mt-d201602_DAR2016(2)_Plans_Signoff.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

S e p te m b e r

U

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 2016(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

Roberts

C re e k

B la k e

G a ll o w a y

T im b e r

C re e k

Roberts

Creek

Creek

A n te lo p e

C r e e k m t-d a c

K .d g n

U

S S u r ft

D

A.3

STATE PROJECT

NUMBER

MT

DAR 2016(2)

S e p

B

T h o m p s o n

B e ll

C h e c k e d b y

D s ig n e d b

K-03

LOWER NIHILL RD

1 0.5 0 1 2

SCALE IN MILES

N

HARLOWTON

K-03 ROAD

VICINITY MAP

MONTANA

UPPER NIHILL RD

P R

O N

G H

O R

N R

D

L I V I N

G S

P R I N

G S R

D

M.P. 0.01

BEGIN K-03 ROAD WORK

M.P. 7.46

END K-03 ROAD WORK

[1]M.P. 2.36 - M.P. 2.59

Grade raise location

FOOTNOTE:

See Sheet D.5.[1]

S

F

L it tl e

R o b e rts

C re e k W e s t

C r e e k

C re e k

F o rk

G a ll o w a y

B la k e

G a ll o w a y

T im b e r

C re e k

C re e k

C re ek

C r e e k

E a s t

Gulch

Coule e

C re e k

B N

S F T im b e r1 0.5 0 1 2

SCALE IN MILES

N

JU

D

IT

H G

A P R

D

OXFORD RD

P

R O

N G

H O

R N R

D

L I V I N

G S

P R I N

G S R

D

JUDITH GAP RD

N E

L S

O N R

D

RED FOX RD

L-06 m t-d a d

L .d g n

U

S S u r ft

D

A.4

STATE PROJECT

S e p

T h o m p s

B

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

L-06 ROAD

VICINITY MAP

M.P. 0.01

BEGIN L-06 ROAD WORK

M.P. 6.39

END L-06 ROAD WORK

JUDITH GAP

MONTANA

FERGUS CO.

WHEATLAND CO.

An tel op e

A n te lo p e

C r e e k

C r e e k

Creek

B ig

Coulee

R o s s

H a u c k

C ou le e

Hauck

F o rkB

N S F

B N S F

1 0.5 0 1 2

SCALE IN MILES

N

L-09 m t-d a e

L .d g n

U

S S u r ft

D

A.5

STATE PROJECT

S e p

T h o m p s

B

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

L-09 ROAD

VICINITY MAP

MONTANA

EAST LAKE RD

SOUTHWIND RD

BUFFALO WAY RD

B U F F A L O W

A Y R

D

DIAMOND WAY RD

MONTANA

BASIN CO.

JUDITH

FERGUS CO.

B A

S I N C

O

J U

D I T

H

F E

R G

U S C

O

J A

C K

R A

B B I T R

D

STRAW RD

RED BARN RD

LAKE

ACKLEY

WHITE ROCK RD

TROUT SPRINGS RD

SUNRIDGE RD

B E

L L

V I E

W R

D

BRIARWOOD RD

BI

G

COULE

E

NEW LIBERTY RD

A N

T E

L O

P E C

R E

E K R

D

BIRCH RD

M.P. 0.00

BEGIN L-09 ROAD WORK

M.P. 6.89

END L-09 ROAD WORK

M il e s

T o H o b s o n

M il e s

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

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

K-03 1 2.35 K-03 2 0.23 K-03 1 4.87 L-06 1 6.38 L-09 1 6.89

20.72

FOOTNOTE:

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

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

[3] Quantity represents material for road approaches.

Quantities based on the following:

1. 15 TON/approach for private approaches.

2. 10 TON/approach for farm field approaches.

3. 40 TON/approach for public approaches.

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

[4] Calcium chloride quantities based on 1.85% by dry weight of surface course aggregate.

