mt-d-malm202301_DAR2023(1)_Plans_STAMPED.pdf

BRENT L COE Digitally signed by BRENT L COE Date: 2023.06.09 15:08:58 -07'00'

TP

BH

CUYD

culv.

CUFT

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

min.

MGAL

max.

matl.

M.P.

M.L.

monument minimum thousand gallon maximum material mile post main line

W

RIP

DI

G W G WV

CP GPS

36 31

36 31

N

E

N 1000EL. 1234.56

TP

TP

SEC.

SEC.

NO SCALE

θs Ø ∆c spiral central angle diameter curve central angle total central angle approach ahead average daily traffic abutment appr.

AH

ADT

abut.

between bearing bridge balance point bench mark back face back btwn brg.

br.

BP

BM

b.f.

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

NOTE:

1.

on the appropriate plan sheet.

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

W west drwg(s).

dist.

diaph.

dia.

DHV

D exp. jt.

exc.

EW

EQ or eq.

EOP

emb.

elev.

El. 94.16 e.f.

e E expansion joint excavation edge of water equation edge of pavement embankment elevation elevation in feet each face superelevation rate east drawing(s) distance diaphragm diameter design hourly volume diameter galv.

ga.

galvanized gage (gauge) jt.

IE

ID

joint invert elevation inside diameter ftg.

flg.

fin.

f.f.

footing flange finish front face

LW

lt. or LT Ls

LPSM

long.

LNFT

lat.

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

STS

struc.

stiff.

stgr.

std.

STA, Sta.

ST

SS

SRS

SQYD

SQFT

spa.

SLRY

shldr.

sect.

SC

SADT

S 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

KSI

square inch thousand pounds per pvmt.

PT

PST

PSC

PSI

PSF

PS

POT

POS

POC

pl.

PI

PCS

PCC

PC

pavement point of tangent point of spiral to tangent point of spiral to curve pounds per square inch pounds per square foot 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

OHWM

OG

OD

o. to o.

o.c.

ordinary high water mark original ground outside diameter out to out on center

NC

N normal crown north

A A

DI

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

Section Line

Section Corner (Found, Projected)

Control Point (Terrestrial and GPS)

Gas & Water Meter; Gas & Water Valve

Flagpole; Fire Hydrant

Cooking Grate; Garbage Can; Picnic Table

Boulder; Well; Antenna; Grave

Above Ground Tank; Underground Tank

Spot Elevation; Coordinate Grid Tick

Material Source; Bore Hole; Test Pit

Treeline; Individual Trees

Spring or Seep

Section Line 4

Section Corner (Found, Projected) 4

Section Line 16

Section Corner (Found, Projected)16

Property Line

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

BLM Lands Boundary

Indian Reservation Boundary

Existing Roadway (Paved, Gravel)

Railroad

Trail

Fiber Roll

Silt Fence

Sandbag

Intermittent Drainage or Small Creek

Large Creek or River

Lake, Pond or Reservior; Marshland

North Arrow

Slope Stake Limits Top of Cut

Toe of Fill

Construction Limits

Bottom of Ditch

Fence

Gate with Fence

Cattleguard

Guardrail

Concrete Barrier and Guard Wall

Retaining Wall wall face

Signs (single, double post; portable)

Delineators

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Pipe Culvert with Drop Inlet

Box Culvert

Underdrain

Overhead/Above Ground Utilities

Underground Utilities

Light, Support w/Anchor) Poles (Power, Telephone, Joint Use, Miscellaneous Utility Features

Building

Right-of-Way Line

Permanent Easement

Construction Easement

Riprap

- no symbol -

Section A-A

EXISTING PROPOSED

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, TP = telephone pedestal, TV = CATV pedestal,

- no symbol -

DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

11/2001 DETAIL APPROVED FOR USE

6/2022

10/2014 10/2009 1/2007 9/2005 REVISED: 101-1W

WFLHD DETAIL

ABBREVIATIONS

PLAN SYMBOLS AND

:0

P

M

J a n u a ry

D e t W

-1 rp a -h ln -0

\s h a re d \h ig h w a y s \F

H W

A \2 m t-d -m a lm

D

A R

\D

G N

\G e n e ra l In fo rm a ti o n \m t-d -m a lm a b .d g n

PROJECT

NUMBER

SHEET

A.2

MT DAR MALM 2023(1)

