mt-d201701_DAR2017(1)_Plans_Signoff_(Revised).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 A

M

F e b r u a r y

U

S C h ig h w a y s F

H W

A m t-d

D A

R D e s ig n G e n e r a l I n fo r m a ti o n m t-d a b .d g n

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

A.2 DAR 2017(1) MT

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

Ø 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

W ill ow

C o y o te

Cre ek

Cr ee k

Dr y

W olf

Creek

S a g e

C re e k

Cr ee k

N A.3

STATE PROJECT

NUMBER

MT

DAR 2017(1)

F e b

A

M ft p .1

.1

.2 s td p la n m t-d a c

C

C .d g n

U

S I n t2

D

B

T h o m p s o n h e c k e d b y

B e ll

D s ig n e d b y

1 0.5 0 1 2

SCALE IN MILES

MONTANA

MONTANA

C-02

STANFORD

WINDHAM

SAGE CREEK RD

C-03

C A

T C

O U

L E

E R

D

WILLOW CREEK RD

G R

A Y S

T O

N E R

D

MONTANA

C-02 & C-03 ROADS

VICINITY MAP

B E

N C

H L

A N

D R

D

WINDHAM BENCHLAND RD

N WINDHAM RD

LOUSE CREEK RD

M.P. 0.00

SCHEDULES A, B, & C

BEGIN C-02 ROAD WORK

M.P. 4.39

SCHEDULES A, B, & C

END C-02 ROAD WORK

M.P. 0.00

SCHEDULES A, B, & C

BEGIN C-03 ROAD WORK

M.P. 10.35

SCHEDULES A, B, & C

END C-03 ROAD WORK

W ill ow

Cre ek

S a g e

Cr ee k

S a g e

C r e e k

Lou se

Creek

N 1 0.5 0 1 2

SCALE IN MILES

MONTANA

MONTANA

WINDHAM

C

C

PINECREST RD

SUNSET RD

FIELDSTONE RD

S T

O C

K F

A R

M R

D

WINDHAM BENCHLAND RD

P H

E A

S A

N T R

D

B E

N C

H L

A N

D R

D

N O

R T

H F I S

H E

R M

A N R

D

541 200

MONTANA MONTANA

3 87

MOCCASIN

BNSF R

AILWAY

A.4

STATE PROJECT

MT DAR 2017(1)

F e b

A

M ft p .1

.1

.2 s td p la n m t-d a d

C

C .d g n

U

S I n t2

D

T h o m p s e c k e d b y

B s ig n e d b y

C-04 & C-05 ROADS

VICINITY MAP

M.P. 1.44

BNSF Crossing

N WINDHAM RD

G R

A Y S

T O

N E R

D

LOUSE CREEK RD

M.P. 4.96

SCHEDULES A, B, & C

END C-04 ROAD WORK

M.P. 0.02

SCHEDULES A, B, & C

BEGIN C-04 ROAD WORK

M.P. 0.02

SCHEDULES A, B, & C

BEGIN C-05 ROAD WORK

M.P. 1.04

END C-05 ROAD WORK

Cre ek

Sa ge

C r e e k

W a it e

C r e e k

Cour tney s Creek

KNOLL

MARYS

NATIONAL FOREST

LEWIS AND CLARK

UTICA

VILLAGE

SAPPHIRE

ACKLEY LAKE RD

A N

T E

L O

P E C

R E

E K R

D

SAGE CREEK TRS

A

G E C

R E

E K T

R

S O

U T

H F

O R

K R

D

S O

U T H F

O R

K R

D

JU

DI

TH

RI

VER

1 0.5 0 1 2

SCALE IN MILES

N

C-07

YOGO RD

ft p .1

.1

.2 s td p la n m t-d a e

C

C .d g n

U

S S u r ft

D

A.5

STATE PROJECT

F e b

T h o m p s

B

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

C-06

C-06 & C-07 ROADS

VICINITY MAP

M.P. 0.00

SCHEDULES A, B, & C

BEGIN C-06 ROAD WORK

M.P. 0.00

SCHEDULES A, B, & C

BEGIN C-07 ROAD WORK

M.P. 0.60

SCHEDULES A, B, & C

END C-06 ROAD WORK

M.P. 7.42

END C-07 ROAD WORK

re e k

B N S F

W o lf

C re e k

S un

C re e k

Dry Wolf

Cr

W ill ow

C o y o te

C o u le e

H o lm e s

Creek

W o lf

W o lf

C r e e k

Cr ee k

W ill ow

C r e e k

1 0.5 0 1 2

SCALE IN MILES

N ft p .1

.1

.2 s td p la n m t-d a f_

C

C .d g n

U

S S u r ft

D

A.6

STATE PROJECT

F e b

T h o m p s

B

C h e c k e d b s ig n e d b

C-

MONTANA

MONTANA

3 87 80

MONTANA

STAGECOACH RD

B R

O K

E N A

R R

O W R

D

S T

A R

L I G

H T R

D

LEHIGH ROAD

DRY WOLF RD

R U

N N

IN

G W

O L F R

D

STANFORD

C

C-08 & C-10 ROADS

VICINITY MAP

M.P. 0.01

SCHEDULES A, B, & C

BEGIN C-10 ROAD WORK

M.P. 0.00

SCHEDULES A, B, & C

BEGIN C-08 ROAD WORK

M.P. 6.73

SCHEDULES A, B, & C

END C-10 ROAD WORK

M.P. 2.13

END C-08 ROAD WORK

e k

J U

D I T

H

W ol f

Creek

C o y o te

Wolf

W o lf

C re ek

R

IV

E R

N A.7

STATE PROJECT

F e b

A

M ft p .1

.1

.2 s td p la n m t-d a g

D

D .d g n

U

S I n t2

D

T h o m p s e c k e d b y

B s ig n e d b y

1 0.5 0 1 2

SCALE IN MILES

DENTON

D

CARPENTER RD

D E

N T

O N R

D

C R

A B

T R

E E R

D

P A

C E

R C

O U

L E

E R

D

COLTON AIRPORT RD

KNOX RD

A L T

O N C

U T

O F F

B A

R K

E R R

D

BEAR SPRINGS RD

AYERS RD

MONTANA

MONTANA

D-01

CENTRAL MT RAIL

D-01 & D-08 ROADS

VICINITY MAP

M.P. 2.10 Rail Crossing Central MT

M.P. 1.73

SCHEDULES A, B, & C

END D-01 ROAD WORK

M.P. 0.00

SCHEDULES A, B, & C

BEGIN D-01 ROAD WORK

M.P. 0.00

SCHEDULES A, B, & C

BEGIN D-08 ROAD WORK

M.P. 2.71

END D-08 ROAD WORK

e k

R o s s

F o rk

R o s s

F o r kC re e k

M u d

B ig

R o c k

Creek

P o le

C re e k

Buffalo

C re e k

B ig

W e s t

F o rk

Rock

C r e e k

Little

Trout

B N

S F

N

1 0.5 0 1 2

SCALE IN MILES

N

L-02 ft p .1

.1

.2 s td p la n m t-d a h

L .d g n

U

S S u r ft

D

A.8

STATE PROJECT

F e b

T h o m p s

B

C h e c k e d b s ig n e d b

L-02 ROAD

VICINITY MAP

MONTANA

SIPPLE RD

S O

U T

H T

R O

U T C

R E

E K R

D

L O

G A

N R I D

G E R

D

NELSON RD

CRYSTAL LAKE RD

F E

R G

U S C

O

B A

S I N C

O

J U

D I T

H

STRAW RD

M il e s

T o E d d ie 's C o rn e r

M ile s T o J u d ith G a p

N O

R T

H T

R O

U T C

R E

E K R

D

B A

S I N C

O

J U

D I T

H

F E

R G

U S C

O

B N

S F R

A

IL

W A

Y

M.P. 0.02

SCHEDULES B & C

BEGIN L-02 ROAD WORK

M.P. 9.87

SCHEDULES B & C

END L-02 ROAD WORK

r e e k

C re e k

C re e k

B e a v e r

B e a v e r

C a s in o

R o c k

Beaver

B ig

B igF o rk

B N

S F

1 0.5 0 1 2

SCALE IN MILES

N

M-06 ft p .1

.1

.2 s td p la n m t-d a j_

M .d g n

U

S S u r ft

D

A.9

STATE PROJECT

F e b

T h o m p s

B

C h e c k e d b s ig n e d b

M-06 ROAD

VICINITY MAP

MONTANA

MONTANA

MONTANA

C R

Y S

T A

L L

A K

E R

D

C R

Y S

T A

L L

A K

E R

D

FARREN HILL RD

EDDIE'S CORNER

SERIGHT RD

ROCK CREEK RD

N O

R T

H T

R O

U T C

R E

E K R

D

SIPPLE RD

B E A

V E R C

R E E K R

D

R O

S S F

O R

K R

D

WILD ROSE RD

S A

N D

H I L L R

D

C O

T T

O N

W O

O D C

R E

E K R

D

M ile s

To L ew is to w n

BN

SF

R

AI

LW

AY

M.P. 0.02

BNSF CrossingM.P. 0.01

SCHEDULE C

BEGIN M-06 ROAD WORK

M.P. 8.01

SCHEDULE C

END M-06 ROAD WORK

Road Number

C-02 C-03 C-04 C-05 C-06 C-07 C-08 C-10 D-01 D-08 ALLOWANCE Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

