FINAL_MT_PARK_NF486(1)_Sign-Off_Plans.pdf

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

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

A.2

BH

CP GPS

JH

TP

DI

36 31

6 1

36 31

6 1

SEC.

SEC.

EL. 1234.56

N

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

N

Fiber Roll or Wattle

STATE PROJECT

NUMBER

MT PARK NF486(1)

J a n

A

M m t-a a c .d g n

U

S C

D e s ig n e d b y J

B r a s h e r

C h e c k e d b y K

L a n g

YELLOWSTONE RIVERYELLOWSTONE RIVERYELLOWSTONE RIVER

River

YELLOWSTONE RIVERYELLOWSTONE RIVER

Scale in miles

1 .5 0 2 31

T5S R9E T5S R10E T5S R8E

T5S R7E

T6S R7E T6S R8E

T4S R7E

T4S R8E

T4S R9E T4S R10E

LOST CREEK POND

DAILEY LAKE

Y E L L O

W S T

O N

E R

IV

E R

Mill Creek Ditch

Mill Creek

E a s t

R iv e r

R o a d

Creek

Mill

Sawhill Road

Pray Road m il e s t o L iv in g s to n

M T parking lot

Trailhead

Snowbank m il e s t o G a rd in e r, M

T

CUSTER GALLATIN NATIONAL FOREST

MT PARK NF 486(1)

PRESERVATION PROJECT

MILL CREEK ROAD SURFACE

BEGIN PROJECT

MT PARK NF 486(1)

PRESERVATION PROJECT

MILL CREEK ROAD SURFACE

END PROJECT

water source. See Subsection 105.02(d).

1. The Mill Creek Ditch is an optional

Note:

711+50

100+00

VICINITY MAP

A.3

STATE PROJECT

NUMBER

SHEET

U

S S u r ft

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

MT PARK NF486(1)

A

M

M a r c h

K

L a n g

J

B r a s h e r

C h e c k e d b y

D e s ig n e d b y

C h ic o C e m e te r y

R oad

Pierce Pit

Sheet and Description

Section C Section D Section E Section F

Typical Section Plan and Plan Temporary Traffic Control

Permanent Traffic Control ALLOWANCE Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0060 15401-0000 CONTRACTOR TESTING LPSM ALL

A0080 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0100 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 200 200

A0120 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 250 250

A0140 15801-0000 WATERING FOR DUST CONTROL MGAL 598 2 600

A0160 20301-0700 REMOVAL OF DELINEATOR EACH 54 6 60

A0180 20301-2400 REMOVAL OF SIGN EACH 36 36

A0200 20402-0000 SUBEXCAVATION CUYD 2,074 226 2,300

A0220 30112-0000 AGGREGATE SURFACE COURSE (government provided Contract Quantity material) CUYD 7,136 7,136

A0240 30201-1000 ROADWAY AGGREGATE, METHOD 1 CUYD 107 13 120

A0260 30302-1000 DITCH RECONDITIONING LNFT 450 50 500

A0280 31213-0000 MAGNESIUM CHLORIDE TON 228 12 240

A0300 40301-0200 ASPHALT CONCRETE PAVEMENT, TYPE 2 TON 45 5 50

A0320 40702-0300 CHIP SEAL, TYPE 1C SQYD 101,190 5,810 107,000

A0340 40711-0000 EMULSIFIED ASPHALT TON 181 9 190

A0360 40712-0000 BLOTTER TON 10 10

A0380 41402-2000 CRACKS, CLEANING AND SEALING MILE 5.7 5.7

A0400 41801-2000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2 SQYD 3,363 172 3,535

A0420 56901-0000 CONCRETE OVERLAY (THIN BONDED EPOXY) SQYD 971 971

A0440 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 40 40

A0460 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED

CAPACITY BUCKET, 18-INCH WIDTH HOUR 20 20

A0480 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 40 40

A0500 62301-0000 GENERAL LABOR HOUR 40 40

A0520 63301-0000 SIGN SYSTEM EACH 29 29

A0540 63308-3000 OBJECT MARKER, TYPE 3 EACH 16 16

A0560 63309-0000 DELINEATOR EACH 117 8 125

A0580 63315-0000 RUMBLE STRIP SQYD 91 9 100

A0600 63316-1000 REMOVE AND RESET SIGN EACH 4 4

A0620 63401-1500 PAVEMENT MARKINGS, TYPE H, SOLID (WHITE) LNFT 61,731 269 62,000

A0640 63401-1500 PAVEMENT MARKINGS, TYPE H, SOLID (YELLOW) LNFT 18,467 533 19,000

A0660 63401-1600 PAVEMENT MARKINGS, TYPE H, BROKEN LNFT 25,001 499 25,500

A0680 63405-3100 PAVEMENT MARKINGS, TYPE H, "STOP" WORD MESSAGE EACH 3 3

A0700 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE EACH 220 220

1- S ep

-2

:3

PM

c:

\m yf ile s\ pw _p ro du ct io n\ d0

FI

N

A L_ m t-a2 ba _E st im at e-

PS

E.

xl sx

]S he et

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.1PARK NF486(1)MT

NUMBER

Sheet and Description

Section C Section D Section E Section F

Typical Section Plan and Plan Temporary Traffic Control

Permanent Traffic Control ALLOWANCE Bid Schedule

A0720 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 797 23 820

A0740 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 100 100

A0760 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL

SUPERVISOR DAY 30 30

A0780 63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER FXHR 700 700

Estimated Quantities

Remarks and/or Determination of Estimated Quantity

9- M ay -2

3:

P M c:

\m yf ile s\ pw

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

_E st im at e-

PS

E.

xl sx ]S he et

2)

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.2PARK NF486(1)MT

SURFACING QUANTITIES

TABULATION OF

C.1

STATE PROJECT

NUMBER

SHEET

U

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

MT PARK NF486(1)

J u n e

L a

B r a s h

C h e c k e d b y

D e s ig n e d b

SURFACING QUANTITIES

C.2

STATE PROJECT

NUMBER

SHEET

U

S C u s to m a 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

MT PARK NF486(1)

J u n e

L a

B r a s h

C h e c k e d b y

D e s ig n e d b

Varies

CHIP SEAL

TYPICAL SECTION

NOTE:

TYPICAL SECTION

GRAVEL ROAD

Traveled Way Traveled Way

(gravel roadway)

Existing Approach Road

Traveled Way

L im it s

C o n s tr u c ti o n

Traveled Way

Varies

3% �1% 3% �1%

1:4

Varies

Match Existing Match Existing

12' Existing 12' Existing

Ground

Existing

Var ies

Length

2' Paved

S h o u ld e r

E x is ti n g

6" min.

FOOTNOTES:

Ground

Existing

L im it s

C o n s tr u c ti o n

Existing shoulder

3' (Varies)Existing shoulder

3' (Varies)

CL

Chip seal, Type 1C

Existing asphalt surface

CL

[1]

[3]

[2]

M a tc h E x is ti n g

P u ll o u t

L im it s o r a s d ir e c te d b y C

O

See C.2

9' - 12' 9' - 12'

410+25 TO 711+50

Roadway reconditioning

100+00 TO 410+25

Magnesium Chloride

L im it s

C o n s tr u c ti o n

Emulsified Asphalt

4" compacted depth

Pavement, Type 2

Asphalt Concrete

[2]

Magnesium Chloride

Varies

Existing Ground

See Subsection 107.02.

company if the line needs to be relocated.