260 386

1,253Total

ESTIMATED TYPICAL SECTION QUANTITIES

(For Information Only)

21,960325

Calcium chloride [4]

(TON)

(TON)(TON)

Section 302 Section 311

66,063

80 294

Stabilized aggregate surface course, calcium chloride, imported aggregate [2]

7,490

20,334 15,522

Roadway aggregate, method 2 [2] [3]

Miles Typical No. [1]

Road Number

STATE PROJECT

DAR 2016(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- 9-

S ep

-2

3:

P

M N

B

EL

L 8/

B

TH

O

M

PS

O N

8/

D es ig ne d

C he ck ed b y:

NUMBER

ESTIMATION OF TYPICAL

SECTION QUANTITIES

C.2

STATE PROJECT

S e p

P

M m t-d c a .d g n

U

S I n t2

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

B s ig n e d b y

1:3

Travel lane Travel lane

1:3

LC

Existing Slope

Existing Slope li m it s

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

C o n s tr u c ti o n

Original ground

FOOTNOTE:

Roadway reconditioning

TYPICAL SECTIONS

NO SCALE

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

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

NOTE:

[2]3' [2]3'

(4" AGGREGATE SURFACING)

TYPICAL SECTION NO. 1

1. See Sheet C.1 for estimated quantities.

4" compacted depth calcium chloride, imported aggregate, Stabilized aggregate surface course, 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%.

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

C.3

S e p

P

M m t-d c b .d g n

U

S I n t2

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

B s ig n e d b y

1:3 1:3

LC

Existing Slope

Existing Slope

Original ground

12' 12'

TYPICAL SECTIONS

5% Crown5% Crown

Profile grade

Slope stake

Slope stake

Select borrow

Turf establishment limits

Placing conserved topsoil, 4-inch depth li m it s

C le a r in g

5' [2]

Placing conserved topsoil, 4-inch depth

Turf establishment limits li m it s

C le a r in g

5' [2]

NOTE:

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

See Sheet D.5.[3]

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

[1

Va ria ble

[1]

Variable where required

[3]Geogrid, stabilization,

1. See Sheets C.1 and D.1 for estimated quantities.

4" compacted depth calcium chloride, imported aggregate, Stabilized aggregate surface course, Travel lane Travel lane

NO SCALE

M.P. 2.36 - 2.59

)[3](K-03 ROAD GRADE RAISE

TYPICAL SECTION NO. 2

C.4

S e p

P

M m t-d c c .d g n

U

S I n t2

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

B s ig n e d b y

TYPICAL DETAILS

CONNECTION WITH NONPAVED ROADWAYS

AT THE BEGINNING AND END OF

TYPICAL TREATMENT OF GRAVEL SECTIONS

PROFILE

PROFILE

d e p th s u r fa c in g

B e g in E n d f u

25:1 Taper

25:1 Taper

TYPICAL TAPER

PLAN

LC

FOOTNOTE:

NO SCALE

or paved roadway

Existing structure e x is ti n g w id th

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

V a r ia b le

Profile grade grade line

Existing road surfacing section

Match mainline surfacing section

Match mainline

Profile grade

[2]50' min.

[2]50' min.

grade line

[1]Existing road

CATTLE GUARDS TO REMAIN IN-PLACE, AND PAVED INTERSECTIONS

TYPICAL TREATMENT AT EXISTING BRIDGES,

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] calcium chloride, imported aggregate

Stabilized aggregate surface course, calcium chloride, imported aggregate

Stabilized aggregate surface course, K-03 2.36 - 2.59

[1] Includes conserved topsoil.

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

[3] Based on a conserved topsoil depth of 4 inches.

[4] Includes quantity for farm field approach at M.P. 2.58 LT.

[5] See Sections 622 and 623 for more details. Hours shown are for the entire project, regardless of mileage completed.

FOOTNOTE:

275 [4]

P.O. Box 1140, Havre, MT 59501

USAF - Malmstrom Cable Affairs

Triangle Communications

0.5266

Section 625

Noah Davis

84423 US HWY 87, Lewistown, MT 59457

130 N Main St., Butte, MT 59701

Fergus Electric Cooperative, Inc.

