libi10-2_LittleBighorn_Pre-Ad- Plans_Final_20240604.pdf

PDF 13 MB Posted Jun 7, 2024

Attached to: MT NP LIBI 10 (2), Little Bighorn Battlefield National Monument
Solicitation number: 69056723B000002
Issued by: Department of Transportation Federal Highway Administration

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Written by GovTribe AI · Jun 7, 2024

This document is a Pre-Advertisement for a federal construction contract opportunity, MT NP LIBI 10 (2), Little Bighorn Battlefield National Monument, issued by the Department of Transportation Federal Highway Administration.

The pre-advertisement notifies prospective offerors that the project will be advertised during a period when viewing the project site may not be possible due to snow. Offerors are encouraged to view the project site during the summer or fall as conditions permit. The contract will be for construction work at the Little Bighorn Battlefield National Monument. See the attachments for the full project requirements. The solicitation number is 69056723B000002, and the opportunity type is Pre-Solicitation.

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FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

TYPE OF CONSTRUCTION:

DESIGN DESIGNATION:

SPECIFICATION:

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

PLANS PREPARED FOR

on Federal Highway Projects, FP-14

Construction of Roads and Bridges

Standard Specifications for e (max)

SADT (2044)

SADT (2024)

30 MPH

Concrete Pavement

Aggregate Base, Asphalt

Grading, Drainage, Recycled

Project Location

MONTANA KEY MAP

COLUMBIA

BRITISH

ALBERTA

SASKATCHEWAN

N O

R T

H D

A K

O T

S O

U T

H D

A K

O T

WYOMING

H O

UNITED STATES

CANADA

PARK

NATIONAL

GLACIER

PARK

NATIONAL

YELLOWSTONE

WILDLIFE RANGE

NATIONAL

CHARLES M. RUSSELL

Lake

Flathead Elwell

Lake

Fort Peck

I SOS U IR

KALISPELL

MISSOULA

Anaconda

HELENA

BUTTE

BOZEMAN

Livingston

BILLINGS

City

Miles

Glendive

Point

Wolf Glasgow

HAVRE

Shelby

FALLS

GREAT

Lewistown

Dillon

RIV

93 15

19189

MONTANA

National Monument

Custer Battlefield m ile s

To S h e rid a n , W

END PROJECT

MT NP LIBI 10(2)

20+46.00

BEGIN PROJECT

MT NP LIBI 10(2)

8+08.28

Agency

Crow m ile s T o B illin g s

Little

B ig h o rn

R iv e r

Pit

Gravel

Pits

Gravel

SCALE IN MILES

01 1 2 3

R 35 ER 34 E

36 31

Pit

Gravel

Cemetery

National

Custer

National Monument

Custer Battlefield

NATIONAL MONUMENT

LITTLE BIGHORN BATTLEFIELD

NATIONAL PARK SERVICE

U. S. DEPARTMENT OF THE INTERIOR

PROJECT MANAGER

L. HIGA

PLANS FOR PROPOSED PROJECT

MONTANA

BIG HORN COUNTY

LENGTH 0.23 MILES

NATIONAL

PARK

SERVICE

Department of the Interior

NATIONAL MONUMENT

LITTLE BIGHORN BATTLEFIELD

NPS PMIS NO. 262851

MT NP LIBI 10(2)

APPROVED:

Western Federal Lands Highway Division

Director, Project Delivery, Little Bighorn Battlefield National Monument

Superintendent, DATE

DATE

PLANS PREPARED BY

ROBERT PECCIA AND ASSOCIATES

HELENA, MONTANA

N O

STRU

CTI

PRELI

ARY

A p r il li b i0 a a .d g n 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-n p li b i-

L it tl e B ig h o r n P h a s e \D

G N

\G e n e r a l

I n f o r m a ti o n \M

T N

P L

I B

I p ln g e n ti tl e .d g n

PROJECT

NUMBER

SHEET

A.1

NPS Drwg No. xxxxxx NPS PMIS No. 262851

MT NP LIBI 10(2)

PRELIMINARY-NOT FOR CONSTRUCTION

A p r il

D E

X T

O S

H E

E T

P A

-H L

N -0

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

H W

A \2 m t-n p -l ib i-

L it tl e B ig h o rn

P h a s e \D

G N

\G e n e ra l In fo rm a ti o n \M

T N

P L

(2 p ln g e n in d e x .d g n

INDEX TO SHEETS

PROJECT

A.2

BH TP

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

RIP

G W G WV

CP GPS

36 31

N 1000EL. 1234.56

SEC.

NO SCALE

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

ADT

abut.

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

br.

b.f.

ctrs.

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:

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.

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.

joint invert elevation inside diameter ftg.

flg.

fin.

f.f.

footing flange finish front face

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.

thd.

TBM

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.

SRS

SQYD

SQFT

spa.

SLRY

shldr.

sect.

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.

PST

PSC

PSI

PSF

POT

POS

POC

pl.

PCS

PCC

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

o. to o.

o.c.

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

N normal crown north

A A

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 -

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

A p ri l

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-n p -l ib i- (2

L it tl e B ig h o rn

P h a s e \D

G N

\G e n e ra l In fo rm a ti o n \M

T N

P L

I_ (2 p ln g e n a b b re v .d g n

DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

A.3

PARK BOUNDARY

BNSF Railway

Ren o C ana l

Reno Canal

O n io n C r e e k

M e d ic in e T a il C re e k

F o rk C re e k

C r e e k

B e a r in M id d le

River

Little Bighorn

River

Little Bighorn

River

Little Bighorn

C u s te r C r e e k

INTERSTATE

END PROJECT

20+46.00

MT NP LIBI 10(2)

BEGIN PROJECT

8+08.28

MT NP LIBI 10(2)

66 miles

To Sheridan, WY

55 miles

To Billings

1 1

Scale in miles

Visitor center

Cemetery Road Stone House Parking

A p r il

V ic in it y

M a p 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-n p li b i-

L it tl e B ig h o r n

P h a s e

\D G

N \G e n e r a l

I n f o r m a ti o n

\M T

L I B

I p ln g e n v ic in it y

.d g n

VICINITY MAP

PROJECT

A.4

NOTE:

FOOTNOTE:

3. Mirror details as needed.

2. See Sheet C.4 for shoulder widening locations.

1. See Sheet C.2 for cut and fill slope rounding details.

and locations.

Increase width in roadside parking areas. See Sheet C.2 for details [5]

Place scrub seal over full width of typical section.

[4]

Place fog seal on recycled aggregate base immediately after construction.

[3]

Construct slopes as shown in the Staking Report.

[2]

Match existing cross slopes.

[1]

Var.

1:3

Traveled way

11'-0"

Profile grade

Traveled way

11'-0"

[5]

1' Shldr.

[5]

1' Shldr.

"MAIN 01"

See Sheet C.2 for details

Safety Edge Detail

See Sheet C.2.