A0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 350 150 800 600 100 100 400 500 3,000

A0140 15801-0000 WATERING FOR DUST CONTROL MGAL 526 1,205 592 122 72 889 255 805 207 316 4,989

A0160 20402-0000 SUBEXCAVATION CUYD 925 577 98 1,600

A0180 20411-0000 SELECT BORROW TON 1,809 1,113 78 3,000

A0200 20701-0300 SEPARATION-STABILIZATION

GEOTEXTILE, CLASS 1, TYPE C

(NONWOVEN) (SUBEXCAVATION) SQYD 1,515 973 62 2,550

A0220 20703-2000 GEOGRID, STABILIZATION SQYD 1,515 908 77 2,500

A0240 25101-0200 PLACED RIPRAP, METHOD A,

CLASS 2 CUYD 15 15

A0260 25101-0200 PLACED RIPRAP, METHOD A,

CLASS 2 (RIPRAP HEADWALL) CUYD 18 18 5 6 8 55

A0280 25101-0200 PLACED RIPRAP, METHOD A,

CLASS 2 (ENERGY DISSIPATOR) CUYD 13 11 24

A0300 30202-2000 ROADWAY AGGREGATE, METHOD 2

(C ROADS) TON 205 465 235 160 275 235 20 415 2,010

A0320 30202-2000 ROADWAY AGGREGATE, METHOD 2

(D ROADS) TON 85 315 400

A0340 30302-6000 ROADWAY RECONDITIONING LNFT 23,179 54,648 26,083 5,386 3,168 39,178 11,246 35,482 9,134 14,309 221,813 Contract Quantity

A0360 31103-3000 STABILIZED AGGREGATE SURFACE

COURSE, CALCIUM CHLORIDE,

IMPORTED AGGREGATE (C ROADS) TON 13,918 31,251 15,662 3,234 1,902 23,524 6,753 21,305 117,549

A0380 31103-3000 STABILIZED AGGREGATE SURFACE

COURSE, CALCIUM CHLORIDE,

IMPORTED AGGREGATE (D ROADS) TON 5,485 8,183 13,668

A0400 31110-0000 CALCIUM CHLORIDE TON 248 557 279 58 34 419 120 380 98 146 2,339

A0420 60201-1000 36-INCH PIPE CULVERT LNFT 88 88

A0440 60201-1200 48-INCH PIPE CULVERT LNFT 50 50

A0460 60202-0400 24-INCH EQUIVALENT DIAMETER

ARCH OR ELLIPTICAL PIPE

CULVERT LNFT 44 44

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

9- M ar -2

:3

A M

I:

\C on tr ac t\

C on st ru ct io n C on tr ac ts \P

R O

JE

C

TS

\M T

D A R

7(

1)

M in ut em an M is sl e B as e R oa ds

7\

PR

_L

O A _E

E\ [m t-d2

1_ Es tim at e-

_S ig no ff _S ch ed ul eA

.x ls x] Sh ee t

STATE PROJECT

B.1DAR 2017(1)MT

C-02 C-03 C-04 C-05 C-06 C-07 C-08 C-10 D-01 D-08 ALLOWANCE Bid Schedule

A0480 60202-0600 36-INCH EQUIVALENT DIAMETER

ARCH OR ELLIPTICAL PIPE

CULVERT LNFT 46 46

A0500 60202-0700 42-INCH EQUIVALENT DIAMETER

ARCH OR ELLIPTICAL PIPE

CULVERT LNFT 42 42

A0520 60202-0800 48-INCH EQUIVALENT DIAMETER

ARCH OR ELLIPTICAL PIPE

CULVERT LNFT 160 160

A0540 60202-1000 60-INCH EQUIVALENT DIAMETER

ARCH OR ELLIPTICAL PIPE

CULVERT LNFT 40 46 86

A0560 60211-1000 END SECTION FOR 36-INCH

EQUIVALENT DIAMETER ARCH OR

ELLIPTICAL PIPE CULVERT EACH 1 1

A0580 60704-0000 CLEANING CULVERT IN PLACE EACH 4 1 1 14 1 1 22

A0600 60705-0000 REPAIRING DRAINAGE STRUCTURE EACH 1 5 4 1 11

A0620 60705-0000 REPAIRING DRAINAGE STRUCTURE

(C-04 ROAD) EACH 1 1

A0640 61921-1000 REMOVE AND RESET FENCE LNFT 20 80 100

A0660 62201-0300 DUMP TRUCK, 12 CUBIC YARD

MINIMUM CAPACITY HOUR 100

A0680 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT

MINIMUM RATED CAPACITY

BUCKET, 24-INCH WIDTH HOUR 100

A0700 62201-2050 ROLLER HOUR 40

A0720 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM

BLADE HOUR 120

A0740 62301-0000 GENERAL LABOR HOUR 40

A0760 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

A0780 63509-1000 TEMPORARY TRAFFIC CONTROL,

FLAGGER FXHR 360 680 300 60 60 540 140 460 120 200 2,920

A0800 63511-0100 TEMPORARY TRAFFIC CONTROL,

RAILROAD FLAGGER CTSM ALL

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

9- M ar -2

:3

A M

I:

\C on tr ac t\

C on st ru ct io n C on tr ac ts \P

R O

JE

C

TS

\M T

D A R

7(

1)

M in ut em an M is sl e B as e R oa ds

7\

PR

_L

O A _E

E\ [m t-d2

1_ Es tim at e-

_S ig no ff _S ch ed ul eA

.x ls x] Sh ee t

(2

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.2DAR 2017(1)MT

C-02 C-03 C-04 C-05 C-06 C-07 C-08 C-10 D-01 D-08 L-02 ALLOWANCE Bid Schedule

B0020 15101-0000 MOBILIZATION LPSM ALL

B0040 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

B0060 15301-0000 CONTRACTOR QUALITY CONTROL 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 350 150 800 600 100 100 400 500 150 3,150

B0140 15801-0000 WATERING FOR DUST CONTROL MGAL 526 1,205 592 122 72 889 255 805 207 316 885 5,874

B0160 20402-0000 SUBEXCAVATION CUYD 925 577 98 1,600

B0180 20411-0000 SELECT BORROW TON 1,809 1,113 78 3,000

B0200 20701-0300 SEPARATION-STABILIZATION

GEOTEXTILE, CLASS 1, TYPE C

(NONWOVEN) (SUBEXCAVATION) SQYD 1,515 973 62 2,550

B0220 20703-2000 GEOGRID, STABILIZATION SQYD 1,515 908 77 2,500

B0240 25101-0200 PLACED RIPRAP, METHOD A,

CLASS 2 (ENERGY DISSIPATOR) CUYD 13 11 24

B0260 25101-0200 PLACED RIPRAP, METHOD A,

CLASS 2 (RIPRAP HEADWALL) CUYD 18 18 5 6 8 55

B0280 25101-0200 PLACED RIPRAP, METHOD A,

CLASS 2 CUYD 15 15

B0300 30202-2000 ROADWAY AGGREGATE, METHOD 2

(C ROADS) TON 205 465 235 160 275 235 20 415 2,010

B0320 30202-2000 ROADWAY AGGREGATE, METHOD 2

(D ROADS) TON 85 315 400

B0340 30202-2000 ROADWAY AGGREGATE, METHOD 2

(L-ROADS) TON 455 455

B0360 30302-6000 ROADWAY RECONDITIONING LNFT 23,179 54,648 26,083 5,386 3,168 39,178 11,246 35,482 9,134 14,309 52,008 273,821 Contract Quantity