1620 Airport Rd, Lewistown, MT 59457

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

338 US HWY 87 E., Billings, MT 59101 Sprint Nextel

Phillips 66 Pipeline LLC

Phone #Contact

Montana Department of Transportation

UTILITY CONTACT INFORMATION

(406) 670-0884

(406) 538-3465

(406) 538-1301

K-03, L-09 Front Range Pipeline, LLC (CHS Inc.) 543 W. Dry Creek Rd., Buffalo, MT 59418

(406) 538-1201

Road Number

Doug Lutke

L-09

K-03, L-06, L-09

Brian Tomlinson

(406) 231-2139

AddressCompany

Monte Obert/Guy Johnson

Kevin Stone

2,133

Scott Leeds Bruce Kudrna

K-03

Roadway excavation [1]

(CUYD)

L-06, L-09

K-03, L-06, L-09 Matt Auger

Geogrid, stabilization

(SQYD)

Road Number

(406) 731-24596932 Goddard Dr., Bldg. 165, Rm. 153, Malmstrom AFB, MT 59402

(406) 394-2786

(406) 394-2751

Placing conserved topsoil, 4-inch depth

(ACRE)

Section 207 Section 624

K-03

ESTIMATED GRADE RAISE QUANTITIES (For Information Only)

ESTIMATED ROADWAY QUANTITIES

(For Information Only) [5]

Section 622

Brendan Flower

0.8

(406) 255-5738

(406) 491-5862

Select borrow [2]

(TON)

6,280

Dump truck, 12 cubic yard minimum capacity

(HOUR)

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

(HOUR)

Motor grader, 12 foot minimum blade

(HOUR)

General labor

(HOUR)

M.P.

15 25

Section 204

Jay Kinsey

Turf establishment (hydraulic method)

(SLRY)

Section 201

Clearing and grubbing

(ACRE)

Conserved topsoil [3]

(CUYD)

Section 623

K-03 Kinder Morgan Pipeline USA (Spectra Energy) Suite 352, 800 Werner Ct., Casper, WY 82601

L-09

STATE PROJECT

DAR 2016(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- 9-

S ep

-2

3:

P

M N

B

EL

L 8/

B

TH

O

M

PS

O N

8/

D es ig ne d by

C he ck ed b y:

NUMBER

ESTIMATION OF PLAN

QUANTITIES

m t-d la

K .d g n

I n t_ ft

D

D.2

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

FOOTNOTE:

NO SCALE

NOTE:

See Sheet D.5.[1]

LINE GRAPH

K-03 ROAD

F a r m F ie ld A p p r

R T

M .P .3 r m F ie ld 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 .2

B e g in P r o je c t

M .P .0

M .P .0

M .P .0

P r iv a te A p p r

L T

M .P .9

M .P .0

D o N o t

D is tu r b x is ti n g

C a tt le G u a r d

M .P .9

M .P .0

M .P .0

M .P .0

R a is e G r a d e

M .P .3

.5 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 K

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

L T

.P .4

E n d P r o je c t

M .P .4

M .P .0

M .P .0

M .P .0

F a r m F ie ld A p p r

R T

M .P .9 tr u c tu r e

R e p a ir D r a in a g 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

S tr u c tu r e

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

M .P .5

S tr u c tu r e

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

M .P .4

S tr u c tu r e

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

M .P .1

F a r m F ie ld A p p r

L T

M .P .5

F a r m F ie ld A p p r

R T

M .P

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

3. See Sheet C.1 for estimated aggregate quantities.

2. All culverts are existing unless otherwise noted.

and radii as approved.