Safety Edge Detail

Edge of existing pavement

Existing ground

Shoulder widening

[3]

Fog seal

8" compacted depth

Roadway aggregate, method 2, Geogrid, stabilization

Place tack coat between lifts

4" compacted depth

Recycled aggregate base, geotextile, class 1, type C (nonwoven)

Separation-stabilization

3-inch compacted depth, place in two equal lifts

0.3 to < 3 million ESAL (type III roughness), or 3/4-inch nominal maximum size aggregate, Asphalt concrete pavement, gyratory mix, 1/2-inch

[4]

Scrub seal

Top of existing pavement

Place tack coat between lifts

3-inch compacted depth, place in two equal lifts

0.3 to < 3 million ESAL (type III roughness), 3/4-inch nominal maximum size aggregate, Asphalt concrete pavement, gyratory mix, 1/2-inch or

.72

Existing ground on Sheet C.2

See Fill Slope Rounding

Va ria ble topsoil, 4-inch depth Placing conserved

(hydraulic method) Turf establishment

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

2 1/2-inch depth

Asphalt pavement milling, 11+09.53 to 20+46.00

NO SCALE

A p r il li b i0 c a .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-n p li b i-

L it tl e B ig h o r n P h a s e \D

G N

\T y p ic a l

S e c ti o n s \M

T N

P L

I B

I p ln ty p ty p ic a l-

.d g n

TYPICAL SECTIONS

PROJECT

C.1

1. See Sheet C.1 for surfacing details.

Adjust width to match existing or proposed conditions.

[2]

Match existing cross slope.

[1]

11'

[1]Var.

[2]

Varies or concrete curb and gutter

Existing pavement, concrete slab, Traveled way

11'

Red top in staking notes

Point available

Second lift of asphalt

First lift of asphalt to cover safety edge

Pull recycled aggregate base

Recycled aggregate base, 4" depth

SAFETY EDGE DETAIL

Edge of existing pavement curb and gutter concrete slab, or concrete

Match existing pavement, LC concrete curb and gutter

Proposed pavement or

C le a r in g l im it s

ROUNDING DETAIL

FILL SLOPE

Va ria ble

5' 5'

ROUNDING DETAIL

CUT SLOPE

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

Existing ground

S lo p e s ta k e l im it s

0.25 D

5' 5'

10'

Slope stake limit

0.25 D

"MAIN 01" - ADDITIONAL WIDENING

11+86.00 to 19+09.00

"MAIN 01" LEFT

19+65.88 to 20+35.09

16+26.11 to 17+70.00

11+98.00 to 12+44.33

"MAIN 01" RIGHT

NEW PAVEMENT OR CONCRETE CURB AND GUTTER

"MAIN 01" - ADDITIONAL MILLING

MATCH TO EXISTING PAVEMENT/CONCRETE SLAB/CURB AND GUTTER

"MAIN 01" - ADDITIONAL MILLING

17+70.00 to 19+65.88

12+44.33 to 16+26.11

"MAIN 01" RIGHT

[1]

Var.

Edge of existing pavement

NO CURB

"MAIN 01" - ADDITIONAL MILLING

20+35.09 to 20+38.00

11+66.55 to 11+98.00

"MAIN 01" RIGHT

19+09.00 TO 20+38.00

11+09.53 to 11+86.00

"MAIN 01" LEFT

NO SCALE

A p r il li b i0 c f .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-n p li b i-

L it tl e B ig h o r n P h a s e \D

G N

\T y p ic a l

S e c ti o n s \M

T N

P L

I B

I p ln ty p d e ta il s .d g n

DETAILS

TYPICAL SECTION

PROJECT

C.2

Top of proposed subgrade

18-inch compacted depth

Select borrow, Geogrid, stabilization (subexcavation)

(nonwoven) (subexcavation) geotextile, class 1, type C

Separation-stabilization ground

Existing

Profile grade

[1]Typical section

SUBEXCAVATION DETAIL

SUBEXCAVATION PROFILE

1:2 1:

Select borrow, 18-inch compacted depth

[1]Typical section

E N

D S

U B

E X

C A

V A

B E

S U

B E

X C

A V

A T

Geogrid, stabilization (subexcavation) class 1, type C (nonwoven) (subexcavation)

Separation-stabilization geotextile, FOOTNOTE:

NOTE:

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

Adjust locations to meet field conditions as approved.

[3]

Mirror detail as appropriate.

[2]

See Sheet C.1.[1]

NO SCALE

18-inch Subexcavation depth ground

Existing

A p r il

S u b e x c a v a ti o n

D e ta il 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-n p li b i-

L it tl e B ig h o r n

P h a s e

\D G

N \T y p ic a l

S e c ti o n s \M

N P

I B

I p ln ty p s u b e x

.d g n

SUBEXCAVATION DETAILS

PROJECT

C.3

SHOULDER WIDENING LEGEND*:

*See sheet A.3 for other features not listed in legend

Stone House shoulder widening

"MAIN 01" 20+46.00

END CONSTRUCTION

END PROJECT

Mainline additional shoulder widening

"MAIN 01" 11+09.53

BEGIN CONSTRUCTION

"MAIN 01" 8+08.28

BEGIN PROJECT

A p r il

S h o u ld e r W id e n in g

P la

T o

.0 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-n p li b i-

L it tl e B ig h o r n

P h a s e

\D G

N \T y p ic a l

S e c ti o n s \M

N P

I B

I p ln ty p w id e n in g

.d g n

SHOULDER WIDENING PLANS

PROJECT

C.4

A p r il

S u r v e y

C o n tr o l 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-n p li b i-

L it tl e B ig h o r n

P h a s e

\D G

N \P la n a n d P r o f il e \M

N P

I B

I p ln p p c o n tr o l.

d g n

SURVEY CONTROL

PROJECT

D.1

A p r il

A B

U L

A T

O F

P L

A N

D P

R O

E Q

U A

N T

-1

P A

-H L

N -0

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

H W

A \2 m t-n p -l ib i-

L it tl e B ig h o rn

P h a s e \D

G N

\P la n a n d P ro fi le \M

T N

P L

(2 p ln p p q ta b .d g n

SHEET 1 OF 2

PROFILE QUANTITIES

TABULATION OF PLAN AND

PROJECT

D.2

See Sheets H.2-H.4 for details.

See Sheet H.1 for details.

[3]

Based on 1.97 TON/CUYD.

[2]

See Sheet C.4 for details.