B0380 31101-4000 STABILIZED AGGREGATE SURFACE Contract Quantity

COURSE, CALCIUM CHLORIDE,

IN-PLACE AGGREGATE (L-02 ROAD) MILE 4.230 4.230

B0400 31103-3000 STABILIZED AGGREGATE SURFACE

COURSE, CALCIUM CHLORIDE,

IMPORTED AGGREGATE (C ROADS) TON 13,918 31,251 15,662 3,234 1,902 23,524 6,753 21,305 117,549

B0420 31103-3000 STABILIZED AGGREGATE SURFACE

COURSE, CALCIUM CHLORIDE,

IMPORTED AGGREGATE (D ROADS) TON 5,485 8,183 13,668

B0440 31103-3000 STABILIZED AGGREGATE SURFACE

COURSE, CALCIUM CHLORIDE,

IMPORTED AGGREGATE (L ROADS) TON 17,817 17,817

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

9- M ar -2

:3

A M

I:

\C on tr ac t\

C on st ru ct io n C on tr ac ts \P

R O

JE

C

TS

\M T

D A R

7(

1)

M in ut em an M is sl e B as e R oa ds

7\

PR

_L

O A _E

E\ [m t-d2

1_ Es tim at e-

_S ig no ff _S ch ed ul eB

.x ls x] Sh ee t

STATE PROJECT

B.3DAR 2017(1)MT

C-02 C-03 C-04 C-05 C-06 C-07 C-08 C-10 D-01 D-08 L-02 ALLOWANCE Bid Schedule

B0460 31110-0000 CALCIUM CHLORIDE TON 248 557 279 58 34 419 120 380 98 146 510 2,849

B0480 60201-1000 36-INCH PIPE CULVERT LNFT 88 60 148

B0500 60201-1200 48-INCH PIPE CULVERT LNFT 50 50

B0520 60202-0400 24-INCH EQUIVALENT DIAMETER

ARCH OR ELLIPTICAL PIPE

CULVERT LNFT 44 44

B0540 60202-0600 36-INCH EQUIVALENT DIAMETER

ARCH OR ELLIPTICAL PIPE

CULVERT LNFT 46 46

B0560 60202-0700 42-INCH EQUIVALENT DIAMETER

ARCH OR ELLIPTICAL PIPE

CULVERT LNFT 42 42

B0580 60202-0800 48-INCH EQUIVALENT DIAMETER

ARCH OR ELLIPTICAL PIPE

CULVERT LNFT 160 160

B0600 60202-1000 60-INCH EQUIVALENT DIAMETER

ARCH OR ELLIPTICAL PIPE

CULVERT LNFT 40 46 86

B0620 60211-1000 END SECTION FOR 36-INCH

EQUIVALENT DIAMETER ARCH OR

ELLIPTICAL PIPE CULVERT EACH 1 1

B0640 60704-0000 CLEANING CULVERT IN PLACE EACH 4 1 1 14 1 1 2 24

B0660 60705-0000 REPAIRING DRAINAGE STRUCTURE

(C-04 ROAD) EACH 1 1

B0680 60705-0000 REPAIRING DRAINAGE STRUCTURE EACH 1 5 4 1 2 13

B0700 61921-1000 REMOVE AND RESET FENCE LNFT 20 80 100

B0720 62201-0300 DUMP TRUCK, 12 CUBIC YARD

MINIMUM CAPACITY HOUR 100

B0740 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT

MINIMUM RATED CAPACITY

BUCKET, 24-INCH WIDTH HOUR 100

B0760 62201-2050 ROLLER HOUR 40

B0780 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM

BLADE HOUR 120

B0800 62301-0000 GENERAL LABOR HOUR 40

B0820 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

B0840 63509-1000 TEMPORARY TRAFFIC CONTROL,

FLAGGER FXHR 360 680 300 60 60 540 140 460 120 200 500 3,420

B0860 63511-0100 TEMPORARY TRAFFIC CONTROL,

RAILROAD FLAGGER CTSM ALL

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

9- M ar -2

:3

A M

I:

\C on tr ac t\

C on st ru ct io n C on tr ac ts \P

R O

JE

C

TS

\M T

D A R

7(

1)

M in ut em an M is sl e B as e R oa ds

7\

PR

_L

O A _E

E\ [m t-d2

1_ Es tim at e-

_S ig no ff _S ch ed ul eB

.x ls x] Sh ee t

(2

SUMMARY OF QUANTITIES - Schedule B

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.4DAR 2017(1)MT

C-02 C-03 C-04 C-05 C-06 C-07 C-08 C-10 D-01 D-08 L-02 M-06 ALLOWANCE Bid Schedule

C0020 15101-0000 MOBILIZATION LPSM ALL

C0040 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

C0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

C0080 15401-0000 CONTRACTOR TESTING LPSM ALL

C0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

C0120 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 350 150 800 600 100 100 400 500 150 350 3,500

C0140 15801-0000 WATERING FOR DUST CONTROL MGAL 526 1,205 592 122 72 889 255 805 207 316 885 958 6,832

C0160 20402-0000 SUBEXCAVATION CUYD 925 577 98 1,600

C0180 20411-0000 SELECT BORROW TON 1,809 1,113 78 3,000

C0200 20701-0300 SEPARATION-STABILIZATION

GEOTEXTILE, CLASS 1, TYPE C

(NONWOVEN) (SUBEXCAVATION) SQYD 1,515 973 62 2,550

C0220 20703-2000 GEOGRID, STABILIZATION SQYD 1,515 908 77 2,500

C0240 25101-0200 PLACED RIPRAP, METHOD A,

CLASS 2 (ENERGY DISSIPATOR) CUYD 13 11 24

C0260 25101-0200 PLACED RIPRAP, METHOD A,

CLASS 2 (RIPRAP HEADWALL) CUYD 18 18 5 6 8 55

C0280 25101-0200 PLACED RIPRAP, METHOD A,

CLASS 2 CUYD 15 15

C0300 30110-0000 AGGREGATE SURFACE COURSE (M

ROADS) TON 25,363 25,363

C0320 30202-2000 ROADWAY AGGREGATE, METHOD 2

(C ROADS) TON 205 465 235 160 275 235 20 415 2,010

C0340 30202-2000 ROADWAY AGGREGATE, METHOD 2

(D ROADS) TON 85 315 400

C0360 30202-2000 ROADWAY AGGREGATE, METHOD 2

(L-ROADS) TON 455 455

C0380 30202-2000 ROADWAY AGGREGATE, METHOD 2

(M ROADS) TON 610 610

C0400 30302-6000 ROADWAY RECONDITIONING LNFT 23,179 54,648 26,083 5,386 3,168 39,178 11,246 35,482 9,134 14,309 52,008 42,240 316,061 Contract Quantity

C0420 31101-4000 STABILIZED AGGREGATE SURFACE Contract Quantity

COURSE, CALCIUM CHLORIDE,

IN-PLACE AGGREGATE (L-02 ROAD) MILE 4.230 4.230

C0440 31103-3000 STABILIZED AGGREGATE SURFACE

COURSE, CALCIUM CHLORIDE,

IMPORTED AGGREGATE (C ROADS) TON 13,918 31,251 15,662 3,234 1,902 23,524 6,753 21,305 117,549

SUMMARY OF QUANTITIES - Schedule C

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

9- M ar -2

:3

A M

I:

\C on tr ac t\

C on st ru ct io n C on tr ac ts \P

R O

JE

C

TS

\M T

D A R

7(

1)