1. Gravel existing approaches and turnouts to match existing widths

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

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

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

NO SCALE

n d P r o je c t

NOTE:

m t-d lb

L .d g n

I n t_ ft

D

D.3

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

LINE GRAPH

L-06 ROAD

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

L T

M .P .8

S tr u c tu r e

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

M .P .7

F a r m F ie ld A p p r

L T

M .P .5

B e g in P r o je c t

M .P .0

F a r m F ie ld A p p r

R T

M .P .0

.0

F a r m F ie ld A p p r

L T

M .P .9

P r iv a te A p p r

R T

M .P

.0

M .P .0

M .P .0

M .P .0

M .P .0

F a r m F ie ld A p p r

R T

M .P b li c A p p r

L T

M .P .0

M .P .3

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

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

T

M .P .3

P r iv a te A p p r

R T

M .P

.0

M .P .0

P u b li c A p p r

R T

M .P fo

C u lv e r t

C o n s tr u c t

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

T

M .P .1 fo 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 R

T

M .P .5

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

3. See Sheet C.1 for estimated aggregate quantities.

2. All culverts are existing unless otherwise noted.

and radii as approved.

1. Gravel existing approaches and turnouts to match existing widths

FOOTNOTE:

prior to clean.

Power cables running through culvert. Coordinate with landowner[1]

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

M .P n d P r o je c t

NOTE:

m t-d lc

L .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

LINE GRAPH

L-09 ROAD

F a r m F ie ld A p p r

L T

M .P .6

F a r m F ie ld A p p r

R T

M .P .2 b li c A p p r

L T

M .P .5

F a r m F ie ld A p p r

R T

M .P .6 g in P r o je c t

M .P .0

P r iv a te A p p r

R T

M .P

.0

P r iv a te A p p r

R T

M .P .8 iv a te A p p r

R T

M .P

.0

M .P .0

M .P .0

M .P .0

M .P .0

F a r m F ie ld A p p r

R T

M .P b li c A p p r

L T

M .P .8

M .P .8

P u b li c A p p r

R T

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

L T

M .P .2

P u b li c A p p r

R T

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

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 .8

F a r m F ie ld A p p r

L T

M .P .1

M .P .0

M .P .0

S tr u c tu r e

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

M .P .1 fo r

A r c h i n P la c n s tr u c t

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

T

M .P .1

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

3. See Sheet C.1 for estimated aggregate quantities.

2. All culverts are existing unless otherwise noted.

and radii as approved.

1. Gravel existing approaches and turnouts to match existing widths

O

T

.0

N

CP

Line to be constructed

Profile grade

Existing ground

NAME NORTHING EASTING ELEVATION

CONTROL POINTS

CUYD

EXC.

CUYD

EMB.

3011+003008+503006+003003+503001+00

4320 4320

4325 4325

4330 4330

4335 4335

4340 4340

4345 4345

4350 4350

4355 4355

4360 4360 m t-d ld

K

G r a d e

R a is e P

P .d g n

I n t_ ft

D

D.5

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

LOWER NIHILL ROAD

CP

14101

14102 14103

3,254

El. = 4346.39

E = 1914010.533

N = 816718.091

El. = 4349.35

E = 1915235.529

N = 816715.157

14103

14102

14101

816743.025

816746.125

816692.072

1915297.996

1914722.585

1914008.350

4349.53

4338.72

4345.94

CP

See Sheet D.1 for complete excavation and embankment quantities.

Embankment volumes represent select borrow quantities.

Excavation volumes do not include conserved topsoil quantities.

K-03 GRADE RAISE

BEGIN GRADE RAISE

K-03 ROAD

3000+50.00 = M.P. 2.36

END GRADE RAISE

K-03 ROAD

3012+75.00 = M.P. 2.59

-4% @ 15'

Farm Field Appr.

M.P. 2.58

See Sheet C.3

Geogrid, stabilization

See Sheet E.3

Install fiber roll

E q u iv a le n t

P ip e A r c h

M .P .4

E q u iv a le n t

P ip e A r c h

M .P .4

E q u iv a le n t

P ip e A r c h

M .P .5

,3

.3

,3

.2

-1.5200%

100' VC

K = 80

,3

.7

-0.2778%

+2.6

%200' VC

K = 69

,3

E.1

S e p

P

M m t-d d a .d g n

U

S S u r

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

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 or bridge

[3]

See Sheet E.2.[4] raise as shown on Sheet D.5.

Place additional fiber rolls for the K-03 Road grade[3] flowing water.