[1]

FOOTNOTE:

A p r il

A B

U L

A T

O F

P L

A N

D P

R O

E Q

U A

N T

-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-n p li b i-

L it tl e B ig h o r n P h a s e \D

G N

\P la n a n d P r o f il e \M

T N

P L

I B

I p ln p p q ta b .d g n

SHEET 2 OF 2

PROFILE QUANTITIES

TABULATION OF PLAN AND

PROJECT

D.3

R N I N

U R I E

T I L I T

S P

D I

S P

U P

S P

S P S

S P

IPR

W V

U P

C P

T V

W V

PI 11+84.41

Δ = 12°18'55" (LT)

R = 500.00' T = 53.94' L = 107.47' e = Match Existing

PI 17+33.82

Δ = 18°03'19" (LT)

R = 940.00' T = 149.35' L = 296.22' e = Match Existing1

S44°02'35"E

S56°21 '30"E

P C

P T

P C

PI 8+88.56

Δ = 02°10'52" (RT)

R = 1,000.00' T = 19.04' L = 38.07' e = Match Existing

S46°13'28"E

P C

P T

See Sheets H.2-H.4 Install cattle guard, 22 feet

11+13, LT

See Sheets E.2 - E.3 and parking area Stone House approach

Adjust valve box

12+94, LT

Profile grade = Existing ground to be constructed "MAIN 01" Line

See Sheet E.7 for details concrete, 12-inch depth Curb and gutter, See Sheets H.2-H.4 Install cattle guard, 12 feet

11+13, RT

Slope stake limits

Do not disturb concrete curb and gutter Existing concrete slab and and gutter, concrete Removal of curb

Construction limits

Edge of pavement

UTILITY OWNER CONTACT(S)

dale.nafts@mdu.com

(406) 896-4206 Boise, Idaho 83706 PO Box 7608 Mark Vinger Montana Dakota Utilities mrussell@bhec.com

(406) 665-2830 Hardin, MT 59034 303 S. Mitchell Avenue Big Horn Electric Cooperative jim.tuell@nemont.coop

(406) 620-7011 Worden, MT 59088 2457 Main Street Jim Tuell Nemont Telephone Cooperative

10'

CONNECTION DETAIL

Little Bighorn Battlefield Road

Existing roadway structure pavement Proposed

3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00

3,220 3,220

3,230 3,230

3,240 3,240

3,250 3,250

3,260 3,260

El.= 3238.47 E= 2497570.562 N= 488831.965

MAIN 01" 11+09.53"

BEGIN CONSTRUCTION

PLAN AND PROFILE LEGEND:

Subexcavation

Line to be constructed

Subex., RT

See Sheet C.3

T) g

LITTLE B

IGHORN BATTLEFI

ELD ROADEl.= 3220.85 E= 2497358.944 N= 489046.341

MAIN 01" 8+08.28"

BEGIN PROJECT

A p ri l

P la n

S h e e t]

P A

-H L N

-0 \S h a re d \h ig h w a y s \F

H W

A \2 m t-n p -l ib i- (2

L it tl e B ig h o rn

P h a s e \D

G N

\P la n a n d P ro fi le

\M T

P L

I_ (2 p ln p p p p s h e e ts

.d g n

PROJECT

D.4

A R N I N G

B U R I E D

U T I L I T Y

DI WV

RIP

W A R N I N G

B U R I E D

U T I L I T Y

RIP

BENCHBENCH

RIP

e = Match Existing

PI 17+33.82

Δ = 18°03'19" (LT)

R = 940.00' T = 149.35' L = 296.22' e = Match Existing

PI 20+66.48

Δ = 22°49'59" (LT)

R = 920.00' T = 185.78' L = 366.63' e = Match Existing2

N70 °1

1'1 8"

P C

C C

P C

P T

N to be constructed "MAIN 01" Line

Profile grade = Existing ground + 0.5"

See Sheet E.7 for details Curb and gutter, concrete, 12-inch depth Removal of curb and gutter, concrete

Slope stake limits

See Sheet H.1 Install gate Removal of gate 20+46

See Sheet E.7 for details Sidewalk, concrete, 4-inch depth and gutter, concrete Removal of curb

See Sheet E.7 for details concrete, 12-inch depth Curb and gutter, Construction limits

See Sheet E.5 Visitor Center parking area pavement Edge of

CONNECTION DETAIL

Little Bighorn Battlefield Road

.0 structure pavement Proposed

Existing roadway

See Sheet E.9 for details Install perpendicular curb ramp

10'

17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00

3,250 3,250

3,260 3,260

3,270 3,270

3,280 3,280

E x te n d p ip e c u lv e rt L

LITTLE BIGHORN BATTLEFIELD ROAD

See Sheet C.3

C le a n c u lv e rt i n p la c e

El.= 3256.15 E= 2498386.533 N= 488403.495

"MAIN 01" 20+46.00

END CONSTRUCTION

END PROJECT

Subex., RT

A p ri l

P la n

S h e e t] rp a -h ln -0

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

H W

A \2 m t-n p -l ib i- (2

L it tl e B ig h o rn

P h a s e \D

G N

\P la n a n d P ro fi le

\M T

P L

I_ (2 p ln p p p p s h e e ts

.d g n

PROJECT

D.5

Based on a conserved topsoil depth of 6 inches.

Unadjusted quantity. Includes conserved topsoil.

A p r il

T a b u la ti o n o f P a r k in g a n d A p p r o a c h Q u a n ti ti h e e t o f 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-n p li b i-

L it tl e B ig h o r n P h a s e \D

G N

\A p p r o a c h R o a d s \M

T N

P L

I B

I p ln a p p r q ta b .d g n

PARKING QUANTITIES

TABULATION OF APPROACH AND

PROJECT

E.1

3240 324

W A R N I N

G B

U R I E D U

T I L I T

W A R N I N

G B

U R I E D U

T I L I T

S P

W V

S P

D I

IP S

D I

S P

U P

W V

U P

W V

U P

T V

W V

C P

S P

W V

E M

W V

S39°17'58"W S37°38'14"W

S0 3°

'07

"W e = Match Existing

'11.61L =

'5.80T =

'400.00R =

(LT)01°39'44"Δ =

1000+10.75PI

e = Match Existing '74.73L = '38.52T = '125.00R =

(LT)34°15'06"Δ =

1001+21.60PI

S S

El. 3,245.42

E= 2497563.775

N= 488581.680

"STONE HOUSE" 1001+82.40

END CONSTRUCTION

El. 3,242.89

E= 2497641.884

N= 488738.785

"STONE HOUSE" 1000+00.00

BEGIN CONSTRUCTION

Profile grade = Existing ground + 0.5"

See Sheet E.3 for details.

Stone House parking area approach sufacing details.

2. See Sheet E.6 for Stone House

1. See Sheet E.1 for quantities.

NOTE:

C le a n c u lv e rt i n p la c e

"Stone House" Line to be constructed

Slope stake limits

999+77.57

"STONE HOUSE"

"MAIN 01" 12+24.07

Construction limits

Edge of pavement

STONE HOUSE ROAD

"MAIN 01"

T L E B

H O

R N B

A T T L E F

L D R

O A

999+50 1000+001000+00 1000+50 1001+00 1001+50

3,234 3,234

3,236 3,236

3,238 3,238

3,240 3,240

3,242 3,242

3,244 3,244

3,246 3,246

3,248 3,248

3,250 3,250

3,252 3,252

3,254 3,254

A p ri l

S to n e

S h e

P A

-H L N

-0 \S h a re d \h ig h w a y s \F

H W

A \2 m t-n p -l ib i- (2

L it tl e B ig h o rn

P h a s e \D

G N

\A p p ro a c h R o a d s \M

T N

P L

I_ (2 p ln a p p r_ p p .d g n

STONE HOUSE APPROACH

PROJECT

E.2

MT NP LIBI 10(2)

PLAN PROFILE

W A

R N I N

U R I E

T I L I T

W A

R N I N

U R I E

T I L I T

S P

W V

IPR

S P

D I

S P

U P

S P

W V

U P

W V

U P

T V

W V

C P

S P

W V

T V

E M

W V

S S

NOTE:

2. See Sheet E.6 for surfacing details.

1. See Sheet E.1 for quantities.

2001020

Scale in feet

See Sheet E.8 for details.

