mt-d201702_DAR2017(2)_Plans_Sign_Stamped.pdf

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE 11/2001

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

W101-1

AND ABBREVIATIONS

PLAN SYMBOLS

W west drwg(s).

dist.

diaph.

diag.

dia.

DHV

D exp. jt.

exc.

EW

ER

EQ or eq.

EP

emb.

elev.

El. 94.16 ft e

E expansion joint excavation edge of water edge of road equation edge of pavement embankment elevation elevation with number superelevation rate east drawing(s) distance diaphragm diagonal diameter design hourly volume diameter galv.

ga.

galvanized gage (gauge)

HW

hex.

hdwl.

high water hexagon headwall ftg.

ft3 ft2 flg.

fin.

footing cubic foot (feet) square foot flange finish jt.

ID

joint inside diameter

LW

lt. or LT

Ls

LPSM

long.

LNFT

lat.

lam.

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

NC

N normal crown north

OG

OD

o. to o.

o. c.

original ground outside diameter out to out on center pvmt.

PT

PST

PSC

PS

POT

POS

POC

pl.

PI

PCS

PCC

PC

pavement point of tangent point of spiral to tangent point of spiral to curve point of tangent to spiral point on tangent point on spiral point on curve plate point of intersection point of curve to spiral point of compound curve point of curve rte.

rt. or RT reqd.

reinf.

rdwy.

R/W

R.

R route right required reinforcement roadway right-of-way range radius typ.

Ts

TS

thd.

TBM

T.

T typical tangent distance (spiraled curve) point of tangent to spiral thread temporary bench mark township tangent distance

VPI

vph

V vertical point of intersection vehicles per hour design speed yd3 yd2 cubic yard(s) square yard sym.

STS

struc.

stiff.

stgr.

std.

STA, Sta.

ST

SS

SRS

SQYD

SQFT

spa.

SLRY

shldr.

sec.

SC

SADT

S symmetrical point of spiral to tangent spiral structural stiffener stringer standard station point of spiral to tangent point of spiral to spiral (no curve) point of spiral to reverse spiral square yard square foot spacing, spaces or spaced slurry unit shoulder section point of spiral to curve seasonal average daily traffic south

CUYD

culv.

CUFT

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

min.

MGAL

max.

matl.

monument minimum thousand gallon maximum material P

M

A u g u s t

U

S C

F h ig h w a y s F

H W

A m t-d

D A

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

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

A.2 DAR 2017(2) MT

BH

CP GPS

JH

TP

DI

36 31

6 1

36 31

6 1

SEC.

SEC.

EL. 1234.56

N

E

RIP

G G

W W

DI

T T

NOTE:

NO SCALE

on the appropriate plan sheet.

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

Property Line w/Found Property Corner

Section Corner (Found, Projected)16

Section Line16

Section Corner (Found, Projected)4

Section Line4

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

Trail

Lake, Pond or Reservoir; Marshland

Spring or Seep

Material Source; Bore Hole; Test Pit

Section Line

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Section Corner (Found, Projected)

Large Creek or River

Spot Elevation; Coordinate Grid Tick

Above Ground Tank; Underground Tank

Treeline; Individual Trees

Boulder; Well; Satellite Dish; Grave

Cooking Grate; Garbage Can; Picnic Table

Flagpole; Fire Hydrant

Gas & Water Meter; Gas & Water Valve

Silt Fence

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

BLM Lands Boundary

Railroad

Intermittent Drainage or Small Creek

Control Point (Terrestrial and GPS); Jump Hub

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

AH

ADT

abut.

bearing bridge balance point bench mark back brg.

br.

BP

BM

BK

ctrs.

CS

cont.

constr. jt.

conn.

conc.

col.

CMP

clr.

cc or c. to c.

centers point of curve to spiral continuous construction joint connection concrete column corrugated metal pipe clear centerline center to center mile post main line

M.P.

M.L.

STEAM = steam, T = telephone, TV = CATV, W = water

P = power, SA = sanitary sewer, SD = storm drain, SS = storm sewer, FM = force main, FO = fiber optic, G = gas, IRR = irrigation, O = oil, UP = transformer or junction box, WF = water fountain

EM = electric meter, T = telephone pedestal, TV = CATV pedestal, Light, Support w/Anchor)

Poles (Power, Telephone, Joint Use,

- no symbol -

EXISTING PROPOSED

Transition

Toe of Fill

Top of Cut wall face

CL

North Arrow

Fence

Gate with Fence

Cattleguard

Guardrail

Retaining Wall

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Underdrain

Concrete Barrier

Slope Stake Limits

Pipe Culvert with Drop Inlet

Box Culvert

Delineators

Underground Utilities

Overhead/Above Ground Utilities

Signs (single, double post; portable)

Miscellaneous Utility Features

Building

Right-of-Way Line with Monument

Permanent Easement

Construction Easement

Riprap

Fiber Roll or Wattle

SUFFOLK

Salt

C r e e k

C r e e k

C r e e k

Little

Salt

E a st

F o rk

S a lt

C r e e k

S a lt

D o g

R os e

C re e k

C re e k

B o x

E ld e r

D o g

C r e e k

Creek

Salt

Creek

C re e k

F o r k

W e s t

E-10 ROAD

VICINITY MAP

M.P. 0.01

BEGIN E-10 ROAD WORK

M.P. 7.58

END E-10 ROAD WORK

E-10

1 0.5 0 1 2

SCALE IN MILES

E SUFFOLK RD

N

SALT CREEK RD

ECHO DR

BALKY HORSE RD

S A

L T C

R E

E K R

D

THRILL HILLS RD

BUTCHER RD

T H

R I L L H

I L L S R

D

HALIKSON RD

ANDREWS LN

.5 M ile s T o W in ifre d

M ile s T o H ilg e r

A.3

STATE PROJECT

NUMBER

MT

DAR 2017(2)