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

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

Place fiber rolls around culverts or bridges with standing [1]

[4]

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)

7.

6.

5.

4.

3.

2.

1.

see note 5

Diversion channel, and secure with sandbags (typ.)

Bury plastic liner 6" deep

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 channel locations.

See Sheet E.1 for temporary diversion

E.2

STATE PROJECT

S e p

P

M m t-d d 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, 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 2016(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 d c .d g n e p te m b e r

10.4 x 16 Section

Mile Post

ES

TI

M

A

TE

D M

A X

IM

U M

C O

V

ER

S

TR

U C

TU

R A L

EX

C A V A

TI

O N

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

-I

N C

H E

Q U

IV

A

LE

N T

D

IA

M

ET

ER

A

R C

H O

R

EL

LI

PT

IC

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 LNFT EACH EACH Lt Rt

K-03 ROAD

0.24 1

0.34 1

0.57 1

1.10 1

1.46 1

2.47 3 26 50 15° LT x/GS,C

2.48 2 28 48 10° LT x/GS,C

2.54 3 46 50 x/GS,C

4.22 1

L-06 ROAD

1.76 1

2.19 4 1

2.57 5 2

3.03 1

L-09 ROAD

0.12 1

6.12 11 1

PROJECT TOTAL 100 15 5 148 2 7

Allowable Pipe Material

NOTE: FOOTNOTE: A Aluminum

1. Aluminized steel and aluminum pipe culvert minimum wall thickness 1. Energy dissipator at outlet. See Sheet F.2. AS Aluminized steel is the thickness required by the Std. 602-1 fill height table, unless otherwise noted on plans. 2. Riprap headwall at inlet. See Sheet F.2. C Concrete

2. In cut sections, construct cut slopes as shown on Std. 602-6. GS Galvanized steel

3. Maintain cover per manufacturer's recommendations on all culverts under live loading P Plastic during construction. (blank) Any appropriate material x/__ Any appropriate material except __

Section 607PAY ITEM NUMBER Section 251

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-

9- S ep

-2

4:

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 2016(2)MT

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

m t-d e a .d g n

I n t_ ft

D

F.2

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 e

12" (min.)

12" (min.)

Flowline

24"

2.

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:

or Equivalent

Outlet Diameter

NO SCALE

class 2 (energy dissipator)

Placed riprap, method A, 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

DETAILS

RIPRAP STABILIZATION

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.

D or 24" min.

2D or 48" min. or as shown on plans

48" (min.)

on plans or as shown

48" (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 class 2 (riprap headwall)

Placed riprap, method A, V a r ia b le

V a r ia

[3]X

SECTION A-A

Pipe invertPipe culvert class 1, type C (nonwoven)

Separation-stabilization geotextile, [1]class 2 (riprap headwall)

Placed riprap, method A, V a r ia

1.

½ span or 2' minimum.[4] installations.

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

Existing spacing for headwall installations at existing pipes or [3]

Slope to match roadway embankment.[1]

2' standard, 1' if headwall extends into subgrade.[2]

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

Skew angle

See Sheet F.1 for estimated quantities.

AT PIPE OUTLET DETAIL

ENERGY DISSIPATOR

60"

60"

24"

24"

B-B

A-A

B-B

A-A

0.81 cuyd/ft

0.92 cuyd/ft

0.30 cuyd/ft

0.33 cuyd/ft

1.67 sqyd/ft

1.78 sqyd/ft

0.89 sqyd/ft

1.00 sqyd/ft

Placed Riprap Separation-stabilization Geotextile class 2 (riprap headwall)

Placed riprap, method A, See Sheet F.1 for locations and estimated quantities.

[4]W [4]W [4]W [4]W

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.3

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

DAR 2016(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 e b .d g n e p te m b e r

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.4

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

DAR 2016(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 e c .d g n e p te m b e r

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.5

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

DAR 2016(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 e d .d g n e p te m b e r

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.)

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.6

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

DAR 2016(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 e f.