Install curb, concrete (Stone House)

Removal of curb and gutter, concrete

Do not disturb

Existing fire hydrant

Slope stake limits pavement

Edge of

See Sheet E.8 for details.

Install curb, concrete (Stone House)

Removal of curb and gutter, concrete

40'

See Sheet C.3 for details

Subexcavation

Sawcut pavement

Slope stake limits milling (full depth)

Asphalt pavement

Adjust valve box

Construction limits

"MAIN 01"

L I T

T L E B I G

H O

R N B

A T

T L E F I E

L D R

O A

STONE HOUSE ROAD

"STONE HOUSE"

compliance

Existing concrete for ADA

Surface diamond grinding

Sawcut pavement

See Sheet E.7 reinforced, 6-inch depth

Minor concrete pavement, 50'

70'

180' x 15'

See Sheet C.3 for details

Subexcavation

32'

105.7'

Wheelstop, concrete

A p r il

S to n e H o u s e P a r k in g

A r e a L a y o u 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-n p li b i-

L it tl e B ig h o r n

P h a s e

\D G

N \A p p r o a c h

R o a d s \M

N P

I B

I p ln a p p r s to n e h o u s e .d g n

LAYOUT

STONE HOUSE PARKING AREA

PROJECT

E.3

S P

W V

S P

W V

S49°24'3 3"E

S18°45'23"E

S49°27'0 1"E e = Match Existing

'90.95L =

'46.59T =

'170.00R =

(RT)30°39'10"Δ =

2000+64.42PI

e = Match Existing '80.36L = '41.17T = '150.00R =

(LT)30°41'38"Δ =

2001+93.42PI

C 2

D o n o t d is tu rb d ia m e te r p ip e c u lv e rt

E x is ti n g

-i n c h e q u iv a le n t

See Sheet E.8 for details.

Cemetary curb outlet

See Sheet E.8 for details.

Concrete (Cemetery ramp)

See Sheet E.8 for details.

Install curb, concrete (Cemetery) Removal of curb and gutter, concrete

See Sheet E.8 for details.

Install curb, concrete (Cemetery) Removal of curb and gutter, concrete

El.= 3233.75 E= 2497619.454 N= 488178.384

"CEMETERY ROAD" 2000+55.47

BEGIN CONSTRUCTION

El.= 3228.28 E= 2497896.575 N= 487858.578

"CEMETERY ROAD" 2004+87.81

END CONSTRUCTION

NOTE:

2. See Sheet E.6 for surfacing details.

1. See Sheet E.1 for quantities.

Existing ground

Profile grade

Construction limits

Line to be constructed

"CEMETERY ROAD"

Slope stake limits

Removal of pavement, asphalt

Construction limits limits Slope stake pavement Edges of

CEMETERY ROAD

1999+50 2000+00 2000+50 2001+00 2001+50

3,220 3,220

3,222 3,222

3,224 3,224

3,226 3,226

3,228 3,228

3,230 3,230

3,232 3,232

3,234 3,234

3,236 3,236

3,238 3,238

3,240 3,240

-0.18%

-6.08%

' VC25

4K =

'195SSD =

' VC60

26K =

'493SSD =

2002+00 2002+50 2003+00 2003+50 2004+00 2004+50

3,212 3,212

3,214 3,214

3,216 3,216

3,218 3,218

3,220 3,220

3,222 3,222

3,224 3,224

3,226 3,226

3,228 3,228

3,230 3,230

3,232 3,232

+5.4 2%

-8.42%

+1.65%

' VC40

11K =

'306SSD =

' VC110

8K =

'72HLSD =

A p ri l

C e m e ta ry S h e

P A

-H L N

-0 \S h a re d \h ig h w a y s \F

H W

A \2 m t-n p -l ib i- (2

L it tl e B ig h o rn

P h a s e \D

G N

\A p p ro a c h R o a d s \M

T N

P L

I_ (2 p ln a p p r_ p p .d g n

CEMETERY ROAD

PROJECT

E.4

MT NP LIBI 10(2)

PLAN PROFILE

RIP

WARNING BURIED UTILITY

RIP

RIPSP

RIP

WARNING BURIED UTILITY

EMEM

WVWV

RIP

2. See Sheet E.6 for surfacing details.

1. See Sheet E.1 for quantities.

NOTE:

2001020

Scale in feet

"MAIN 01"

See Sheet E.7 for details

New curb and gutter, concrete, 12-inch depth

Visitor's Center

N and gutter, concrete

Removal of curb

60'

35'

See Sheet E.7 for details

12-inch depth

Install curb and gutter, concrete, Removal of curb and gutter, concrete

See Sheet E.7 for details

Install sidewalk, concrete

Removal of sidewalk

See Sheet E.7 for details

Install sidewalk, concrete

Removal of sidewalk

See Sheet E.7 for details

Install curb and gutter, concrete, 12-inch depth

See Sheet C.3 for details

Subexcavation

10'

Removal of pavement, asphalt

See Sheet E.10 for details

Install parallel curb ramp and gutter, concrete

Removal of curb and gutter, concrete

Removal of curb

See Sheet E.7 for details.

Concrete ADA curb ramp retaining wall

See Sheet E.9 for details

Install perpendicular curb ramp

Installed by others

Concrete parking pad

See Sheet E.7 for details concrete, 12-inch depth

Install curb and gutter, LITTLE BIGHORN BATTLEFIELD ROAD

Comfort Station

4 5

27 28

A p r il

V is it o r C e n te r P a r k in g A r e a L a y o u 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-n p li b i-

L it tl e B ig h o r n

P h a s e

\D G

N \A p p r o a c h

R o a d s \M

N P

I B

I p ln a p p r v is it o r c e n te r .d g n

LAYOUT

VISITOR CENTER PARKING AREA

PROJECT

E.5 n s tr u c ti o n l im it topsoil, 4-inch depth Placing conserved

(hydraulic method) Turf establishment

Va ria bl e

1:3

Existing ground

WIDENING DETAILS

MILLING DETAILS

Tie to existing curb from 1000+00.00 to 1000+27.62 LT.

[5]

Place scrub seal over full width of typical section.

[4]

Place fog seal on recycled aggregate base immediately after construction.

[3]

Construct slopes as shown in the Staking Report.

[2]

Match existing cross slopes.

[1]

FOOTNOTE:

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

4-inch depth topsoil, Placing conserved

1:3 Max.

