Line 'A', see Sheet E.8

Turnout 91+50, Utility trench (type 2)

RT Line 'A', see Sheet E.7

Turnout 91+50, method 2 obliteration, Roadway

,5

.0

-0.5233%

250' VC

,5

.0

+1.500 0% -0.5517%

250' VC

,5

.0

-3.0108%300' VC

,5

.0

+0.5571%

350' VC

U.B

U.B.

N

Profile grade

Existing ground

S e e S h e e t

G .1

I n s ta ll i n c h c u lv e r t

S e e S h e e t

G .1

I n s ta ll i n c h c u lv e r t

S e e S h e e t

G .1

I n s ta ll i n c h c u lv e r t

S e e S h e e t

G .1

I n s ta ll i n c h c u lv e r t

Line 'A' to be constructed

125+98.48 Line 'A' =

10+00.00 Line 'APP3'

Slope stake limits

Special ditch profile, LT

S e e S h e e t

G .1

I n s ta ll i n c h c u lv e r t

Utility trench (type 1)

(type 2) trench

Utility

(type 2) trench

Utility

11,330

7,150

CUYD

EXC.

CUYD

EMB.

125+00120+00115+00110+00105+00100+0095+00

3480 3480

3490 3490

3500 3500

3510 3510

3520 3520

3530 3530

3540 3540

3550 3550

3560 3560

D.4

STATE PROJECT

NUMBER

SHEET

o v e m b e r

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a fd .d g

J o r g e n s

M a d

C h e c k e d b y

D e s ig n e d b y

NOTE:

1.See Sheet D.2 for Utility Trench Table.

See sheet E.2

Line 'APP3'

Clearing limits

Clearing limits

AC

2" 1999 6992E

AC

NRCS-WRP1998

P T

.7

P C

.5

P C

C

.5

Curve= PVALGNAC1003

R= 1,000.00'

T= 390.87'

L= 745.22'

D

Curve= PVALGNAC1004

D

R= 925.00'

T= 237.52'

L= 465.00'

Curve= PVALGNAC1005

D

R= 5,500.00'

T= 883.54'

L= 1,752.11'

101170

100170

JH

JH

T

NATIO

NAL W

ILDLIF

E R

EFUGE

,5

.0

+0.5571%

+2.01 09%

500' VC

,5

.5

-0.5422%

300' VC

,5

.0

-3.0968%

350' VC

U.B.

U.B.

N

Curve= PVALGNAC1006

D

R= 1,500.00'

T= 114.72'

L= 228.99'

Curve= PVALGNBC2001

D

R= 900.00'

T= 376.94'

L= 713.92'

Curve= PVALGNAC1007

D

R= 700.00'

T= 330.14'

L= 616.97'

Profile grade

Existing ground

S e e S h e e t

G .1

I n s ta ll i n c h c u lv e r t

S e e S h e e t

G .1

I n s ta ll i n c h c u lv e r t

125+98.48 Line 'A' =

10+00.00 Line 'APP3'

Line 'A' to be constructed

Roadway Obliteration, Method 2

147+15.33 Line 'A' =

10+00.00 Line 'APP4'

500+82.51 Line 'B' =

14+85.34 Line 'APP4'

EL = 3,505.42

E = 645166.74

N = 1479929.25

500+00.00 Line 'B'

MT FLATHEAD 543(1)

BEGIN CONSTRUCTION

Slope stake limits be constructed by others

Stream restoration to

Utility trench (type 2)

Utility trench (type 1)

12,006

19,046

CUYD

EXC.

CUYD

EMB.

155+00150+00145+00140+00135+00130+00125+00

3490 3490

3500 3500

3510 3510

3520 3520

3530 3530

3540 3540

3550 3550

3560 3560

3570 3570

D.5

STATE PROJECT

NUMBER

SHEET

o v e m b e r

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a fe .d g

J o r g e n s

M a d

C h e c k e d b y

D e s ig n e d b y

NOTE:

1.See Sheet D.2 for Utility Trench Table.

See sheet E.2

Line 'APP3'

See sheet D.11

Line 'B'

Clearing limits

Clearing limits

AC

NRCS-W

RP199

AC

NRCS-W

RP199

AC

NRCS-W

RP199

P T

.6

P C

.1

P T

.0

P C

.0

P T

.0

P O

T

.0

P C

.0

P T

.0

See sheet E.3

Line 'APP4'

,5

.0

+0.8235%

450' VC

,5

.0

+0.8235% -2.9327%

250' VC

U .B

U.B . U.B.

N

D

Curve= PVALGNAC1008

R= 475.00'

T= 281.07'

L= 507.59'

D

Curve= PVALGNAC1009

R= 1,400.00'

T= 255.80'

L= 506.02'

R= 650.00'

T= 502.47'

L= 855.51'

D

Curve= PVALGNAC1010

Profile grade

Existing ground

S e e S h e e t

G .1

I n s ta ll i n c h c u lv e r t

S e e S h e e t

G .1

I n s ta ll i n c h c u lv e r t

S e e S h e e t

G .1

I n s ta ll i n c h c u lv e r t

Line 'A' to be constructed

184+71.13 Line 'A' =

10+00.00 Line 'APP5'

Slope stake limits

Special ditch profile, LT

Utility trench (type 1)

Utility trench (type 2) obliteration, method 2

Roadway

18.570

20,555

CUYD

EXC.