N

1 0.5 0 1 2

SCALE IN MILES

M.P. 0.00

SCHEDULES A, B, & C

BEGIN K-04 ROAD WORK

K-04

M.P. 1.95

SCHEDULES A, B, & C

END K-04 ROAD WORK

M.P. 0.01

SCHEDULES A, B, & C

BEGIN K-03 ROAD WORK

M.P. 7.44

SCHEDULES A, B, & C

END K-03 ROAD WORK

K-03

MONTANA

MONTANA

DEBUFF RD

U P P E

R N I H I L L R

D

P R

O N

G H

O R

N R

D

UPPER NIHILL RDUPPER NIHILL RD

LOWER NIHILL RD

L O

W E

R N I H I L L R

D

HEDGESVILLE RD

HEDGESVILLE

3 Miles

To Harlowton

M ile s

To H a rl o w to n

24 Miles

To Ryegate

M il e s

T o J u d it h G a p

Long. = 109° 45' 56" W

Lat. = 46° 29' 24" N

109° 45' 56" W

46° 29' 24" N

109° 37' 09" W

46° 29' 50" N

109° 30' 01" W

46° 27' 29" N

109° 29' 13" W

46° 28' 30" N

B N S F

B N S F

B N S F

B N S F

ROBERTS CREEK

CARELESS CREEK

B L A

K E C

R E E

K

G A

L L

O W

A Y C

R E

E K

T I

M B

E R C

R E

E K

ROBERTS CREEK

R O

B E

R T S C

R E E

K

E A S T F

O R

K

C A

R E

L E S

S C

R E

E K

ALKALI CREEK

MUSSELSHELL RIVER

CARELESS CREEK

:4

J a n u a r y

U n ti tl e d

R

P A

H

L N

\S h a r e d \h ig h w a y s \F

H W

A \2 m t-d m a lm

D

A R

\D

G N

\G e n e r a l

I n f o r m a ti o n \m t-d m a lm a d K

K

.d g n

K-03 & K-04 ROADS

VICINITY MAP

PROJECT

A.3

SCALE IN MILES

M.P. 2.85

SCHEDULES A, B, & C

END K-07 ROAD WORK

M.P. 0.02

SCHEDULES A, B, & C

BEGIN K-07 ROAD WORK

ANTELOPE RD

S S

H A

W M

U T R

D

CANAL RD

D

EAD

M

ANS

RD

M U

D C

R E E

K R

D

B O

X C

A R T

R A I L

S

SH

AW

M

UT

RD

W H

E A

T L

A N

D C

O

G O

L D

E N V

A L L E

Y C

O

SHAWMUT

MONTANA

8 Miles

To Rygate

10 Miles

To Harlowton

K 7109° 31' 28" W

46° 20' 35" N

109° 31' 40" W

46° 18' 10" N

M

USSELSHELL RIVER

MUSSELSHELL RIVER

DEADM

ANS BASIN SUPPLY CANAL

DEADMANS BASIN

RESERVOIR

MUD

CREEK

:5

J a n u a r y

U n ti tl

R

P A

H

L N

\S h a r e d

\h ig h w a y s \F

H W

A \2 m t-d m a lm

D

A R

\D

G N

\G e n e r a l

I n f o r m a ti o n \m t-d m a lm a e K

.d g n

K-07 ROAD

VICINITY MAP

PROJECT

A.4

TWO DOT

1 0.5 0 1 2

SCALE IN MILES

M.P. 6.90

SCHEDULES A, B, & C

END K-10 ROAD WORK

M.P. 5.41

SCHEDULES B & C

END K-09 ROAD WORK

M.P. 0.01

SCHEDULES B & C

BEGIN K-09 ROAD WORK

M.P. 0.01

SCHEDULES A, B, & C

BEGIN K-10 ROAD WORK

MONTANA

MONTANA

H A

Y M

A K

E R R

D

J O

H N R

D M

E X I C

E

X I C

A N J

O H

N R

D

TWO MILE RD

C L Y

D E S R

D

D A

L G

A R

N O L

N

M E

X I C

A N J

O H

N R

D

O L D G

A P R

D

LOWER N HILL RD

O L

D G

A P R

D

L O

D E R

D

L O

D E R

D

JENKINS RD

M il e s

To J u d it h G a p

K-09

K-09

K

K

K

HARLOWTON

109° 59' 48" W

46° 29' 24" N

109° 56' 46" W

46° 26' 46" N

109° 53' 34" W

46° 32' 00" N

109° 51' 47" W

46° 26' 23" N

K-10 and K-11 material disposal site

Wheatland County Shop

ValenciaValencia

M E

X

IC

A N

JO

H N C

R E E

K

B

IG

C

O U

LE

E

H O

P L E

Y C

R E E

K

TWODOT CANAL

TWODOT CANAL

T W

O D

O T C

A N

A L

MUSSELSHELL RIVER

MUSSELSHELL RIVER

A N

T E L O

P E C

R E E

K

H O P L E Y C

R E E K

A N

T E L O P E C

R E E

K

M

UD

CREEK

C R

E E

K M

IL

T

O N

:5

A p r il

U n ti tl r p a h ln

\s h a r e d \h ig h w a y s \F

H W

A \2 m t-d m a lm

D

A R

\D

G N

\G e n e r a l

I n f o r m a ti o n \m t-d m a lm a f K

K

.d g n

K-09 & K-10 ROADS

VICINITY MAP

PROJECT

A.5

SCALE IN MILES

K

K

K

M il e s

T o H a r lo w to n

O L

D G

A P R

D

OKA RD

O K

A R

D

JELLIS

O

N

TR

L

L O

D E R

D

L O

D E R

D

LODE RD

JENKINS RD

D A

L G

A R

N O L

N

M E

X I C

A N J

O H

N R

D

H A

Y M

A K

E R R

D

RANCH RD

HAYMAKER

OLAF RD

M.P. 0.00

SCHEDULES A, B, & C

BEGIN K-11 ROAD WORK

M.P. 8.49

SCHEDULES A, B, & C

END K-11 ROAD WORK

109° 58' 39" W

46° 36' 00" N

109° 53' 34" W

46° 32' 00" N

A N T E

LO

P E C

R E E K

A N

T E L O P E C

R E E

K

R O

B E R T S C

R E E

K

B

IG

C

O U L E E

H O

P L E

Y C

R E

E K

WEST FORK HOPLEY CREEK

H O P

LE

Y C

R E E K

M

ID

D

LE

FO

H O

P L E

Y C

R E

E K

E A

S T F

O

X

IC

A N

JO

H N C

R E E

K

:0

J a n u a r y

U n ti tl

R

P A

H

L N

\S h a r e d

\h ig h w a y s \F

H W

A \2 m t-d m a lm

D

A R

\D G

N \G e n e r a l

I n f o r m a ti o n

\m t-d m a lm a g

K

.d g n

K-11 ROAD

VICINITY MAP

PROJECT

A.6

W H E A T L A N D C O U N T Y

1 0.5 0 1 2

SCALE IN MILES

M.P. 6.39

SCHEDULE C

END L-06 ROAD WORK

M.P. 7.15

SCHEDULE C

END L-05 ROAD WORK

2 Miles

To Judith Gap

109° 30' 48" W

46° 33' 47" N

M.P. 0.01

SCHEDULE C

BEGIN L-05 ROAD WORK

109° 31' 40" W

46° 39' 00" N

109° 38' 26" W

46° 35' 13" N

109° 37' 09" W

46° 39' 55" N

M.P. 0.01

SCHEDULE C

BEGIN L-06 ROAD WORK

L

L

P R

O N

G H

O R

N R

D

L I V I N

G S

P R I N

G S R

D

B E

R C

A I L R

D

G A L L O

W A

Y C

R E E

K R

D

L U

C A

S R

D

R E

D F

O X R

D

G L E

N N I E L

N

JUDITH GAP RD

LAMMERS LN

L

IT

T L E C

A R E L E S S

M E

Y E

R S R

D

T I M

B E

R C

R E

E K R

D

B L A

K E C

R E E

K R

D

J U

D I T

H G

A P R

D

OXFORD RD

C R E E K R

D

Oxford

B N S F

Oxford

B N S F

S P R

IN

G C

R E E

K

C A

R E L E S S C

R E E

K

L

IT

T L E C

A R

E L E S S C

R E E

K

B E R

C A

IL

C

R E E K

T

IM

B E

R C

R E E

K

G A

L L O

W A

Y C

R E E

K

W E S

T G

A L L O

W A

Y C

R E E

K

B L A

K E C

R E E

K

E A

S T F

O R

K R

O B

E R

T S C

R E

E K

:1

J a n u a r y

U n ti tl

R

P A

H

L N

\S h a r e d \h ig h w a y s \F

H W

A \2 m t-d m a lm

D

A R

\D

G N

\G e n e r a l

I n f o r m a ti o n \m t-d m a lm a i_

L L

.d g n

L-05 & L-06 ROADS

VICINITY MAP

PROJECT

A.7

W H E A T L A N D C O U N T Y

C O U N T Y

GAP

JUDITH

M O U N T A I N S N

1 0.5 0 1 2

SCALE IN MILES

MONTANA

M il e s

T o H a r lo w to n

M il e s

T o H o b s o n

W

HEATLAND CO.

JUD

ITH BASIN CO

FERGUS CO.

JUDITH GAP

WHEATLAND CO.

F E

R G

U S C

O

J U

D I T

H B

A S I N C

O

M.P. 7.09

SCHEDULES B & C

END L-08 ROAD WORK

109° 52' 19" W

46° 40' 43" N

109° 45' 16" W

46° 40' 14" N

M.P. 0.03

SCHEDULES B & C

BEGIN L-08 ROAD WORK

J U

D I T

H G

A P R

D

G O

P H

E R L

N

N E

L S

O N R

D

O L

D G

A P R

D

O K

A R

D

BREWINGTON RDLINE RD

LODE RD

OLD GAP RD

OKA RD

LODE RD

SAWMILL RD

COYOTE LN

C E

M E

T E

R Y R

D

C L Y

D E S R

D

L-08

STEPHENS LN

GAUGLER RANCH RD

B N S F

B N

S F

B N S F

B N

S F

E A

S T F

O R

K R

O B

E R

T S C

R E

E K

OKA COULEE

S T E P H E N S G

U L C

H

ROSS FORK CREEK

RED B

LUFF C

REEK

R O

B E R T S C

R E E K

M E A

D C

R E E K

A N T E L O P E C

R E E K

R O

B E R T S C

R E E K

:2

J a n u a r y

U n ti tl r p a h ln

\s h a r e d \h ig h w a y s \F

H W

A \2 m t-d m a lm

D

A R

\D

G N

\G e n e r a l

I n f o r m a ti o n \m t-d m a lm a j_

L .d g n

L-08 ROAD

VICINITY MAP

PROJECT

A.8

M Line E Item

Pay Item Pay Item Description Unit

Number N No. K-03 D

AlO0O 15101-0000 MOBILIZATION LPSM

A1002 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM

A1004 15301-0000 CONTRACTOR QUALITY CONTROL LPSM

A1006 15401-0000 CONTRACTOR TESTING LPSM

A1008 15501-0000 CONSTRUCTION SCHEDULE LPSM

A1010 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 7,700

A1012 15801-0000 WATERING FOR DUST CONTROL MGAL 980

Al014 20101-0000 CLEARING AND GRUBBING ACRE 2.7

Al016 20301-1900 REMOVAL OF PIPE CULVERT EACH 5

A1018 20302-0700 REMOVAL OF FENCE LNFT 5,500

A1020 20401-0000 ROADWAY EXCAVATION CUYD 2,146

A1022 20403-0000 UNCLASSIFlED BORROW CUYD 14,956

A1024 30202-2000 ROADWAY AGGREGATE, METHOD 2

(K ROADS) TON 205

! A1026 30302-6000 ROADWAY RECONDITIONING LNFT 33,264

0 A1028 30302-6000 ROADWAY RECONDITIONING

M N

(AGGREGATE REMOVAL) LNFT

! A1030 31103-3000 STABILIZED AGGREGATE SURFACE

I COURSE, CALCIUM CHLORIDE,

IMPORTED AGGREGATE (K ROADS) TON 19,082

� Al034 31110-0000 CALCIUM CHLORIDE TON 340

A1036 60201-0800 24-INCH PIPE CULVERT LNFT 270

A1038 60202-0600 36-INCH EQUIVALENT DIAMETER

ARCH OR ELLIPTICAL PIPE 0

CULVERT LNFT 100 I

M

A1040 60704-0000 CLEANING CULVERT IN PLACE EACH N

A1042 60705-0000 REPAIRING DRAINAGE STRUCTURE EACH 1

A1044 61901-0900 FENCE, BARBED WIRE, 4 STRAND LNFT 5,511

I

A1046 61902-2500 GATE, BARBED WIRE, 4-STRAND EACH 2

A1048 61921-1000 REMOVE AND RESET FENCE LNFT 1,470

A1050 62201-0300 DUMP TRUCK, 12 CUBIC YARD �

� HOUR 1

5 .:

HOUR

� HOUR �

HOUR

MINIMUM CAPACITY

A1052 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT

MINIMUM RATED CAPACITY

BUCKET, 24-INCH WIDTH

A1054 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM

BLADE

A1056 62301-0000 GENERAL LABOR

MileStone: SIGNOFF Date Completed: 05/31/23 Report Date: 05/31/23

SUMMARY OF QUANTITIES - Schedule A

Sheet and Description

K-04 K-07 K-09 K-10 K-11 L-05 L-06 L-08

120 120 100

142 222 540 658

230 250 285 290

10,296 14,942 39,547

36,379 5,280

4,909 8,192 19,945 24,097

88 146 356 430

3 3

1 4 7 ll r� 1it �' � � t

� ¥� �L-□' i\ MA ,K'V['lP ��

�".'§ ;�)'11n\"1i �JJ ◄

�"��2 I I

PROJECT

SHEET

NUMBER

MT DAR MALM 2023(1) B.1

Estimated Quantities

Remarks and/or Determination of

Bid Estimated Quantity Schedule

ALL

ALL

ALL

ALL

ALL

8,040

2,542

2.7

5,500

2,146 Contract Quantity

14,956

1,260

98,049 Contract Quantity

Contract Quantity

41,659

76,225

1,360

5,511

1,470

E Item N No.