Coordinate with the CO and the utility rumble strips prior to chip seal.

4. Patch surface, seal fill cracks, and grind

Subsection 152.05 (m).

3. Measure existing roadway widths as per treatment operations.

and concrete barriers during all surface

2. Protect bridge, concrete curb & gutter, of asphalt surface treatment.

1. Refer to C.1 for width and extent

See C.1 for location

See C.2 for location

NO SCALE

S h o u ld e r

E x is ti n g

4" compacted depth

Roadway aggregate, method 1

PAVED APRON AT APPROACH ROAD

See C.1

15-30'

MAGNESIUM CHLORIDE

GRAVEL PULLOUT WITH

See C.1 for location

GRAVEL PULLOUT

Existing groundE x is ti n g

M a tc h

E x is ti n g

M a tc h L im it s

C o n s tr u c ti o n

Match existing road width as approved by CO.[4] the hillside and below the road, approximately 18" deep.

for locations. An existing telephone line is buried on while achieving lane width minimums. See plans limits of the road. Size ditch to provide drainage

Ditch reconditioning within the existing disturbed[3]

See Sheet C.5.

by CO. Taper at a rate of 25:1 between widths.

Adjust to match existing road width as approved[2]

6% superelevation.

existing roadway superelevation. Do not exceed

Superelevate roadway on curves to match the[1]

[4] C.3

STATE PROJECT

NUMBER

SHEET

B .B a s e .U

S c m y fi le s p w p r o d u c ti o n d

W o r k d d .c e l

MT PARK NF486(1)

M a y

L a

B r a s h

C h e c k e d b y

D e s ig n e d b y

TYPICAL SECTIONS

3" compacted depth

(government provided material), Aggregate surface course

3" compacted depth

(government provided material), Aggregate surface course

TYPICAL SECTIONS

C.4

FOOTNOTES:

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

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

Existing curb & railExisting curb & rail

[1]

CL

in accordance with Section 569.

Prepare deck for proper adhesion and performance[1]

NO SCALE

125+90 to 129+60

YELLOWSTONE RIVER BRIDGE

TYPICAL SECTION Concrete overlay (thin bonded epoxy) expansion joint, approximately 364 feet long.

Pay limits of bridge deck from expansion joint to [2]

Bridge Deck

Limits of concrete overlay (thin bonded epoxy), 24'

[2]

STATE PROJECT

NUMBER

J a n

A

M m t-a c d .d g n

D e fa u lt

D e s ig n e d b y J

B r a s h e r

C h e c k e d b y K

L a n g

C.5

STATE PROJECT

NUMBER

SHEET

B .B a s e .U

S c m y fi le s p w p r o d u c ti o n d

W o r k d d .c e l

MT PARK NF486(1)

M a y

L a

B r a s h

C h e c k e d b y

D e s ig n e d b y

TYPICAL DETAILS

Existing road

Profile grade paved roadway

Existing

Width

Existing

Variable

Width

Existing

Variable

PROFILE

PLAN

25:1 Taper

25:1 Taper surfacing section

Match mainline

Profile grade surfacing section

Match mainline

PROFILE

FOOTNOTE:

[1]

GRAVEL ROADWAY

TYPICAL TAPER

50' min.

50' min.

Existing Road

711+50

NONPAVED ROADWAYS

AT THE END OF CONNECTION WITH

TYPICAL TREATMENT OF GRAVEL SECTIONS

excavation and disposal of gravel surfacing.

existing grade to the depth shown. Do not measure intersecting roadway. Taper profile grade from

Excavate existing gravel surfacing from the edge of[1]

NO SCALE

410+25

PAVED ROADWAY

TYPICAL TREATMENT AT EXISTING

Magnesium Chloride

3" compacted depth

(government provided material), Aggregate surface course

(government provided material)

Aggregate surface course

" to 1"4

NO SCALE

1" and greater

CRACK SEALING AND FILLING

ASPHALT PAVEMENT

CRACK SEALING

CRACK FILLING

flush with the existing surface

Ensure all remaining overband isStrike off material to flush

414.06(a) and 712.01(a)(1) crack sealant. See Subsections

Seal crack with hot applied and 403.

existing surface. See Subsections 414.06(b)

Fill crack with asphalt concrete mix flush with adhesion to existing surface.

4. Force crack repair material into cracks to ensure the CO.

3. Seal and fill cracks at locations designated by by routing or other methods approved by the CO.

2. Remove existing sealant from cracks to be filled cracks.

recommendations for sealing and filling to Section 414. Follow manufacturer's

1. Prepare cracks for sealing and filling according

C.6

Cracks, cleaning and sealing Cracks, cleaning and filling

STATE PROJECT

NUMBER

J a n

A

M m t-a c f.

d g n

C r a c k S e a li n g

D e s ig n e d b y J

B r a s h e r

C h e c k e d b y K

L a n g

1.

2.

3.

Pay Limits to a depth of 4" base and subgrade material

Remove damaged pavement, V a r ie s pavement

Existing base course

Existing

Fog seal

NO SCALE

C.7

Fog seal surface according to Section 406.06

PAVEMENT PATCHING

ASPHALT CONCRETE

4.

included in the pay item. See Section 418.

All items shown within the pay limits are

ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2

Tack coat conditions encountered at time of construction.

of patch to be determined by the CO based on

Patch size and locations are approximate. Extent the perimeter of the patch.

according to Subsection 412.04. Tack coat around

Clean existing surface prior to applying tack coat

TYPICAL SECTION

4" compacted depth

Asphalt concrete pavement, Type 2

STATE PROJECT

NUMBER

J a n

A

M m t-a c g .d g n

F le x P a v e m e n t

F u ll D e p th P a tc h

D e s ig n e d b y J

B r a s h e r

C h e c k e d b y K

L a n g

C.8

RUMBLE STRIPS

Stop

Line

100' 100' 200'

A A

B

BShoulder

TYPICAL RUMBLE STRIP CLUSTER

4" 8" 4" 8" 4"

12" Centers

SECTION A-A

SECTION B-B

Travel Lane Shoulder

C L

NOTE:

STOP SIGN APPROACH RUMBLE STRIPS

Mill Creek Road

E a s t

R iv e r R o a d

M

T H

W Y

(BOTH SIDES OF MT HWY 540)

1"

1" Groove (Typ.)

Travel

Lane

Pay Limits

11'-4"

With

12 Grooves by the CO.

grooves by sawing, grinding, or other method as approved asphalt concrete pavement prior to surface treatment. Cut

1. Cut permanent travel lane rumble strips in existing or new

W3-1

NO SCALE

100'100'200'

Mill Creek Road

W3-1

STATE PROJECT

NUMBER

A T

E

P

A T

H

D e s ig n e d b y J

B r a s h e r

C h e c k e d b y K

L a n g

C.9

Varies (2 ft max.)