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 ROAD WORK NEXT XX MILES 36 x 18 2 G20-2 END ROAD WORK 36 x 18 3 W1-6 ONE-DIRECTION LARGE ARROW 48 x 24 4 W3-4 BE PREPARED TO STOP 36 x 36 5 W8-6 TRUCK CROSSING [2] 36 x 36 6 W13-1P 25 MPH 24 x 24 7 W20-1 ROAD WORK AHEAD 36 x 36 8 W20-1 ROAD WORK 500 FT 36 x 36 9 W20-4 ONE LANE ROAD AHEAD 36 x 36 10 W20-7 FLAGGER (SYMBOL) 36 x 36 11 W24-1 DOUBLE REVERSE CURVE 36 x 36

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

[1] For information only.

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

Temporary traffic control, drum Temporary traffic control, warning light type C

MUTCD

Number

ESTIMATED TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGNS [1]

ESTIMATED TEMPORARY TRAFFIC CONTROL,

CHANNELIZING DEVICES [1]

Description

Temporary traffic control, barricade type 3 Temporary traffic control, cone, type 36-inch

FOOTNOTE:

TEMPORARY

TRAFFIC CONTROL PLAN

NOTE:

Sign Number Description Sign size

(in x in)

DAR 2016(2) G.1MT

F:

\h ig hw ay s\

FH

W

A\

_m t-d2

1_ D

A R

\D es ig n\ Te m po ra ry

T ra ff ic

C on tr ol m t- 9-

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 y:

G20-2

G20-2

G20-2

G20-1

See Note 11

G20-1

See Note 11

M in o r R o a d

M a jo r R o a d

W20-1

See Note 10

W20-1

See Note 10

W20-1 over

W16-8P

See Note 9

W20-1 over

W16-8P

See Note 9

W20-1

Ro ad N am e

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

ROAD WORK

END

WORK

ROAD

AHEAD

ROAD WORK

END

ROAD WORK

END

ROAD WORK

END

WORK

ROAD

AHEAD

WORK

ROAD

AHEAD

W20-1

See Note 10

W20-1

See Note 10

G20-2

Erect all project advance warning signs before starting construction work.

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

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

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

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

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

NCHRP-350 or MASH for crashworthiness.

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

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

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

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

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

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

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

Expressway / Freeway

A

B

C

(S ee S ig n

Sp ac in g

Ta bl e)

ADVANCE

W

ARNI

NG

AREA

as d et er m in ed b y th e

CO

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

Pr oj ec t L im its

A

A

(S ee S ig n

Sp ac in g

Ta bl e)

ADVANCE

W

ARNI

NG

AREA

A

A

ROAD NAME

ROAD NAME

ROAD WORK

NEXT xx MILES

WORK

ROAD

xxxxxxx

WORK

ROAD

xxxxx

WORK

ROAD

xxxxxxx

WORK

ROAD

xxxxxxx

ROAD WORK

NEXT xx MILES

W13-1P

(optional)

W13-1P

(optional) xx

MPH

xx

MPH

STANDARD APPROVED FOR USE 6/2005

DRAFT: 6/2014

REVISED:

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

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

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

635-1

ADVANCE SIGNING

TEMPORARY TRAFFIC CONTROL

STATE PROJECT

NUMBER

SHEET

G.2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

DAR 2016(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 T e m p o r a r y T r a ff ic C o n tr o l\ m t-d n a .d g n e p te m b e r

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

WORK

ROAD

xxxxxxx

WORK

ROAD

xxxxxxx xx

MPH

ROAD WORK

END

NO SCALE

635-4

FOR DIVERSION

TEMPORARY TRAFFIC CONTROL

STANDARD APPROVED FOR USE 6/2005

DRAFT: 6/2015

REVISED:

STATE PROJECT

NUMBER

SHEET

G.3

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

DAR 2016(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 T e m p o r a r y T r a ff ic C o n tr o l\ m t-d n b .d g n

S e p te m b e r

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

W1-6 Rt. or Lt.

Traffic flow

Traffic flow

Signs are shown for one direction of travel only. Place devices similar to those depicted for the opposite direction of travel.