A u g

P

M ft p .1

.1

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

E .d g n

I n t_ ft

D

B

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

B e ll

D s ig n e d b y

THREE MILE RD

B N S F

M

R

C M R

RI

VER

Lou se

Creek

S a g e

India n

Cre ek

Cr ee k

Lo us e

MOCCASIN

MONTANAMONTANA

3 87

C re e k

JU

DI

TH

1 0.5 0 1 2

SCALE IN MILES

N

N S

T A

R R

D

INDIANA RD

S S

T A

R R

D

W O

O D

L A

N D R

D

G R

A Y S

T O

N E R

D

S T

O C

K F

A R

M R

D

SUNSET RD

FIELDSTONE RD

SUN BASIN RD

M-10 ROAD

VICINITY MAP

L O

U S

E C

R E

E K R

D M

A C

A R

O N I R

D

N O

R T

H F I S

H E

R M

A N R

D

P H

E A

S A

N T R

D

P I O

N E

E R R

D

WINDHAM RD

B E

N C

H L

A N

D R

D

M.P. 11.43

END M-10 ROAD WORK

M.P. 0.08

BEGIN M-10 ROAD WORK

M-10

C U R

LE

W R

D

N O

R T

H K

O L I N R

D

SUN BASIN RD

GROVE RD

M U

R R

A Y R

D

H A

R V

E S

T R

D

I N

D I A

N B

U T

T

R

A.4

STATE PROJECT

A u g

P

M ft p .1

.1

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

M .d g n

I n t_ ft

D

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

B s ig n e d b y

M.P. 9.28

Crossing

Central Montana Rail

M.P. 3.71

Crossing

Central Montana Rail

Alkali

Creek

Creek

Creek

North

Chippewa

Maiden

C o lla r

G u lc h

M a id e n

Canyon

C h ip p e w a

Whis ke y

A lk a li

North

Fork

McDonald

Cr ee k

C reek

Creek

Creek

R u b y

G u lc h

MONTANA

MONTANA

Alkali

1 0.5 0 1 2

SCALE IN MILES

N

M.P. 0.00

BEGIN N-11 ROAD WORK

M.P. 8.96

END N-11 ROAD WORK

S T I L L

M A

N R

D

DIVIDE RD

GI

LT

EDGE

RD

BLACK B

UTTE

RD

BLACK B

UTTE

RD

SKAGGS LANE

M C

C A

R T

N E

Y R

D

G I L T E

D G

E R

D

N-11

A.5

STATE PROJECT

A u g

P

M ft p .1

.1

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

N

N .d g n

I n t_ ft

D

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

B s ig n e d b y

10 Miles

To Grass Range

M ile s

To L ew is to w n

P I P

E R C

U T

O F F N

O R

T H

B U

R N

E T

T R

D

M.P. 0.00

BEGIN N-10 ROAD WORK

M.P. 1.65

END N-10 ROAD WORK

N-10

N-10 & N-11 ROADS

VICINITY MAP

1 0.5 0 1 2

SCALE IN MILES

VALENTINE RD

N

SATTERFIELD RD

DI

RT

RD

S A

T T

E R

F I E

L D R

D

DAVIS RD

B O

W S

E R R

D

B L

A C

K B

U T

T E R

D

C I

M R

H A

K L R

D

M A

Y B

E E R

D

M.P. 7.93

END O-07 ROAD WORK

M.P. 0.00

BEGIN O-07 ROAD WORK

O-07

F E

R G

U S C

O

P E

T R

O L E

U M C

O

A.6

STATE PROJECT

A u g

P

M ft p .1

.1

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

O .d g n

I n t_ ft

D

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

B s ig n e d b y

O-07 ROAD

VICINITY MAP

Creek

Elde r

Bea r

Cree k

Box

ROY

MONTANA

Ar m el ls

C re e k

Elde rBox

Armells

C r e e k

ROY

O-11 ROAD

VICINITY MAP

M.P. 0.00

BEGIN O-11 ROAD WORK

M.P. 6.87

END O-11 ROAD WORK

1 0.5 0 1 2

SCALE IN MILES N

HORSE RANCH RD

R O

M U

N D

S T

A D R

D

RINDAL RD

ROMUNDSTAD RD

B L

A C

K B

U T

T E R

D

DAVIS RD

B O

W S

E R R

D

H O

R S

E R

A N

C H R

D

M A

Y B

E E R

D

IR

IS

H R

D O-11

A.7

STATE PROJECT

A u g

P

M ft p .1

.1

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

O .d g n

I n t_ ft

D

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

B s ig n e d b y

1 7.57 2 11.35 1 1.65 1 8.96 1 7.93 3 6.87

44.33

[1] Quantities based on the following:

1. 15 TON/approach for private approaches.

2. 10 TON/approach for farm field approaches.

3. 40 TON/approach for public approaches.

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

5. 40 TON/turnout for public roadway turnouts.

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

[3] Calcium chloride quantities based on 1.85% by dry weight of imported surface course aggregate and 1.50% by unit weight of in-place aggregate.

[4] See Sheets C.2 - C.3.

ESTIMATED MAINLINE TYPICAL SECTION QUANTITIES

(For Information Only)

Section 302 Section 311

Miles Typical No. [4]Road Number Calcium chloride [3]

(TON)

Roadway aggregate, method 2 [1] [2]

FOOTNOTE:

(TON)

1,205

Total

E-10 M-10 N-10 N-11 O-07 O-11

96,007

23,944 28,170

1,968

16,792

(TON)

21,914

5,187

Stabilized aggregate surface course, calcium chloride, imported aggregate

[2]

STATE PROJECT

DAR 2017(2) C.1MT

F:

\h ig hw ay s\

FH

W A\

_m t-d2

1_

D A R

\D es ig n\ Ty pi ca l S ec ti on s\ [m t- 1-

S ep

-2

7:

A

M N

B el l 8/

B

Th om ps on

8/

D es ig ne d by

C he ck ed b y:

NUMBER

TABULATION OF TYPICAL

SECTION QUANTITIES

C.2

STATE PROJECT

S e p

A

M m t-d c a .d g n

U

S I n t2

D

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

B s ig n e d b y

1:3

Travel lane Travel lane

1:3

LC

Existing Slope

Existing Slope li m it s

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

C o n s tr u c ti o n

FOOTNOTE:

Roadway reconditioning

TYPICAL SECTIONS

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

[1]

5% Crown ± 1/2% [1]5% Crown ± 1/2%

NOTE:

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

(4" AGGREGATE STABILIZATION)

TYPICAL SECTION NO. 1

Original ground

1. See Sheet C.1 for estimated quantities.

excess material removal. See Section D.

Roads wider than the maximum allowed require[4]

Taper at a rate of 25:1 between widths. See Sheet C.4.

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

Ensure drainage down to existing ditch.

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

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

C.3

S e p

A

M m t-d c b .d g n

U

S I n t2

D

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

B s ig n e d b y

FOOTNOTE:

TYPICAL SECTIONS

NO SCALE

NOTE:

Travel lane

LC

Existing Slope

Existing Slope li m it s

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

C o n s tr u c ti o n

[1]

5% Crown ± 1/2% [1]5% Crown ± 1/2%

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

Original ground

Roadway reconditioning

Travel lane Travel lane

LC

Existing Slope

Existing Slope li m it s

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

C o n s tr u c ti o n

[1]

5% Crown ± 1/2% [1]5% Crown ± 1/2%

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

Original ground

Roadway reconditioning

M-10 ROAD, M.P. 0.08 - 11.43

(EXISTING CALCIUM CHLORIDE STABILIZED SURFACING)

TYPICAL SECTION NO. 2

O-11 ROAD, M.P. 0.00 - 6.87

(ROADWAY RECONDITIONING)

TYPICAL SECTION NO. 3

1:3 1:3

[5]2" compacted depth calcium chloride, imported aggregate, Stabilized aggregate surface course, aggregate 4" depth

Calcium chloride stabilized

Travel lane aggregate surface

Top of existing

1. See Sheet C.1 for estimated quantities.

of the new imported aggregate.