A1058

A1060

A1062

A1064

Pay Item

Number

62405-0300

62502-0000

63501-0000

63506-0500

Pay Item Description

PLACING CONSERVED TOPSOIL,

4-INCH DEPTH

TURF ESTABLISHMENT (DRY

METHOD)

TEMPORARY TRAFFIC CONTROL

TEMPORARY TRAFFIC CONTROL,

FLAGGER

MileStone: SIG NO FF Date Completed: 05/31/23 Report Date: 05/31/23

Unit

SQYD

SQYD

LPSM

HOUR

SUMMARY OF QUANTITIES - Schedule, A

Sheet and Description 1------.------,-----r-------.----�------r----.------.------,,------r-------.----�----1

K-03 K-04 K-07 K-09 K-10 K-11 L-05 L-06 L-08

13,275 45 180 315

13,275 45 180 315

900 100 180 400 440

PROJECT

SHEET

NUMBER

MT DAR MALM 2023(1) B.2

Estimated

Quantities

Bid

Schedule

13,815

13,815

ALL

2,020

Remarks and/or

Determination of

Estimated Quantity

PROJECT

NUMBER

SUMMARY OF QUANTITIES - Schedule B MT DAR MALM 2023(1) B.3

A Sheet and Description Estimated

M Line Quantities

Remarks and/or E Item

Pay Item Pay Item Description Unit Determination of

Number N No. K-03 K-04 K-07 K-09 K-10 K-11 L-05 L-06 L-08 Bid Estimated Quantity

D Schedule

B1000 15101-0000 MOBILIZATION LPSM ALL

B1002 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

B1004 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

B1006 15401-0000 CONTRACTOR TESTING LPSM ALL

B1008 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

B1010 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 7,700 120 120 200 100 540 8,780

B1012 15801-0000 WATERING FOR DUST CONTROL MGAL 980 142 222 423 540 658 395 3,360

B1014 20101-0000 CLEARING AND GRUBBING ACRE 2.7 2.7

B1016 20301-1900 REMOVAL OF PIPE CULVERT EACH s s

B1018 20302-0700 REMOVAL OF FENCE LNFT 5,500 5,500

B1020 20401-0000 ROADWAY EXCAVATION CUYD 2,146 2,146 Contract Quantity

B1022 20403-0000 UNCLASSIFIED BORROW CUYD 14,956 14,956

B1024 25101-0200 PLACED RIPRAP, METHOD A,

CLASS 2 (RIPRAP HEADWALL) � CUYD 14 14

! 81026 25101-0300 PLACED RIPRAP, METHOD A,

0 CLASS 3 (RIPRAP HEADWALL) CUYD 16 16

M N

B1028 30202-2000 ROADWAY AGGREGATE, METHOD 2

! (K ROADS) TON 205 230 250 255 285 290 1,515

I B1030 30302-6000 ROADWAY RECONDITIONING LNFT 33,264 10,296 14,942 28,512 39,547 37,277 163,838 Contract Quantity

B1032 30302-6000 ROADWAY RECONDITIONING Contra ct Quantity

� (AGGREGATE REMOVAL) LNFT 36,379 5,280 41,659

E

B1034 31103-3000 STABILIZED AGGREGATE SURFACE

COURSE, CALCIUM CHLORIDE,

IMPORTED AGGREGATE (IL ROADS) TON 9,859 9,859 0

B1038 31103-3000 STABILIZED AGGREGATE SURFACE

I

M

COURSE, CALCIUM CHLORIDE, N

IMPORTED AGGREGATE (IK ROADS) TON 19,082 4,909 8,192 15,632 19,945 24,097 91,857

B1042 31110-0000 CALCIUM CHLORIDE TON 340 88 146 279 356 430 375 2,014

I

B1044 60201-0800 24-INCH PIPE CULVERT LNFT 270 270

B1046 60202-0600 36-INCH EQUIVALENT DIAMETER

ARCH OR ELLIPTICAL PIPE �

CULVERT LNFT 100 100 1

5 B1048 60704-0000 CLEANING CULVERT IN PLACE EACH 4 3 3 10 .: /'

B1050 60705-0000 REPAIRING DRAINAGE STRUCTURE EACH 1 1 1 4 7 �,Nri��, 14

B1052 61901-0900 FENCE, BARBED WIRE, 4 STRAND LNFT 5,511 � � �

�f 5,511

B1054 61902-2500 GATE, BARBED WIRE, 4-STRAND EACH 2 w� I ��-'h, 2 :;: MJI Uc !V�!IP� Cl. B1056 61921-1000 REMOVE AND RESET FENCE LNFT 1,470 1,470 � .1 �: 111- -•- ■-n '·�'"' .Mi

��;Q.JAL� MileStone: SIGNOIFF Date Completed: 05/31/23 Report Date: 05/31/23

E Item

Pay Item Pay Item Description Unit

N No.

Number

D K-03

B1058 62201-0300 DUMP TRUCK, 12 CUBIC YARD

MINIMUM CAPACITY HOUR

B1060 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT

MINIMUM RATED CAPACITY

BUCKET, 24-INCH WIDTH HOUR

B1062 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM

BLADE HOUR

B1064 62301-0000 GENERAL LABOR HOUR

B1066 62405-0300 PLACING CONSERVED TOPSOIL,

4-INCH DEPTH SQYD 13,275

B1068 62502-0000 TURF ESTABLISHMENT (DRY

METHOD) SQYD 13,275

B1070 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM

B1072 63506-0500 TEMPORARY TRAFFIC CONTROL,

FLAGGER HOUR 900

M N

I" E

!!!z "' 0 �

I

M N i 1!

E

I g

I �

Cl.

n

MileStone: SIG NO FF Date Completed: 05/31/23 Report Date: 05/31/23

SUMMARY OF QUANTITIES - Schedule B

Sheet and Description

K-04 K-07 K-09 K-10 K-11 L-05 L-06 L-08

45 45 180 315

45 45 180 315

100 180 280 400 440 320

PROJECT

SHEET

NUMBER

MT DAR MALM 2023(1) B.4

Estimated Quantities

Remarks and/or

Determination of Bid Estimated Quantity

Schedule

13,860

13,860

ALL

2,620

-- / �ollri �i;' � .

�c; ��� �1,� 1 } l �p- .��I

��:�1

PROJECT SHEET

SUMMARY OF QUANTITIES - Schedule C MT DAR MALM 2023(1) B.5

A M Line Pay Item

Number E Item Pay Item Description N No.

D

Cl000 15101 -0000 MOBI LIZATIO N

C1002 1520 1 -0000 CONST RUCTION SURVEY AND

STAKING

C100 4 15301-0000 CONTRACTOR QUALITY CONT ROL

C1006 15 401-0000 CONTRACTOR TEST ING

C1008 15501 -0000 CONSTRUCTION SCHEDULE

Cl0lO 15705 -1400 SOIL EROSION CONTRO L, FIBER

ROLL

C1012 15801-0000 WATERING FOR DUST CONTROL

C1014 20101-0000 C LEARING AND GRUBBING

C 1016 20301 -1900 REMOVAL OF PIPE CULVERT

C 1018 20302 -0700 REMOVAL OF FENCE

Unit

LPSM

LPSM

LPSM

LPS M

LPSM

LNFT

MGAL

ACR E

EACH

LNFT

Sheet and Description 1-------r-------r--------.----..-------r-------r--------.----..-------r-------r--------.----..-------1

K-03 K-04 K-07 K-09 K-10 K-11 L-05 L-06 L-08

7,700 120 120 200 100 100 540 980 142 222 423 540 658 392 350 395 2.7

5,500

Estimated Quantities

Bid Schedule

ALL

ALL

ALL

ALL

ALL

8,880 4,102

2.7

5,500

Remarks and/or Determination of

Estimated Quantity

C102G 20 401-0000 ROADWAY EXC AV ATION CUYD 2,146 2,146 Contract Quantity

C1022 20403 -0000 UNCLASSIFIED BOR ROW

C1024 25101-0200 PLACED RIPR AP, METH OD A,

CLASS 2 (RIPRAP HEADW ALL)

j C1026 2 5101-0300 P LA CE D RIPRAP, METHOD A, � CLASS 3 (RIPR AP HEA DWALL)

CUYD

CUYD

CUYD

14,956 14,956

14 14

16 16 21---------------------------------------------------------------------------------------------

� C1028 3 0202 - 2000 R OA DWAY AGGREGAT E, METHOD 2

! (K ROADS) TON 205 230 250 255 285 290 1,515

i---C -1-0-30--+-3- 0_ 3_0_2_-6_0_0_0-+-R-O_A_D_W_A_ Y_R-EC_O_N_D _lT_I_O_N_I _N_G __ --+-_L_ N_FT _____ 3 _3,-2-6-4--

1-0-,2- 9- 6 -+---l-4,-9 -4-2__._2_8_,5_ 1_2_....._ _____ 3_9_,5_4_ 7_.....__3_7,-6-9-9__._3_3_