M in ut em an M is sl e B as e R oa ds

7\

PR

_L

O A _E

E\ [m t-d2

1_ Es tim at e-

_S ig no ff _S ch ed ul eC

.x ls x] Sh ee t

STATE PROJECT

B.5DAR 2017(1)MT

Schedule

C0460 31103-3000 STABILIZED AGGREGATE SURFACE

COURSE, CALCIUM CHLORIDE,

IMPORTED AGGREGATE (D ROADS) TON 5,485 8,183 13,668

C0480 31103-3000 STABILIZED AGGREGATE SURFACE

COURSE, CALCIUM CHLORIDE,

IMPORTED AGGREGATE (L ROADS) TON 17,817 17,817

C0500 31110-0000 CALCIUM CHLORIDE TON 248 557 279 58 34 419 120 380 98 146 510 2,849

C0520 60201-1000 36-INCH PIPE CULVERT LNFT 88 60 148

C0540 60201-1200 48-INCH PIPE CULVERT LNFT 50 50

C0560 60202-0400 24-INCH EQUIVALENT DIAMETER

ARCH OR ELLIPTICAL PIPE

CULVERT LNFT 44 44

C0580 60202-0600 36-INCH EQUIVALENT DIAMETER

ARCH OR ELLIPTICAL PIPE

CULVERT LNFT 46 46

C0600 60202-0700 42-INCH EQUIVALENT DIAMETER

ARCH OR ELLIPTICAL PIPE

CULVERT LNFT 42 42

C0620 60202-0800 48-INCH EQUIVALENT DIAMETER

ARCH OR ELLIPTICAL PIPE

CULVERT LNFT 160 160

C0640 60202-1000 60-INCH EQUIVALENT DIAMETER

ARCH OR ELLIPTICAL PIPE

CULVERT LNFT 40 46 86

C0660 60211-1000 END SECTION FOR 36-INCH

EQUIVALENT DIAMETER ARCH OR

ELLIPTICAL PIPE CULVERT EACH 1 1

C0680 60704-0000 CLEANING CULVERT IN PLACE EACH 4 1 1 14 1 1 2 3 27

C0700 60705-0000 REPAIRING DRAINAGE STRUCTURE

(C-04 ROAD) EACH 1 1

C0720 60705-0000 REPAIRING DRAINAGE STRUCTURE EACH 1 5 4 1 2 3 16

C0740 61921-1000 REMOVE AND RESET FENCE LNFT 20 80 100

C0760 62201-0300 DUMP TRUCK, 12 CUBIC YARD

MINIMUM CAPACITY HOUR 100

C0780 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT

MINIMUM RATED CAPACITY

BUCKET, 24-INCH WIDTH HOUR 100

C0800 62201-2050 ROLLER HOUR 40

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

9- M ar -2

:3

A M

I:

\C on tr ac t\

C on st ru ct io n C on tr ac ts \P

R O

JE

C

TS

\M T

D A R

7(

1)

M in ut em an M is sl e B as e R oa ds

7\

PR

_L

O A _E

E\ [m t-d2

1_ Es tim at e-

_S ig no ff _S ch ed ul eC

.x ls x] Sh ee t

(2

SUMMARY OF QUANTITIES - Schedule C

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.6DAR 2017(1)MT

Schedule

C0820 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM

BLADE HOUR 120

C0840 62301-0000 GENERAL LABOR HOUR 40

C0860 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

C0880 63509-1000 TEMPORARY TRAFFIC CONTROL,

FLAGGER FXHR 360 680 300 60 60 540 140 460 120 200 500 460 3,880

C0900 63511-0100 TEMPORARY TRAFFIC CONTROL,

RAILROAD FLAGGER CTSM ALL

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

9- M ar -2

:3

A M

I:

\C on tr ac t\

C on st ru ct io n C on tr ac ts \P

R O

JE

C

TS

\M T

D A R

7(

1)

M in ut em an M is sl e B as e R oa ds

7\

PR

_L

O A _E

E\ [m t-d2

1_ Es tim at e-

_S ig no ff _S ch ed ul eC

.x ls x] Sh ee t

(3

SUMMARY OF QUANTITIES - Schedule C

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.7DAR 2017(1)MT

1 4.39 1 10.35 1 4.94 1 1.02 1 0.60 1 7.42 1 2.13 1 6.72 1 1.73 1 2.71

42.01 2 4.23 1 5.62

51.86 3 8.00

59.86

[1] Quantities are based on the following:

1. 50 MGAL/mile for roadway reconditioning, dust control, and in-place aggregate stabilization.

2. 0.022 MGAL/TON for imported surface course aggregate.

[2] Quantity represents material for road approaches.

Quantities based on the following:

1. 15 TON/approach for private approaches.

2. 10 TON/approach for farm field approaches.

3. 40 TON/approach for public approaches.

4. 60 TON/approach for missile launch facility approaches.

[3] Quantities are based on 1.93 TON/CUYD.

[4] Calcium chloride quantities based on 1.85% by dry weight of item 31103-3000 for Typical Section No. 1 and 1.50% by unit weight of in-place aggregate for Typical Section No. 2.

[5] See Sheets C.3 - C.5.

TYPICAL SECTION QUANTITIES

D-08 Schedule A Total

L-02 L-02

Schedule B Total

C-08 C-10

4.230

Schedule C Total M-06

Road Number

C-02 C-03 C-04 C-05 C-06 C-07

Item 30202-2000 Roadway aggregate, method 2 (M Roads) [2] [3]

APPROACH QUANTITIES

Schedule C Total

Road Number

L-02 Schedule B Total

M-06

C-08 C-10 D-01 D-08

Schedule A Total

C-02 C-03 C-04 C-05

13,668

13,668

117,549

9,134 35,482

25,363 25,363

(TON)

(TON)

4.230

400 610

4,989 0

D-01

42,240

Item 30202-2000 Roadway aggregate, method 2

(L Roads) [2] [3]

117,549273,821

117,549 2,84917,817

17,8174.230

39,178

(TON)

0.000

Item 31103-3000 Stabilized aggregate surface course, calcium chloride, imported aggregate

(L Roads) [3]

(TON)

Item 31103-3000 Stabilized aggregate surface course, calcium chloride, imported aggregate

(D Roads) [3]

(TON)

5,485

(MGAL)

15,662 3,234

26,083 5,386

2,010

C-06 C-07

Item 31103-3000 Stabilized aggregate surface course, calcium chloride, imported aggregate

(C Roads) [3]

21,305

Item 30202-2000 Roadway aggregate, method 2

(C Roads) [2] [3]

11,246

3,168

Miles

2,8490

14,309

2,010

6,832

2,010

Typical No. [5]

5,874

(TON)

316,061

22,334

(LNFT)

29,674

Item 31110-0000 Calcium chloride [4]

(TON)

Item 30202-2000 Roadway aggregate, method 2

(D Roads) [2] [3]

6,753

31,251

23,524

13,918

Item 30302-6000 Roadway reconditioning

221,813

54,648

Item 31101-4000 Stabilized aggregate surface course, calcium chloride, in-place aggregate (L-02 Road)

(MILE)

1,902

Item 30110-0000 Aggregate surface course (M Roads) [3]

(TON)

1,205

Item 15801-0000 Watering for dust control [1]

(TON)

23,179

13,668 0 2,339

1468,183

FOOTNOTE:

17,817

STATE PROJECT

DAR 2017(1) C.1MT

F:

\h ig hw ay s\

FH

W A\

_m t-d2

1_

D A R

\D es ig n\ Ty pi ca l S ec ti on s\ [m t-

-F eb

-2

2:

P

M N

B

EL

L 1/

B

TH

O

M

PS

O N

2/

D es ig ne d

C he ck ed b y:

NUMBER

TABULATION OF TYPICAL

SECTION QUANTITIES

(LNFT)

C-03 200 C-03 200 C-03 50 D-01 300

[1] Quantities are based on 1.93 TON/CUYD.

[2] See Sheet C.7.

Schedules A, B, & C Total 1,502 2,901 2,488 2,423

FOOTNOTE:

M.P. 6.59 - 6.60 101 196 149 149 M.P. 1.47 - 1.53 577 1,113 973 908

M.P. 6.45 - 6.49 412 796 683 683

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

M.P. 6.28 - 6.32 412 796 683

SUBEXCAVATION QUANTITIES [2]

Road Number

Location Length Item 20402-0000 Subexcavation

Item 20411-0000 Select borrow [1]

Item 20701-0300 Separation-stabilization geotextile, class 1, type C (nonwoven)

(subexcavation)

Item 20703-2000 Geogrid, stabilization

STATE PROJECT

DAR 2017(1) C.2MT

F:

\h ig hw ay s\

FH

W A\

_m t-d2

1_

D A R

\D es ig n\ Ty pi ca l S ec ti on s\ [m t- 7-

Fe b-

0:

A

M N

B

EL

L 1/

B

TH

O

M

PS

O N

2/

D es ig ne d

C he ck ed b y:

NUMBER

TABULATION OF TYPICAL

SECTION QUANTITIES

C.3

STATE PROJECT

F e b

A

M ft p .1

.1

.2 s td p la n m t-d c a .d g n

U

S I n t2

D

T h o m p s e c k e d b y

B s ig n e d b y

1:3

Travel lane Travel lane

1:3

LC

Existing Slope

Existing Slope li m it s

C o n s tr u c ti o n li m it s

C o n s tr u c ti o n

Original ground

FOOTNOTE:

Roadway reconditioning

TYPICAL SECTIONS

4" compacted depth calcium chloride, imported aggregate, Stabilized aggregate surface course, NO SCALE

[1] 5% Crown + 1/2% [1]5% Crown + 1/2%

NOTE:

1. See Sheet C.1 for quantities.

[2]3' [2]3' [4] [3]9' min. - 12' max. [4] [3]9' min. - 12' max.