If the area approaching diversion is not already signed and marked as a no passing zone, add signing and/or marking as appropriate. Remove conflicting pavement markings.

W20-1

See Note 4

W20-1

See Note 4

G20-2

See Note 4

LENGTH AND SPACING TABLE

APPROACH

SPEED* TAPER

AREA

BUFFER

SPACE

WORK

SPACE

CHANNELIZING DEVICE

W13-1P

1.

2.

3.

4.

5.

6.

W24-1

See Note 3

* Approach speed based on the regulatory posted speed, not the advisory speed.

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

BUFFER SPACE

LENGTH

NOTE:

Expressway / Freeway use an appropriate "Reverse Curve" sign (W1-4) instead of the "Double

Reverse Curve" sign (W24-1). Install a second, appropriate "Reverse

Curve" sign (W1-4) in advance of the second reverse curve back to the original alignment. Use "Reverse Turn" signs (W1-3) instead when the diversion has sharp curves with recommended speeds of 30 mph or less.

If the diversion is completely within the project limits, eliminate the

"ROAD WORK AHEAD" (W20-1) and "END ROAD WORK" (G20-2) signs.

Place channelizing devices outside temporary roadway.

Do not allow equipment, materials, or vehicles to be parked or stored in the buffer space.

ABC

ADVANCE WARNING AREA (See Sign Spacing Table)

TAPER AREA BUFFER SPACE

See Length and Spacing Table

A

TAPER AREABUFFER SPACE

for all diversion curves radius for the signed speed

Use at least the minimum

Mounted on

Type 3 barricades

Show markings as no passing unless otherwise directed by the CO)

Channelizing devices (drums, directed by the CO along diversion as channelizing devices

Delineators or

If the tangent distance along the temporary diversion is more than 600', SIGNS IN FEET

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and lessSPACING IN FEET

FEETMPH

20-70

20-65

20-60

20-55

20-50

20-45

20-40

20-35

20-30

20-25

Traffic flow

Traffic flow

Signs are shown for one direction of travel only. Place devices similar to those depicted for the opposite direction of travel.

Final location and spacing of signs and devices may be changed to fit field conditions as approved by the CO.

For pilot car operation, mount the "PILOT CAR FOLLOW ME" (G20-4) sign at a conspicuous location on the rear of vehicle. Prominently display the name of the Contractor on the pilot car.

If closure is completely within the project limits, eliminate the "ROAD

WORK AHEAD" (W20-1) and "END ROAD WORK" (G20-2) signs.

For night time flagging operation, provide floodlighting at flagger stations.

Do not allow equipment, materials, or vehicles to be parked or stored in the buffer space.

(See Length and

Spacing Table)

LENGTH AND SPACING TABLE

APPROACH

SPEED* 1.

2.

3.

4.

5.

6.

(See Length and

Spacing Table)

WORK SPACE

G20-2

See Note 4

W20-1

See Note 4

W3-4

W16-2P

(optional)

W20-7

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

* Approach speed based on the regulatory posted speed, not the advisory speed.

BUFFER SPACE

BUFFER SPACE

LENGTH

NOTE:

Expressway / Freeway

WORK

ROAD

AHEAD

BE

PREPARED

TO STOP

ROAD WORK

END

xxx

FEET

ADVANCE WARNING AREA (See Sign Spacing Table)

TERMINATION AREAVARIABLEBUFFER SPACEABC

(optional)

A

Flagger location

Flagger location

635-5

STANDARD APPROVED FOR USE 6/2005

DRAFT: 8/2013

REVISED:

MPH

FEET

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

(WITH FLAGGERS)

ROAD CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

STATE PROJECT

NUMBER

SHEET

G.4

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

DAR 2016(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 T e m p o r a r y T r a ff ic C o n tr o l\ m t-d n c .d g n e p te m b e r

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

Traffic flow

Traffic flow

W20-1

See Note 4

W20-7W20-4

G20-2

See Note 4

(See Length and

Spacing Table)

(optional)

WORK SPACE (optional)(optional)

W13-1P

(optional)

W16-2P

(optional)

1.