Incorporate calcium chloride to a depth of 4 inches from the top[5] material removal. See Section D.

Roads wider than the maximum allowed require excess[4]

Taper at a rate of 25:1 between widths. See Sheet C.4.

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

Ensure drainage down to existing ditch.

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

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

C.4

A u g

P

M ft p .1

.1

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

U

S I n t2

D

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

B s ig n e d b y

TYPICAL DETAILS

CONNECTION WITH NONPAVED ROADWAYS

AT THE BEGINNING AND END OF

TYPICAL TREATMENT OF GRAVEL SECTIONS

PROFILE

PROFILE

d e p th s u r fa c in g

B e g in E n d f u

25:1 Taper

25:1 Taper

TYPICAL TAPER

PLAN

LC

FOOTNOTE:

NO SCALE

or paved roadway

Existing structure e x is ti n g w id th

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

V a r ia b le

Profile grade grade line

Existing road surfacing section

Match mainline surfacing section

Match mainline

Profile grade

[2]50' min.

[2]50' min.

grade line

[1]Existing road

[3]Imported surface aggregate

[3]Imported surface aggregate

See Sheets C.2 - C.3 for aggregate surfacing type.[3] structures and existing roadways as approved.

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

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

intersecting roadway or from the structure. Taper

Excavate existing gravel surfacing from the edge of [1]

PROFILE

or paved roadway

Existing structure surfacing section

Match mainline

Profile grade

[2]200' min.

grade line

[1]Existing road

[3]Imported surface aggregate

AND PAVED INTERSECTIONS

TYPICAL TREATMENT AT EXISTING BRIDGES, RAILROAD CROSSINGS,

TYPICAL TREATMENT AT CATTLE GUARDS TO REMAIN IN-PLACE

O-07 3.88 RT

MISCELLANEOUS PLAN

QUANTITIES

(For Information Only)

(406) 731-2459

(406) 394-2751

UTILITY CONTACT INFORMATION

(406) 538-1201

Road Number

M-10

Remove and reset fence

Brent Bushnell (406) 441-7649

(406) 538-3465Monte Obert Guy Johnson

Phone #ContactAddress

1620 Airport Rd., Lewistown, MT 59457

Company

1021 Chestnut St., Helena, MT 59601CenturyLink Communications, Inc.

USAF - Malmstrom Cable Affairs

Scott Leeds Bruce KudrnaM-10 & E-10

E-10, M-10, N-10, N-11, O-07, & O-11 6932 Goddard Dr., Bldg. 165, Rm. 153, Malmstrom AFB, MT 59402

M-10, O-07, & O-11

Total

Montana Department of Transportation

(406) 394-2786

Matt Auger Ron Corkin

P.O. Box 1140, Havre, MT 59501Triangle Communications

(406) 670-0884

Noah Davis

Bud Pederson

Mid-Rivers Telephone Cooperative 223 W. Janeaux St., Lewistown, MT 59457

M-10 Central Montana Rail, Inc. 100 W. Railroad Ave., Denton, MT 59430 Carla Allen (406) 567-2223

M-10

M-10, N-10, N-11, & O-07 Fergus Electric Cooperative, Inc. 84423 US HWY 87, Lewistown, MT 59457

N-10 & N-11

N-10, N-11, O-07, & O-11 (406) 535-7501

Sleepy Hollow Oil and Gas, LLC. (Kykuitt Resources)

(406) 538-1301

Keith Conroy (406) 366-5981

Larry Phillips

302 South Dawes St., Lewistown, MT 59457NorthWestern Energy

138 Rose Creek Road, Winifred, MT 59489

Express Pipeline (Spectra Energy) Suite 352, 800 Werner Ct., Casper, WY 82601 Brian Tomlinson

E-10

(LNFT)

M.P.Road Number

Section 623

ESTIMATED ROADWAY QUANTITIES

(For Information Only)

Dump truck, 12 cubic yard minimum capacity

(HOUR)

Backhoe loader, 6 cuft minimum rated capacity, 24" width

Motor grader, 12 foot minimum blade

(HOUR)

General labor

(HOUR)

Section 622Section 619

40 40 20 30

STATE PROJECT

DAR 2017(2) D.1MT

F:

\h ig hw ay s\

FH

W

A\

_m t-d2

1_ D

A R

\D es ig n\ Pl an a nd P ro fil e\ [m t- 7-

S ep

-2

1:

P

M N

B el l 8/

B

Th om ps on

8/

D es ig ne d by

C he ck ed b y:

NUMBER

TABULATION OF PLAN

QUANTITIES

NOTE:

NO SCALE

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

M .P .3

M .P .0

M .P .0

M .P .0

M .P .0

M .P .0

M .P .0

M .P .0

M .P .0

1. Gravel existing approaches and turnouts to match existing widths and radii as approved.

2. All culverts are existing unless otherwise noted.

P r iv a te A p p r

R T

M .P .9 b li c A p p r

L T

M .P .5

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

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

B e g in P r o je c t

LINE GRAPH

E-10 ROAD

F a r m F ie ld A p p r

R T

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

L T

M .P .2

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

M .P .4

P u b li c A p p r

R T

M .P .0 b li c A p p r

R T

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

R T

M .P .2 r iv a te A p p r

L T

M .P .2

P r iv a te A p p r

L T

M .P .3

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

M .P .8

P u b li c A p p r

L T

M .P .6

P r iv a te A p p r

R T

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

M .P .8

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

M .P .0

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

M .P .6

F a r m F ie ld A p p r

R T

M .P .8 m t-d d a

E .d g n

I n t_ ft

D

D.2

STATE PROJECT

A u g

T h o m p s

B

C h e c k e d b y

D e s ig n e d b y

M .P .0

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

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

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 .5 tr u c tu r e

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

M .P .3

S tr u c tu r e

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

M .P .0

E n d P r o je c t

M .P .5

E n d T y p ic a l

N o

S tr u c tu r e

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

M .P .2

P ip e A r c h fo r

E q u iv a le n t

D ia m e te r

C o n s tr u c t

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

T

M .P

N o t

D is tu r b

E x is ti n g B r id g e

M .P .6

D o N o t

D is tu r b

E x is ti n g B r id g e

M .P .2

D o N o t

D is tu r b

E x is ti n g

D ia

P ip e C u lv e r t

M .P .0

D o N o t

D is tu r b

E x is ti n g

D ia

P ip e C u lv e r t

M .P m t-d d b

M .d g n

I n t_ ft

D

D.3

STATE PROJECT

A u g

T h o m p s

B

C h e c k e d b y

D e s ig n e d b y

NOTE:

NO SCALE

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

M .P .0

LINE GRAPH

M-10 ROAD

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

M .P .1

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

M .P .7

B e g in P r o je c t

M P .0

B e g in T y p ic a l

N o

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

T

M P .1 otherwise noted.