(4" AGGREGATE STABILIZATION)

TYPICAL SECTION NO. 1

allowed may require excess material removal. See Section D.

Roads with additional travel lane beyond the maximum[4]

Taper at a rate of 25:1 between widths. See Sheet C.6.

Adjust to match existing road width as approved. [3]

Ensure drainage down to existing ditch.

Remove 3 feet of foreslope vegetation and slope to drain.[2] a maximum of 8% superelevation.

Superelevate roadway on curves to a minimum of 5% and[1]

C.4

F e b

P

M ft p .1

.1

.2 s td p la n m t-d c b .d g n

U

S I n t2

D

T h o m p s e c k e d b y

B s ig n e d b y

FOOTNOTE:

TYPICAL SECTIONS

NO SCALE

NOTE:

1. See Sheet C.1 for quantities.

Travel lane Travel lane

LC

Existing Slope

Existing Slope li m it s

C o n s tr u c ti o n li m it s

C o n s tr u c ti o n

[1] 5% Crown + 1/2% [1]5% Crown + 1/2%

[2]3' [2]3'

4" compacted depth calcium chloride, in-place aggregate, Stabilized aggregate surface course, aggregate surface

Top of existing calcium chloride stabilized

Original ground

Roadway reconditioning

SCHEDULES B & C

L-02 ROAD, M.P. 0.02 - 4.25

(IN-PLACE STABILIZATION)

[4]TYPICAL SECTION NO. 2

[3]9' min. - 12' max. [3]9' min. - 12' max.

See Section 311.[4]

Taper at a rate of 25:1 between widths. See Sheet C.6.

Adjust to match existing road width as approved. [3]

Ensure drainage down to existing ditch.

Remove 3 feet of foreslope vegetation and slope to drain.[2] a maximum of 8% superelevation.

Superelevate roadway on curves to a minimum of 5% and[1]

C.5

F e b

A

M ft p .1

.1

.2 s td p la n m t-d c e .d g n

U

S I n t2

D

T h o m p s e c k e d b y

B s ig n e d b y

FOOTNOTE:

TYPICAL SECTIONS

NO SCALE

NOTE:

1. See Sheet C.1 for quantities.

allowed may require excess material removal. See Section D.

Roads with additional travel lane beyond the maximum[4]

Taper at a rate of 25:1 between widths. See Sheet C.6.

Adjust to match existing road width as approved. [3]

Ensure drainage down to existing ditch.

Remove 3 feet of foreslope vegetation and slope to drain.[2] a maximum of 8% superelevation.

Superelevate roadway on curves to a minimum of 5% and[1]

1:3

Travel lane Travel lane

1:3

LC

Existing Slope

Existing Slope li m it s

C o n s tr u c ti o n li m it s

C o n s tr u c ti o n

Roadway reconditioning

[1] 5% Crown + 1/2% [1]5% Crown + 1/2%

[2]3' [2]3' [4] [3]9' min. - 12' max. [4] [3]9' min. - 12' max.

Original ground

4" compacted depth

Aggregate surface course, SCHEDULE C

M-06 ROAD, M.P. 0.01 - 8.01

(4" AGGREGATE SURFACING)

TYPICAL SECTION NO. 3

C.6

F e b

A

M ft p .1

.1

.2 s td p la n m t-d c c .d g n

U

S I n t2

D

T h o m p s e c k e d b y

B s ig n e d b y

TYPICAL DETAILS

CONNECTION WITH NONPAVED ROADWAYS

AT THE BEGINNING AND END OF

TYPICAL TREATMENT OF GRAVEL SECTIONS

PROFILE

PROFILE

d e p th s u r fa c in g

B e g in E n d f u

25:1 Taper

25:1 Taper

TYPICAL TAPER

PLAN

LC

FOOTNOTE:

NO SCALE

or paved roadway

Existing structure e x is ti n g w id th

V a r ia b le e x is ti n g w id th

V a r ia b le

Profile grade grade line

Existing road surfacing section

Match mainline surfacing section

Match mainline

Profile grade

[2]50' min.

[2]50' min.

grade line

[1]Existing road

CATTLE GUARDS TO REMAIN IN-PLACE, AND PAVED INTERSECTIONS

TYPICAL TREATMENT AT EXISTING BRIDGES, RAILROAD CROSSINGS,

[3]Imported surface aggregate

See Sheets C.3 - C.5 for aggregate surfacing type.[3] structures and existing roadways as approved.

Adjust transition length to provide a smooth transition to[2] surfacing.

Do not measure excavation and disposal of gravel profile grade from existing grade to the depth shown.

intersecting roadway or from the structure. Taper

Excavate existing gravel surfacing from the edge of [1]

[3]Surface aggregate

NO SCALE

LC

Travel lane Travel lane

Existing centerline

FOOTNOTE:

NOTE:

Original ground

1:

21:2

B E

G I N S

U B

E X

C A

V A

T I O

N

E N

D S

U B

E X

C A

V A

T I O

N

SUBEXCAVATION PROFILE

DETAILS

SUBEXCAVATION

stabilization

Geogrid, Ex ist ing S lop e

Ex ist in g

Sl op e section

Surfacing stabilization

Geogrid, 24" compacted depth

Select borrow, 24" compacted depth

Select borrow, 24" Subexcavation depth

[1]Surfacing section

[1]Varies

Cross slope [1] Cross slope [1]

[1]Varies

1. See Sheet C.2 for approximate locations and quantities.

2. Stake locations and lengths of subexcavation in field for approval prior to starting work. Adjust or add locations and types to meet field conditions.

grade

Profile

S u b e x c a v a ti o n d e p th

[2

[2 class 1, type C (nonwoven) (subexcavation)

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

Separation-stabilization geotextile, SUBEXCAVATION DETAIL

[1] See Sheet C.3.

[2] Daylight to drain as approved. Do not excavate beyond existing ditch bottom.

C.7

STATE PROJECT

NUMBER

P e b r u a r y

I n t_ ft h ig h w a y s F

H W

A m t-d

D A

R D e s ig n T y p ic a l S e c ti o n s m t-d c d .d g

T h o m p s

B

C h e c k e d b y

D e s ig n e d b

C-03 9.08 RT

C-07 1.97 LT

C-07 5.53

[1] For scour hole embankment as approved. Quantity based on 1.93

TON/CUYD.

Bud Pederson (406) 538-1301

(406) 788-9246

FOOTNOTE:

Jay Kinsey

1620 Airport Rd, Lewistown, MT 59457

Item 20411-0000 Select borrow [1]

(TON)

6932 Goddard Dr., Bldg. 165, Rm. 153, Malmstrom AFB, MT 59402

ROADWAY QUANTITIES

C-08, C-10 C-02, C-03, C-04, C-05, C-06, C-07, C-08, C-10, D-01, D-08, L-02, M-06

Phone #Contact

UTILITY CONTACT INFORMATION

(406) 670-0884

(406) 538-3465

(406) 538-1201

Road Number

(406) 394-2786

(406) 394-2751

C-02, C-03, C-04, C-05, C-06, C-07, C-08, C-10, D-01, D-08, L-02, M-06

Roy Craven

Schedule A, B, & C Total

Address

Triangle Communications

Company

Item 61921-1000 Remove and reset fence

(LNFT)

M.P.

Scott Leeds Bruce Kudrna

Jason Bales (406) 791-3300 D-08 Central Montana Rail, Inc. 100 W. Railroad Ave., Denton, MT 59430 (406) 567-2223

C-04, M-06 BNSF Railway 620 5th Ave. SW, Great Falls, MT 59404 Carla Allen

M-06 CenturyLink Communications, Inc. 1021 Chestnut St., Helena, MT 59601 Brent Bushnell

Brian Tomlinson

(406) 366-4853

(406) 441-7649 C-03, C-04, C-06, C-07, D-01, D-08, L-02, M-06 Monte Obert/Guy Johnson84423 US HWY 87, Lewistown, MT 59457Fergus Electric Cooperative, Inc.