Va ria ble li m it C o n s tr u c ti o n topsoil, 4-inch depth Placing conserved

(hydraulic method) Turf establishment

1:3

Existing ground li m it C o n s tr u c ti topsoil, 4-inch depth Placing conserved

Va ria bl

V ariable

SHOULDER WIDENING SURFACING DETAIL

Fog seal

8" compacted depth

Roadway aggregate, method 2, Geogrid, stabilization

Place tack coat between lifts

4" compacted depth

Recycled aggregate base, geotextile, class 1, type C (nonwoven)

Separation-stabilization

3-inch compacted depth, place in two equal lifts

0.3 to < 3 million ESAL (type IV roughness), or 3/4-inch nominal maximum size aggregate, Asphalt concrete avement, gyratory mix, 1/2-inch

VISITOR CENTER PARKING AREA

CEMETERY ROAD

STONE HOUSE PARKING AREA

TYPICAL SURFACING SECTION

Place tack coat between lifts

4-inch compacted depth, place in two equal lifts

0.3 to < 3 million ESAL (type IV roughness), or 3/4-inch nominal maximum size aggregate, Asphalt concrete pavement, gyratory mix, 1/2-inch

Geogrid, stabilization class 1, type C (nonwoven)

Separation-stabilization geotextile, 3" compacted depth

Recycled aggregate base, 3" compacted depth

Roadway aggregate, method 2, CEMETERY ROAD

TYPICAL SECTION

C o n s tr u c ti li it

4.5'

Traveled way

4.5'

Traveled way

See Sheet E.8 for details

See Sheet E.4 for locations

Curb, concrete, (Cemetery)

Profile grade

T u r f e s ta b li s h m e n t h y d r a u li c m e th o d

P la c in g c o n s e r v e d to p s o il in c h d e p th

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

1000+00.00 to 1001+82.40

"STONE HOUSE"

1:3

11'

Traveled way

11'

Traveled way

Edge of existing pavement and gutter concrete curb

Match existing curb and gutter

Existing concrete

Profile grade

Details

See Widening

Sheet C.2

Rounding on

See Fill Slope

Rounding on Sheet C.2

See Fill Slope See Cut Slope Rounding on Sheet C.2

Rounding on Sheet C.2

See Cut Slope

Sheet C.2

Rounding on

See Fill Slope

See Milling Details

2 1/2-inch depth

Asphalt pavement milling, DETAIL

MILLING SURFACING

Top of existing pavement

Place tack coat between lifts place in two equal lifts

(type IV roughness), 3-inch compacted depth, size aggregate, 0.3 to < 3 million ESAL

1/2-inch or 3/4-inch nominal maximum

Asphalt concrete pavement, gyratory mix, NO SCALE

DITCH DETAIL

FILL SLOPE DETAIL

DITCH DETAIL

FILL SLOPE DETAIL

1.5' desired min. depth

6" desired min. depth

A p r il

A p p r o a c h a n d P a r k in g A r e a S u r f a c in g D e ta h e e t o 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-n p li b i-

L it tl e B ig h o r n

P h a s e

\D G

N \A p p r o a c h

R o a d s \M

N P

I B

I p ln a p p r s u r f d e ta il s .d g n

SURFACING DETAILS

APPROACH AND PARKING AREA

PROJECT

E.6

4-inch depth concrete, Sidewalk, 4-inch depth

Sidewalk, concrete, Expansion joint

Top of curb elevation existing ground elevation to match

Top of wall

6-inch compacted depth

Bedding material, 4-inch compacted depth

Bedding material, 1'-6"

1'-6"

1" R

" R2

Sidewalk

12-INCH DEPTH

CURB AND GUTTER, CONCRETE,

DETAIL

RETAINING WALL

ADA CURB RAMP

LAYDOWN CURB AND GUTTER DETAIL

class 1, type C (nonwoven)

Separation-stabilization geotextile, Geogrid, stabilization

7.5 %

Sidewalk

Expansion joint

NO SCALE

3" (typ.)

Geogrid, stabilization

#4 @ 12" centers

#4 @ 12" centers class 1, type C (nonwoven)

Separation-stabilization geotextile, Bedding material, 4-inch compacted depth

Varies ty p

Sidewalk, concrete, 4-inch depth

6-inch compacted depth

Bedding material, TYPICAL CONCRETE SIDEWALK SECTION

TYPICAL CONCRETE PAVEMENT SECTION

6-inch depth

Minor concrete pavement, reinforced, NOTE:

1. All rebar is epoxy coated class 1, type C (nonwoven)

Separation-stabilization geotextile, Geogrid, stabilization

6-inch compacted depth

Bedding material, Bedding material, 4-inch compacted depth

Bedding material, 6-inch compacted depth surfacing

Top of proposed surfacing

Top of proposed

V a r ie s

Existing ground

Concrete

A p r il

C u r b D e ta il s S h e e t

F 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-n p li b i-

L it tl e B ig h o r n P h a s e \D

G N

\A p p r o a c h R o a d s \M

T N

P L

I B

I p ln a p p r c u r b .d g n

SHEET 1 OF 2

CURB DETAILS

PROJECT

E.7

Top of curb elevation

Outlet flowline

4-inch compacted depth

Bedding material, 4-inch compacted depth

Bedding material, "2 m a x

V a r ie s

3'-0"

34" outlet width

" R2

1" R

(STONE HOUSE)

CURB, CONCRETE

(CEMETERY)

CURB, CONCRETE

SIDE VIEW

CEMETERY CURB OUTLET

CEMETERY CURB OUTLET DETAILS

Geogrid, stabilization Geogrid, stabilization

Geogrid, stabilization class 1, type C (nonwoven)

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

Separation-stabilization geotextile,

2.0 %

1:5 class 1, type C (nonwoven)

Separation-stabilization geotextile, 14"

Top of curb elevation

Top of proposed surfacing

Existing sidewalk

Curb, concrete (Cemetery)

FRONT VIEW

CEMETERY CURB OUTLET

CEMETERY RAMP DETAIL

Curb, concrete, (Cemetery), typ.

class 1, type C (nonwoven)

Separation-stabilization geotextile, 4-inch compacted depth

Bedding material, Geogrid, stabilization surfacing proposed

Top of surfacing proposed

Top of

NO SCALE

TERMINAL END DETAIL

CURB AND GUTTER

CURB AND

2' (typ.)

1:4 Taper

PLAN VIEW*

ELEVATION VIEW

* Curb and gutter shown here.

top of proposed surfacing

Gutter line or

Begin or end station t y p

Ramp width is 5'.

[4]

Adjust curb height to match existing ground.

[3]

Taper curb height as shown where new curb doesn't terminate at existing curb.

[2]

Maintain a 1:4 taper ratio for curb reveal heights different than 6 inches.

Length will vary based on curb reveal height.

[1]

Concrete

A p r il

C u r b

D e ta il s S h e e t o 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-n p li b i-

L it tl e B ig h o r n P h a s e \D

G N

\A p p r o a c h R o a d s \M

T N

P L

I B

I p ln a p p r c u r b .d g n

SHEET 2 OF 2

CURB DETAILS

PROJECT

E.8

R a m p r u n

Width

Variable

Width

Variable warning field with detectable

Walking surface

R a m p

V a r ia b le

DIAGONAL CURB RAMP

PERPENDICULAR CURB RAMP

RAMP - TYPICAL SECTION

RAMP - ISOMETRIC

TRUNCATED DOME

SECTION

PLAN

S id e w a lk

Face of curb Si de w al k warning field with detectable

Walking surface

WITH TRUNCATED DOMES

DETECTABLE WARNING FIELD

or equal to 1:48

Surface to be flatter than material same as sidewalk.

Surface and bed course

Flared sides m ax.

1:12 m ax

m ax .1:

Sidewalk

Ramp Length

Variable

Variable curb and gutter or

Concrete curb

12 max.