CUYD

EMB.

185+00180+00175+00170+00165+00160+00155+00

3480 3480

3490 3490

3500 3500

3510 3510

3520 3520

3530 3530

3540 3540

3550 3550

3560 3560

D.6

STATE PROJECT

NUMBER

SHEET

o v e m b e r

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a ff .d g

J o r g e n s

M a d

C h e c k e d b y

D e s ig n e d b y

NOTE:

1.See Sheet D.2 for Utility Trench Table.

See sheet E.4

Line 'App5'

A C

A C

N R S

C

W R P

N R S

C

W R P

Clearing limits

Clearing limits

P T

.0

P C

.2

0 P

T

.8

0 1

P C

.4

P T

.4

P C

.2

,5

.7

-2.9327%

+0.7007%

700' VC

,5

.9

-0.5066%

750' VC

,5

.5

+1.3514

%400' VC

+1.3514

U .B

U .B

U.B.

U .B

N

Curve= PVALGNAC1010

R= 650.00'

T= 502.47'

L= 855.51'

D

Profile grade

Existing ground

S e e S h e e t

G .1

I n s ta ll i n c h c u lv e r t

Line 'A' to be constructed

205+00.00 Line 'A' =

10+00.00 Line 'APP6'

S e e S h e e t

G .1

R e m o v a l o f i n c h p ip e c u lv e r t

S e e S h e e t

G .1

I n s ta ll p ip e c u lv e r t

Ditch excavation

Ditch excavation

Match existing stream channel

Match existing stream channel

Utility trench (type 1)

Utility trench (type 2) method 2 obliteration, Roadway

Temporary staging/stockpile area stake limits

Slope

(type 1)

Utility trench method 2 obliteration, Roadway

4,660 as directed by CO existing ground contours

Minor grading to match

Ditch Excavation information

See Sheet D.20 for method 2 obliteration, Roadway

CUYD

EXC.

CUYD

EMB.

205+00200+00195+00190+00185+00

3480 3480

3490 3490

3500 3500

3510 3510

3520 3520

3530 3530

3540 3540

3550 3550

3560 3560

D.7

STATE PROJECT

NUMBER

SHEET

o v e m b e r

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a fg .d g

J o r g e n s

M a d

C h e c k e d b y

D e s ig n e d b y

NOTE:

1.See Sheet D.2 for Utility Trench Table.

190+00

512' RT

197+00

512' RT

See sheet E.4

Line 'APP5'

See sheet E.5 - E.6

Line 'APP6'

Clearing limits

Clearing limits

PC 180+85.21

P T

.7

P C

.2

184+71.13 Line 'A' =

10+00.00 Line 'APP5'

Utility trench (type 2)

C 1 -4

-1

U .B

U.B.

N

Curve= PVALGNAC1011 D

R= 1,000.00' T= 578.91' L= 1,049.54'

Curve= PVALGNAC1012

R= 3,000.00'

T= 448.10'

L= 889.61'

D Curve= PVALGNAC1013 D

R= 700.00' T= 460.14'

L= 814.13'

Profile grade

Existing ground

Line 'A' to be constructed

205+00.00 Line 'A' =

10+00.00 Line 'APP6' be constructed by others

Stream restoration to

Special ditch profile, LT

Utility trench (type 2)

Utility trench (type 1) RT Line 'A', see Sheet E.9

Turnout 229+25, 31,549

Slope stake limits

CUYD

EXC.

CUYD

EMB.

235+00230+00225+00220+00215+00210+00205+00

3480 3480

3490 3490

3500 3500

3510 3510

3520 3520

3530 3530

3540 3540

3550 3550

3560 3560

D.8

STATE PROJECT

NUMBER

SHEET

o v e m b e r

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a fh .d g

J o r g e n s

M a d

C h e c k e d b y

D e s ig n e d b y

NOTE:

1.See Sheet D.2 for Utility Trench Table.

See sheet E.5 - E.6

Line 'APP6'

,5

.5

+1.3514 % -0.5412%

300' VC

,5

.0

-0.5412%

-1.6467%

300' VC

Clearing limits

Clearing limits

P C .2

P T

.8

P C

.1

5 P

T

.7

P C

.2

PT

5+ .42

,5

.6

-1.6467% +0.5022%

350' VC

,5

.2

-0.5053%

1,500' VC

,5

.5

+0.5000%350' VC

7,803

21,516

N

Curve= PVALGNAC1014

D

R= 1,000.00'

T= 411.64'

L= 781.01' Curve= PVALGNAC1015 D

R= 800.00'

T= 630.61'

L= 1,068.07'

Profile grade

Existing ground

S e e S h e e t

G .1

I n s ta ll i n c h c u lv e r t

S e e S h e e t

G .1

I n s ta ll i n c h c u lv e r t

Line 'A' to be constructed

Slope stake limits

Special ditch profile, LT

CUYD

EXC.

CUYD

EMB.