(406) 231-2139C-10 Front Range Pipeline, LLC (CHS Inc.) 543 W. Dry Creek Rd., Buffalo, MT 59418

C-03 Express Pipeline (Spectra Energy) Suite 352, 800 Werner Ct., Casper, WY 82601

C-10 Phillips 66 Pipeline LLC

P.O. Box 1140, Havre, MT 59501

USAF - Malmstrom Cable Affairs

8 3rd Street N, Great Falls, MT 59403

(406) 731-2459

Zayo Group

C-02, C-03, C-04, C-05, C-06, C-10, D-01, D-08, L-02, M-06 Montana Department of Transportation

Road Number

302 South Dawes St., Lewistown, MT 59457

Bost Industrial Site, Bldg. 1501, Lewistown, MT 59457 JD Puckett

NorthWestern Energy Noah Davis

Matt AugerC-02, C-03, C-04, C-05, C-06, C-07, C-08, C-10, D-01, D-08, L-02, M-06

STATE PROJECT

DAR 2017(1) D.1MT

F:

\h ig hw ay s\

FH

W

A\

_m t-d2

1_ D

A R

\D es ig n\ Pl an a nd P ro fil e\ [m t-

-F eb

-2

2:

P

M N

B

EL

L 1/

B

TH

O

M

PS

O N

2/

D es ig ne d by

C he ck ed b y:

NUMBER

TABULATION OF PLAN

QUANTITIES

ft p .1

.1

.2 s td p la n m t-d la

C .d g n

I n t_ ft

D

D.2

STATE PROJECT

F e b

T h o m p s

B

C h e c k e d b y

D e s ig n e d b y

NO SCALE

NOTE:

E n d P r o je c t

M .P .0

M .P .0

M .P .0

M .P .0

M .P .0

P r iv a te A p p r

L T

M .P .0

F a r m F ie ld A p p r

L T

M .P .7

P r iv a te A p p r

L T

M .P .0

F a r m F ie ld A p p r

R T

M .P .6 a r m F ie ld A p p r

L T

M .P .0

P r iv a te A p p r

L T

M .P .0

P r iv a te A p p r

R T

M .P .0 r m F ie ld A p p r

L T

M .P .9

P r iv a te A p p r

L T

M .P .1

P r iv a te A p p r

R T

M .P .1 iv a te A p p r

R T

M .P .9 r m F ie ld A p p r

L T

M .P .0 fo r

C u lv e t n s tr u c t

E n e r g y D is s ip a to r L

T

M .P .5 fo r

C u lv e r t

C o n s tr u c t

E n e r g y D is s ip a to r L

T

M .P .5

M is s il e L a u n c h F a c il it y C

M is s il e L a u n c h F a c il it y A p p r

L T

M .P .3 and dispose of according to Section 203.

Remove and haul excess material off site according to Section 622

5. Remove excess travel lane or shoulder material as approved.

4. See Sheet D.1 for utility contact information.

3. See Sheet C.1 for typical section ranges and quantities.

2. All culverts are existing unless otherwise noted.

and radii as approved.

1. Gravel existing approaches and turnouts to match existing widths

B e g in P r o je c t

M .P .0

B e g in T y p ic a l

N o

M .P .3

E n d T y p ic a l

N o

C o n s tr u c t

E n e r g y D is s ip a to r L

T

L T R

T

C o n s tr u c t

R ip r a p H e a d w a ll

D ia m e te r P ip e A r c h

R e p la c e w it h

E q u iv a le n t

M .P .5

SCHEDULES A, B, & C

LINE GRAPH

C-02 ROAD

.1

.1

.2 s td p la n m t-d lb

C .d g n

I n t_ ft

D

D.3

STATE PROJECT

F e b

T h o m p s

B

C h e c k e d b y

D e s ig n e d b y

NOTE:

NO SCALE

C le a n C u lv e r t i n P la c e

M .P .3

R e p la c e w it h

P ip e C u lv e r t

M .P .2

C le a n C u lv e r t i n P la c e

M .P .1

C le a n C u lv e r t i n P la c e

M .P .2

M .P .0

M .P .0

M .P .0

M .P .0

M .P

R p la c e w it h

P ip e C u lv e r t

M .P .5

M .P .0

M .P .0

M .P .0

M .P .0

M .P .0

2. All culverts are existing unless otherwise noted.

existing widths and radii as approved.

1. Gravel existing approaches and turnouts to match

P u b li c A p p r

L T

M .P .5

F a r m F ie ld A p p r

L T

M .P .4

P u b li c A p p r

R T

M .P .5 r m F ie ld A p p r

L T

M .P .5

P u b li c A p p r

R T

M .P .8 b li c A p p r

L T

M .P .4

P u b li c A p p r

R T

M .P iv a te A p p r

R T

M .P .7 r m F ie ld A p p r

R T

M .P .4 iv a te A p p r

R T

M .P r m F ie ld A p p r

R T

M .P r m F ie ld A p p r

L T

M .P .8

F a r m F ie ld A p p r

R T

M .P r m F ie ld A p p r

R T

M .P b li c A p p r

R T

M .P r m F ie ld A p p r

L T

M .P .6

P u b li c A p p r

R T

M .P

T f o r

C u lv e r ts

L T R

T a n d E n e r g y D is s ip a to r

C o n s tr u c t

R ip r a p H e a d w a s

.P .4

C le a n C u lv e r t in P la c e

M .P ia m e te r P ip e A r c p la c e w it h

E q u iv a le n t

M .P .1

FOOTNOTE:

See Sheet C.7.[1]

S u b e x c a v a ti

.4

.4

S u b e x c a v a ti

.2

.3

S u b e x c a v a ti

.5

.6

D ia m e te r P ip e A r c h e s

R e p la c e w it h

E q u iv a le n t

M .P .6

D ia m e te r P ip e A r c h

R e p la c e w it h

E q u iv a le n t

M .P .1 and dispose of according to Section 203.

Remove and haul excess material off site according to Section 622

5. Remove excess travel lane or shoulder material as approved.

4. See Sheet D.1 for utility contact information.

3. See Sheet C.1 for typical section ranges and quantities.

B e g in P r o je c t

M .P .0

B e g in T y p ic a l N o

SCHEDULES A, B, & C

C-03 ROAD

.1

.1

.2 s td p la n m t-d lc

C .d g n

I n t_ ft

D

D.4

STATE PROJECT

F e b

T h o m p s

B

C h e c k e d b y

D e s ig n e d b y

NO SCALE

NOTE:

M .P .0

M .P .0

P r iv a te A p p r

L T

M .P .5

M is s il e L a u n c h F a c il it y C

M is s il e L a u n c h F a c il it y A p p r

L T

M .P .3

FOOTNOTE:

dissipator construction.

Fill scour hole with select borrow as approved prior to energy[1] and dispose of according to Section 203.

Remove and haul excess material off site according to Section 622

5. Remove excess travel lane or shoulder material as approved.

4. See Sheet D.1 for utility contact information.

3. See Sheet C.1 for typical section ranges and quantities.

2. All culverts are existing unless otherwise noted.

and radii as approved.

1. Gravel existing approaches and turnouts to match existing widths

E n d P r o je c t

M .P .3

E n d T y p ic a l

N o

R e m o v e a n d R e s e t

F e n c e fo r

C u lv e ts n s tr u c t

E n e r g y D is s ip a to r R

T

M .P .0

SCHEDULES A, B, & C

LINE GRAPH (CONT.)

C-03 ROAD

.1

.1

.2 s td p la n m t-d ld

C .d g n

I n t_ ft

D

D.5

STATE PROJECT

F e b

T h o m p s

B

C h e c k e d b y

D e s ig n e d b y

NOTE:

x is ti n g R a il r o a d C r o s s in g

M .P .4

S tr u c tu r e

R e p a ir D r a in a g e

M .P .1

M .P .0

M .P .0

C le a n C u lv e r t i n P la c e

M .P .0

M .P .0

M .P .0

M .P .0

F a r m F ie ld A p p r

L T

M .P .5

F a r m F ie ld A p p r

R T

M .P b li c A p p r

L T

M .P .6

P r iv a te A p p r

R T

M .P r m F ie ld A p p r

R T

M .P b li c A p p r

R T

M .P b li c A p p r

R T

M .P r m F ie ld A p p r

L T

M .P .5

M is s il e L a u n c h F a c il it y C

M is s il e L a u n c h F a c il it y A p p r p la c e w it h

P ip e C u lv e r t

M .P .6

4. See Sheet D.1 for utility contact information.

3. See Sheet C.1 for typical section ranges and quantities.

2. All culverts are existing unless otherwise noted.

and radii as approved.

1. Gravel existing approaches and turnouts to match existing widths

S tr u c tu r e

C R o a d

R e p a ir D r a in a g e

M .P .9

B e g in P r o je c t

M .P .0

B e g in T y p ic a l

N o

E n d P r o je c t

M .P .9

E n d T y p ic a l

N o

SCHEDULES A, B, & C

C-04 ROAD

.1

.1

.2 s td p la n m t-d le

C .d g n

I n t_ ft

D

D.6

STATE PROJECT

F e b

T h o m p s

B

C h e c k e d b y

D e s ig n e d b y

NO SCALE

NOTE:

F a r m F ie ld A p p r

R T

M .P .2

.0

P u b li c A p p r

L T

M .P .0

M is s il e L a u n c h F a c il it y C

M is s il e L a u n c h F a c il it y A p p r

.0

F a r m F ie ld A p p r

R T

M .P b li c A p p r

R T

M .P

4. See Sheet D.1 for utility contact information.

3. See Sheet C.1 for typical section ranges and quantities.

2. All culverts are existing unless otherwise noted.

and radii as approved.