SUBEXCAVATION

See typical sections for structural section

Finished grade

TYPICAL SECTION

SUBEXCAVATION

Class 1, Type C (non-woven)

Separation-stabilization geotextile, the CO.

not construct slopes steeper than 1:2 unless approved by slope adjustments to match the subgrade hinge point. Do

At daylight locations, match the existing fill slope or make roadway cross slope when steeper than 2%.

toward the daylight for drainage, or match the existing subgrade hinge point. Slope the excavation bottom 2%

Daylight to drain when the excavation is within 4 ft of the

Do not place backfill material within the structural section.

Minimum subexcavation dimensions are 6 ft wide x 6 ft long.

4.

3.

2.

1.

Select Borrow

STATE PROJECT

NUMBER

A T

E

P

A T

H

D e s ig n e d b y J

B r a s h e r

C h e c k e d b y K

L a n g

D.1

ROADWAY QUANTITIES

TABULATION OF

STATE PROJECT

NUMBER

J a n

A

M m t-a d a .d g n

U

S C u s to m a r y

D e s ig n e d b y J

B r a s h e r

C h e c k e d b y K

L a n g

200'100'0

Scale in Feet

D.2

U S

S H

E L T E

R B

E L T R

O A

D

M2-1JCT

MILE

disturb

Do not

Remove

W3-1

SPEED

LIMIT

SPEED

CHECKED

BY

RADAR

MDT R2-11

SHELTER BELT RD.

disturb

Do not

NOTE:

determined from field measurements.

the approximate location of the feature. Final quantities will be

Some features in the drawing are not drawn to scale and identify fit field conditions.

features are not based on precise survey data. Adjust as necessary to

The horizontal alignment and the location of the existing and proposed

2.

1.

"STOP" word message

Solid white, Stop Line and

Pavement Markings, Type H, Solid white, 4" width (Typ.)

Pavement Markings, Type H, 4" width

Double solid yellow, Pavement Markings, Type H, Solid white, 4" width (Typ.)

Pavement Markings, Type H, Remove

M1-4

STOP

JCT

M1-4

M2-1

M6-4

M1-4

BEGIN PROJECT

MT PARK NF486(1)

treatment

Chip Seal, Type 1C

100+00 Begin

Do not disturb

Existing culvert

Do not disturb

Existing paved driveway

Do not disturb

Existing culvert

Do not disturb

Existing paved driveway

Do not disturb

Existing culvert Do not disturb

Existing culvert

Do not disturb

Existing paved driveway

Patch, Type 2 (lane width)

Asphalt Concrete Pavement

111+50 to 112+00, RT

Do not disturb

Existing culvert

Patch, Type 2 (full width)

Asphalt Concrete Pavement

114+00 to 115+00

Do not disturb

Existing paved driveway

R1-1 W3-1

R2-1

C Mill Creek RoadLE 1674404.54

N 431200.06

100+00

C Mill Creek RoadL

PLAN AND PLAN SHEET

MILL CREEK ROAD

103 104

55' ROW from edge line

Approximate MDT

RA

RA 8

Type 2, (Paved apron)

Asphalt Concrete Pavement, 110+80 to 111+30, RT

4" width (Typ.)

Double solid yellow, Pavement Markings, Type H, STO

P

STATE PROJECT

NUMBER

J a n

A

M m t-a d b .d g n

U

S S u r ft

D

D e s ig n e d b y J

B r a s h e r

C h e c k e d b y K

L a n g

D.3

Y E

L L

O W

S T

O N

E R I V

E R

Remove

SCHOOL

AHEAD

BUS STOP

M6-4

M4-5

M1-4

M6-3

Remove

W3-1

STOP

R2-1

OM-3R

OM-3L

OM-3R

OM-3L

Pray

Chico

NATIONAL FOREST ACCESS

NAT'L FOREST BOUNDARY 4

SNOW BANK CG 10

SPEED

LIMIT

Forest

Do not disturb

Do not disturb

STOP

NOTE:

determined from field measurements.

the approximate location of the feature. Final quantities will be

Some features in the drawing are not drawn to scale and identify fit field conditions.

features are not based on precise survey data. Adjust as necessary to

The horizontal alignment and the location of the existing and proposed

2.

1.

Solid white, 4" width (Typ.)

Pavement Markings, Type H, Solid white, 4" width (Typ.)

Pavement Markings, Type H, "STOP" word message

Solid white, Stop Line and

Pavement Markings, Type H, Remove Remove

Remove

Remove

C Mill Creek RoadL

C Mill Creek Road L

D1-2D

STOP

TO

M6-4

M4-5

M1-4

M6-3

TO

M6-4

JCT

M2-1

JCT

M1-5

Do not disturb

Existing culvert

Patch, Type 2 (full width)

Asphalt Concrete Pavement

125+50 to 126+00

Patch, Type 2 (full width)

Asphalt Concrete Pavement

129+50 to 130+00 to flowline (approx. 10') edge of existing pavement

Gravel pullout from

Roadway aggregate, Method 2

130+00 to 132+00, RT

Do not disturb driveway

Existing paved

Gravel pullout

Roadway aggregate, Method 1

139+30 to 140+50, LT

30'30'

MDT ROW

Approximate

Do not disturb driveway paved

Existing

Patch, Type 2 (full width)

Asphalt Concrete Pavement

140+00 to 140+25

Do not disturb

Existing culvert

Do not disturb

Existing culvert

Rumble Strip

144+00, LT

E A S

T R

IV

E R R

O A

D

M O

N T

A N

A H

IG

H W

A Y

RA

PLAN AND PLAN SHEET

MILL CREEK ROAD

122 123

Remove

W3-1

Rumble Strip

137+35, RT

W3-1

R1-1

S3-1 treatment

Seal, Type 1C

Resume Chip

129+60 treatment

Seal, Type 1C

Suspend Chip

125+90

R1-1

Gravel pullout

Method 1

Roadway aggregate, 140+90 to 142+00, LT

Type 1C treatment

Resume Chip Seal, 141+03

W3-1

Rumble Strip

143+00, LT

Rumble Strip

145+00, LT

Type 1C treatment

Suspend Chip Seal, 140+35 yellow, 4" width

Type H, Double solid

Pavement Markings, Rumble Strip

136+35, RT

Rumble Strip

138+35, RT

M2-10 MT

M1-10 MT

540 540

M1-10 MT

M1-10 MT

M1-10 MT

(thin bonded epoxy)

Concrete overlay

125+90 to 129+60

Double solid yellow, 4" width (Typ.)

Pavement Markings, Type H

Broken yellow, 4" width (Typ.)

Pavement Markings, Type H, 4" width (Typ.)

Double solid yellow, Pavement Markings, Type H,Type 2 (paved apron)

Asphalt Concrete Pavement, 125+20 to 125+55, LT

Type 2 (paved apron)

Pavement, Asphalt Concrete

141+70 to 142+00

STATE PROJECT

NUMBER

J a n

A

M m t-a d c .d g n

U

S S u r ft

D

D e s ig n e d b y J

B r a s h e r

C h e c k e d b y K

L a n g

STO

P

STOP

D.4

JCT M2-1

STOP

Do not disturb

R1-1

NOTE:

2.

1.

Solid white, 4" width (Typ.)

Pavement Markings, Type H, Solid white, 4" width (Typ.)