1. All culverts are existing unless and dispose of according to Section 203.

Remove and haul excess material off site according to Section 622

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

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

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

m t-d d c

M .d g n

I n t_ ft

D

D.4

STATE PROJECT

S e p

T h o m p s

B

C h e c k e d b y

D e s ig n e d b y

NOTE:

NO SCALE

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

Remove and haul excess material off site according to Section 622

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

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

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

M .P .0

M .P .0

LINE GRAPH (CONT.)

M-10 ROAD

E n d P r o je c t

M .P .4

E n d T y p ic a l

N o

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

M .P .2

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

M .P .6

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

M .P .4

1. All culverts are existing unless otherwise noted.

FOOTNOTE:

See Section 621.[1]

S e c ti o n C o r n e r

E x is ti n g S u r v e y M o n u m e n t

M .P p la c e w it h

P ip e C u lv e r t

M .P

M .P .0

M .P .0

2. All culverts are existing unless otherwise noted.

existing widths and radii as approved.

1. Gravel existing approaches and turnouts to match

FOOTNOTE:

LINE GRAPH

N-10 ROAD

B e g in P r o je c t

M .P .0

B e g in T y p ic a l N o m t-d d d

N .d g n

I n t_ ft

D

D.5

STATE PROJECT

S e p

P

M B

T h o m p s

B

C h e c k e d b y

D e s ig n e d b y

E n d P r o je c t

M .P .6

E n d T y p ic a l

N o

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

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

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

R T

M .P .6 a n C u lv e r t i n P la c e

M .P .2

P r iv a te A p p r

L T

M .P .1

P r iv a te A p p r

L T

M .P .3

P r iv a te A p p r

R T

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

L T

M .P .1

F a r m F ie ld A p p r

L T

M .P .3

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

R e p la c e w it h

E q u iv a le n t

M .P .1

Existing culvert is concrete. See Section 203.[1] m t-d d e

N .d g n

I n t_ ft

D

D.6

STATE PROJECT

S e p

T h o m p s

B

C h e c k e d b y

D e s ig n e d b y

NOTE:

NO SCALE

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

LINE GRAPH

N-11 ROAD

P r iv a te A p p r

L T

M .P .5

P u b li c A p p r

L T

M .P .0

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

M .P .5

P u b li c A p p r

L T

M .P .3

P r iv a te A p p r

L T

M .P .1

P u b li c A p p r

R T

M .P u c tu r e

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

M .P .0

S tr u c tu r e

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

M .P .0

P u b li c A p p r

L T

M .P .0

F a r m F ie ld A p p r

R T

M .P u c tu r e

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

M .P .1

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

M .P .7

F a r m F ie ld A p p r

L T

M .P .4

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

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 .9

E n d P r o je c t

M .P .9

E n d T y p ic a l

N o

F a r m F ie ld A p p r

R T

M .P iv a te A p p r

L T

M .P .9

P r iv a te A p p r

R T

M .P .4 fo

C u lv e r t

C o n s tr u c t

E n e r g s ip a to r L

T

M .P .0

B e g in P r o je c t

M .P .0

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

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

M .P .7 fo r

C u lv e r t

C o n s tr u c t

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

T

R e p a ir D r a in a g e S tr u c tu r e

M .P .5 otherwise noted.

2. All culverts are existing unless and radii as approved.

turnouts to match existing widths

1. Gravel existing approaches and

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

R e p la c e w it h

E q iv a le n t

M .P .2

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

I n s ta ll N e w

E q u iv a le n t

M .P .4

P u b li c T u r n o u t

L T

M .P .0

D is s ip a to r

L

R

T a n d E n e r g n s tr u c t

R ip r a p H e a d w a s ia m e te r P ip e A r c h

R e p la c e w it h

E q u iv a le n t

M .P .8

P u b li c T u r n o u t

L T

M .P .4

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

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

I n s ta ll D it c h B e r m L

T

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

R e p la c e w it h

E q u iv a le n t

M .P u c tu r e

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

M .P m t-d d f_

O .d g n

I n t_ ft

D

D.7

STATE PROJECT

A u g

T h o m p s

B

C h e c k e d b y

D e s ig n e d b y

NOTE:

NO SCALE

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. All culverts are existing unless otherwise noted.

existing widths and radii as approved.

1. Gravel existing approaches and turnouts to match

LINE GRAPH

O-07 ROAD

B e g in P r o je c t

M .P .0

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

P u b li c A p p r

L T

M .P .4

P r iv a te A p p r

L T

M .P .7

S tr u c tu r e

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

M .P .4

P r iv a te A p p r

L T

M .P .8

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

M .P .1

F a r m F ie ld A p p r

R T

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

R T

M .P b li c A p p r

L T

M .P .4

P u b li c A p p r

R T

M .P iv a te A p p r

R T

M .P iv a te A p p r

R T

M .P iv a te A p p r

L T

M .P .9

P r iv a te A p p r

R T

M .P iv a te A p p r

L T

M .P .5

S tr u c tu r e

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

M .P .1

F a r m F ie ld A p p r

L T

M .P .7

P r iv a te A p p r

R T

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

R T

M .P iv a te A p p r

R T

M .P .6 s il e L a u n c h F a c il it y O

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 .9

E n d P r o je c t

M .P .9

E n d T y p ic a l

N o

P r iv a te A p p r

R T

M .P

N o t

D is tu b x is ti n g C a tt le G u a r d

M .P

N o t

D is tu is ti n g C a tt le G u a r d

M .P .2

L T R

T f o r

C u lv e r t

C o n s tr u c t

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

M .P .3

D o N o t

D is tu r b

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

M .P .8

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

R e p la c e w it h

E q u iv a le n t

M .P .4

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

F e n c e R

T

L T R

T f o r

C u lv e r t

C o n s tr u c t

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

M .P .8

S tr u c tu r e R

T

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

M .P .7

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

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

m t-d d g

O .d g n

I n t_ ft

D

D.8

STATE PROJECT

A u g

T h o m p s

B

C h e c k e d b y

D e s ig n e d b y

NOTE:

NO SCALE

M .P .0

M .P .0

M .P .0

M .P .0

M .P .0

M .P .0

M .P .0

LINE GRAPH

O-11 ROAD

B e g in P r o je c t

M .P .0

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

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

M .P .2

S tr u c tu r e

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

M .P .3

E n d P r o je c t

M .P .8

E n d T y p ic a l

N o

N o t

D is tu is ti n g C a tt le G u a r d

M .P

N o t

D is tu is ti n g C a tt le G u a r d

M .P

N o t

D is tu is ti n g C a tt le G u a r d

M .P

N o t

D is tu is ti n g C a tt le G u a r d

M .P .9

D o N o t

D is tu r b

E x is ti n g B r id g e

M .P .2

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

M .P .8

1. All culverts are existing unless otherwise noted.

L T R

T f o r

C u lv e r t

C o n s tr u c t

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

M .P .2

D o N o t

D is tu r b

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

M .P .5

D o N o t

D is tu r b

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

M .P .2

D o N o t

D is tu r b

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 r b

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 r b

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 r b

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

M .P .7

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

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

E.1

S e p

A

M m t-d e a .d g n

U

S S u r

D

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

B s ig n e d b y

EROSION CONTROL PLAN

NO SCALE

Flowing Drainage

F 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:

field.

approximate. Final locations are to be approved in the

1. The location of soil erosion control devices shown are

FOOTNOTE:

Culvert flowing water.

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

extend across any ditches intersecting the culverts or flowing water. See Sheet E.3 for details. Ensure rolls

Place fiber rolls around culverts with standing [1]

2'2'2'2'

A

A

B B

Flow

SECTION A-A SECTION B-B

SECTION A-A

SECTION B-B

Flow

Flow

Flow embankment

Roadway

NOTE:

PLASTIC LINED DIVERSION CHANNEL

RIPRAP LINED DIVERSION CHANNEL

Flow

Sandbags

SECTION B-B

PLAN

DIVERSION CHANNEL

Plastic linerSandbagsPlastic liner temporary barrier

Use sandbags to construct

Permanent culvert

Roadway centerline

Permanent natural channel

Earthwork limits

Subgrade

Temporary culvert backfill

Natural ground with plastic liner or riprap

Temporary diversion channel

Ø

1:1 1:

6"

1:1 1:

6"

1:1 1:

1:1

1:

whichever is greater.

Ø = 2' or diameter of temporary culvert, DIVERSION CHANNELS

TEMPORARY

see Section A-A backflow into natural channel, Use sandbags to prevent

Riprap, class 1 Riprap, class 1

Silt fence (typ.)

sandbags.

6" deep and secure with riprap or upstream edge of the liner a minimum of joints if using a plastic liner. Bury the

Do not construct channel with longitudinal methods listed in Subsection 204.11(a).

Compact temporary culvert backfill using with temporary culvert as approved by CO.

channel through the roadway embankment

Replace the portion of the diversion

Sandbag (typ.)

embankment

Roadway

Ø

Bedding (typ.)

TEMPORARY CULVERT(S)

See note 6

Temporary culvert(s) see note 5

Diversion channel, and secure with sandbags (typ.)

Bury plastic liner 6" deep

E.2

STATE PROJECT

A u g

P

M ft p .1

.1

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

U

S C u s to m a r

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

B s ig n e d b y

2Ø

4Ø4Ø

2Ø

4Ø

2Ø

4Ø

2Ø when scheduled)

Silt fence (typ.

NO SCALE

when scheduled)

Silt fence (typ.

ØØ

Ø Ø

(typ.)

Sandbag

Subsection 157.10.

be used. Conform to the requirements of

Single or multiple temporary culverts may type E, nonwoven

Geotextile, class 2, type E, nonwoven

Geotextile, class 2,

0.5 percent.

Construct channel at a minimum grade of diversion channel.

length and width of the temporary

Use plastic liner or riprap along the entire

6.

5.

4.

3.

2.

1.

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

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 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

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

E.3

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

DAR 2017(2) MT

U S

C

F h ig h w a y s F

H W

A m t-d

D A

R D e s ig n E r o s io n C o n tr o l\ m t-d e c .d g n

A u g u s t

10.4 x 16

Mile Post

ES

TI

M

A

TE

D M

A X

IM

U M

C O

V

ER

(F

O R I

N

FO

R M

A

TI

O N

O N

LY

S

TR

U C

TU

R A L

EX

C A V A

TI

R I

N

FO

R M

A

TI

O N

O N

LY

PL

A C

ED

R

IP

R A P, M

ET

H O

D A

C

LA

S S

R

IP

R A P

H

EA

D W

A

LL

PL

A C

ED

R

IP

R A P, M

ET

H O

D A

C

LA

S S

EN

ER

G

Y D

IS

S

IP

A

TO

R

PL

A C

ED

R

IP

R A P, M

ET

H O

D A

C

LA

S S

R

IP

R A P

H

EA

D W

A

LL

PL

A C

ED

R

IP

R A P, M

ET

H O

D A

C

LA

S S

EN

ER

G

Y D

IS

S

IP

A

TO

R

-I

N C

H P

IP

E

C U

LV

ER

T

-I

N C H

E Q

U

IV

A

LE

N T

D

IA

M

ET

ER

A

R C H

O R E

LL

IP

TI

C A L

PI

PE

C U

LV

ER

T

-I N

C H

E Q

U

IV

A

LE

N T

D

IA

M

ET

ER

A

R C H

O R E

LL

IP

TI

C A L

PI

PE

C U

LV

ER

T

C

LE

A N

IN

G

C U

LV

ER

T

IN

P

LA

C E

R

EP

A

IR

IN

G

D R A

IN

A G

E S

TR

U C

TU

R E

S K

EW

A N

G

LE

A llo w ab le P ip e

M at er ia l (S ee k ey b el ow

B

EV

EL

S

1V :n

H

B

EV

EL

S

1V :n

H

REMARKS

See below for numbered footnotes

FEET CUYD CUYD CUYD CUYD CUYD LNFT LNFT LNFT EACH EACH Lt Rt E-10

0.07 1 8

1.30 1

3.46 1

4.32 1

4.83 1

5.75 17 7

5.83 1

6.09 1

6.21 1

6.69 1

E-10 Total 17 6 3

M-10

2.11 1 9

2.12 1

10.60 1

10.96 5 169 52 x/GS,C

M-10 Total 169 52 3

N-10

1.15 2 21 40 x/C

1.22 1

N-10 Total 21 40 1

N-11

0.01 4 4

0.59 1

1.00 1

1.54 1

1.76 1

2.08 1

4.58 6 1 4

5.12 1

CUMULATIVE TOTAL 190 0 10 0 17 52 40 0 12 8

Allowable Pipe Material

NOTE: FOOTNOTE: A Aluminum

1. Steel pipe, aluminized steel pipe, and aluminum pipe culvert 1. Twin pipe installation. 8. Triple pipe installation. AS Aluminized steel minimum wall thickness is the thickness required by the Std. 602-1 fill 2. Class 2 Riprap headwall at inlet. See Sheet F.3. 9. Approach pipe. C Concrete height table, unless otherwise noted on plans. 3. Class 2 Riprap headwall at outlet. See Sheet F.3. 10. Install ditch berm at inlet based on Std. 602-6 and GS Galvanized steel