1. Gravel existing approaches and turnouts to match existing widths

B e g in P r o je c t

M .P .0

B e g in T y p ic a l

N o

E n d P r o je c t

M .P .0

E n d T y p ic a l

N o

SCHEDULES A, B, & C

C-05 ROAD

.1

.1

.2 s td p la n m t-d lf

C .d g n

I n t_ ft

D

D.7

STATE PROJECT

F e b

T h o m p s

B

C h e c k e d b y

D e s ig n e d b y

NO SCALE

B e g in P r o je c t

NOTE:

P r iv a te A p p r

L T

M .P iv a te A p p r

L T

M .P .0

P u b li c A p p r

L T

M .P r m F ie ld A p p r

R T

M .P iv a te A p p r

L T

M .P .5

M is s il e L a u n c h F a c il it y C

M is s il e L a u n c h F a c il it y A p p r

R T

M .P .6

M .P .0

P u b li c A p p r

R T

M .P .0

P r iv a te A p p r

R T

M .P le a n C u lv e r t i n P la c e

M .P .1

P r iv a te A p p r

R T

M .P and dispose of according to Section 203.

Remove and haul excess material off site according to Section 622

5. Remove excess travel lane or shoulder material as approved.

4. See Sheet D.1 for utility contact information.

3. See Sheet C.1 for typical section ranges and quantities.

2. All culverts are existing unless otherwise noted.

and radii as approved.

1. Gravel existing approaches and turnouts to match existing widths

M .P .0

B e g in T y p ic a l

N o

E n d P r o je c t

M .P .6

E n d T y p ic a l

N o

SCHEDULES A, B, & C

C-06 ROAD

.1

.1

.2 s td p la n m t-d lg

C .d g n

I n t_ ft

D

D.8

STATE PROJECT

F e b

T h o m p s

B

C h e c k e d b y

D e s ig n e d b y

NO SCALE

NOTE:

P r iv a te A p p r

L T

M .P .0

C le a n C u lv e r t i n P la c e

M .P .0

C le a n C u lv e r t i n P la c e

M .P .8

C le a n C u lv e r t in P la c e

M .P .4

C le a n C u lv e r t i n P la c e

M .P .6

C le a n C u lv e r t i n P la c e

M .P .4

S tr u c tu r e

R e p a ir D r a in a g e

M .P .5

C le a n C u lv e r t i n P la c e

M .P .7

F a r m F ie ld A p p r

L T

M .P .8

C le a n C u lv e r t i n P la c e

M .P .1

S tr u c tu r e

R e p a ir D r a in a g e

M .P .2

C le a n C u lv e r t i n P la c e

M .P .5

F a r m F ie ld A p p r

R T

M .P r m F ie ld A p p r

L T

M .P .8

P r iv a te A p p r

R T

M .P .3 tr u c tu r e

R e p a ir D r a in a g e

M .P .1

F a r m F ie ld A p p r

R T

M .P

.0

C le a n C u lv e r t i n P la c e

M .P .6

C le a n C u lv e r t i n P la c e

M .P .8

C le a n C u lv e r t i n P la c e

M .P .9

M .P .0

P r iv a te A p p r

L T

M .P .6

C le a n C u lv e r t i n P la c e

M .P .8

P r iv a te A p p r

R T

M .P r m F ie ld A p p r

L T

M .P .9

M .P .0

M .P .0

M .P .0

M .P .0

P r iv a te A p p r

R T

M .P u c tu r e

R e p a ir D r a in a g e

M .P .5

P r iv a te A p p r

L T

M .P .5

F a r m F ie ld A p p r

L T

M .P .3

P r iv a te A p p r

L T

M .P .4

C le a n C u lv e r t i n P la c e

M .P .3

C le a n C u lv e r t i n P la c e

M .P .4

F a r m F ie ld A p p r

L T

M .P .0

M .P .0

M .P .0

M .P .0

M is s il e L a u n c h F a c il it y C

M is s il e L a u n c h F a c il it y A p p r u c tu r e

R e p a ir D r a in a g e

M .P .1

FOOTNOTE:

See Sheet F.4.[1]

R e m o v e a n d R e s e t

F e n c e L

T

D ia m e te r P ip e A r c h

R e p la c e w it h

E q u iv a le n t

M .P .9 and dispose of according to Section 203.

Remove and haul excess material off site according to Section 622

Reestablish ditch where approved according to Section 303.

6. C-07 Road has sections of cut slopes with minimal ditches.

and dispose of according to Section 203.

Remove and haul excess material off site according to Section 622

5. Remove excess travel lane or shoulder material as approved.

4. See Sheet D.1 for utility contact information.

3. See Sheet C.1 for typical section ranges and quantities.

2. All culverts are existing unless otherwise noted.

and radii as approved.

1. Gravel existing approaches and turnouts to match existing widths

L T R

T

R e m o v e a n d R e s e t

F e n c e

C o n s tr u c t

R ip r a p H e a d w a ll R

T

C o n s tr u c t

R ip r a p P r o te c ti o n R

T

D ia m e te r P ip e A r c h

R e p la c e w it h

E q u iv a le n t

M .P g in P r o je c t

M .P .0

B e g in T y p ic a l

N o

E n d P r o je c t

M .P .4

E n d T y p ic a l

N o

SCHEDULES A, B, & C

C-07 ROAD

.1

.1

.2 s td p la n m t-d lh

C .d g n

I n t_ ft

D

D.9

STATE PROJECT

F e b

T h o m p s

B

C h e c k e d b y

D e s ig n e d b y

NO SCALE

NOTE:

C le a n C u lv e r t in P la c e

M .P .0

F a r m F ie ld A p p r

L T

M .P .6

F a r m F ie ld A p p r

R T

M .P

.0

M .P .0

M .P .0 and dispose of according to Section 203.

Remove and haul excess material off site according to Section 622

Reestablish ditch where approved according to Section 303.

5. C-08 Road has sections of cut slopes with minimal ditches.

4. See Sheet D.1 for utility contact information.

3. See Sheet C.1 for typical section ranges and quantities.

2. All culverts are existing unless otherwise noted.

and radii as approved.

1. Gravel existing approaches and turnouts to match existing widths

B e g in P r o je c t

M .P .0

B e g in T y p ic a l

N o

E n d P r o je c t

M .P .1

S ta b il iz e d A g g r e g a te

S ta r t o f

E x is ti n g C a C l-

E n d T y p ic a l

N o

SCHEDULES A, B, & C

C-08 ROAD

.1

.1

.2 s td p la n m t-d li

C .d g n

I n t_ ft

D

D.10

STATE PROJECT

F e b

T h o m p s

B

C h e c k e d b y

D e s ig n e d b y

NO SCALE

NOTE:

M .P .9

F a r m F ie ld A p p r

L T

M .P .2

F a r m F ie ld A p p r

L T

M .P .6

P u b li c A p p r

R T

M .P r m F ie ld A p p r

R T

M .P r m F ie ld A p p r

R T

M .P r m F ie ld A p p r

L T

M .P .4

F a r m F ie ld A p p r

R T

M .P b li c A p p r

R T

M .P

.0

P r iv a te A p p r

R T

M .P r m F ie ld A p p r

L T

M .P .9

M .P .0

F a r m F ie ld A p p r

L T

M .P .0

M .P .0

P r iv a te A p p r

R T

M .P b li c A p p r

L T

M .P .9

M .P .0

M .P .0

M .P .0

P r iv a te A p p r

R T

M .P b li c A p p r

R T

M .P r m F ie ld A p p r

R T

M .P r m F ie ld A p p r

L T

M .P .6

P r iv a te A p p r

R T

M .P iv a te A p p r

R T

M .P is s il e L a u n c h F a c il it y C

M is s il e L a u n c h F a c il it y A p p r

L T

M .P .7

M .P .0

M .P .0

S tr u c tu r e

R e p a ir D r a in a g e

M .P .5

F a r m F ie ld A p p r

R T

M .P r m F ie ld A p p r

L T

M .P .7

S tr u c tu r e

R e p a ir D r a in a g e

S tr u c tu r e

R e p a ir D r a in a g e

M .P .1

L T R

T f o r

P ip e C u lv e r t

C o n s tr u c t

R ip r a p H e a d w a ll s

S tr u c tu r e

R e p a ir D r a in a g e

M .P .5

D ia m e te r P ip e A r c h

R e p la c e w it h

E q u iv a le n t

M .P .4 and dispose of according to Section 203.