,6_8_6_.....__3_7, -2-7-7__. ____ ....._ ___ -+-_________ 2_3_5,- 2-2-3-C-o-n-t-ra-c-t-

Q -u-a-nt-it-y

�-----C-1 -0 -3 2---+-3- 0_3_0_2 _-6_0_0_0-+-R-O _A_D_W_A_Y_R_EC_ O_N _D_IT_I_O_N_I _N_G __ ---+----+-------.----+------+------+-------.----+------+------+-------.----+------+------+---------1- C-o-n-t-ra-c-t-

Q -u-a-nt-ity

� LNFT 36,379 5,280 41,659 c (AG GREGAT EREM OVAU •1----+----+------+---------------+-----t-------t----+------+------+-------t----+------+------+-------t----+------+------+--------1-----1------------tl

� C103 4 31103-3000 ST ABILIZED AGGREGAT E SURF ACE

I§ COURSE, CALCIUM CH LORIDE,

� o IMPO RTED AGGR EGATE (L R OADS) TON 9,486 8,476 9,859 27

N O� l----+----+------+---------------+-----t-------t----+------+------+-------t----+------+------+-------t----+------+------+------t-----1------------tl

, C1040 31103-3000 STABILIZED AGGREGAT E SURFACE

� COURSE, CALCIUM CHLORIDE,

1! IMPORTED AGGREGATE (IK ROADS) TON 19,082 4,9 09 8,192 15,632 19,945 24,097 91,857 -,:,1----+-----+------+---------------+----+---------+------+------+---------+------+------+---------+------+------+------+----1--------- � C1042 31110 -0000 CALCIUM CHLORIDE TON 340 88 146 279 356 430 361 323 375 2,698 �ll----+----+------+---------------+-----t-------t----+------+------+-------t----+------+------+-------t----+------+------+------t-----1-----------tl g C1044 602 01-080 0 24 -INCH PIPE CULVERT LNFT 270 270 �---+----+------+---------------+-----t-------t----+------+------+-------t----+------+------+-------t----+------+------+--------1-----1------------tl

N C1046 60202- 0600 36- INCH EQUIVALENT DIAMETER

i

� ARCH OR ELLIPT ICA L PIPE

j C ULVERT LNFT 100

[ C1048 60704-0000 C LEANING CULVERT IN PLAC E EAC H 4 3 3 1 5

1----+----+------+---------------+-----t-------t----+------+------+-------t----+------+------+-------t----+---

Cl0S0 60705-0000 REPAIRING DRAINAGE STRUCTURE EACH 1

C1052 61901-0900 FENC E, BARBED WIRE, 4 ST R AND LNFT 5,511

C1054 61902-2500 GATE, BARBED WIRE, 4-STRAN D EACH 2

1 1 4 7 1 1

:;:1----+----+------+---------------+-----t-------t----+------+------+-------t----+------+------+-------t----+---

� C1056 61921-1 000 REMOVE AND RESET FENCE LNFT 1 , 4 70

MileStone: SIGNOIFF Date Completed: 05/31/23

PROJECT

NUMBER

SUMMARY OF QUANTITIES - Schedule C MT DAR MALM 2023(1) B.6

A Sheet and Description Estimated

M Line Quantities

Remarks and/or E Item

Pay Item Pay Item Description Unit Determination of

N No.

Number Bid Estimated Quantity

D K-03 K-04 K-07 K-09 K-10 K-11 L-05 L-06 L-08

Schedule

C1058 62201-0300 DUMP TRUCK, 12 CUBIC YARD

MINIMUM CAPACITY HOUR 40

C1060 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT

MINIMUM RATED CAPACITY

BUCKET, 24-INCH WIDTH HOUR 40

C1062 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM

BLADE HOUR 40

C1064 62301-0000 GENERAL LABOR HOUR 40

C1066 62405-0300 PLACING CONSERVED TOPSOIL,

4-INCH DEPTH SQYD 13,275 45 45 180 315 45 45 13,950

C1068 62502-0000 TURF ESTABLISHMENT (DRY

METHOD) SQYD 13,275 45 45 180 315 45 45 13,950

;:;, C1070 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL e C C1072 63506-0500 TEMPORARY TRAFFIC CONTROL, .g

FLAGGER HOUR 900 100 180 280 400 440 280 260 320 3,160

E

-6

I " 6 � E z "' N "'

I

M N

E l I

I

I � g 5-f :c

::::: � ,.ir,.f;' �'

� � �--1�, �-- riML!l ��

:;: A tK:��fjp' c Cl.

N n

�i� MileStone: SIG NO FF Date Completed: 05/31/23

1:3

Travel lane Travel lane

1:3

Existing Slope

Existing Slope

Roadway reconditioning

4-inch compacted depth calcium chloride, imported aggregate, Stabilized aggregate surface course, [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 li m it s o n s tr u c ti o n

[6]1' min.

FOOTNOTE:

NOTE:

reconditioning.

Re-establish existing ditches to the minimum depth during roadway[6] centerline, whichever is less.

Disturbances allowed out to existing fenceline or 30' from[5] material removal during roadway reconditioning, as directed.

Roadbed width beyond 26' may require excess shoulder[4]

Taper at a rate of 25:1 between widths. See Sheet C.5.

Adjust to match existing roadbed width as approved. [3] foreslopes. Remove and dispose of material where required.

Break up vegetated material on shoulders and 3 feet down[2] a maximum of 8% superelevation.

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

30' max. 30' max.

LC

D.3 for estimated quantities.

disturbed during proposed drainage improvements. See Sheet

2. Conserve topsoil and re-establish vegetation along all slopes

1. See Sheets D.2 and D.3 for quantities.

li m n s tr u c ti o n

(4" NEW AGGREGATE STABILIZATION)

TYPICAL SECTION NO. 1

NO SCALE

:1

J a n u a r y

U n ti tl e d r p a h ln

\s h a r e d \h ig h w a y s \F

H W

A \2 m t-d m a lm

D

A R

\D

G N

\T y p ic a l

S e c ti o n s \m t-d m a lm c b .d g n

Sheet 1 of 4

TYPICAL SECTIONS

PROJECT

C.1

NO SCALE

FOOTNOTE:

NOTE:

D.3 for estimated quantities.

disturbed during proposed drainage improvements. See Sheet

2. Conserve topsoil and re-establish vegetation along all slopes

1. See Sheets D.2 and D.3 for quantities.

reconditioning.

Re-establish existing ditches to the minimum depth during roadway[7] of the new imported aggregate.

Incorporate calcium chloride to a depth of 4 inches from the top[6] centerline, whichever is less.

Disturbances allowed out to existing fenceline or 30' from[5] material removal during roadway reconditioning, as directed.

Roadbed width beyond 25' may require excess shoulder[4]

Taper at a rate of 25:1 between widths. See Sheet C.5.

Adjust to match existing roadbed width as approved. [3] foreslopes. Remove and dispose of material where required.

Break up vegetated material on shoulders and 3 feet down[2] a maximum of 8% superelevation.

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

30' max.

li m n s tr u c ti o n

30' max.

LC

Travel lane

Existing Slope

Existing Slope

[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

Roadway reconditioning

1:3 1:3

[6]2-inch compacted depth calcium chloride, imported aggregate, Stabilized aggregate surface course, Travel lane stabilized aggregate surface

Top of existing

4-inch stabilized depth

Calcium chloride, (2" NEW AGGREGATE AND 2" EXISTING AGGREGATE STABILIZATION)

TYPICAL SECTION NO. 2

[7]1' min.

[5 li m it s

C o n s tr u c ti o n

:4

J a n u a r y

U n ti tl e d r p a h ln

\s h a r e d \h ig h w a y s \F

H W

A \2 m t-d m a lm

D

A R

\D G

N \T y p ic a l

S e c ti o n s \m t-d m a lm c c .d g n

Sheet 2 of 4

TYPICAL SECTIONS

PROJECT

C.2

1:3

Existing Slope

Existing Slope

4-inch compacted depth calcium chloride, imported aggregate, Stabilized aggregate surface course, 5% Crown 5% Crown

11'11'

Original ground

C le a r in g l im it s

2' min.

FOOTNOTE:

NOTE:

See Sheets D.5 - D.6.[3]

5' or to existing permanent easement line, whichever is less.[2]

Construct slopes as shown in the Staking Report.[1]

Turf establishment (dry method) limits Placing conserved topsoil, 4-inch depth

Turf establishment (dry method) limits Placing conserved topsoil, 4-inch depthLC unless otherwise approved.