265+00260+00255+00250+00245+00240+00235+00

3470 3470

3480 3480

3490 3490

3500 3500

3510 3510

3520 3520

3530 3530

3540 3540

3550 3550

D.9

STATE PROJECT

NUMBER

SHEET

o v e m b e r

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a fi .d g

J o r g e n s

M a d

C h e c k e d b y

D e s ig n e d b y

Clearing limits

Clearing limits

PT

.4

PC

.1

P T

.1

P C

.7

PT 263+13.82

PC 2

63+

20.

D

Curve= PVALGNAC1016

R= 750.00' T= 379.94' L= 703.36'

,5

.5

+0.5000%

+1.714 7%

300' VC

,5

.4

N

Curve= PVALGNAC1017 D

R= 825.00'

T= 587.49'

Profile grade

Existing ground

Line 'A' to be constructed

Line 'B'

284+26.88 Line 'A' =

Slope stake limits

600+30.35 Line 'B'

EL = 3,536.45

E = 654784.34

N = 1478831.00

284+26.88 LINE 'A'

MT FLATHEAD 543(1)

END CONSTRUCTION

Special ditch profile, LT

19,245

4,994

L= 1,021.03'

Begin Overlay

End Realignment

CUYD

EXC.

CUYD

EMB.

285+00280+00275+00270+00265+00

3470 3470

3480 3480

3490 3490

3500 3500

3510 3510

3520 3520

3530 3530

3540 3540

3550 3550

D.10

STATE PROJECT

NUMBER

SHEET

o v e m b e r

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a fj .d g

J o r g e n s

M a d

C h e c k e d b e s ig n e d b y method 1

Roadway obliteration, 0 P

T

.9

P C

.8

PT 28

4+26.88

P C

.2

PT 60

0+14.13

PT 284+26.88

Clearing limits

Construction limits

Construction limits

Clearing limits

200 177

B

O X E S

REFUGE

OFFI

CE

ONE L

ANE B

RID

GE

ONE LANE B

RID

GE

T

JH

JH

JH

JH

N A

T

IO

N A

L W

IL

D

L

IF

E R

E F U

G E

C M

P 'X

C M

P

U .B

T

T

T

GPS

14106

C M

P 'X

'X ' C

P C

.3

P T

.8

U.B.

N

N

Curve= PVALGNBC2001 D

R= 900.00'

T= 376.94'

L= 713.92'

Curve= PVALGNBC2002 D

R= 850.00'

T= 285.31'

L= 550.52'

GPS

EL = 3,505.42

E = 645166.74

N = 1479929.25

500+00.00 Line 'B'

MT FLATHEAD 543(1)

BEGIN CONSTRUCTION

Line 'B' to be constructed

Line 'A'

147+15.33 Line 'A' =

10+00.00 Line 'APP4'

500+82.51 Line 'B' =

14+85.34 Line 'APP4'

Line 'APP4'

Line 'B' to be constructed

Removal of Gate

NOTE:

S e e S h e e t

G .1

I n s ta ll p ip e c u lv e r t

Utility trench (type 1) gate Install method 2

Roadway obliteration, Slope stake limits be constructed by others

Stream restoration to

1.

LINE 'B'

500+00 to 555+00

PLAN & PLAN

be constructed by others

Stream restoration to

See sheet E.6 for stockpile location

(Bridge salvage, Lost Trail NWR #61545-63008)

Removal of structure

14106

D.11

STATE PROJECT

NUMBER

SHEET

o v e m b e r

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a fk .d g

J o r g e n s

M a d

C h e c k e d b y

D e s ig n e d b y

534+50, LT Line 'B'

PLEASANT VALLEY ROAD - REMOVAL OF STRUCTURE

bridge deck

Remove and stockpile

2.

as directed by the CO.

Only clear trees in areas of Roadway Obliteration, Method 1

Final location of gate installation to be approved by CO.

Construction limits

Construction limits

Construction limits control product and turf establishment.

to 1:3 maximum and apply rolled erosion

Remove and stockpile bridge footings, lay back slope method 1

Roadway obliteration, Clearing limits

Clearing limits

Clearing limits

AC

AC

AC

NRSC-WRP1998

NRSC-WRP1998

NRCS-WRP1998

P C

.0

5 P

T

.0

P C

.2

P O T .0

P C .0

P T

.0

P C

.3

T

IO

N A

L W

IL

D

L

IF

E R

E F

U G

E

N A

T

IO

N A

L W

IL

D

L

IF

E R

E F

U G

E

C

M P

C

M P

N

Curve= PVALGNBC2003

D

R= 1,425.00'

T= 490.56'

L= 944.91'

Curve= PVALGNBC2004

D

R= 885.00'

T= 326.73'

L= 625.98'

Curve= PVALGNBC2005

R= 1,150.00'

T= 242.51'

L= 478.02'

N

Line 'A'

284+26.88 Line 'A' =

600+30.35 Line 'B'

Line 'B' to be constructed

Remove and reset sign

Remove and reset sign

NOTE:

1.

LINE 'B'

555+00 to 615+00

PLAN & PLAN

600+30.35

Begin Overlay

End Realignment

D.12

STATE PROJECT

NUMBER

SHEET

o v e m b e r

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a fl .d g

J o r g e n s

M a d

C h e c k e d b y

D e s ig n e d b y

2.

as directed by CO.

Only clear trees in areas of Roadway Obliteration, Method 1

Location of all reset signs to be approved by CO.