Pavement Markings, Type H, Remove

C Mill Creek RoadL

C Mill Creek RoadL determined from field measurements.

the approximate location of the feature. Final quantities will be

Some features in the drawing are not drawn to scale and identify

Adjust as necessary to fit field conditions.

proposed features are not based on precise survey data.

The horizontal alignment and the location of the existing and

Do not disturb

Existing culvert

Do not disturb

Existing culvert

Do not disturb

Existing mailbox

MILE

Do not disturb

M

AJESTIC RID

G

E TRAIL RO

AD

Patch, Type 2 (full width)

Asphalt Concrete Pavement

165+50 to 166+00

Do not disturb

Existing culvert

PLAN AND PLAN SHEET

MILL CREEK ROAD

M1-10 MT

RA

Broken yellow, 4" width (Typ.)

Pavement Markings, Type H, Broken yellow, 4" width (Typ.)

Pavement Markings, Type H, Type 2 (paved apron)

Asphalt Concrete Pavement, 155+00 to 155+50, RT

Type 2 (paved apron)

Asphalt Concrete Pavement, 169+65 to 170+30, LT

STATE PROJECT

NUMBER

J a n

A

M m t-a d d .d g n

U

S S u r ft

D

D e s ig n e d b y J

B r a s h e r

C h e c k e d b y K

L a n g

D.5

S A

W H I L L R

O A

D

STOP

Do not disturb

R1-1

STOP

Do not disturb

R1-1

NOTE:

2.

1.

Solid white, 4" width (Typ.)

Pavement Markings, Type H, Solid white, 4" width (Typ.)

Pavement Markings, Type H, C Mill Creek RoadL

C Mill Creek RoadL

Do not disturb

Existing Culvert

MAJESTIC VIEW TRAIL ROAD

Do not disturb

Existing mailbox

Patch, Type 2 (full width)

Asphalt Concrete Pavement

199+75 to 200+25

Do not disturb

Existing mailbox

Do not disturb

Existing paved driveway determined from field measurements.

the approximate location of the feature. Final quantities will be

Some features in the drawing are not drawn to scale and identify

Adjust as necessary to fit field conditions.

proposed features are not based on precise survey data.

The horizontal alignment and the location of the existing and

Do not disturb

Existing paved driveway

RA 182

RA

RA

PLAN AND PLAN SHEET

MILL CREEK ROAD

Broken yellow, 4" width (Typ.)

Pavement Markings, Type H, Broken yellow, 4" width (Typ.)

Pavement Markings, Type H, Type 2 (paved apron)

Asphalt Concrete Pavement, 190+40 to 190+70, LT

Type 2 (paved apron)

Asphalt Concrete Pavement, 192+85 to 193+15, LT

STATE PROJECT

NUMBER

J a n

A

M m t-a d e .d g n

U

S S u r ft

D

D e s ig n e d b y J

B r a s h e r

C h e c k e d b y K

L a n g

D.6

MILE

NOTE:

2.

1.

Solid white, 4" width (Typ.)

Pavement Markings, Type H, Solid white, 4" width (Typ.)

Pavement Markings, Type H, C Mill Creek RoadL

C Mill Creek RoadL

Do not disturb

Do not disturb

Existing paved driveway

Patch, Type 2 (lane width)

Asphalt Concrete Pavement

223+50 to 229+50, LT

Do not disturb

Existing culvert

Do not disturb

Existing paved driveway

Do not disturb

Existing mailbox determined from field measurements.

the approximate location of the feature. Final quantities will be

Some features in the drawing are not drawn to scale and identify

Adjust as necessary to fit field conditions.

proposed features are not based on precise survey data.

The horizontal alignment and the location of the existing and

PLAN AND PLAN SHEET

MILL CREEK ROAD

Broken yellow, 4" width (Typ.)

Pavement Markings, Type H, Broken yellow, 4" width (Typ.)

Pavement Markings, Type H, STATE PROJECT

NUMBER

J a n

A

M m t-a d f.

d g n

U

S S u r ft

D

D e s ig n e d b y J

B r a s h e r

C h e c k e d b y K

L a n g

D.7

NOTE:

2.

1.

Solid white, 4" width (Typ.)

Pavement Markings, Type H, Solid white, 4" width (Typ.)

Pavement Markings, Type H, C Mill Creek RoadL

C Mill Creek RoadL

MILE

disturb

Do not

Patch, Type 2 (lane width)

Asphalt Concrete Pavement

232+00 to 235+00, LT

Do not disturb

Existing paved driveway

Patch, Type 2 (lane width)

Asphalt Concrete Pavement

244+50 to 246+00, LT

Do not disturb

Existing paved driveway

Patch, Type 2 (lane width)

Asphalt Concrete Pavement

256+50 to 258+00, LT

Do not disturb

Existing mailbox

Do not disturb

Existing paved driveway

Patch, Type 2 (lane width)

Asphalt Concrete Pavement

252+50 to 254+00, LT determined from field measurements.

the approximate location of the feature. Final quantities will be

Some features in the drawing are not drawn to scale and identify

Adjust as necessary to fit field conditions.

proposed features are not based on precise survey data.

The horizontal alignment and the location of the existing and

RA

PLAN AND PLAN SHEET

MILL CREEK ROAD

Broken yellow, 4" width (Typ.)

Pavement Markings, Type H, Broken yellow, 4" width (Typ.)

Pavement Markings, Type H, Type 2 (paved apron)

Asphalt Concrete Pavement, 257+45 to 257+75, RT

STATE PROJECT

NUMBER

J a n

A

M m t-a d g .d g n

U

S S u r ft

D

D e s ig n e d b y J

B r a s h e r

C h e c k e d b y K

L a n g

D.8

MIL

L C

REEK

SCHOOL

AHEAD

BUS STOP

OM3-L

OM3-R

OM3-R

OM3-L

NOTE:

determined from field measurements.

the approximate location of the feature. Final quantities will be

Some features in the drawing are not drawn to scale and identify fit field conditions.

features are not based on precise survey data. Adjust as necessary to

The horizontal alignment and the location of the existing and proposed

2.

1.

Broken yellow, 4" width

Pavement Markings, Type H, Solid white, 4" width (Typ.)

Pavement Markings, Type H, Solid white, 4" width (Typ.)

Pavement Markings, Type H, C Mill Creek RoadL

C Mill Creek RoadL

Patch, Type 2 (lane width)

Asphalt Concrete Pavement

271+50 to 272+00, LT

Patch, Type 2 (full width)

Asphalt Concrete Pavement

274+50 to 275+00

Do not disturb drivewayExisting paved

Do not disturb

Existing paved driveway

Do not disturb

Existing mailboxes

Do not disturb driveway

Existing paved

Do not disturb

Existing paved driveway

Do not disturb driveway

Existing paved

Reset

S3-1

PLAN AND PLAN SHEET

MILL CREEK ROAD

Type 1C treatment

Resume Chip Seal, 284+00

Type 1C treatment

Suspend Chip Seal, 282+75

RA

RA

RA

4" width (Typ.)

Broken yellow and solid yellow, Pavement Markings, Type H, 4" width (Typ.)

Double solid yellow, Pavement Markings, Type H, 4" width (Typ.)