2. Reset or replace fence to the permanent easement line,

1. See Sheets D.2 and D.3 for quantities.

C le a r in g l im it s

SCHEDULES A, B, & C

K-03 ROAD, M.P. 0.16 - 1.29

[3]

(GRADE RAISE

TYPICAL SECTION NO. 3

11' 11'

Unclassified borrow

Slope stake

Slope stake

[1]

Variable

Variable

Var iab le

[2]

5'

5'

Profile grade

NO SCALE

:4

J a n u a r y

U n ti tl e d

F h ig h w a y s \F

H W

A \2 m t-d m a lm

D

A R

\D G

N \T y p ic a l

S e c ti o n s \m t-d m a lm c d

.d g n

Sheet 3 of 4

TYPICAL SECTIONS

PROJECT

C.3

1:3

Existing Slope

Existing Slope

(aggregate removal)

Roadway reconditioning

4-inch compacted depth calcium chloride, imported aggregate, Stabilized aggregate surface course, [1]

5% Crown ± 1/2% [1]5% Crown ± 1/2%

Variable Variable 11'11'

Original ground li m n s tr u c ti o n

[3]1' min.

FOOTNOTE:

is variable. Estimated widths and quantities are shown for information only.

limits to native ground unless otherwise approved. Aggregate depth

Remove excess aggregate material within allowable disturbance[4] reconditioning.

Re-establish existing ditches to the minimum depth during roadway[3] centerline, whichever is less.

Disturbances allowed out to existing fenceline or 30' from[2] a maximum of 8% superelevation.

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

30' max. 30' max.

LC

li m n s tr u c ti o n

SCHEDULES A, B, & C

K-11 ROAD, M.P. 0.00 - 1.00

K-10 ROAD, M.P. 0.01 - 6.90

WITH AGGREGATE REMOVAL)

(4" NEW AGGREGATE STABILIZATION

TYPICAL SECTION NO. 4

11' 11'

[4] material (typ.)

Excess aggregate

NOTE:

1. See Sheets D.2 and D.3 for quantities.

NO SCALE

:4

A p r il

U n ti tl e d r p a h ln

\s h a r e d

\h ig h w a y s \F

H W

A \2 m t-d m a lm

D

A R

\D G

N \T y p ic a l

S e c ti o n s \m t-d m a lm c e .d g n

Sheet 4 of 4

TYPICAL SECTIONS

PROJECT

C.4

PROFILE

PROFILE

25:1 Taper

25:1 Taper

TYPICAL TAPER

PLAN

LC

or paved roadway

Existing structure e x is ti n g w id th

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

V a ri a b le surfacing section

Match mainline surfacing section

Match mainline

Profile grade

[2]200' min.

[2]50' min.

grade line

[1]Existing road

Profile grade grade line

Existing roadImported surface aggregate

Imported surface aggregate

AND PAVED INTERSECTIONS

CATTLE GUARDS TO REMAIN IN-PLACE,

TYPICAL CONNECTION TREATMENT AT EXISTING BRIDGES,

d e p th s u r f a c in g

B e g in

/E n d f u ll

[3]EXISTING UNPAVED COUNTY ROADS

AT INTERSECTION OF PROJECT ROUTES WITH

TYPICAL CONNECTION TREATMENT

See Section E.

are to match existing within the right-of-way as approved.

to existing minor private and farm field approaches public road intersections, as needed. Connections

For use at beginning/end of project routes and for [3] structures and existing roadways as directed.

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

Excavate and dispose of existing gravel surfacing.

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]

NO SCALE

:0 p r il

U n ti tl r p a h ln

\s h a r e d \h ig h w a y s \F

H W

A \2 m t-d m a lm

D

A R

\D

G N

\T y p ic a l

S e c ti o n s \m t-d m a lm c f .d g n

TYPICAL DETAILS

PROJECT

C.5

:1

M a r c h

D D e s ig n I n tl t r p a h ln

\s h a r e d \h ig h w a y s \F

H W

A \2 m t-d m a lm

D

A R

\D

G N

\P la n a n d P r o f il e \m t-d m a lm la

.d g n

SURVEY CONTROL

K-03 ROAD

PROJECT

D.1

31103-3000 and 1.85% by in-place aggregate weight.

Calcium chloride quantities based on 1.85% by dry weight of item [6]

Quantities are based on 1.93 TON/CUYD [5]

3. 0.029 MGAL/CUYD for unclassified borrow.

2. 0.015 MGAL/TON for imported surface course aggregate.

1. 35 MGAL/mile for roadway reconditioning and dust control.

Quantities are based on the following:[4]

See Sheets C.1 - C.4 for typical sections.

[3]

Based on a conserved topsoil depth of 6 inches.

[2]

Unadjusted quantity. Includes conserved topsoil.

[1]

:4

A p r il

D

.2 r p a h ln

\s h a r e d \h ig h w a y s \F

H W

A \2 m t-d m a lm

D

A R

\D

G N

\P la n a n d P r o f il e \m t-d m a lm lb

.d g n

Sheet 1 of 2

TABULATION OF QUANTITIES

PROJECT

D.2 easement line unless otherwise approved.

See Sheets H.1-H.3. Place fence and gates at permanent [2] pipe replacements.

disturbance based on grade raises, pipe repairs, and

For re-establishing vegetation at disturbed areas. Areas of [1]

:0

J a n u a r y

D

.3

R

P A

H

L N

\S h a r e d \h ig h w a y s \F

H W

A \2 m t-d m a lm

D

A R

\D

G N

\P la n a n d P r o f il e \m t-d m a lm lb

.d g n

Sheet 2 of 2

TABULATION OF QUANTITIES

PROJECT

D.3

NOTE:

See Sheet D.3 for utility contact information.3.

See Sheet D.2 for typical section ranges and quantities.2.

All culverts are existing unless otherwise noted.1.

existing widths and radii as approved.

Gravel existing approaches and turnouts to match1.

B E

G

IN

P R

O J E

C T

W

.P

.0

B E

G

IN

T Y

P S

E C

T

IO

N N

O

E N

D P

R O

J E

C T

.P

.4

E N

D T

Y P

S

E C

T

IO

N N

O

FOOTNOTE:

See Sheets D.5 - D.6 for Plan and Profiles.

[3]

See Sheet C.3 for Typical Section.

[2]

For information only. Adjust in field as approved.

[1]

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

-0

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

.4

F a rm

F ie ld A p p r.

L T

M .P

.9

F a rm

F ie ld A p p r.

R

T

M .P

.3

D o N o t

D is tu rb

E x is ti n g C a tt le G u a r d

M .P

.9

D o N o t

D is tu rb

E x is ti n g C a tt le G u a r d

M .P

.9

I n c lu d e s o f E x te n s io n R

T

D ia m e te r C p a ir

D r a in a g e S tr u c tu r e

M .P

F a rm

F ie ld A p p r.

R

T

M .P

.9

R e m o v e a n d

R e s e t

F e n c e L

T

D e s ig n e d

A p p r.

L T

M .P

.9

Fence, Barbed Wire, 4-Strand RT

Removal of Fence RT

M.P. 0.22 - 1.27

R e m o v e a n d

R e s e t

F e n c e L

T

R e p la c e w it h

P ip e C u lv e r t

M .P

.3

R e m o v e a n d

R e s e t

F e n c e L

T

R e p la c e w it h

P ip e C u lv e r t

M .P

.4

R e m o v e a n d

R e s e t

F e n c e L

T

R e p la c e w it h

P ip e C u lv e r t

M .P

.5

R e m o v e a n d

R e s e t

F e n c e L

T

R e p la c e w it h

P ip e C u lv e r t

M .P

.2

R e m o v e a n d

R e s e t

F e n c e L

T

R e p la c e w it h

P ip e C u lv e r t

M .P

.0

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

.2

S tr a n d R

T

G a te

B a r b e d W ir e

D e s ig n e d

A p p r.

R T

M .P

.9

R e m o v e a n d

R e s e t

F e n c e L

T

M .P

.2

Grade Raise

M.P. 0.16 - 1.29

[3] a rm

F ie ld A p p r.

R

T

M .P

.3

S tr a n d R

T

G a te

B a r b e d W ir e

D e s ig n e d

A p p r.