Construction limits

Construction limits

Construction limits

Construction limits

S e e S h e e t

G .1

R e m o v a l o f in c h p ip e c u lv e r t method 1

Roadway obliteration, Clearing limits

Clearing limits method 1

Roadway obliteration, AC

.25

IR

D

LT Line 'B', see Sheet E.10

Turnout 601+50, PC

.8

P T

.8

P C

.2

0 P

T

.1

P C

.5

P C

C

.5

P T .5

Slope stake limits

Line 'B' to be constructed

Line 'B' to be constructed

PARKI

NG

PARKI

NG

GPS

C M

P

C M

P

C M

P

N O P

A R

K

IN

G

N O P

A R

K I N

G

N O P

A R

K I N

G

N O P

A R

K I N

G

C M

P

P T

.7

P C

.8

P T

.7

P C

.9

P T

.0

P C

.4

P T

.0

P C

.6

Curve= PVALGNBC2006 D

R= 1,850.00'

T= 241.68'

L= 480.65'

Curve= PVALGNBC2007 D

R= 1,525.00'

T= 335.64'

L= 660.75'

N

N

Curve= PVALGNBC2008 D

R= 1,300.00' T= 280.69' L= 552.90'

Curve= PVALGNBC2009

D

R= 1,300.00'

T= 252.69'

L= 499.16'

Curve= PVALGNBC2010

D

R= 775.00'

T= 373.82'

L= 696.60'

Line 'B' to be constructed

Line 'B' to be constructed

Remove and reset sign

Remove and reset sign

Remove and reset sign

NOTE:

Location of all reset signs to be approved by CO.

RT Line 'B', see Sheet E.11

Turnout 626+00, RT Line 'B', see Sheet E.11

Turnout 629+00, RT Line 'B', see Sheet E.12

Turnout 673+00, 1.

LINE 'B'

615+00 to 675+00

PLAN & PLAN

GPS

14109

D.13

STATE PROJECT

NUMBER

SHEET

o v e m b e r

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a fm .d g

J o r g e n s

M a d

C h e c k e d b y

D e s ig n e d b y

AC

P C

C

.5

P T

.5

P C

.6

P T

.2

5 P

C

.9

P T

.7

Remove and reset sign

CMP IN

LET?

?IN

C M

P

P C

.6

P T

.0

5 6

P C

.2

P T .2

5Curve= PVALGNBC2011

D

R= 1,600.00'

T= 704.02'

L= 1,326.45'

Curve= PVALGNBC2012

D

R= 700.00'

T= 566.85'

L= 952.95'

Curve= PVALGNBC2013 D

R= 2,000.00' T= 105.98' L= 211.76'

NN

Curve= PVALGNBC2014 D

R= 2,900.00'

T= 588.26'

L= 1,160.77'

N

Line 'B' to be constructed

Line 'B' to be constructed

Remove and reset sign

LINE 'B'

675+00 to 735+00

PLAN & PLAN

NOTE:

1.Location of all reset signs to be approved by CO.

RT Line 'B', see Sheet E.12

Turnout 686+00, Remove and reset sign

D.14

STATE PROJECT

NUMBER

SHEET

o v e m b e r

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a fn .d g

J o r g e n s

M a d

C h e c k e d b y

D e s ig n e d b y

AC

IR

AC

3.5

COACHER73

2" 2 3-1

0 1

P C

.8

P T

.5

P C

.8

5/8" IR W/FHWA ALUM CAP

Curve= PVALGNBC2016

D

R= 5,000.00'

T= 86.16'

L= 172.31'

Curve= PVALGNBC2017

R= 750.00'

T= 398.40'

L= 732.45'

D

N

END PROJECT

757+00.00 Line 'B'

MT FLATHEAD 543(1)

EL = 3,753.72

E = 668882.47

N = 1476621.72

Line 'B' to be constructed

Remove and reset sign

Remove and reset sign

NOTE:

1.Location of all reset signs to be approved by CO.

LINE 'B'

735+00 to 757+00

PLAN & PLAN

Remove and reset sign

RT Line 'B', see Sheet E.13

Turnout 754+50, GPS

14111

D.15

STATE PROJECT

NUMBER

SHEET

o v e m b e r

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a fo .d g

J o r g e n s

M a d

C h e c k e d b y

D e s ig n e d b y

AC

2" 24-11 1999

P T

.5

P C

.4

0 P

T

.5

P C

.5

P T

.8

P C

.7

PT

.2 1 760

D

Curve= PVALGNBC2015

R= 5,000.00'

T= 153.62'

L= 307.13'

PROJECT COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION

14101 1478584.624 635318.527 3492.749 48°10'40.677040" N 114°58'14.582020" W 3441.8766 0.99943597 5/8" IR w/FHWA Alum cap

14102 1478537.752 636250.612 3488.995 48°10'40.857383" N 114°58'00.809165" W 3438.1357 0.99943617 5/8" IR w/FHWA Alum cap

14103 1479723.636 642066.886 3496.088 48°10'56.531998" N 114°56'36.380342" W 3445.3074 0.99943739 5/8" IR w/FHWA Alum cap

14104 1479923.690 642627.325 3496.941 48°10'58.886311" N 114°56'28.332186" W 3446.1704 0.99943758 5/8" IR w/FHWA Alum cap