2. Plastic pipe culvert minimum wall thickness is the thickness required 4. Class 2 Energy dissipator at outlet. See Sheet F.3. as directed. See Sheet F.9. Estimated embankment P Plastic by the Std. 602-5 fill height table, unless otherwise noted on plans. 5. Class 3 Riprap headwall at inlet. See Sheet F.4. quantity is 5 CUYD. (blank) Any appropriate material

3. Maintain cover per manufacturer's recommendations on all 6. Class 3 Riprap headwall at outlet. See Sheet F.4. x/__ Any appropriate material culverts under live loading during construction. 7. Class 3 Energy dissipator at outlet. See Sheet F.4. except __

SECTION 607PAY ITEM NUMBER SECTION 251 SECTION 602

ESTIMATION OF DRAINAGE QUANTITIES (For Information Only) F:

\h ig hw ay s\

FH

W A\

_m t-d2

1_

D A R

\D es ig n\ D ra in ag e\

[m t-

7- S ep

-2

3:

P

M N

B el l 8/

B

Th om ps on

8/

D es ig ne d by

C he ck ed b y:

STATE PROJECT

F.1

SHEET

NUMBER

DAR 2017(2)MT

Note: The quantities shown hereon are approximate and are subject to field adjustments.

10.4 x 16

Mile Post

ES

TI

M

A

TE

D M

A X

IM

U M

C O

V

ER

R I

N

FO

R M

A

TI

O N

O N

LY

S

TR

U C

TU

R A L

EX

C A V A

TI

R I

N

FO

R M

A

TI

O N

O N

LY

PL

A C

ED

R

IP

R A P, M

ET

H O

D A

C

LA

S S

R

IP

R A P

H

EA

D W

A

LL

PL

A C

ED

R

IP

R A P, M

ET

H O

D A

C

LA

S S

EN

ER

G

Y D

IS

S

IP

A

TO

R

PL

A C

ED

R

IP

R A P, M

ET

H O

D A

C

LA

S S

R

IP

R A P

H

EA

D W

A

LL

PL

A C

ED

R

IP

R A P, M

ET

H O

D A

C

LA

S S

EN

ER

G

Y D

IS

S

IP

A

TO

R

-I

N C

H P

IP

E

C U

LV

ER

T

-I

N C H

E Q

U

IV

A

LE

N T

D

IA

M

ET

ER

A

R C H

O R E

LL

IP

TI

C A L

PI

PE

C U

LV

ER

T

-I N

C H

E Q

U

IV

A

LE

N T

D

IA

M

ET

ER

A

R C H

O R E

LL

IP

TI

C A L

PI

PE

C U

LV

ER

T

C

LE

A N

IN

G

C U

LV

ER

T

IN

P

LA

C E

R

EP

A

IR

IN

G

D R A

IN

A G

E S

TR

U C

TU

R E

S K

EW

A N

G

LE

A llo w ab le P ip e

M at er ia l (S ee k ey b el ow

B

EV

EL

S

1V :n

H

B

EV

EL

S

1V :n

H

REMARKS

See below for numbered footnotes

FEET CUYD CUYD CUYD CUYD CUYD LNFT LNFT LNFT EACH EACH Lt Rt

PREVIOUS SHEET: 190 10 17 52 40 12 8

5.78 1

8.28 3 33 42 x/GS,C

8.41 2 8 38 x/GS,C

8.76 3 32 44 x/GS,C 10

8.88 2 135 26 18 50 x/GS,C 5, 6, 7

N-11 Total 208 10 26 18 124 50 3 5

O-07

0.48 1

1.19 1

2.45 2 20 38 x/C

3.88 32 1, 5, 6

4.37 20 5, 6

5.12 1

6.77 1 9

O-07 Total 20 52 38 1 3

O-11

4.22 4 2, 3

5.20 1

5.35 1

O-11 Total 4 1 1

PROJECT TOTAL 418 4 10 78 35 52 202 50 15 12

Allowable Pipe Material

NOTE: FOOTNOTE: A Aluminum

1. Steel pipe, aluminized steel pipe, and aluminum pipe culvert 1. Twin pipe installation. 8. Triple pipe installation. AS Aluminized steel minimum wall thickness is the thickness required by the Std. 602-1 fill 2. Class 2 Riprap headwall at inlet. See Sheet F.3. 9. Approach pipe. C Concrete height table, unless otherwise noted on plans. 3. Class 2 Riprap headwall at outlet. See Sheet F.3. 10. Install ditch berm at inlet based on Std. 602-6 and GS Galvanized steel

2. Plastic pipe culvert minimum wall thickness is the thickness required 4. Class 2 Energy dissipator at outlet. See Sheet F.3. as directed. See Sheet F.9. Estimated embankment P Plastic by the Std. 602-5 fill height table, unless otherwise noted on plans. 5. Class 3 Riprap headwall at inlet. See Sheet F.4. quantity is 5 CUYD. (blank) Any appropriate material

3. Maintain cover per manufacturer's recommendations on all 6. Class 3 Riprap headwall at outlet. See Sheet F.4. x/__ Any appropriate material culverts under live loading during construction. 7. Class 3 Energy dissipator at outlet. See Sheet F.4. except __

PAY ITEM NUMBER SECTION 251 SECTION 602 SECTION 607

ESTIMATION OF DRAINAGE QUANTITIES (For Information Only) F:

\h ig hw ay s\

FH

W A\

_m t-d2

1_

D A R

\D es ig n\ D ra in ag e\

[m t-

8- S ep

-2

8:

A

M N

B el l 8/

B

Th om ps on

8/

D es ig ne d by

C he ck ed b y:

STATE PROJECT

F.2

SHEET

NUMBER

DAR 2017(2)MT

Note: The quantities shown hereon are approximate and are subject to field adjustments.

m t-d fb .d g n

I n t_ ft

D

F.3

STATE PROJECT

S e p

T h o m p s

M a r k w a r d t

C h e c k e d b y

D e s ig n e d b y

PLAN

ELEVATION

catch

Fill slope

Flowline length

Variable fill slope catch

Fill slope

Va ria bl e fil l s lo pe le ng th

Va ria bl e

Fi ll Sl op e

12" (min.)