Finished sidewalk grade

Pavement surface

1:20 or flatter

Truncated dome

Face of curb warning field with detectable

Walking surface

2.35" c-c 0.4"

0.9"

2.35" c-c

.3 c c

4'-0"

L a n d in g m in

Minimum

4'-0"

W id th m in

4'-0" m in.

T o p l a n d in g m in

Minimum

4'-0"

W id th m in

615-1

CURB CUT

WHEELCHAIR RAMP

of ramp walking surfaces or landings.

Locate drainage inlets and manholes outside inches.

of abrupt vertical changes not to exceed 2.5 gutters, or streets that are flush and free

Construct ramp transitions between walks, curb. Avoid skewing the ramp face.

Construct curb ramp perpendicular to the exclusive of the detectable warning fields.

resistant surface on concrete ramp surfaces, perpendicular to the slope to create a slip

Use a coarse broom finish running exceed 2% in any direction.

The maximum cross slopes of ramps must not

STANDARD APPROVED FOR USE --/---- NO SCALE

DRAFT: 1/2004

REVISED:

A p r il

.1 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-n p li b i-

L it tl e B ig h o r n P h a s e \D

G N

\A p p r o a c h R o a d s \M

T N

P L

I B

I p ln a p p r s td

.d g n

U.S. CUSTOMARY STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

E.9

TRUNCATED DOME

SECTION

PLAN

WITH TRUNCATED DOMES

DETECTABLE WARNING FIELD

Truncated dome

NOTE:

Varies truncated domes

Walking surface with or flatter

1:12 or fl at te r1:

Pavement surface

Concrete curb

PARALLEL CURB RAMP

4' -0 " m in

2' -0

4' -0 " m in

2.35" c-c

.3 c c

4'-0"

2.35" c-c 0.4"

0.9"

615-2

4'-0" m in.

CURB TAPER

WHEELCHAIR RAMP

ramp walking surfaces or landings.

Locate drainage inlets and manholes outside of vertical changes not to exceed 2.5 inches.

or streets that are flush and free of abrupt

Construct ramp transitions between walks, gutters, detectable warning fields.

concrete ramp surfaces, exclusive of the the slope to create a slip resistant surface on

Use a coarse broom finish running perpendicular to

2% in any direction.

The maximum cross slopes of ramps must not exceed

STANDARD APPROVED FOR USE --/---- NO SCALE

DRAFT: 1/2004

REVISED:

A p r il

.1 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-n p li b i-

L it tl e B ig h o r n

P h a s e

\D G

N \A p p r o a c h

R o a d s \M

N P

I B

I p ln a p p r

S td

.d g n

U.S. CUSTOMARY STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

E.10

Place fiber rolls around culverts according to Sheet F.4.

See Sheet F.5 for details.

[3] embankment slopes per Standard W157-21.

and protect temporary soil stabilization on

Use additional fiber rolls to minimize erosion [2]

See Sheets F.4 and F.6 for details.

[1]

NOTE:

FOOTNOTE:

A p r il

A B

U L

A T

O F

E R

O S

T R

O L

Q U

A N

S H

E 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-n p li b i-

L it tl e B ig h o r n

P h a s e

\D G

N \E r o s io n C o n tr o l\ M

N P

I B

I p ln e c q ta b .d g n

CONTROL QUANTITIES

TABULATION OF EROSION

PROJECT

F.1

32453245

003300

W A

R N I N

U R I E

T I L I T

S P

D I

S P

U P

S P

S P S

S P

IPR

W V

U P

C P

G A T E

T V

W V

W A R N I N G

B U R I E D

U T I L I T Y

DI WV

RIP

W A R N I N G

B U R I E D

U T I L I T Y

RIP

BENCHBENCH

RIP

"MAIN 01" 11+09.53

Install soil erosion control, fiber roll, typ.

Install soil erosion control, check dam, typ.

Install soil erosion control, fiber roll, typ.

EROSION CONTROL LEGEND*:

*See sheet A.3 for other features not listed in legend

Install soil erosion control, fiber roll, typ.

"MAIN 01" 8+08.28

BEGIN PROJECT

"MAIN 01" 20+46.00

END CONSTRUCTION

END PROJECT

A p r il

E r o s io n C o n tr o l

P la

T o 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-n p li b i-

L it tl e B ig h o r n P h a s e \D

G N

\E r o s io n C o n tr o l\

M T

P L

I B

I p ln e c p p .d g n

11+09.53 TO 20+46

EROSION CONTROL PLANS

PROJECT

F.2

3240 324

W A R N I N

G B

U R I E D U

T I L I T

W A R N I N

G B

U R I E D U

T I L I T

S P

W V

S P

D I

IP S

D I

S P

U P

W V

U P

W V

U P

T V

W V

C P

A T E

S P

W V

E M

W V

S P

W V

S P

W V

Install soil erosion control, check dam, typ.

Install soil erosion control, fiber roll, typ.

"STONE HOUSE" 1000+00.00

"STONE HOUSE" 1001+82.40

END CONSTRUCTION

"CEMETERY ROAD" 2000+55.47

BEGIN CONSTRUCTION

"CEMETERY ROAD" 2004+87.81

END CONSTRUCTION

Install soil erosion control, fiber roll, typ.

A p r il

E r o s io n C o n tr o l

P la to n e H o u s e a m e te r y R o a 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-n p li b i-

L it tl e B ig h o r n

P h a s e

\D G

N \E r o s io n C o n tr o l\ M

N P

I B

I p ln e c p a r k in g

.d g n

CEMETERY ROAD

STONE HOUSE AND

EROSION CONTROL PLANS

PROJECT

F.3 flowing water.

Place fiber rolls adjacent to ditches with standing or[2] flowing water.

ditches intersecting the culverts with standing or or flowing water. Ensure rolls extend across any

Place fiber rolls around culverts with standing [1]

2. See Sheet F.6 for fiber roll details.

field.

approximate. Final locations are to be approved in the

1. The location of soil erosion control devices shown are

D it ch [2

Minor culvert

AT MINOR CULVERTS

TYPICAL FIBER ROLL PLACEMENT

Install fiber rolls

Culvert

AT FLOWING DRAINAGES

TYPICAL FIBER ROLL PLACEMENT

Install fiber rolls [1]

F lo w in g D ra in a g e

D it ch [2

Install fiber rolls [1]

D it ch [2

NO SCALE

A p r il

F ib e r R o ll

P la c e m e n t

D e ta 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-n p li b i-

L it tl e B ig h o r n P h a s e \D

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M T

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I p ln e c c u lv e r t.

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FIBER ROLL PLACEMENT DETAIL

PROJECT

F.4

REVISED: 7/2016

DETAIL APPROVED FOR USE --/----

W157-15

MODERATE GRADES

CHECK DAM

Se e N ote

NO SCALE

Construct check dams from fiber rolls, filter rock, or gravel bags as approved by the CO, to meet the functional requirements of the check dam device.

Repair all rills or gullies and properly compact prior to installation.

Install check dams in ditches perpendicular to the flowline.

stakes. Drive stakes at each end of the fiber roll and at

Drive stakes into undisturbed soil of trench bottom.