14105 1479819.227 645862.761 3504.256 48°11'00.071908" N 114°55'40.578568" W 3453.514 0.99943735 5/8" IR w/FHWA Alum cap

14106 1480412.833 647296.957 3510.476 48°11'06.897868" N 114°55'20.063693" W 3459.7446 0.99943773 5/8" IR w/FHWA Alum cap

14107 1478940.385 653267.436 3511.257 48°10'56.464091" N 114°53'50.636249" W 3460.5715 0.99943665 5/8" IR w/FHWA Alum cap

14108 1478725.127 654532.336 3530.688 48°10'55.203468" N 114°53'31.789684" W 3480.0159 0.9994356 5/8" IR w/FHWA Alum cap

14109 1476307.417 661119.347 3631.990 48°10'35.853503" N 114°51'52.339684" W 3581.3565 0.99942884 5/8" IR w/FHWA Alum cap

14110 1476389.682 661892.511 3646.405 48°10'37.185937" N 114°51'41.037416" W 3595.7784 0.99942828 5/8" IR w/FHWA Alum cap

14111 1476412.242 668337.042 3743.512 48°10'41.748913" N 114°50'06.157476" W 3692.9217 0.9994241 5/8" IR w/FHWA Alum cap

14112 1476492.931 668763.057 3748.829 48°10'42.829839" N 114°49'59.964830" W 3698.2452 0.99942395 5/8" IR w/FHWA Alum cap

Note:

PROJECT : Pleasant Valley Road Relocation DATE OF FIELD WORK : September, 2014 DATE OF FINAL ADJUSTMENT : September, 2014

PROJECT UNITS : International foot COORDINATE SYSTEM : Montana SPCS NAD83 (2011)

EPOCH DATE : 2010.0000

VERTICAL DATUM : NAVD88 based on Geoid 12A

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.

STATE PROJECT

FLATHEAD 543(1) D.16MT

C

M yF ile s\

Pr oj ec ts

\M on ta na

\P le as an t_ V al le y\

G

PS

Pl ea sa nt Va lle y_ co nt ro ls he et

.x ls x] S he et 3-

Ju n-

:5

PM

A

D es ig ne r

D

C he ck er

D es ig ne d by

C he ck ed b y:

NUMBER

SURVEY CONTROL

TABLE

MONUMENT LOCATION

Boundary (see Survey Certificate 13686).

** Station to be actual intersection with existing NRCS

* Station to be actual intersection with Section Line.

D.17

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a fq .d g n

MT FLATHEAD 543(1)

O c to b e r

C h e c k e d b y

D e s ig n e d b

8" Ø Reinforcing steel, 30" long

8" Ø Reinforcing steel, 15" long

NO SCALE

MONUMENT DETAILS

Fit to end of bar by surveyor.

stamped

2" aluminum cap

MONUMENT

Fit to end of bar by surveyor.

stamped

2" aluminum cap

MONUMENT

.00+01 AT

S

.TL tf 0 m a x m a x

RIGHT-OF-WAY MONUMENTATION

TYPICAL SECTION

CAP DETAIL

NOTE:

Right-of-Way Witness Post:

5701 SL

P

LC

Variable widthVariable width

EARTH INSTALLATION

RIGHT-OF-WAY MONUMENT

SOLID ROCK INSTALLATION

RIGHT-OF-WAY MONUMENT

No witness posts or lath shall be set.

flush to existing ground

Set R/W monuments

PLS information into cap

Stamp station, offset and flush to existing ground

Set R/W monuments with grout

Drill hole and fill

-inch iron rod.8

a) one Right-of-Way stamped monument mounted on the following:

Each monument paid for under Section 621 will include

-inch from the point established.2 1than

Install markers so that the center of the cap is not more

Station and distances based on Right-of-Way centerline.

to the requirements of the state code.

Set monuments using a professional land surveyor according

3.

2.

1.

4.

D.18

STATE PROJECT

NUMBER

SHEET

U

S I n t2

D c m y fi le s p w p r o d u c ti o n d m t-a fr .d g n

MT FLATHEAD 543(1)

S e p te m b e r

C h e c k e d b y

D e s ig n e d b y

12" 12" timber lathe) post (1" X 2" untreated

Right-of-way witness m a x m a x timber lathe) post (1" X 2" untreated

Right-of-way witness

4'-0"

Drain knockout

B a s e

ClampClamp

Walls

4"

8" Wire typical of all sides

4" Poly-Loks 5" Wire

23"

12"

" Inserts (typ.)8

UTILITY BOX DETAIL

Closed or open lid

D.19

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a fs .d g n

MT FLATHEAD 543(1)

O c to b e r

C h e c k e d b y

D e s ig n e d b

LINE 'A'

AT STATION 203+50

DITCH EXCAVATION

Match existing stream channel

Match existing stream channel

P12

P13

R=20'

Ditch excavation

P10

P11

P14

P15

R=20'

R=20'

R=14'

P16

P17

P18

P19

P20

P21

P22

P23

P24

P25

R=18'

R=20'

R=33'

R=22'

R=22.5'

R=20'

Ditch excavation

Utility trench (type 2)

D.20

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a ft .d g n

MT FLATHEAD 543(1)

S e p te m b e r

C h e c k e d b y

D e s ig n e d b y

Line 'A'

Line 'APP6'

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE 3/2010

REVISED:

W619-61

1'-4" No. 2 electrically from 4' to 20' in 2' increments)

16' gate opening (Also available in widths

2" dia. galvanized or

" dia. x 10" bolt hooks8

NOTE:

NO SCALE

bars and weld solid

Miter all cross

U-Channel vertical members painted steel tube (typ.)

securely stapled to post welded twist link chain

GATE

Furnish an approved commerical product. Galvanize all metal parts.