Broken yellow and solid yellow, Pavement Markings, Type H, STATE PROJECT

NUMBER

J a n

A

M m t-a d h .d g n

U

S S u r ft

D

D e s ig n e d b y J

B r a s h e r

C h e c k e d b y K

L a n g

D.9

PRAY R

OAD

SCHOOL

AHEAD

BUS STOP

STOP

Do not disturb

R1-1

MILE

Do not disturb

PRAY RD

Do not disturb

NOTE:

2.

1.

Solid white, 4" width (Typ.)

Pavement Markings, Type H, Solid white, 4" width (Typ.)

Pavement Markings, Type H, C Mill Creek RoadL

C Mill Creek RoadL

Do not disturb

Existing culvert

Do not disturb

Existing paved driveway determined from field measurements.

the approximate location of the feature. Final quantities will be

Some features in the drawing are not drawn to scale and identify

Adjust as necessary to fit field conditions.

proposed features are not based on precise survey data.

The horizontal alignment and the location of the existing and

Do not disturb

Existing paved driveway

Do not disturb

Existing culvert

RA

Reset S3-1

PLAN AND PLAN SHEET

MILL CREEK ROAD

Type 2 (paved apron)

Asphalt Concrete Pavement, 292+00 to 292+30, LT

4" width (Typ.)

Broken yellow and solid yellow, Pavement Markings, Type H, Broken yellow, 4" width (Typ.)

Pavement Markings, Type H, Type 2 (paved apron)

Asphalt Concrete Pavement, 304+40 to 304+75, RT

Broken yellow, 4" width (Typ.)

Pavement Markings, Type H, STATE PROJECT

NUMBER

J a n

A

M m t-a d i.

d g n

U

S S u r ft

D

D e s ig n e d b y J

B r a s h e r

C h e c k e d b y K

L a n g

D.10

NOTE:

2.

1.

Solid white, 4" width (Typ.)

Pavement Markings, Type H, Solid white, 4" width (Typ.)

Pavement Markings, Type H, C Mill Creek RoadL

C Mill Creek RoadL

Do not disturb

Existing paved apron Do not disturb

Existing paved apron determined from field measurements.

the approximate location of the feature. Final quantities will be

Some features in the drawing are not drawn to scale and identify

Adjust as necessary to fit field conditions.

proposed features are not based on precise survey data.

The horizontal alignment and the location of the existing and

PLAN AND PLAN SHEET

MILL CREEK ROAD

RA

RA

Broken yellow, 4" width (Typ.)

Pavement Markings, Type H, Broken yellow, 4" width (Typ.)

Pavement Markings, Type H, Type 2 (paved apron)

Asphalt Concrete Pavement, 329+30 to 329+70, LT

Type 2 (paved apron)

Asphalt Concrete Pavement, New driveway

321+75 to 322+25, RT

Type 2 (paved apron)

Asphalt Concrete Pavement, 335+00 to 335+50, LT

STATE PROJECT

NUMBER

J a n

A

M m t-a d j.

d g n

U

S S u r ft

D

D e s ig n e d b y J

B r a s h e r

C h e c k e d b y K

L a n g

D.11

SCHOOL

AHEAD

BUS STOP

SCHOOL

AHEAD

BUS STOP

NOTE:

2.

1.

Solid white, 4" width (Typ.)

Pavement Markings, Type H, Solid white, 4" width (Typ.)

Pavement Markings, Type H, C Mill Creek RoadL

C Mill Creek RoadL determined from field measurements.

the approximate location of the feature. Final quantities will be

Some features in the drawing are not drawn to scale and identify

Adjust as necessary to fit field conditions.

proposed features are not based on precise survey data.

The horizontal alignment and the location of the existing and

Do not disturb

Existing paved driveway

Do not disturb

Existing paved driveway

Do not disturb

Existing culvert

Do not disturb

Existing paved driveway

Patch, Type 2 (lane width)

Asphalt Concrete Pavement

367+00 to 367+50, RT

Do not disturb

Existing paved driveway

Do not disturb

Existing culvert

MILE

disturb

Do not

RA 485

RA

RA

Reset

S3-1

Reset

S3-1

PLAN AND PLAN SHEET

MILL CREEK ROAD

Broken yellow, 4" width (Typ.)

Pavement Markings, Type H, 4" width (Typ.)

Broken yellow and solid yellow, Pavement Markings, Type H, 4" width (Typ.)

Broken yellow and solid yellow, Pavement Markings, Type H, 4" width (Typ.)

Double solid yellow, Pavement Markings, Type H, Replace existing delineators(4)

370+00, RT

STATE PROJECT

NUMBER

J a n

A

M m t-a d k .d g n

U

S S u r ft

D

D e s ig n e d b y J

B r a s h e r

C h e c k e d b y K

L a n g

D.12

NOTE:

2.

1.

Solid white, 4" width (Typ.)

Pavement Markings, Type H, Solid white, 4" width (Typ.)

Pavement Markings, Type H, C Mill Creek RoadL

C Mill Creek RoadL

Do not disturb

Existing paved apron determined from field measurements.

the approximate location of the feature. Final quantities will be

Some features in the drawing are not drawn to scale and identify

Adjust as necessary to fit field conditions.

proposed features are not based on precise survey data.

The horizontal alignment and the location of the existing and

Do not disturb

Existing paved apron

PLAN AND PLAN SHEET

MILL CREEK ROAD

RA

RA

RA

Type 2 (paved apron)

Asphalt Concrete Pavement, 376+35 to 376+95, LT

4" width (Typ.)

Double solid yellow, Pavement Markings, Type H, 4" width (Typ.)

Broken yellow and solid yellow, Pavement Markings, Type H, Broken yellow, 4" width (Typ.)

Pavement Markings, Type H, Broken yellow, 4" width (Typ.)

Pavement Markings, Type H, STATE PROJECT

NUMBER

J a n

A

M m t-a d l.

d g n

U

S S u r ft

D

D e s ig n e d b y J

B r a s h e r

C h e c k e d b y K

L a n g

D.13

Do not disturb

Utility box

NEXT

11 MILES

SPEED

LIMIT

Begi ns Grav el

RESTRICTION

VEHICLE

MOTOR

ENTERING

Do not disturb

OM-3L

OM-3R

OM-3L

OM-3R

Do not disturb

Utility marker

NOTE:

2.

1.

Solid white, 4" width (Typ.)

Pavement Markings, Type H, SPEED

LIMIT

PAVEMENT

ENDS

C Mill Creek RoadL

Ends Pave ment

Do not disturb

Existing pullout

MILE

Do not disturb

Existing culvert

Do not disturb driveway

Existing paved

Do not disturb driveway

Existing paved determined from field measurements.

the approximate location of the feature. Final quantities will be

Some features in the drawing are not drawn to scale and identify fit field conditions.Adjust as necessary to proposedfeatures are not based on precise survey data.

The horizontal alignment and the location of the existing and

Do not disturb driveway

Existing paved

Do not disturb apron at pullout

Existing paved

Do not disturb

Existing pullout

Ditch reconditioning

422+00 to 423+00, LT

RA

RA

RA

RA

RA

PLAN AND PLAN SHEET

MILL CREEK ROAD

R2-1

R2-1

W7-3aP

W8-3

W1-5

SPEED

LIMIT

W3-5

Type 1C treatment

Suspend Chip Seal, 402+70

Type 1C treatment

Resume Chip Seal, 403+75

See sheet C.5 magnesium chloride course with

Begin aggregate surface treatment

End Chip Seal, Type 1C

410+25

4" width (Typ.)