Provide sufficient length to prevent water from flowing around the ends of the fiber roll.

Adjust check dam spacing based on site-specific conditions.

(FT)

Trench 2" (min.)

m in

Fiber roll 9" Ø (min.)

Trench 2" (min.)

Stake fiber rolls in place with 1 8-inch x 1

8-inch wood

2-foot (max.) spacing.

Expose stakes 2-inches (min.) above top of fiber roll.

m in

"6 m in m in .6

9" Ø minimum fiber roll.

V-DITCH

CROSS SECTION

FLAT-BOTTOM DTICH

CROSS SECTION

FIBER ROLL

STAKING DETAIL

PLAN

are similar for flat-bottom ditches

Check dam installation details

V-ditch design shown.

Flow line

DITCH

GRADE

GRAVEL BAG

CHECK DAM SPACING*

(See Note 7)

Gravel bag the ends. See Note 6 to prevent flow around

Curve ends upstream

Filter rock

FIBER ROLL CHECK DAM

GRAVEL BAG CHECK DAM

CHECK DAM

SPACING (max.)

See Note 5

NOTE:

DITCH

GRADE

CHECK DAM

SPACING (max.)

FILTER ROCK

CHECK DAM SPACING

(See Note 7)

DITCH

GRADE

FIBER ROLL

CHECK DAM SPACING*

(See Note 7)

CHECK DAM

SPACING (max.)

FILTER ROCK CHECK DAM

uphill side of fiber roll trench material on

Place excavated

Flow

F lo w

* Spacing calculated based on

Do not use fiber roll check dams on ditch grades steeper than 5%.

* Do not use gravel bag check dams on ditch grades steeper than 6%.

U.S. CUSTOMARY DETAIL

A p r il

C h e c k

D a m

M o d e r a te

G r a 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-n p li b i-

L it tl e B ig h o r n

P h a s e

\D G

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N P

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I p ln e c s td

.d g n

DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

F.5

DRAFT: 7/2016

REVISED:

DETAIL APPROVED FOR USE 10/2014

FIBER ROLL

(FT)

W157-21

2" (min.) Excavate trench 2"

1" x 1" or 1" Ø 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

Overlap fiber rolls 12-inch minimum. Drive stakes at

6-inches from fiber roll end angles towards the adjacent fiber roll and space stakes at 4-foot max.

NO SCALE

Spacing Slope

STAKES REQUIRED

1:4 or flatter

1:3

1:2

1:1

Stakes required for each roll

FIBER ROLL SPACING

Fiber roll length

Fl ow

T o e o f fi ll s lo p e

ELEVATION

PLAN

Runoff from disturbed areas

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

D ire c tio n o f ru n o ff 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

ALTERNATE FIBER ROLL JOINT DETAIL

SLOPE PROTECTION INSTALLATION

FIBER ROLL LAPPING DETAIL

on uphill side of fiber roll

Place excavated material Stagger joints (typ.)

roll is secure to slope. Live stakes may be used for permanent installations. Do not crush fiber roll while staking.

Step 1: Excavate trench and install fiber rolls

Step 2: Backfill soil against fiber rolls

NOTE:

U.S. CUSTOMARY DETAIL

A p r il

F ib e r R ll 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-n p li b i-

L it tl e B ig h o r n

P h a s e

\D G

N \E r o s io n C o n tr o l\ M

N P

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I p ln e c s td

.d g n

DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

F.6

A p r il

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

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T N

P L

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I p ln h y d q ta b .d g n

PROJECT

G.1

METAL ROUND PIPE CULVERT

METAL PIPE ARCH CULVERT

FILL HEIGHT AND METAL THICKNESS TABLE FOR HELICAL LOCKSEAM AND WELDED SEAM PIPE CULVERT

STEEL ALUMINUM

EQUI-

VALENT

DIAMETER

MINIMUM

CORNER

RADIUS

MINIMUM

COVERSPAN x RISE

PIPE ARCH

SIZE

PIPE ARCH

SIZE

SPAN x RISE

EQUI-

VALENT

DIAMETER

MINIMUM

CORNER

RADIUS

MINIMUM

COVER

MINIMUM

COVERDIAMETER

PIPE

SIZE

PIPE

SIZE

DIAMETER

MINIMUM

COVER

ALUMINUMSTEEL

When directed, camber pipe culverts upward from a chord through the inlet and outlet inverts an ordinate amount equal to 1% of the pipe length. Develop camber on a parabolic curve. If the midpoint elevation on the parabolic curve as designed exceeds the elevation of the inlet invert, reduce the amount of camber or increase the pipe culvert gradient.

special analysis by the CO.

The fill heights in the table are for helical lockseam and welded seam pipe only.

Fill heights for culvert pipe with annular corrugations are more restrictive than those of helical lockseam and welded seam pipe.

Obtain approval before furnishing annular corrugation pipe.

Measure minimum cover from the top of the pipe culvert to the subgrade for flexible pavements, and to the top of the pavement for rigid pavements. Measure maximum fill height from the top of the pipe to the top of the pavement for both flexible and rigid pavement.

METAL PIPE CULVERT

Fill heights exceeding 100 feet require

" CORRUGATIONS2

1" x 3

22 3" x 1" CORRUGATIONS

METAL THICKNESS (INCH/GAGE)

0.060/160.075/140.105/120.135/10 0.164/8 0.060/160.075/140.105/120.135/10 0.164/8

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)INCHES INCHES

" CORRUGATIONS2

1" x 3

22 3" x 1" CORRUGATIONS 5" x 1" CORRUGATIONS

METAL THICKNESS (INCH/GAGE)

0.064/160.079/140.109/120.138/10 0.168/8 0.064/160.079/140.109/120.138/10 0.168/8 0.064/160.079/140.109/120.138/10 0.168/8

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)INCHES

INCHES

142 x 91

137 x 87

128 x 83

117 x 79

112 x 75

103 x 71

95 x 67

87 x 63

83 x 57

81 x 59

77 x 52

73 x 55

71 x 47

66 x 51

64 x 43

60 x 46

57 x 38

49 x 33

42 x 29

35 x 24

28 x 20

24 x 18

21 x 15

17 x 13

INCHES

3.5

INCHES

" CORRUGATIONS2

1" x 3

22 3" x 1" CORRUGATIONS

METAL THICKNESS (INCH/GAGE)

5" x 1" CORRUGATIONS

0.064/160.079/140.109/120.138/10 0.168/8 0.079/140.109/120.138/10 0.168/8 0.079/14

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)

0.109/120.138/10 0.168/8

INCHES INCHES INCHES

103 x 71

95 x 67

87 x 63

81 x 59

73 x 55

66 x 51

64 x 43

60 x 46

57 x 38

49 x 33

42 x 29

35 x 24

28 x 20

24 x 18

21 x 15

17 x 13

INCHES

3.5

" CORRUGATIONS2

1" x 3

METAL THICKNESS (INCH/GAGE)

3" x 1" CORRUGATIONS

0.135/100.105/120.075/14

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)

0.060/160.135/100.105/120.075/140.060/16

STANDARD APPROVED FOR USE 12/1993

6/2005 4/1994 REVISED:

602-1

A p r il

S td 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-n p li b i-

L it tl e B ig h o r n

P h a s e

\D G

N \D r a in a g e \M

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FLH STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

G.2

SMOOTH SLEEVE BAND FLAT BAND

SEMI-CORRUGATED BAND

HELICAL BANDANNULAR BANDSTANDARD BAND CONNECTIONS

SLEEVE JOINT

SIDE VIEW SIDE VIEW SIDE VIEW

END VIEW

END VIEWEND VIEW

Oval Lug

Band Angle

Bar & Strap

Integral Flange Wedge and Strap

Smoother sleeve with center stop.