Alternate gates may be used when approved by the CO.

an approved drop bar and fastener between the gates.

Where a single opening requires two gates, provide

3.

2.

1.

GATE DETAIL

NUMBER

SHEET

STATE

D.21

PROJECT

FLATHEAD 543 (1)

U.S. CUSTOMARY DETAIL

DETAIL

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

o v e m b e r

U m y fi le s p w p r o d u c ti o n d m t-a fu .d g n

T

E M

W V

W V

W V

W V

W V

C

M P

P C

.1

P T

.2

P O

T

.7

P O

T

.0

U .B

U .B

U .B

,4

.6

-4.0000% -0.4631%

,5

.1

,4

.1

P O

T

.0

P O

T

.3

U.B.

D

L= 60.03'

T= 30.16'

R= 250.00'

Curve= PVAPONEC1001 method 2

Roadway obliteration, 11+00 12+00

Profile grade

Existing ground

N

Slope stake limits

Profile grade

Existing ground

11+00 12+00 13+00 14+00

92+71.64 LINE 'A' =

10+00.00 LINE 'APP1'

78+32.62 LINE 'A' =

Line 'APP1' to be constructed Line 'APP2' to be constructed

10+00.00 LINE 'APP2'

Line 'A'

Line 'A'

CUYD

EXC.

CUYD

EMB.

10+00 10+00

3475 3510

3480 3515

3485 3520

3490 3525

3495 3530

3500 3535

3505 3540

3510 3545

3515 3550

R

' R

25' R see Sheet E.7

Path/Overlook 91+50, RT Line 'A', LINE 'APP1' LINE 'APP2'

Utility trench (type 1)

Utility trench (type 1)

Utility trench (type 2)

Utility trench (type 2)

E.1

STATE PROJECT

NUMBER

SHEET

o v e m b e r

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a g a .d g

J o r g e n s

M a d

C h e c k e d b y

D e s ig n e d b y

NOTE:

See Sheet D.2 for Utility Trench Table.1.

see Sheet E.7

Turnout 91+50, RT Line 'A', see Sheet E.8

Turnout 91+50, LT Line 'A', Clearing limits

Clearing limits

Clearing limits

Clearing limits

,5

.1

-1.0326% -1.5338%

,5

.1

,5

.3

-0.7257%

,5

.5

O

T

.3

P O

T

.0

R=25'

Clearing limits

11+00 12+00

N

125+98.48 LINE 'A' =

Slope stake limits

Existing ground

Profile grade

10+00.00 LINE 'APP3'

Line 'APP3' to be constructed

Line 'A'

' R

Utility trench (type 2)

Utility trench (type 1)

Utility trench (type 1)

CUYD

EXC.

CUYD

EMB.

10+00

E.2

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a g b .d g n

MT FLATHEAD 543(1)

o v e m b e r

J o r g e n s

M a d

C h e c k e d b y

D e s ig n e d b y

LINE 'APP3'

NOTE:

See Sheet D.2 for Utility Trench Table.1.

,5

.4

,5

.6

-2.8300%

+2.47 94%

100' VC

,5

.8

'X

C

1,524

2,763

N

500+82.51 LINE 'B' =

Line 'A'

Line 'B' method 2 obliteration, stake limits

Slope

Profile grade

Existing ground

Line 'APP4' to be construced

14+85.34 LINE 'APP4'

R

' R

P C

.4

P T

.7

P O

T

.7

P T

.9

P C

.1

P T

.4

P C

.5

Existing ground

Profile grade

CUYD

EXC.

CUYD

EMB.

22+5020+0017+5015+0012+5010+00

3505 3480

3510 3485

3515 3490

3520 3495

3525 3500

3530 3505

3535 3510

3540 3515

3545 3520

LINE 'APP4'

Utility trench (type 1)

Curve= PVAPFOURC1003

D

R= 300.00'

T= 65.64'

L= 129.25'

Curve= PVAPFOURC1002 D

R= 100.00'

T= 25.98'

L= 50.84'

L= 66.90'

D

T= 33.46'

R= 1,000.00'

Curve= PVAPFOURC1001

Install gate be constructed by others

Stream restoration to

E.3

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a g c .d g n

MT FLATHEAD 543(1)

o v e m b e r

J o r g e n s

M a d

C h e c k e d b y

D e s ig n e d b y

NOTE:

See Sheet D.2 for Utility Trench Table.1.