R T

M .P

.3

D o N o t

D is tu rb

U ti li ty

C ro s s in g

K n o w n U n d e r g r o u n

.9

M .P

.0

M .P

.0

M .P

.0

M .P

.0

M .P

.0

M .P

.0

M .P

.0

M .P

.0

:5

J a n u a r y

U n ti tl h ig h w a y s \F

H W

A \2 m t-d m a lm

D

A R

\D G

N \P la n a n d P r o f il e \m t-d m a lm lb

K

.d g n

SCHEDULES A, B, & C

LINE GRAPH

K-03 ROAD

PROJECT

D.4

CP 3

CP 4

.3

N

N89°55'34"E e = NC

'2,535.17L =

'1,267.59T =

'500,000.00R =

(RT)00°17'26"Δ =

116+93.14PI

.5

PC

.7

PT

Existing ground

Profile grade

Line to be constructed

Slope stake limits

Slope stake limits

Fence, barbed wire, 4-strand

In s ta ll p ip e c u lv e rt

M

.P

.2

In s ta ll p ip e c u lv e rt

M

.P

.3

In s ta ll p ip e c u lv e rt

M

.P

.4

In s ta ll p ip e c u lv e rt

M

.P

.5

R e m o v a l o f p ip e c u lv e rt

M .P

.2

R e m o v a l o f p ip e c u lv e rt

M .P

.4

R e m o v a l o f p ip e c u lv e rt

M .P

.5

100+00 = M.P. 0.16

SCHEDULES A, B, & C

TYPICAL SECTION NO. 3

BEGIN K-03 ROAD GRADE RAISE

El. = 4415.57 E = 1902452.398 N = 816736.384

Gate, barbed wire, 4-strand

V295

BM

Long. = 109° 45' 45"W Lat. = 46° 29' 24"N

Temporary construction permit

Temporary construction permit

See Sheets H.1 - H.2

Fence, barbed wire, 4-strand, RT reset fence, LT Remove and

Remove and reset fence, LT reset fence, LT Remove and reset fence, LT Remove and

100+00 105+00 110+00 115+00 120+00 125+00 130+00

4,380 4,380

4,390 4,390

4,400 4,400

4,410 4,410

4,430 4,430

4,440 4,440

4,450 4,450

4,460 4,460

-0.15% -0.45%

+1.80%

-0.82% +2.56

% -1.88% +1.67% -1.37% +2.19%

.0

.0

.8

.0

.7

.0

.8

.0

.8

.0

.7

.0

.5

.0

.4

.0

' VC200

76K =

'512SSD = ' VC200

45K =

'343SSD =

' VC200

66K =

'456SSD =

' VC200

86K =

'562SSD =

' VC500

1649K =

'3808SSD =

' VC200

59K =

'330HLSD =

' VC300

85K =

'407HLSD =

' VC200

56K =

'308HLSD =

Sheet 1 of 2

PLAN AND PROFILE

K-03 ROAD

:4

M a rc h

L o w e r

N iH il l R d

P la n

S h e t] h ig h w a y s \F

H W

A \2 m t-d -m a lm

D

A R

\D

G N

\P la n a n d P ro fi le

\m t-d -m a lm p p K

-0 .d g n

PROJECT

D.5

Ackley

Proposed Fiber Line

Triangle Communications

Proposed Fiber Line

Triangle Communications Proposed Fiber Line

Triangle Communications

No utilities appear to be present at this site.

T

.7

CP 2

.0

A

.4

N

S89°47'01"E N89°44'31"E S89°49'49"E e = NC

'223.90L =

'111.95T =

'30,000.00R =

(RT)00°25'39"Δ =

149+06.37PI

e = NC '248.43L = '124.21T = '30,000.00R =

(LT)00°28'28"Δ =

145+13.29PI

.0

.5

.4

Profile grade

Existing ground

Fence, barbed wire, 4-strand

Gate, barbed wire, 4-strand

Line to be constructed

Slope stake limits

Slope stake limits

In s ta ll p ip e c u lv e rt

M .P

.0

R e m o v a l o f p ip e c u lv e rt

M .P

.1 c u lv e rt R e m o v a l o f p ip

.2 a rc h c u lv e rt e q u iv a le n t p ip

In ta ll D o u b le

M

.P .2

159+70 = M.P. 1.29

SCHEDULES A, B, & C

TYPICAL SECTION NO. 3

END K-03 ROAD GRADE RAISE

El. = 4375.85 E = 1908422.379 N = 816726.533

CP 1

Long. = 109° 44' 19"W Lat. = 46° 29' 24"N

Temporary construction permit

Temporary construction permit

See Sheets H.1 - H.2

Fence, barbed wire, 4-strand, RT reset fence, LT Remove and reset fence, LT Remove and reset fence, LT Remove and

130+00 135+00 140+00 145+00 150+00 155+00 160+00

4,360 4,360

4,370 4,370

4,380 4,380

4,390 4,390

4,400 4,400

4,410 4,410

4,420

4,430 4,430

-2.14%

-0.45%

-5.00%

+0.38%

.4

.0

.6

.0

.1

.0

' VC750

444K =

'1014SSD =

' VC250

87K =

'502SSD =

' VC450

84K =

'381HLSD =

Sheet 2 of 2

PLAN AND PROFILE

K-03 ROAD

:5

A p ri l

L o w e r

N iH il l R d

P la n

S h e rp a -h ln -0

\s h a re d \h ig h w a y s \F

H W

A \2 m t-d -m a lm

D

A R

\D

G N

\P la n a n d P ro fi le

\m t-d -m a lm p p K

-0 .d g n

PROJECT

D.6

See Sheet D.3 for utility contact information.4.

See Sheet D.2 for typical section ranges and quantities.3.

All culverts are existing unless otherwise noted.2.

existing widths and radii as approved.

Gravel existing approaches and turnouts to match1.

B E

G

IN

P R

O J E

C T

.0

B E

G

IN

T Y

P S

E C

T

IO

N N

O

E N

D P

R O

J E

C T

.P

.9

E N

D T

Y P

S

E C

T

IO

N N

O

P u b li c A p p r.

L T

M .P

.1

F a rm

F ie ld A p p r.

R

T

M .P

.0

P ri v a te

A p p r.

L T

M .P

.5

F a rm

F ie ld A p p r.

R

T

M .P

.7

P u b li c A p p r.

R T

M .P

.9

P ri v a te

A p p r.

L T

M .P

.3

F a rm

F ie ld A p p r.

R

T

M .P

.3

P ri v a te

A p p r.

L T

M .P

.6

P ri v a te

A p p r.

R T

M .P

.9

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

-0

A p p r.

R T

M is s il e L a u n c h

F a c il it y

M .P

.9

D o N o t

D is tu rb

U ti li ty

C ro s s in g

K n o w n U n d e r g r o u

.0

M .P

.0

M .P

.0

M .P

.0

:2

J a n u a r y

U n ti tl h ig h w a y s \F

H W

A \2 m t-d m a lm

D

A R

\D G

N \P la n a n d P r o f il e \m t-d m a lm lb

K

.d g n

SCHEDULES A, B, & C

LINE GRAPH

K-04 ROAD

PROJECT

D.7

See Sheet D.2 for typical section ranges and quantities.3.

All culverts are existing unless otherwise noted.2.

existing widths and radii as approved.

Gravel existing approaches and turnouts to match1.

F a rm

F ie ld A p p r.

R

T

M .P

.4

B E

G

IN

P R

O J E

C T

.0

B E

G

IN

T Y

P S

E C

T

IO

N N

O

E N

D P

R O

J E

C T

.P

.8

E N

D T

Y P

S

E C

T

IO

N N

O

FOOTNOTE:

For information only. Adjust in field as approved.

[1]

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

-0

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

.8

P ri v a te

A p p r.

R T

M .P

.0

F a rm

F ie ld A p p r.

R

T

M .P

.5

F a rm

F ie ld A p p r.

L T

M .P

.9

P ri v a te

A p p r.

L T

M .P

.0

P ri v a te

A p p r.

R T

M .P

.1

F a rm

F ie ld A p p r.

L T

M .P

.9

D o N o t

D is tu rb

E x is ti n g B ri d g e

M .P

.4

I n c lu d e s o f E x te n s io n L

T

D ia m e te r C p a ir

D r a in a g e S tr u c tu r e

M .P

.8

F a rm

F ie ld A p p r.

L T

M .P

.0

P ri v a te

A p p r.

L T

M .P

.0

P ri v a te

A p p r.

L T

M .P

.5

P ri v a te

A p p r.

R T

M .P

.0

F a rm

F ie ld A p p r.

R

T

M .P

.5

P u b li c A p p r.

R T

M .P

.8

M .P

.0

M .P

.0

M .P

.0

:2

J a n u a r y

U n ti tl r p a h ln

\s h a r e d \h ig h w a y s \F

H W

A \2 m t-d m a lm

D

A R

\D G

N \P la n a n d P r o f il e \m t-d m a lm lb

K

.d g n

SCHEDULES A, B, & C

LINE GRAPH

K-07 ROAD

PROJECT

D.8

See Sheet D.2 for typical section ranges and quantities.3.

All culverts are existing unless otherwise noted.2.

existing widths and radii as approved.

Gravel existing approaches and turnouts to match1.

B E

G

IN

P R

O J E

C T

.0

B E

G

IN

T Y

P S

E C

T

IO

N N

O

E N

D P

R O

J E

C T

.P

.4

E N

D T

Y P

S

E C

T

IO

N N

O

FOOTNOTE:

For information only. Adjust in field as approved.

[1]

F a rm

F ie ld A p p r.

L T

M .P

.2

F a rm

F ie ld A p p r.

R

T

M .P

.2

F a rm

F ie ld A p p r.

R

T

M .P

.5

F a rm

F ie ld A p p r.

R

T

M .P

.7

F a rm

F ie ld A p p r.

L T

M .P

.0

F a rm

F ie ld A p p r.

R

T

M .P

.9

F a rm

F ie ld A p p r.

R

T

M .P

.0

F a rm

F ie ld A p p r.

R

T

M .P

.0

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

-0

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

R T

C le a n

C u lv e rt i n

P la c e R

T

M .P

.4

D o N o t

D is tu rb

E x is ti n g C a tt le G u a r d

M .P

.4

D o N o t

D is tu rb

E x is ti n g B ri d g e

M .P

.9

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

M .P

.3

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

M .P

.8

I n c lu d e s o f E x te n s io n R

T

D ia m e te r C p a ir

D r a in a g e S tr u c tu r e

M .P

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

M .P

.0

F a rm

F ie ld A p p r.