Flowline

24"

1.

Section

NOTE:

B

B A

A

SECTION B-B

SECTION A-A

Place riprap and earthwork geotextiles in energy dissipators at the following rates:

NO SCALE

class 2 (energy dissipator)

Placed riprap, method A, class 1, type C (nonwoven)

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

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

Separation-stabilization geotextile, NO SCALE class 2 (energy dissipator)

Placed riprap, method A, class 2 (energy dissipator)

Placed riprap, method A, 3.

D/2 or 15" min.

D/2 or 15" min.

or as shown on plans

48" (min.)

Adjust widths and lengths to fit existing scour channels as approved.

A

A

RIPRAP HEADWALL DETAILS

ELEVATION - SINGLE PIPE

V a r ia

FOOTNOTE:

1.

Slope to match roadway embankment.[1]

AT PIPE OUTLET DETAIL

ENERGY DISSIPATOR

Placed Riprap Separation-stabilization Geotextile

[3]W [3]W

See Sheets F.1 - F.2 for estimated quantities.

See Sheets F.1 - F.2 for locations and estimated quantities.

SKEW ANGLE DIAGRAM

SECTION A-A

Pipe culvert

V a r ia type C (nonwoven) geotextile, class 1, Separation-stabilization c e n te r li n e

R o a d w a y

Cu lv er t ce nt er lin e

BOP

EOPclass 2 (riprap headwall)

Placed riprap, method A, class 2 (energy dissipator)

Placed riprap, method A, on plans or as shown

48" (min.)

[1] class 2 (riprap headwall)

Placed riprap, method A, Pipe culvert

Skew angle

DETAILS

RIPRAP STABILIZATION

CLASS 2

D

D

W/2

W

W

Width (W)Outlet Diameter (D)

24" standard, 12" if headwall extends into subgrade.[2]

½ diameter or 24" minimum.[3]

24"

24"

18"

18"

B-B

A-A

B-B

A-A

54"

54"

48"

48"

0.33 cuyd/ft

0.38 cuyd/ft

0.30 cuyd/ft

0.33 cuyd/ft

0.94 sqyd/ft

1.06 sqyd/ft

0.89 sqyd/ft

1.00 sqyd/ft m t-d fc .d g n

I n t_ ft

D

F.4

STATE PROJECT

S e p

T h o m p s

B

C h e c k e d b y

D e s ig n e d b y

PLAN

ELEVATION

catch

Fill slope

Flowline length

Variable fill slope catch

Fill slope

Va ria bl e fil l s lo pe le ng th

Va ria bl e

Fi ll Sl op

Flowline

30"

1.

Section

NOTE:

B

B A

A

SECTION B-B

SECTION A-A

Place riprap and earthwork geotextiles in energy dissipators at the following rates:

NO SCALE

class 3 (energy dissipator)

Placed riprap, method A, class 1, type C (nonwoven)

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

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

Separation-stabilization geotextile, NO SCALE class 3 (energy dissipator)

Placed riprap, method A, class 3 (energy dissipator)

Placed riprap, method A, 3.

or as shown on plans

60" (min.)

Adjust widths and lengths to fit existing scour channels as approved.

A

A

RIPRAP HEADWALL DETAILS

A

A

ELEVATION - SINGLE PIPE ELEVATION - DOUBLE PIPE

D or S

D o r R

D or S D or S

D o r R

V a r ia b le

V a r ia

[4]X

FOOTNOTE:

1.

Slope to match roadway embankment.[1]

AT PIPE OUTLET DETAIL

ENERGY DISSIPATOR

Placed Riprap Separation-stabilization Geotextile

[5]W [5]W [5]W [5]W

See Sheets F.1 - F.2 for estimated quantities.

. Quantities based on two pipes[3] installations.

minimum pipe spacing as shown on Standard 602-3 for new pipe

Existing spacing for headwall installations at existing pipes or [4]

See Sheets F.1 - F.2 for locations and estimated quantities.

SKEW ANGLE DIAGRAM

c e n te r li n e

R o a d w a y

Cu lv er t ce nt er lin e

BOP

EOP

class 3 (riprap headwall)

Placed riprap, method A, class 3 (riprap headwall)

Placed riprap, method A, class 3 (energy dissipator)

Placed riprap, method A, Skew angle on plans or as shown

60" (min.)

DETAILS

RIPRAP STABILIZATION

CLASS 3

SECTION A-A

Pipe culvert

V a r ia type C (nonwoven) geotextile, class 1, Separation-stabilization

Pipe invert

[1]class 3 (riprap headwall)

Placed riprap, method A, 30" standard, 18" if headwall extends into subgrade.[2]

D/2 or S/2

D/2 or S/2

D or S

D or S

D or R

2D or 2S or Span x Rise (S x R)

Outlet Diameter (D)

½ diameter, ½ span, or 30" minimum.[5]

66" x 51"

66" x 51"

57" x 38"

57" x 38"

B-B

A-A

B-B

A-A

1.02 cuyd/ft

1.12 cuyd/ft

0.88 cuyd/ft

0.97 cuyd/ft

1.78 sqyd/ft

1.89 sqyd/ft

1.61 sqyd/ft

1.72 sqyd/ft

2.

3.

4.

METAL ROUND PIPE CULVERT

METAL PIPE ARCH CULVERT

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

602-1

STANDARD APPROVED FOR USE 12/1993

REVISED: 4/1994 6/2005

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

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

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

STATE PROJECT

NUMBER

SHEET

F.5

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

DAR 2017(2) MT

U S

C

F h ig h w a y s F

H W

A m t-d

D A

R D e s ig n D r a in a g e m t-d fd .d g n

A u g u s t

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

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

W

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

W

BoltsBand

WW

602-2

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

10.5

10.5

10.5

10.5

10.5

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"

STATE PROJECT

NUMBER

SHEET

F.6

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

DAR 2017(2) MT

U S

C

F h ig h w a y s F

H W

A m t-d

D A

R D e s ig n D r a in a g e m t-d fe .d g n

A u g u s t

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

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

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.

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.

1.

2.

3.

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

H

Width

H H

H H

H H

H H

H

H

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

A

A

Finished subgrade

Roadway embankment

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

HH

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

Bedding

Bedding

Bedding

H

Half diameter or whichever is less

(see table)

Minimum spacing or Span

Diameter or Span

Diameter section

Metal endMetal end section

602-3

STANDARD APPROVED FOR USE 12/1993

DRAFT: 10/2014

REVISED: 4/1994 6/2005

or 36" (max.) for embankment installations not exceeding 6" compacted depth.

exceeding 6" compacted depth. Or lean concrete

> 54"

12" to 54"

6"

4"

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.)