Remove and haul excess material off site according to Section 622

Reestablish ditch where approved according to Section 303.

6. C-10 Road has sections of cut slopes with minimal ditches.

and dispose of according to Section 203.

Remove and haul excess material off site according to Section 622

5. Remove excess travel lane or shoulder material as approved.

4. See Sheet D.1 for utility contact information.

3. See Sheet C.1 for typical section ranges and quantities.

2. All culverts are existing unless otherwise noted.

and radii as approved.

1. Gravel existing approaches and turnouts to match existing widths

B e g in P r o je c t

M .P .0

B e g in T y p ic a l

N o

E n d P r o je c t

M .P .7

E n d T y p ic a l

N o

SCHEDULES A, B, & C

C-10 ROAD

.1

.1

.2 s td p la n m t-d lj

D .d g n

I n t_ ft

D

D.11

STATE PROJECT

F e b

T h o m p s

B

C h e c k e d b y

D e s ig n e d b y

NO SCALE

NOTE:

M is s il e L a u n c h F a c il it y D

M is s il e L a u n c h F a c il it y A p p r

.0

P r iv a te A p p r

L T

M .P .1

M .P .0

F a r m F ie ld A p p r

R T

M .P

FOOTNOTE:

See Sheet C.7.[1]

S u b e x c a v a ti

.4

.5

4. See Sheet D.1 for utility contact information.

3. See Sheet C.1 for typical section ranges and quantities.

2. All culverts are existing unless otherwise noted.

and radii as approved.

1. Gravel existing approaches and turnouts to match existing widths

B e g in P r o je c t

M .P .0

B e g in T y p ic a l

N o

E n d P r o je c t

M .P .7

E n d T y p ic a l

N o

D-01 ROAD

.1

.1

.2 s td p la n m t-d lk

D .d g n

I n t_ ft

D

D.12

STATE PROJECT

F e b

T h o m p s

B

C h e c k e d b y

D e s ig n e d b y

NO SCALE

NOTE:

S tr u c tu r e

R e p a ir D r a in a g e

M .P .8

F a r m F ie ld A p p r

L T

M .P .6

F a r m F ie ld A p p r

R T

M .P iv a te A p p r

L T

M .P .3

P u b li c A p p r

L T

M .P .6

P u b li c A p p r

R T

M .P a n C u lv e r t i n P la c e

M .P .3

F a r m F ie ld A p p r

L T

M .P .4

P r iv a te A p p r

L T

M .P .6

P u b li c A p p r

R T

M .P x is ti n g R a il r o a d C r o s s in g

M .P .1

P r iv a te A p p r

L T

M .P .4

P u b li c A p p r

R T

M .P s il e L a u n c h F a c il it y D

M is s il e L a u n c h F a c il it y A p p r

L T

M .P .7

M .P .0

F a r m F ie ld A p p r

R T

M .P

.0

M .P .0

F a r m F ie ld A p p r

L T

M .P .0

4. See Sheet D.1 for utility contact information.

3. See Sheet C.1 for typical section ranges and quantities.

2. All culverts are existing unless otherwise noted.

and radii as approved.

1. Gravel existing approaches and turnouts to match existing widths

B e g in P r o je c t

M .P .0

B e g in T y p ic a l

N o

E n d P r o je c t

M .P .7

E n d T y p ic a l

N o

L T R

T

C o n s tr u c t

R ip r a p H e a d w a ll

D ia m e te r P ip e A r c h

R e p la c e w it h

E q u iv a le n t

M .P .9

SCHEDULES A, B, & C

D-08 ROAD

.1

.1

.2 s td p la n m t-d ll

L .d g n

I n t_ ft

D

D.13

STATE PROJECT

F e b

T h o m p s

B

C h e c k e d b y

D e s ig n e d b y

NO SCALE

B e g in P r o je c t

E n d P r o je c t

NOTE:

M .P .0

M .P .0

S tr u c tu r e

R e p a ir D r a in a g e

M .P .0

M .P .0

M .P .0

M .P .0

M .P .0

C le a n C u lv e r t i n P la c e

M .P .1

C le a n C u lv e r t i n P la c e

M .P .4

M .P .0

M .P .0

M .P .0

M .P .0

M .P .0

FOOTNOTE:

M .P .0

B e g in T y p ic a l

N o

M .P .8

E n d T y p ic a l

N o

SCHEDULES B & C

LINE GRAPH

L-02 ROAD

I n s ta ll

P ip e C u lv e r t

M .P u c tu r e

R e p a ir D r a in a g e

M .P iv a te A p p r

R T

M P b li c A p p r

L T

M P .2

P u b li c A p p r

L T

M P .2

P r iv a te A p p r

R T

M P iv a te A p p r

L T

M P .4

P u b li c A p p r

R T

M P iv a te A p p r

R T

M P r m F ie ld A p p r

R T

M P r m F ie ld A p p r

L T

M P .3

F a r m F ie ld A p p r

L T

M P .9

F a r m F ie ld A p p r

L T

M P .1

P r iv a te A p p r

R T

M P b li c A p p r

L T

M .P .3

P u b li c A p p r

L T

M .P .2

P r iv a te A p p r

L T

M .P .5

P r iv a te A p p r

L T

M .P .0

F a r m F ie ld A p p r

L T

M .P .9

P r iv a te A p p r

L T

M .P .4

P r iv a te A p p r

L T

M .P .3

F a c il it y L s il e L a u n c il it y A p p r

R T

M is s il e L a u n r m F ie ld A p p r

L T

M .P .5

4. See Sheet D.1 for utility contact information.

3. See Sheet C.1 for typical section ranges and quantities.

2. All culverts are existing unless otherwise noted.

and radii as approved.

1. Gravel existing approaches and turnouts to match existing widths

Stop Typical No. 2 prior to intersection.[2]

Align culvert with natural drainage pattern as approved.[1]

E n d T y p ic a l

N o g in T y p ic a l

N o

.1

.1

.2 s td p la n m t-d ln

M .d g n

I n t_ ft

D

D.14

STATE PROJECT

F e b

T h o m p s

B

C h e c k e d b y

D e s ig n e d b y

NO SCALE

NOTE:

S tr u c tu r e

R e p a ir D r a in a g e

M .P .0

F a r m F ie ld A p p r

L T

M .P .2

P r iv a te A p p r

L T

M .P .5

P r iv a te A p p r

L T

M .P .2

P r iv a te A p p r

R T

M .P iv a te A p p r

L T

M .P .4

P r iv a te A p p r

L T

M .P .6

P r iv a te A p p r

L T

M .P .8

F a r m F ie ld A p p r

R T

M .P

.0

F a r m F ie ld A p p r

R T

M .P r m F ie ld A p p r

L T

M .P .9

P r iv a te A p p r

R T

M .P

.0

P u b li c A p p r

L T

M .P .9

P u b li c A p p r

R T

M .P

.0

P u b li c A p p r

R T

M .P

.0

M .P .0

M .P .0

P r iv a te A p p r

L T

M .P .2

P u b li c A p p r

R T

M .P iv a te A p p r

L T

M .P .6

P r iv a te A p p r

L T

M .P .1

P r iv a te A p p r

R T

M .P

.0

M .P .0

P u b li c A p p r

R T

M .P

.0

M .P .0

P u b li c A p p r

R T

M .P a n

C u lv e r ts i n P la c e

M .P .0

E x is ti n g R a il r o a d C r o s s in g

M .P .0

S tr u c tu r e s

R e p a ir

D r a in a g e

M .P .9

4. See Sheet D.1 for utility contact information.

3. See Sheet C.1 for typical section ranges and quantities.

2. All culverts are existing unless otherwise noted.

and radii as approved.

1. Gravel existing approaches and turnouts to match existing widths

C h lo r id e S ta b il iz e d A g g r e g a te

B e g in o f

E x is ti n g C a lc iu m

M .P .9

B e g in P r o je c t

M .P .0

B e g in T y p ic a l

N o

E n d P r o je c t

M .P .0

E n d T y p ic a l

N o

SCHEDULE C

LINE GRAPH

M-06 ROAD

P r iv a te A p p r

L T

M .P .6

P r iv a te A p p r

R T

M .P iv a te A p p r

L T

M .P .4

P r iv a…