Broken yellow and solid yellow, Pavement Markings, Type H, Delineators (3)

421+00 to 422+00, RT

0 4

STATE PROJECT

NUMBER

A T

E

P

A T

H

D e s ig n e d b y J

B r a s h e r

C h e c k e d b y K

L a n g

Do not disturb

Existing utility pole

Do not disturb

Existing utility box

Do not disturb

Canal flume

Do not disturb

Existing utility pole

Do not disturb

Existing manhole

NOTE:

2.

1.

Ditch reconditioning

434+00 to 435+50, LT determined from field measurements.

the approximate location of the feature. Final quantities will be

Some features in the drawing are not drawn to scale and identify

Adjust as necessary to fit field conditions.

proposed features are not based on precise survey data.

The horizontal alignment and the location of the existing and

Do not disturb

Existing culvert

PLAN AND PLAN SHEET

MILL CREEK ROAD

Mill Creek Ditch

Mill Creek Ditch

RA

RA

RA

RA

Delineators (4)

440+50 to 442+00, RT

Delineators (4)

452+00 to 455+00, LT

Delineators (4)

454+50 to 456+00, RT

Delineators (3)

445+00 to 446+00, RT pullout (Approx. 100' x 16') with magnesium chloride

Aggregate surface course

444+00 to 445+00, RT

D.14

STATE PROJECT

NUMBER

SHEET

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 d n .d g n

MT PARK NF486(1)

P

S e p te m b e r

L a

B r a s h

C h e c k e d b y

D e s ig n e d b y

D.15

Do not disturb

Canal diversion

Do not disturb

Utility pole

Do not disturb

Utility pole

Do not disturb

Utility pole

Do not disturb

Utility pole

Do not disturb

Existing fence

MILE

Leaving

National

Forest

Land

SPEED

LIMIT

SPEED

LIMIT

FOOD

STORAGE

REQUIRED

FOREST

FIREWOOD

REDUCED

SPEED

AHEAD

ENTERING

NATIONAL

FOREST

LAND

Do not disturb

Do not disturb

Do not disturb

Do not disturb

R2-1

Do not disturb

Do not disturb

NOTE:

2.

1.

SPEED

LIMIT

R2-1

Remove

FOREST

determined from field measurements.

the approximate location of the feature. Final quantities will be

Some features in the drawing are not drawn to scale and identify

Adjust as necessary to fit field conditions.

proposed features are not based on precise survey data.

The horizontal alignment and the location of the existing and

Subexcavation

474+00 to 476+50

RA

RA

RA

W3-5

PLAN AND PLAN SHEET

MILL CREEK ROAD

pullout (approx. 50'x10') with magnesium chloride

Aggregate surface course

461+50 to 462+00, RT pullout (approx. 150'x10') with magnesium chloride

Aggregate surface course

482+50 to 484+00, RT

Delineators (6)

474+00 to 476+50, RT

STATE PROJECT

NUMBER

A T

E

P

A T

H

D e s ig n e d b y J

B r a s h e r

C h e c k e d b y K

L a n g

En d su b po le

0 4

D.16

Do not disturb

Utility pole Do not disturb

Utility pole

Do not disturb

Utility pole

Do not disturb

Utility pole

Do not disturb

Utility pole

Do not disturb

Utility marker

PROPERTY

PRIVATE

SNOWBANK CG

FOREST

Do not disturb

NOTE:

2.

1.

Do not disturb

Existing pullout determined from field measurements.

the approximate location of the feature. Final quantities will be

Some features in the drawing are not drawn to scale and identify

Adjust as necessary to fit field conditions.

proposed features are not based on precise survey data.

The horizontal alignment and the location of the existing and

Do not disturb

Existing culvert

Do not disturb

PLAN AND PLAN SHEET

MILL CREEK ROAD

Delineators (6)

493+00 to 495+50, RT

Delineators (3)

516+00 to 517+00, RT

STATE PROJECT

NUMBER

A T

E

P

A T

H

D e s ig n e d b y J

B r a s h e r

C h e c k e d b y K

L a n g

D.17

Do not disturb

Utility box

PROPERTY

PRIVATE

2.

1.

Do not disturb

Existing culvert

Do not disturb

Existing culvert

Do not disturb

Existing culvert

MILE

disturb

Do not determined from field measurements.

the approximate location of the feature. Final quantities will be

Some features in the drawing are not drawn to scale and identify

Adjust as necessary to fit field conditions.

proposed features are not based on precise survey data.

The horizontal alignment and the location of the existing and

Do not disturb

Existing culverts

Do not disturb

Existing culvert

PLAN AND PLAN SHEET

MILL CREEK ROAD

pullout (approx. 50'x15') with magnesium chloride

Aggregate surface course

525+50 to 526+00, RT

Replace existing delineators (3)

532+00, RT

STATE PROJECT

NUMBER

A T

E

P

A T

H

D e s ig n e d b y J

B r a s h e r

C h e c k e d b y K

L a n g

5 5

D.18

Do not disturb

Existing fence

MILE

NOTE:

2.

1.

Do not disturb

Subexcavation

570+00 to 573+00 determined from field measurements.

the approximate location of the feature. Final quantities will be

Some features in the drawing are not drawn to scale and identify

Adjust as necessary to fit field conditions.

proposed features are not based on precise survey data.

The horizontal alignment and the location of the existing and

Ditch reconditioning

563+00 to 564+00, RT

PLAN AND PLAN SHEET

MILL CREEK ROAD

STATE PROJECT

NUMBER

A T

E

P

A T

H

D e s ig n e d b y J

B r a s h e r

C h e c k e d b y K

L a n g

D.19

Do not disturb

Utility box

Utility box

OM-3L

OM-3R

OM-3L

OM-3R

SNOW BANK CG

E FK MILL CR

E FK MILL CR

SPEED

LIMIT

NOTE:

2.

1.

Do not disturb

Do not disturb determined from field measurements.

the approximate location of the feature. Final quantities will be

Some features in the drawing are not drawn to scale and identify

Adjust as necessary to fit field conditions.

proposed features are not based on precise survey data.

The horizontal alignment and the location of the existing and

RA

R2-1

PLAN AND PLAN SHEET

MILL CREEK ROAD

W2-2 magnesium chloride surface course with

Suspend aggregate

581+40 with magnesium chloride

Resume aggregate surface

582+30

STATE PROJECT

NUMBER

A T

E

P

A T

H

D e s ig n e d b y J

B r a s h e r

C h e c k e d b y K

L a n g

D.20

Do not disturb

Utility box

W FK MILL CR

SNOW BANK CG

W FK MILL CR

Do not disturb

SIGN

PRIVATE

MILE

Do not disturb

Do not disturb

Utility marker

NOTE:

2.

1.

Do not disturb

Do not disturb determined from field measurements.

the approximate location of the feature. Final quantities will be

Some features in the drawing are not drawn to scale and identify

Adjust as necessary to fit field conditions.

proposed features are not based on precise survey data.