L T

M .P

.9

P u b li c A p p r.

R T

M .P

.0

P ri v a te

A p p r.

R T

M .P

.0

F a rm

F ie ld A p p r.

R

T

M .P

.9

P u b li c A p p r.

R T

M .P

.0

M .P

.0

M .P

.0

M .P

.0

M .P

.0

M .P

.0

M .P

.0

:2

J a n u a r y

U n ti tl r p a h ln

\s h a r e d \h ig h w a y s \F

H W

A \2 m t-d m a lm

D

A R

\D G

N \P la n a n d P r o f il e \m t-d m a lm lb

K

.d g n

SCHEDULES B & C

LINE GRAPH

K-09 ROAD

PROJECT

D.9

See Sheet D.2 for typical section ranges and quantities.3.

All culverts are existing unless otherwise noted.2.

existing widths and radii as approved.

Gravel existing approaches and turnouts to match1.

F a rm

F ie ld A p p r.

R

T

M .P

.7

F a rm

F ie ld A p p r.

L T

M .P

.4

B E

G

IN

P R

O J E

C T

.0

B E

G

IN

T Y

P S

E C

T

IO

N N

O

E N

D P

R O

J E

C T

.P

.9

E N

D T

Y P

S

E C

T

IO

N N

O

FOOTNOTE:

For information only. Adjust in field as approved.

[1]

P u b li c A p p r.

R T

M .P

.4

P ri v a te

A p p r.

L T

M .P

.4

P ri v a te

A p p r.

R T

M .P

.6

P u ll o u t

R T

M .P

.2

F a rm

F ie ld A p p r.

R

T

M .P

.8

F a rm

F ie ld A p p r.

L T

M .P

.9

F a rm

F ie ld A p p r.

R

T

M .P

.4

P u b li c A p p r.

L T

M .P

.4

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

-1

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

.9

D o N o t

D is tu rb

E x is ti n g C a tt le G u a r d

M .P

.8

D o N o t

D is tu rb

E x is ti n g C a tt le G u a r d

M .P

.7

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 in P la c e

M .P

.6

In c lu d e s o f E x te n s io n L

T

R T

D ia m e te r C p a ir

D r a in a g e S tr u c tu r e

M .P

.6

In c lu d e s o f E x te n s io n L

T

R T

D ia m e te r C p a ir

D r a in a g e S tr u c tu r e

M .P

I n c lu d e s o f E x te n s io n R

T

D ia m e te r C p a ir

D r a in a g e S tr u c tu r e

M .P

.1

I n c lu d e s o f E x te n s io n R

T

E q u iv a le n t

D ia m e te r C

M p a ir

D r a in a g e S tr u c tu r e

M .P

D o N o t

D is tu rb

E x is ti n g C a tt le G u a r d

M .P

.9

F a rm

F ie ld A p p r.

R

T

M .P

.8

D o N o t

D is tu rb

U ti li ty

C ro s s in g

K n o w n U n d e r g r o u

.3

D o N o t

D is tu rb

U ti li ty

C ro s s in g

K n o w n U n d e r g r o u

.2

D o N o t

D is tu rb

U ti li ty

C ro s s in g

K n o w n U n d e r g r o u

.8

M .P

.0

M .P

.0

M .P

.0

M .P

.0

M .P

.0

M .P

.0

M .P

.0

:2

J a n u a r y

U n ti tl h ig h w a y s \F

H W

A \2 m t-d m a lm

D

A R

\D G

N \P la n a n d P r o f il e \m t-d m a lm lb

K

.d g n

SCHEDULES A, B, & C

LINE GRAPH

K-10 ROAD

PROJECT

D.10

See Sheet D.2 for typical section ranges and quantities.3.

All culverts are existing unless otherwise noted.2.

existing widths and radii as approved.

Gravel existing approaches and turnouts to match1.

B E

G

IN

P R

O J E

C T

.0

B E

G

IN

T Y

P S

E C

T

IO

N N

O

E N

D P

R O

J E

C T

.P

.4

E N

D T

Y P

S

E C

T

IO

N N

O

FOOTNOTE:

For information only. Adjust in field as approved.

[1]

P ri v a te

A p p r.

R T

M .P

.4

F a rm

F ie ld A p p r.

R

T

M .P

.0

F a rm

F ie ld A p p r.

R

T

M .P

.6

F a rm

F ie ld A p p r.

L

T

M .P

.9

P u b li c A p p r.

L T

M .P

.0

F a rm

F ie ld A p p r.

R

T

M .P

.1

F a rm

F ie ld A p p r.

R

T

M .P

.2

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

-1

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

.4

D o N o t

D is tu rb

E x is ti n g C a tt le G u a r d

M .P

.0

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

M .P

.9

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

M .P

.7

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

M .P

.7

I n c lu d e s o f E x te n s io n R

T

D ia m e te r C p a ir

D r a in a g e S tr u c tu r e

M .P

I n c lu d e s o f E x te n s io n L

T

D ia m e te r C p a ir

D r a in a g e S tr u c tu r e

M .P

I n c lu d e s o f E x te n s io n L

T

D ia m e te r C p a ir

D r a in a g e S tr u c tu r e

M .P

I n c lu d e s o f E x te n s io n R

T

E q u iv a le n t

D ia m e te r C

M p a ir

D r a in a g e S tr u c tu r e

M .P

In c lu d e s o f E x te n s io n L

T

R T

D ia m e te r C p a ir

D r a in a g e S tr u c tu r e

M .P

I n c lu d e s o f E x te n s io n R

T

D ia m e te r C p a ir

D r a in a g e S tr u c tu r e

M .P

I n c lu d e s o f E x te n s io n R

T

D ia m e te r C p a ir

D r a in a g e S tr u c tu r e

M .P

F a rm

F ie ld A p p r.

L

T

M .P

.0

F a rm

F ie ld A p p r.

L T

M .P

.0

F a rm

F ie ld A p p r.

R

T

M .P

.0

D o N o t

D is tu rb

E x is ti n g C a tt le G u a r d

M .P

.9

F a rm

F ie ld A p p r.

L T

M .P

.9

F a rm

F ie ld A p p r.

R

T

M .P

.0

P ri v a te

A p p r.

R T

M .P

.2

F a rm

F ie ld A p p r.

R

T

M .P

.3

F a rm

F ie ld A p p r.

R

T

M .P

.5

P u b li c A p p r.

R T

M .P

.0

B e g in

T y p S e c ti o n N o

E n d T y p

S e c ti o n

N o

M .P

.0

D o N o t

D is tu rb

U ti li ty

C ro s s in g

K n o w n U n d e r g r o u

.9

M .P

.0

M .P

.0

M .P

.0

M .P

.0

M .P

.0

M .P

.0

M .P

.0

M .P

.0

M .P

.0

:2

J a n u a r y

U n ti tl h ig h w a y s \F

H W

A \2 m t-d m a lm

D

A R

\D G

N \P la n a n d P r o f il e \m t-d m a lm lb

K

.d g n

SCHEDULES A, B, & C

LINE GRAPH

K-11 ROAD

PROJECT

D.11

3. See Sheet D.3 for utility contact information.

2. See Sheet D.2 for typical section ranges and quantities.

1. All culverts are existing unless otherwise noted.

B E

G

IN

P R

O J E

C T

.0

B E

G

IN

T Y

P S

E C

T

IO

N N

O

E N

D P

R O

J E

C T

.P

.1

E N

D T

Y P

S

E C

T

IO

N N

O

FOOTNOTE:

For information only. Adjust in field as approved.

[1]

M is s il e L a u n c h

F a c il it y

L -0

M .P

.1

D o N o t

D is tu rb

E x is ti n g C a tt le G u a r d

M .P

.0

D o N o t

D is tu rb

E x is ti n g C a tt le G u a r d

M .P

.0

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

M .P

.0

I n c lu d e s o f R e p la c e m e n t

R T

D ia m e te r C p a ir

D r a in a g e S tr u c tu r e

M .P

.9

D o N o t

D is tu rb x is ti n g

P ip e C u lv e r t

M .P

.9

D o N o t

D is tu rb is ti n g x

C

M P

A

M .P

.9

D o N o t

D is tu rb

U ti li ty

C ro s s in g

K n o w n U n d e r g r o u

.1

M .P

.0

M .P

.0

M .P

.0

M .P

.0

M .P

.0

M .P

.0

M .P

.0

M .P

.0

:3

J a n u a r y

U n ti tl h ig h w a y s \F

H W

A \2 m t-d m a lm

D

A R

\D G

N \P la n a n d P r o f il e \m t-d m a lm lb

L

.d g n

SCHEDULE C

LINE GRAPH

L-05 ROAD

PROJECT

D.12

2. See Sheet D.2 for typical section ranges and quantities.

1. All culverts are existing unless otherwise noted.

B E

G

IN

P R

O J E

C T

.0

B E

G

IN

T Y

P S

E C

T

IO

N N

O

E N

D P

R O

J E

C T

.P

.3

E N

D T

Y P

S

E C

T

IO

N N

O

FOOTNOTE:

For information only. Adjust in field as approved.