,5

.7

-1 .0

,5

.2

,4

.4

-1 .0

+4.2

3%

400' VC

,5

.6

+0.0351%

125' VC

,5

.7

+3.2

165' VC

,5

.6 reset sign

Remove and

Removal of gate reset sign

Remove and

Clearing limits

Clearing limits

147+15.33 LINE 'A' =

10+00.00 LINE 'APP4'

stake limits

Slope stake limits

Slope

,5

.3

-4.0000%

+3.0

,5

.8

,5

.9

.0

,5

.2

+0.6336%

190' VC

,5

.8

P T

.6

P C

.9

P O

T

.0

P O

T

.6

U .B

U .B

11+00 12+00 13+00 14+00 15+00 obliteration, method 2

184+71.13 LINE 'A' =

Line 'A'

Profile grade

Existing ground

N

Line 'APP5' to be constructed

10+00.00 LINE 'APP5'

CUYD

EXC.

CUYD

EMB.

10+00

3520 3520

3525 3525

3530 3530

3535 3535

3540 3540

3545 3545

3550 3550

3555 3555

3560 3560

R

50' R Curve= PVAPFIVEC1001

D

R= 450.00'

T= 148.39'

L= 286.67'

LINE 'APP5'

Utility trench (type 2)

Utility trench (type 1)

Utility trench (type 1)

E.4

STATE PROJECT

NUMBER

SHEET

o v e m b e r

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a g d .d g

J o r g e n s

M a d

C h e c k e d b y

D e s ig n e d b y

NOTE:

See Sheet D.2 for Utility Trench Table.1.

,5

.6

-4.0000%

-2.8032%

,5

.1

,5

.6

125' VC 1

,5

.0

-0.5087%

50' VC

,5

.7

-1.1538%

+0.5061%

100' VC

P O

T

.0

P C

.8

P T

.2

P C

.6

P T

.2

P C

.8

U.B.

12+00 13+00 14+00 16+00 17+00 18+00

N

205+00 LINE 'A' =

10+00 LINE 'APP 6'

11+00

Profile grade

Existing ground

S e e S h e e t

G .1

I n s ta ll i n c h c u lv e r t

Line 'APP6' to be constructed

CUYD

EXC.

CUYD

EMB.

15+00 10+00

3500 3500

3505 3505

3510 3510

3515 3515

3520 3520

3525 3525

3530 3530

3535 3535

3540 3540

' R

' R

Curve= PVAPSIXC1001 D

R= 500.00' T= 170.91' L= 329.36'

Curve= PVAPSIXC1002

D

R= 400.00'

T= 77.75'

L= 153.59'

Curve= PVAPSIXC1003

D

R= 400.00'

T= 68.73'

L= 136.14'

(Sheet 1 of 2)

LINE 'APP6'

Utility trench (type 2)

Utility trench (type 1)

2,841

Ditch excavation

Roadway obliteration, method 2

Ditch excavation

E.5

STATE PROJECT

NUMBER

SHEET

O c to b e r

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a g e .d g

J o r g e n s

M a d

C h e c k e d b y

D e s ig n e d b y

NOTE:

See Sheet D.2 for Utility Trench Table.1.

Roadway obliteration, method 2

,5

.0

-1.5544%75' VC

,5

.0

-0.6667%

50' VC

,5

.0

-2.0874%

50' VC

,5

.9

P C

.5

P T

.7

P T

.9

P O

T

.9

5U.B.

U.B.

20+00 21+00 22+00 24+00 25+00 26+00

N

19+00

Profile grade

Existing ground

S e e S h e e t

G .1

I n s ta ll i n c h c u lv e r t

Line 'APP6' to be constructed

CUYD

EXC.

CUYD

EMB.

23+00

18+00

3500 3500

3505 3505

3510 3510

3515 3515

3520 3520

3525 3525

3530 3530

3535 3535

3540 3540

' R

R

Curve= PVAPSIXC1004

D

R= 300.00'

T= 87.44'

L= 170.17'

(Sheet 2 of 2)

LINE 'APP6'

Utility trench (type 1)

3,899

Refuge Headquarters

E.6

STATE PROJECT

NUMBER

SHEET

o v e m b e r

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a g f.

d g

J o r g e n s

M a d

C h e c k e d b y

D e s ig n e d b y

NOTE:

See Sheet D.2 for Utility Trench Table.1.

Clearing limitsMONTANA KEY MAP

COLUMBIA

BRITISH

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

UNITED STATES

CANADA

GLACIER

NATIONAL

PARK

YELLOWSTONE

NATIONAL

PARK

CHARLES M. RUSSELL

NATIONAL

WILDLIFE RANGE

Lake

Flathead

Elwell

Lake

M

Lake

Fort Peck

I SOS U IR

KALISPELL

MISSOULA

Anaconda

HELENA

BUTTE

BOZEMAN

Livingston

BILLINGS

City

Miles

Glendive

Point

Wolf Glasgow

HAVRE

Shelby

FALLS

GREAT

Lewistown

Dillon

E N

O T

S

WOLLEY

R E

VIR

90 15

2 2

MONTANA

REVIR

Project Location

Stockpile location: 44° 39' 2.1" N 111° 38' 56" W

Removal of Structure (Lost Trail NWR #61545-63008)

NOTE:

See Sheet C.3 for turnout Typical Section.1.

TURNOUT DETAILS

2.Final fixture location to be approved by CO.