The horizontal alignment and the location of the existing and

PLAN AND PLAN SHEET

MILL CREEK ROAD

STATE PROJECT

NUMBER

A T

E

P

A T

H

D e s ig n e d b y J

B r a s h e r

C h e c k e d b y K

L a n g

D.21

Do not disturb

Utility box

Utility pole

PRIVATE

PRIVATE

NOTE:

2.

1.

determined from field measurements.

the approximate location of the feature. Final quantities will be

Some features in the drawing are not drawn to scale and identify

Adjust as necessary to fit field conditions.

proposed features are not based on precise survey data.

The horizontal alignment and the location of the existing and

Ditch reconditioning

652+00 to 653+00, LT

RA

RA

PLAN AND PLAN SHEET

MILL CREEK ROAD

pullout (approx. 200'x15') with magnesium chloride

Aggregate surface course

640+00 to 642+00, RT

Delineators (4)

637+00 to 638+50, RT

Delineators (4)

650+00 to 652+00, RT

STATE PROJECT

NUMBER

A T

E

P

A T

H

D e s ig n e d b y J

B r a s h e r

C h e c k e d b y K

L a n g

D.22

MILE

Do not disturb

NOTE:

2.

1.

Do not disturb

Existing culvert

Do not disturb

Existing culvert

Subexcavation

667+50 to 671+00

Subexcavation

659+00 to 660+00 determined from field measurements.

the approximate location of the feature. Final quantities will be

Some features in the drawing are not drawn to scale and identify

Adjust as necessary to fit field conditions.

proposed features are not based on precise survey data.

The horizontal alignment and the location of the existing and

Do not disturb

Existing culvert

PLAN AND PLAN SHEET

MILL CREEK ROAD

pullout (approx. 100'x15') with magnesium chloride

Aggregate surface course

658+75 to 659+75, RT

RA

Delineators (4)

660+00 to 661+50, RT

STATE PROJECT

NUMBER

A T

E

P

A T

H

D e s ig n e d b y J

B r a s h e r

C h e c k e d b y K

L a n g

D.23

Do not disturb

Utility pole

Do not disturb

Utility pole and box

Do not disturb

Utility pole Do not disturb

Utility pole

25' 29' R 25'R 25'

R 12.5'

60'

R 25'

R 25'

NOTE:

2.

1.

MT PARK NF486(1)

END PROJECT

SNOW BANK TRHD

WORK CENTER

MILL CREEK

Do not disturb

Do not disturb parking

Snowbank Trailhead

Do not disturb

Existing fence rail

Do not disturb

Existing culvert Do not disturb

Work camp

USFS

determined from field measurements.

the approximate location of the feature. Final quantities will be

Some features in the drawing are not drawn to scale and identify

Adjust as necessary to fit field conditions.

proposed features are not based on precise survey data.

The horizontal alignment and the location of the existing and

Do not disturb closure gate

Seasonal existing road

Do not disturb

SIGN

USFS

RA

PLAN AND PLAN SHEET

MILL CREEK ROAD

E 1699110.97

N 380517.94

711+50 parking area course with magnesium chloride

Construct Aggregate surface

707+00 to 709+10, LT with magnesium chloride

End aggregate surface course

Delineators (4)

689+00 to 691+50, RT

155'

STATE PROJECT

NUMBER

A T

E

P

A T

H

D e s ig n e d b y J

B r a s h e r

C h e c k e d b y K

L a n g

POST AND GEOTEXTILE INSTALLATION DETAIL

SILT FENCE INSTALLATION AT TOE OF FILL

Fi ll slo pe

T o e o f s lo p e

PLAN

ELEVATION

4.

3.

2.

1.

T o e o f s lo p e

Fi ll sl op e

ELEVATION

PLAN

PLAN

PLAN

END DETAIL

END POSTS DETAIL

POSTS AT JOINTS

Geotextile

Steel or wood post

Backfilled and compacted soil fo r s p a c in g

S e e N o te

Limits of clearing

(undisturbed)

Existing ground

Silt fence reinforcement

STATE PROJECT

NUMBER

J a n

A

M m t-a g a .d g n

U

S C

D e s ig n e d b y J

B r a s h e r

C h e c k e d b y K

L a n g

REVISED: 7/2016

DETAIL APPROVED FOR USE --/----

WESTERN FEDERAL LANDS HIGHWAY DIVISION

SILT FENCE

W157-1

U.S. CUSTOMARY DETAIL

DETAIL

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

D.24

NOTE:

Staple or tie

Section B

Geotextile fabric, Tie top of posts together driven tightly together.

Steel or wood posts

Steel or wood post

Staple or tie

Geotextile fabric

Fasten fabric to posts around each post one full turn.

Fold geotextile fabric See Note 3

End Posts Detail

End posts, see

End Posts Detail

End posts, see

See Note 3 fabric, Section A

Geotextile

Flow

Flow

Flow running around the ends.

Curve ends of silt fence upgrade to prevent water from as possible.

Install silt fence to follow the ground contours as closely does not slide down, supporting posts.

All types must ensure silt fence remains attached to, and manufacturer's recommendations for installation procedures.

as long as specified dimensions are satisfied. Follow

Alternate preassembled silt fence options will be allowed m in m in m in

6-foot (max.) spacing without silt fence reinforcement.

10-foot (max.) spacing with silt fence reinforcement.

4" min.

6" min. trench

Spacing Slope

STAKES REQUIRED

1:1

1:2

1:3

1:4 or flatter

Fl ow

T o e o f fi ll s lo p e

ELEVATION

PLAN

disturbed areas

Runoff from

INSTALLATION BEYOND TOE OF SLOPE

INSTALLATION ALONG SLOPES

Existing ground (typ.)

Flow direction

Slope

Direction of runof f from distur bed area s ff o n ur f o n oi t c er i

D

Slope

Fi ll slo pe

Direction of runoff ground

Existing soil to match ground level

Backfilled and compacted

Flow wood stakes. See Note 2.

Pay lim its

Pay lim its

Stagger joints (typ.)

permanent installations. Do not crush wattle while staking.

wattle is secure to slope. Live stakes may be used for

2.

1.

PROPERLY STAKED AND ENTRENCHED SEDIMENT WATTLE

SLOPE PROTECTION INSTALLATION

ALTERNATE SEDIMENT WATTLE JOINT DETAIL

WATTLE SPACING

Wattle length

SEDIMENT WATTLE STAKING DETAIL

SEDIMENT WATTLE LAPPING DETAIL

Sediment wattle

Sediment wattle larger than wattle and install sediment wattles

Step 1: Excavate trench Step 2: Backfill soil against sediment wattles for each wattle

Stakes required uphill side of sediment wattle

Place excavated material on

Sediment wattle along contours

Install wattles

S pa ci ng c ha rt

S ee W at tl e

STATE PROJECT

NUMBER

J a n

A

M m t-a g b .d g n

U

S C

D e s ig n e d b y J

B r a s h e r

C h e c k e d b y K

L a n g

DRAFT: 7/2016

REVISED:

DETAIL APPROVED FOR USE 10/2014

WESTERN FEDERAL LANDS HIGHWAY DIVISION

(FT)

(FT)

W157-20

2" (min.) Excavate trench 2"

Drive stakes at each end and at 4-foot spacing until

1" x 1" or 1" Ø

U.S. CUSTOMARY DETAIL

DETAIL

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

ove rlap

12" (m in.)

t o m in m in

1" x 1" Wood stake as specified in plans

3' min. or

3' (min.)