[1]

M is s il e L a u n c h

F a c il it y

L -0

M .P

.3

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

M .P

.1

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

M .P

.7

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

M .P

.0

I n c lu d e s o f E x te n s io n L

T

D ia m e te r C p a ir

D r a in a g e S tr u c tu r e

M .P

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

M .P

.0

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

M .P

.5

D o N o t

D is tu rb

U ti li ty

C ro s s in g

K n o w n U n d e r g r o u

.6

M .P

.0

M .P

.0

M .P

.0

M .P

.0

M .P

.0

M .P

.0

M .P

.0

:3

J a n u a r y

U n ti tl h ig h w a y s \F

H W

A \2 m t-d m a lm

D

A R

\D G

N \P la n a n d P r o f il e \m t-d m a lm lb

L

.d g n

SCHEDULE C

LINE GRAPH

L-06 ROAD

PROJECT

D.13

2. See Sheet D.2 for typical section ranges and quantities.

1. All culverts are existing unless otherwise noted.

B E

G

IN

P R

O J E

C T

.0

B E

G

IN

T Y

P S

E C

T

IO

N N

O

E N

D P

R O

J E

C T

.P

.0

E N

D T

Y P

S

E C

T

IO

N N

O

M is s il e L a u n c h

F a c il it y

L -0

M .P

.0 f o r

D ia m e te r P ip e C u lv e r t

C la s s

R ip ra p H e a d w a ll

R

T

P la c e d R ip r a p M e th o d A

M .P

.6

P ip e C u lv e r t f o r

E q u iv a le n t

D ia m e te r

L T

R

T

C la s s

R ip r a p

H e a d w a ll la c e d R ip r a p M e th o d A

M .P

.5 f o r

D ia m e te r P ip e C u lv e r t

L T

R

T

C la s s

R ip r a p

H e a d w a ll

P la c e d R ip r a p M e th o d A

M .P

.5

D o N o t

D is tu rb

E x is ti n g C a tt le G u a r d

M .P

.1

D o N o t

D is tu rb

U ti li ty

C ro s s in g

K n o w n U n d e r g r o u

.8

D o N o t

D is tu rb

U ti li ty

C ro s s in g

K n o w n U n d e r g r o u

.9

D o N o t

D is tu rb

U ti li ty

C ro s s in g

K n o w n U n d e r g r o u

.0

D o N o t

D is tu rb

U ti li ty

C ro s s in g

K n o w n U n d e r g r o u

.1

M .P

.0

M .P

.0

M .P

.0

M .P

.0

M .P

.0

M .P

.0

M .P

.0

M .P

.0

:3

J a n u a r y

U n ti tl h ig h w a y s \F

H W

A \2 m t-d m a lm

D

A R

\D G

N \P la n a n d P r o f il e \m t-d m a lm lb

L

.d g n

SCHEDULES B & C

LINE GRAPH

L-08 ROAD

PROJECT

D.14

6. 55 TON/pullout for K-10 pullout.

5. 35 TON/approach for K-03 approaches within grade raise area.

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

3. 40 TON/approach for public approaches.

2. 10 TON/approach for farm field approaches.

1. 15 TON/approach for private approaches.

Quantities are based on the following:

[4] to existing alignment of approach is at an angle.

Continue approach radius as required if connection [3] with adjacent roadway construction.

Construct side slopes of approaches to be compatible [2]

See Designed Approach Road Table.

[1]

Stationing Mainline x x x x x of highway x

Length Approach Road sections of approach as shown in cross Grade shown is designed grade of approach

APPROACH ROAD LOCATION SYMBOL

A

Type Approach slope Roadway E d g e o f g ra v e l

+15% maximum

-15% maximum

Designed grade

TYPE A APPROACHES

APPROACH ROAD PROFILE DETAIL

� of roadway

Edge of traveled way of approach of roadway

W

R

APPROACH ROAD PLAN DETAIL

[1]

[3]

[1]

R

[1

3]

Direction of increasing stationing

Variable 1:3

1:3

Clearing Limits

2% crown 2% crown

1'

[2]

TYPE A APPROACHES

APPROACH ROAD SECTION DETAIL

Variable[2]

Slope stake limit limit Slope stake limits (dry method) Turf establishment topsoil, 4-inch depth Placing conserved

4-inch compacted depth Roadway aggregate, method 2, limits (dry method)

Turf establishment topsoil, 4-inch depth

Placing conserved

NOTE:

K-03 Grade Raise only.

radii as approved. Reconstruction details for road surface elevation. Match existing widths and and turnouts noted in Section D to tie into the new Place roadway aggregate at the existing approaches1.

:0

J a n u a ry rp a

-h ln

-0

\s h a re d \h ig h w a y s \F

H W

A \2 m t-d -m a lm

D

A R

\D G

N \A p p ro a c h

R o a d s \m t-d

-m a lm d a .d g n

APPROACH ROAD DETAILS

GRADE RAISE AREA

K-03 ROAD

PROJECT

E.1

Flowing Drainage lo w in g D ra in a g e

D it c h

D it c h

Install fiber rolls [1]

Install fiber rolls [1]

D it c h

D it c h

FIBER ROLL PLACEMENT

TYPICAL

NOTE:

Adjust as directed.

grade raise area. See Sheet F.2 for proposed placement.

2. Place fiber rolls to intercept flow off project within the K-03 Road field.

approximate. Final locations are to be approved in the

1. The location of soil erosion control devices shown are

Culvert or bridge perpendicular to flowing water.

Place fiber rolls in ditches as needed, adjacent to standing water or[2] with standing or flowing water.

extend across any ditches intersecting the culverts or flowing water. See Sheet F.2 for details. Ensure rolls

Place fiber rolls around culverts with standing [1]

NO SCALE

:2

M a r c h

U n ti tl h ig h w a y s \F

H W

A \2 m t-d m a lm

D

A R

\D G

N \E r o s io n C o n tr o l\ m t-d m a lm e a .d g n

EROSION CONTROL PLAN

PROJECT

F.1

CP 3

CP 4

N

Line to be constructed

Slope stake limits

Slope stake limits

100+00 = M.P. 0.16

SCHEDULES A, B, & C

TYPICAL SECTION NO. 3

BEGIN K-03 ROAD GRADE RAISE

Slope stake limits

Slope stake limits

159+70 = M.P. 1.29

SCHEDULES A, B, & C

TYPICAL SECTION NO. 3

END K-03 ROAD GRADE RAISE

fiber roll (typ.)

Install soil erosion control,Line to be constructed fiber roll (typ.)

Install soil erosion control, fiber roll (typ.)

Install soil erosion control, fiber roll (typ.)

Install soil erosion control, EROSION CONTROL PLANS

GRADE RAISE AREA

K-03 ROAD

:1

M a r c h

L o w e r N iH il l R d

P la n

S h e h ig h w a y s \F

H W

A \2 m t-d m a lm

D

A R

\D G

N \E r o s io n C o n tr o l\ m t-d m a lm e c p p

K

.d g n

PROJECT

F.2

DRAFT: 7/2016

REVISED:

DETAIL APPROVED FOR USE 10/2014

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FIBER ROLL

(FT)

(FT)

W157-21

2" (min.) Excavate trench 2"

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.)

Drive stakes at each end and at 4-foot spacing until fiber fiber roll and space stakes at 4-foot max.

6-inches from fiber roll end angles towards the adjacent

Overlap fiber rolls 12-inch minimum. Drive stakes at

NO SCALE

Spacing Slope

STAKES REQUIRED

1:1

1:2

1:3

1:4 or flatter for each roll

Stakes required

FIBER ROLL SPACING

Fiber roll length

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

FIBER ROLL STAKING DETAIL

PROPERLY STAKED AND ENTRENCHED FIBER ROLL

Existing ground (typ.)

Fiber roll

Flow direction

Slope

Direction of runof f from distur bed area s sp ac in g ch ar t

S ee F ib er R ol l

Fiber roll ff o n ur f o n oi t c er i

D along contours

Install fiber rolls

Fiber roll

Slope

Fi ll slo pe

Direction of runoff ground

Existing soil to match ground level

Backfilled and compacted

Flow larger than fiber roll wood stakes. See Note 2.

Pay lim its

Pay lim its

SLOPE PROTECTION INSTALLATION

ALTERNATE FIBER ROLL JOINT DETAIL

FIBER ROLL LAPPING DETAIL

on uphill side of fiber roll

Place excavated material Stagger joints (typ.)

2.

1.

permanent installations. Do not crush fiber roll while staking.

roll is secure to slope. Live stakes may be used for and install fiber rolls

Step 1: Excavate trench Step 2: Backfill soil against fiber rolls

NOTE:

:3

J a n u a r y

W r p a h ln

\s h a r e d \h ig h w a y s \F

H W

A \2 m t-d m a lm

D

A R

\D

G N

\E r o s io n C o n tr o l\ m t-d m a lm e c .d g n

PROJECT

F.3

:4

J a n u a r y

R

P A

H

L N

\S h a r e d \h ig h w a y s \F

H W

A \2 m t-d m a lm

D

A R

\D

G N

\D r a in a g e \m t-d m a lm f a .d g n

PROJECT

G…