6"

(min.)

6"

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

"/foot of cover,2 minimum

1'-0"

STATE PROJECT

NUMBER

SHEET

F.7

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

DAR 2017(2) MT

U S

C

F h ig h w a y s F

H W

A m t-d

D A

R D e s ig n D r a in a g e m t-d ff .d g n

A u g u s t

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

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.)

2.

POLYVINYL CHLORIDE (PVC) PLASTIC ROUND PIPE CULVERT

PIPE

SIZE

FILL HEIGHT TABLE AND MINIMUM CELL CLASSIFICATION NUMBER PER ASTM D 1784

SMOOTH WALL (SOLID WALL) RIBBED

PIPE

SIZE

MINIMUM

COVER

CELL CLASS.

NO. 12454

CELL CLASS.

NO. 12364

MINIMUM

COVER CELL CLASS.

NO. 12454C

CELL CLASS.

NO. 12364C

A B C D

END SECTION DIMENSIONS

PLASTIC PIPE END SECTION

SIDE

TOP

FRONT

FILL HEIGHT TABLE AND MINIMUM CELL CLASSIFICATION NUMBER PER ASTM D 3350

SMOOTH WALL (SOLID WALL) CORRUGATED RIBBED

PIPE

SIZE

PIPE

SIZE

PIPE

SIZE

CELL CLASSIFICATION

NUMBER 335434C

CELL CLASS.

NO. 435400C CELL CLASS.

NO. 335434C

MINIMUM

COVER CELL CLASS.

NO. 334433C

MINIMUM

COVER

MINIMUM

COVER

POLYETHYLENE (PE) PLASTIC ROUND PIPE CULVERT

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.

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.

A

D

C

B

PIPE SIZE

602-5

STANDARD APPROVED FOR USE 12/1993

DRAFT: 2/2009

REVISED: 4/1994 6/2005

PLASTIC PIPE CULVERT

12 57

INCHES

DIAMETER

INCHES MAXIMUM FILL HEIGHT (FEET)HEIGHT (FEET)

MAXIMUM FILL

INCHESINCHES

DIAMETER

MAXIMUM FILL HEIGHT (FEET)INCHESINCHES

DIAMETER 1.4771.2921.3851.1540.9230.8570.607

MINIMUM WALL THICKNESS (INCHES)

INCHES

DIAMETER

INCHES MAXIMUM FILL HEIGHT (FEET) INCHES

DIAMETER

INCHES MAXIMUM FILL HEIGHT (FEET)

MINIMUM WALL THICKNESS (INCHES)

0.358 0.438 0.358 0.438

66.5

63.5

45.5

24.5

14.5

INCHES

DIMENSIONS

INCHES

DIAMETER

STATE PROJECT

NUMBER

SHEET

F.8

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

DAR 2017(2) MT

U S

C

F h ig h w a y s F

H W

A m t-d

D A

R D e s ig n D r a in a g e m t-d fg .d g n

A u g u s t

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

dimension of all pipe arch culverts.

D equals the diameter of all round pipe or the rise 1.

TYPE II

TYPE I

SECTION B-B

SECTION A-A

N o r m a l d it c h l in e

S u b g r a d e s h o u ld e r

Pipe culvert

E n d o f p ip e

FLOW

Flat b ottom di tch a t culv ert in let

FLOW

Tape r at 1

0:1 r atio

Taper a t 10:1 ratio

FLOW

2D or

FLOW

Taper at 10

:1 rat io

2D or

N o r m a l d it c h l in e subgrade elevation

Maximum 2D or

S u b g r a d e s h o u ld e r o r e n d s e c ti o n

E n d o f p ip e b e v e l

PIPE SIZE (D) WIDENING

DITCH WIDENING

Flat b ottom ditc h at c ulvert inlet

A

A

B

B section

End

PLAN PLAN

Original ground in mountainous terrain flat terrain. Taper at 5:1

Taper at 10:1 in rolling or 5:1 in mountainous terrain.

or flat terrain. Taper at

Taper at 10:1 in rolling

Normal ditch line

Pipe culvert

Original ground cut slope

Normal

(See table)

Ditch widening

Subgrade shoulder Normal ditch lineSubgrade shoulder

Pavement surface

Berm

Pavement surface

Subgrade

End section

Berm pipe as staked

Slope at ditch at end section

Flow line of pipe as staked

Slope at cut slope

Normal

D in lieu of 45° pipe elbow

30° pipe elbows may be required

At skewed pipe locations, 22.5° or

Standard 45° pipe elbow.

slope

1:3 max ditch line

Normal maximum slope

1:1.5

Cut Slope slope

1:3 max maximum slope

1:1.5

Cut Slope

D ditch line

Normal

Subgrade

602-6

TREATMENT IN CUT SLOPES

PIPE CULVERT INLET 30"

24"

18"

7'

6'

5'

1'

1'

STATE PROJECT

NUMBER

SHEET

F.9

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

DAR 2017(2) MT

U S

C

F h ig h w a y s F

H W

A m t-d

D A

R D e s ig n D r a in a g e m t-d fh .d g n e p te m b e r

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

NOTE:

B e r m

D

B e r m

D

(min.)

4' d ip a t c e n te r

(Min.)

4'

1 G20-1 36 x 18 2 G20-2 36 x 18 3 M4-8 24 x 12 4 M4-8a 24 x 18 5 M4-9R 30 x 24 6 M4-9L 30 x 24 7 M4-10R 48 x 18 8 R11-2 48 x 30

10 W1-6 48 x 24 11 W3-4 36 x 36 12 W8-6 36 x 36 13 W13-1P 24 x 24 14 W20-1 36 x 36 15 W20-1 36 x 36 16 W20-3 36 x 36 17 W20-3 36 x 36 18 W20-4 36 x 36 19 W20-7 36 x 36 20 W24-1 36 x 36

1. Install all signs according to Standard 635-14 and Part 6 of the M.U.T.C.D.

[1] For information only.

[2] Install signs 500 feet on either side of the material source entrance road.

[3] See Sheet G.3.

ESTIMATED TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGNS [1]

Ref-1

DETOUR

ROAD WORK AHEAD

ROAD WORK 500 FT

ESTIMATED TEMPORARY TRAFFIC

CONTROL,

CHANNELIZING DEVICES [1]

Temporary traffic control, cone, type 36-inch

FLAGGER (SYMBOL)

DOUBLE REVERSE CURVE

N KOLIN ROAD CLOSED

XX MILES AHEAD

USE ALT ROUTE [3]

54 x

Temporary traffic control, drum

Sign Number

MUTCD

Number Description Sign size

(in x in)

3060 x

Description

DETOUR RIGHT

9 R11-3a

Temporary traffic…