SEDIMENT WATTLE

wattles and space stakes at 4-foot max.

6-inches from wattles end angles towards the adjacent

Overlap wattles 12-inch minimum. Drive stakes at

D.25

QUANTITIES

TEMPORARY TRAFFIC CONTROL

TABULATION OF

FOOTNOTE:

Sign Guide for information.

* Indicates sign is unique to Montana. See Current Montana[1]

E.1

STATE PROJECT

NUMBER

SHEET

U

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

MT PARK NF486(1)

M a y

L a

B r a s h

C h e c k e d b y

D e s ig n e d b

G20-2

G20-2

G20-2

G20-1

See Note 11

G20-1

See Note 11

M in o r R o a d

M a jo r R o a d

W20-1

See Note 10

W20-1

See Note 10

W20-1 over

W16-8P

See Note 9

W20-1 over

W16-8P

See Note 9

W20-1

Ro ad N am e

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

ROAD WORK

END

WORK

ROAD

AHEAD

ROAD WORK

END

ROAD WORK

END

ROAD WORK

END

WORK

ROAD

AHEAD

WORK

ROAD

AHEAD

W20-1

See Note 10

W20-1

See Note 10

G20-2

Erect all project advance warning signs before starting construction work.

Not all details shown on the temporary traffic control sheets may be applicable to this project. The Contractor may add or delete information and details in this traffic control plan as necessary to accommodate actual operations.

Where advance warning signs, placed as shown, interfere with permanent signs, locate the warning signs as determined by the CO for best results. Vary messages as required.

Additional or different message signs may be required to fit the actual construction conditions.

Install advisory speed plates under the W20 series warning signs as needed to indicate a maximum recommended speed through the construction area.

Ensure all sign supports exposed to impact by traffic meet the requirements of

NCHRP-350 or MASH for crashworthiness.

Maintain two-way traffic during all non-work hours except as approved by the CO.

Do not store traffic control devices along the roadway when not in use. Cover post-mounted signs when not applicable.

If W20-1 is placed on a roadway other than that on which the actual construction work occurs, include a supplementary plaque indicating the name of the road on which the construction does occur (applies to major roads only).

The message on the W20-1 signs may be "ROAD WORK AHEAD" or may specify the distance to the work area in feet or in miles. Install an additional W20-1 each end of the project. Show the distance on the G20-1 sign to the nearest whole mile.

If signing on a roadway under a jurisdiction other than the client agency, verify that an encroachment permit has been obtained.

State standards may be used as an alternative if approved by the CO.

Refer to the Section 635 of the Special Contract Requirements for allowable retroreflective sheeting types.

Expressway / Freeway

A

B

C

(S ee S ig n

Sp ac in g

Ta bl e)

ADVANCE

W

ARNI

NG

AREA

C

B as d et er m in ed b y th e

CO

W or k zo ne A re a of In flu en ce

Pr oj ec t L im its

A

A

(S ee S ig n

Sp ac in g

Ta bl e)

ADVANCE

W

ARNI

NG

AREA

A

A

ROAD NAME

ROAD NAME

ROAD WORK

NEXT xx MILES

WORK

ROAD

xxxxxxx

WORK

ROAD

xxxxx

WORK

ROAD

xxxxxxx

WORK

ROAD

xxxxxxx

ROAD WORK

NEXT xx MILES

W13-1P

(optional)

W13-1P

(optional) xx

MPH

xx

MPH

STATE PROJECT

NUMBER

J a n

A

M m t-a e b .d g n

U

S C

D e s ig n e d b y J

B r a s h e r

C h e c k e d b y K

L a n g

STANDARD APPROVED FOR USE 6/2005

DRAFT: 6/2014

REVISED:

For work zones that are 2 miles or more in length, install G20-1 signs at signs "B" feet apart according to the Sign Spacing Table.

sign when approach speeds exceed 50 MPH. When used place the two W20-1

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

635-1

ADVANCE SIGNING

TEMPORARY TRAFFIC CONTROL

E.2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

NO

CENTER

LINE

NO

CENTER

LINE

NO

CENTER

LINE

NO

CENTER

LINE

NO

CENTER

LINE

NO

CENTER

LINE

DO

NOT

PASS

DO

NOT

PASS

DO

NOT

PASS

PASS

WITH

CARE

PASS

WITH

CARE

PASS

WITH

CARE

NO

PASSING

ZONE

NO

PASSING

ZONE

NO

PASSING

ZONE

STATE PROJECT

NUMBER

J a n

A

M m t-a e d .d g n

U

S C

D e s ig n e d b y J

B r a s h e r

C h e c k e d b y K

L a n g

635-3

STANDARD APPROVED FOR USE 6/2005

DRAFT: 8/2013

REVISED:

On curves with radius less than 500', reduce cycle length to 20'.

with paint or tape, use Standard 635-2.

temporary traffic control zones greater than 3 miles long.

Repeat W8-12 after each major intersection and every 2 miles for

Repeat R4-1 at 1 mile intervals.

FOR UNMARKED PAVEMENTS

DELINEATION AND SIGNING

500'

500'

500'

500'

500' cycle length

40'

500' cycle length

40' cycle length

40'

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

E.3

NOTE:

Traffic flow

Traffic flow

W8-12

Traffic flow

Traffic flow

Traffic flow

Traffic flow

W8-12

W8-12

W8-12

W8-12

W8-12

Use permanent markings plan to determine no passing zones for each direction of travel.

W14-3

(optional)

W14-3

(optional)

W14-3

(optional)

TABLE A

Maximum Duration Before

Markings Are Required

ADT

See Note 2

See Note 2

See Note 2

14 Days

3 Days

≤ 1000

> 1000

R4-1

R4-1

R4-1R4-2

See Note 6

R4-2

See Note 6

R4-2

See Note 6

1.

2.

3.

4.

5.

6.

For periods noted in Table A, pavement may be unmarked if vehicle positioning guides and signing are provided per this detail. For longer periods/higher ADT or for application of temporary markings

Use the "PASS WITH CARE" (R4-2) sign at the downstream end of a no-passing zone only if a "DO NOT PASS" (R4-1) sign has been installed at the upstream end of the zone.

vehicle positioning guides

Bi-directional yellow vehicle positioning guides

Bi-directional yellow vehicle positioning guides

Bi-directional yellow

PROJECT LIMITS

PROJECT LIMITS

PROJECT LIMITS

Passing AllowedNo Passing ZonePassing Allowed

DETAIL B

No Passing zone one direction

Two-way traffic

DETAIL C

No Passing zone both directions

Two-way traffic

DETAIL A

Passing zone both directions

Two-way traffic

Traffic flow

Traffic flow

See Note 4

W20-1 W20-7W20-4

See Note 4

G20-2

Spacing Table)

(See Length and

(optional)

WORK SPACE (optional)(optional)

(optional)

W13-1P

(optional)

W16-2P

7.

6.

5.

4.

3.

2.

1.

the buffer space.

Do not allow equipment, materials, or vehicles to be parked or stored in

Requirements, Section 156.

For project specific minimum width, refer to the Special Contract

For night time flagging operation, provide…