E.7

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a g g .d g n

MT FLATHEAD 543(1)

o v e m b e r

J o r g e n s

M a d

C h e c k e d b y

D e s ig n e d b y

Line 'A'

P10

10' R

10' R P11

P12

P13

P14

P15

P16

P17

80' R

P18

P19

40' R

P20

P22

P25

P21

P23

P24

Path/Overlook - See Typical Sheet C.2

(4' x 3' Interpretive Panel Foundation)

Fixture, Wayside Exhibit

(5' x 3' Interpretive Panel Foundation)

Fixture, Wayside Exhibit

(4' x 3' Interpretive Panel Foundation)

Fixture, Wayside Exhibit

(Log, Government Furnished)

Fixture, Bench

(Log, Government Furnished)

Fixture, Bench

5'

Clearing limits

'50'

See Sheet C.3 for turnout Typical Section.

TURNOUT DETAILS

1.

E.8

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a g h .d g n

MT FLATHEAD 543(1)

O c to b e r

J o r g e n s

M a d

C h e c k e d b y

D e s ig n e d b y

P10

Line 'A'

P11 P12

60' R

40' R

P13

P14

P15

60' R

P16 40' R

Clearing limits

N

1 9

TURNOUT DETAILS

NOTE:

See Sheet C.3 for turnout Typical Section.1.

2.Final fixture location to be approved by CO.

E.9

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a g i.

d g n

MT FLATHEAD 543(1)

O c to b e r

J o r g e n s

M a d

C h e c k e d b y

D e s ig n e d b y

Government Furnished)

Fixture, Bench (Log, 60' R

P11 P10

P12

P13

40' R

40' R

P14

60' R

P15

TURNOUT DETAILS

1.

Line 'B'

P10

10' R

10' R P11

P12 P13

P14

P15

E.10

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a g j.

d g n

MT FLATHEAD 543(1)

O c to b e r

J o r g e n s

M a d

C h e c k e d b y

D e s ig n e d b y

TURNOUT DETAILS

1.

Line 'B'

P10

P11

P12

60' R

40' R 40' R

P13 P14

P15

60' R

Line 'B'

P15

60' R

60' R P14P13

40' R40' R

P12 P11

P10

E.11

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a g k .d g n

MT FLATHEAD 543(1)

O c to b e r

J o r g e n s

M a d

C h e c k e d b y

D e s ig n e d b y

TURNOUT DETAILS

NOTE:

See Sheet C.3 for turnout Typical Section.1.

2.Final fixture location to be approved by CO.

E.12

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a g l.

d g n

MT FLATHEAD 543(1)

O c to b e r

J o r g e n s

M a d

C h e c k e d b y

D e s ig n e d b y

Line 'B'

P10

60' R

P11

P12 P13

P14

60' R

P15

40' R 40' R

P10

60' R

P11

P12

40' R

40' R

Line 'B'

P14

60' R P15

P13

(4' x 3' Interpretive Panel Foundation)

Fixture, Wayside Exhibit

(5' x 3' Interpretive Panel Foundation)

Fixture, Wayside Exhibit

(4' x 3' Interpretive Panel Foundation)

Fixture, Wayside Exhibit

TURNOUT DETAILS

1.

Line 'B'

P10

10' R

P11

P12

P13

P14

10' R

P15

E.13

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a g m .d g n

MT FLATHEAD 543(1)

O c to b e r

J o r g e n s

M a d

C h e c k e d b y

D e s ig n e d b y

EROSION CONTROL

TABULATION OF

F.1

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a d a .d g n

MT FLATHEAD 543(1)

S e p te m b e r

J o r g e n s

M a d

C h e c k e d b y

D e s ig n e d b

ATTENTION

L O

S T T

R A I L

N A

T I O

N A

L W

I L

D L I F E R

E F

U G

E

R E F

U G

E O

F F I C

E

S P

E E

D L I

M I T

M

P H

3485 3485

34903490

3490349034903490

349034903490

34903490

3490 3490

3490 3490 3490

3490 3490 3490 3490 3490 3490 3490 3490

3485 3485

34903490

3490 3490 3490 3490 3490

34903490

34903490

LINE 'A'

45+60 to 72+24.73

EROSION CONTROL

F.2

STATE PROJECT

NUMBER

SHEET

o v e m b e r

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a d b .d g

C h e c k e d b y

D e s ig n e d b y

SCALE IN FEET

100 0 100 200

LEGEND:

BEGIN PROJECT

EL = 3,490.55

E = 636634.40

N = 1478476.90

45+60.00 Line 'A'

MT FLATHEAD 543(1)

N

N

Line 'A'

Line 'A'

Toe of Fill

Top of Cut

Slope Stake Limits

Direction of River/Stream Flow

Surface Flow Direction

Fiber Roll

Ditch Excavation

Ditch Excavation

3505 3

35153515

3530 3530

03490

LINE A

70+00 TO 95+00

EROSION CONTROL

F.3

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a d c .d g n

MT FLATHEAD 543(1)

o v e m b e r

C h e c k e d b y

D e s ig n e d b y

Slope stake limits

Slope stake limits

Line 'APP2'

Line 'A'

Line 'APP1'

N

BEGIN CONSTRUCTION

72+00.00 LINE 'A'

10+00.00 Line 'APP1'

78+32.62 Line 'A' =

92+71.64 Line 'A' =

10+00.00 Line 'APP2'

SCALE IN FEET

50 0 50 100

35303530

35303530

3535 35

3515 3

35203520

F.4

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d m t-a d d…