Stab type joint

ROUND PIPE

DIAMETER

PIPE ARCH

SPAN × RISE

CORRUGATION

Band Band

Band Bolts

Pipe

Band

Bolts

Angle

Pipe

BandBand

Bolts

Pipe heel and toe of angle of corrugation at fillet weld at crest

Rivet, spot weld, or

Angle

Wedge

Watertight pipe joints are not required unless specified in the Special Contract Requirements.

Other types of coupling bands or fastening devices that comply with the joint performance criteria of AASHTO Standard specifications for

Highway Bridges, Division II Section 26 may be used.

of corrugation at heel and toe of angle

Rivet, spot weld, or fillet weld at crest strap connector

Bolt, bar and

[1] Fabricate annular, helical and semi-corrugated type coupling bands from the same metal as

[2] For helically corrugated pipe with rerolled ends, the nominal corrugations size refers to the dimension of the end corrugation in the pipe.

COUPLING BANDS FOR METAL PIPE CULVERT [1]

[3] Use annular corrugated bands with pipes having annular corrugations or with helical pipe the connecting pipe. Provide coupling bands not more than 3 nominal sheet thicknesses

ANNULAR

CORRUGATED

HELICALLY

CORRUGATED

BANDS [4]

SEMI-

CORRUGATEDSIZE [2]

BANDS [3] BANDS [5]

Band corrugation in pipe end with second annular around band meshes

Continuous corrugation

BoltsBand

MINIMUM BAND WIDTH (INCHES)

1 × 2

1 × 3

3 × 1

5 × 1 78 to 144

36 to 72

78 to 144

36 to 72

78 to 84

42 to 72

12 to 36

87 × 64 to 142 × 91

60 × 46 to 81 × 59

87 × 64 to 142 × 91

60 × 46 to 81 × 59

49 × 33 to 83 × 57

17 × 13 to 42 × 29

10.5

INCHESINCHESINCHES

rerolled with 3" × 1" pipe corrugations.

COUPLING BAND

METAL PIPE CULVERT

having rerolled end to form annular corrugations. A 10.5 inch band is acceptable on

" corrugations. A 12 inch band is acceptable on pipe ends 2 1" × 3

2pipe ends rerolled with 2 steel or 0.048 inch for aluminum. Fasten coupling bands with the following diameter of bolt:

thinner than the thickness of the pipe to be connected, and no thinner than 0.052 inch for or 0.036 inch for aluminum, or a plastic with an equivalent strength to metal.

Use a matching metal having a nominal thickness of not less than 0.040 inch for steel, Smooth sleeve-type couplers and flat bands may be used for pipe diameters of 12" or less.

"2 1" × 3

2The minimum band widths shown for 3" × 1" and 5" × 1" corrugated sizes apply to 2 corrugations on rerolled pipe ends.

diameter, required above 42" diameter

Second angle connection optional to 42" diameter, required above 42" diameter

Second angle connection optional to 42"

NOTE:

underdrain [6]

[4] Use helical corrugated bands with pipes having helically corrugated ends.

[5]

[6]

" for 18" round culvert (21" × 15" pipe arch) or less8

" for 21" round culvert (24" × 18" pipe arch) or more2

STANDARD APPROVED FOR USE 12/1993

6/2005 4/1994 REVISED:

602-2

A p r il

S td 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-n p li b i-

L it tl e B ig h o r n

P h a s e

\D G

N \D r a in a g e \M

N P

I B

I p ln h y d

S td

.d g n

FLH STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

G.3

H equals the diameter of all round pipe culverts or the rise dimension of all pipe arch culverts.

See Section 704 for bedding and backfill requirements.

Construct piping plug of impermeable backfill material at the pipe culvert inlet where granular material is used for backfill. Width may be adjusted to tie into impervious material.

MULTIPLE PIPE INSTALLATION

PIPING PLUG

BELOW NATURAL GROUND OR

TRENCH EXCAVATION IN EMBANKMENT

ON UNSTABLE MATERIAL

ABOVE AND BELOW

NATURAL GROUND

ON NATURAL GROUND

ABOVE NATURAL GROUND

ON UNYIELDING MATERIAL

PIPE BEDDING

ELEVATION

SECTION A-A

LEGEND:

Bedding material (uncompacted)

Impermeable backfill material.

BEDDING DEPTH

MINIMUM SPACING

SPACING

DIAMETER

or SPAN

PIPE SIZE (H) DEPTH

Roadway embankment Roadway embankment

Natural ground

Toe plate Toe plate

Natural ground Natural ground

Roadway embankment

Roadway excavation

Natural ground

Width

H H

Finished subgrade Finished subgrade

Natural ground

Finished subgrade

Pipe culvert

Embankment slope

High water elevation treatment

Culvert end

Piping plug before trench excavation embankment height

Finished subgrade or

Original natural ground surface

Finished subgrade

Roadway embankment

Finished subgrade trench excavations

Embankment material placed in layers

Compacted backfill material placed in layers not backfill in accordance with Section 614.

depth table

See bedding excavation in trench

compact in layers not over compressible material. Lightly and replace with selected fine

Remove unyielding material fill material properly compacted with approved granular foundation firm bearing soil and replace

Remove unstable material to

Bedding

Half diameter or whichever is less

(see table)

Minimum spacing or Span

Diameter or Span

Diameter section

Metal endMetal end section or 36" (max.) for embankment installations not exceeding 6" compacted depth.

exceeding 6" compacted depth; or lean concrete

> 54"

12" to 54"

18" (min.)

6" in uncompacted depth.

* Reduce to 18" for

UP to 48"

48" and UP

24" span or 36", PIPE CULVERT BEDDING

METAL AND PLASTIC

2'-0" ±

1'-0" ±

18" ±

18" ±18"±

(min.)

12" (min.), 24" (max.)

"/foot of cover,2 minimum

1'-0"

NOTE:

2H or 12' (max.)

2H or 12' (max.) 2H or 12' (max.) 2H or 12' (max.) 2H or 12' (max.)

2H or 12' (max.)2H or 12' (max.)

2H or 12' (max.) 2H or 12' (max.)

STANDARD APPROVED FOR USE 12/1993

10/2017 DRAFT:

6/2005 4/1994 REVISED:

602-3

A p r il

S td 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-n p li b i-

L it tl e B ig h o r n

P h a s e

\D G

N \D r a in a g e \M

N P

I B

I p ln h y d

S td

.d g n

FLH STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

G.4

S T O P

16'-1

C RoadwayL

16'-1

Detail B

"16 5to pipe welds

Typ. all pipe

2'-6" material

6" Bedding

Detail A

HSS5.0…

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