2.

3.

4.

5.

6.

7.

Signs are shown for one direction of travel only. Place devices similar to those depicted for the opposite direction of travel.

Final location and spacing of signs and devices may be changed to fit field conditions as approved by the CO.

For pilot car operation, mount the PILOT CAR FOLLOW ME (G20-4) sign at a conspicuous location on the rear of vehicle. Prominently display the name of the contractor on the pilot car.

If closure is completely within the project limits, eliminate the "ROAD

WORK AHEAD" (W20-1) and "END ROAD WORK" (G20-2) signs.

For night time flagging operation, provide floodlighting at flagger stations.

For project specific minimum width, refer to the Special Contract

Requirements, Section 156.

Do not allow equipment, materials, or vehicles to be parked or stored in the buffer space.

LENGTH AND SPACING TABLE

APPROACH

SPEED* TAPER

AREA

BUFFER

SPACE

WORK

SPACE

CHANNELIZING DEVICE

* Approach speed based on the regulatory posted speed, not the advisory speed.

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

BUFFER SPACE

LENGTH

NOTE:

Expressway / Freeway

WORK

ROAD

AHEAD

ONE LANE

ROAD

AHEAD

xx

MPH

xxx

FEET

ROAD WORK

END

ATAPER AREABUFFER SPACEVARIABLEBUFFER SPACETAPER AREAABC

(See Length and Spacing Table)ADVANCE WARNING AREA (See Sign Spacing Table) TERMINATION AREA

Device spacing

BUFFER SPACE

Channelizing devices

Flagger location

Flagger location

635-6

STANDARD APPROVED FOR USE 6/2005

DRAFT: 8/2013

REVISED:

MPH FEET

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

(WITH FLAGGERS)

SINGLE LANE CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

SPACING IN FEET

50' - 100' 50' - 100' (optional)

See Note 6

10' min.

STATE PROJECT

NUMBER

SHEET

G.5

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

DAR 2016(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 T e m p o r a r y T r a ff ic C o n tr o l\ m t-d n d .d g n e p te m b e r

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

WIDTH

"X"

AREA

NUMBER

OF POSTS

POST SIZE D HOLE SIZE

WOOD POST SELECTION TABLE

SINGLE POST SIGN TWO POST SIGN

SIGN INSTALLATION ANGLE

POST DETAIL

S e e N o te

S e e N o te

See Note 4 E d g e o f tr a v e le d w a y

E d g e o f p a v e d s h o u ld e r

CL

NO SCALE

Post

Local tangent

Bottom of sign panel

X

H

H

D

H

0.75X

X

X

H

Y D

H

0.2X

0.6X

0.2X

D

See post detail (typ.)

Break-away holes.

Long side of post

D

90°

93°

635-14

STANDARD APPROVED FOR USE 6/2005

DRAFT: 9/2014

REVISED:

6" x 6" or larger.

Use 7' minimum spacing between posts for sign posts and 6' minimum mounting height for secondary sign.

use 7' minimum mounting height for main sign a minimum lateral distance of 1' behind the face of lateral offset of 2' may be used. In areas with curbs, Diamond = 48"

> 30'

> 17'

12' - 16'

> 13'

< 10

65 - 95

65 - 95

50 - 65

50 - 65

20 - 50

10 - 20

10 - 20

6 x 6

4 x 6

4 x 6

6 x 6

4 x 6

4 x 4

6 x 6

4 x 6

4 x 4

(INCH) (INCH)

(INCH)

1.5

1.5

1.5

(SQFT)

Other Shapes = 48"

Diamond = 36"

Other Shapes = 12'

Diamond = 48"

200' m in m in

6' - 12'

WOOD POSTS

SIGN INSTALLATION

TEMPORARY TRAFFIC CONTROL

" dia. bolts 4 1Attach sign panels with a minimum of 2 -

STATE PROJECT

NUMBER

SHEET

G.6

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

DAR 2016(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 T e m p o r a r y T r a ff ic C o n tr o l\ m t-d n e .d g n e p te m b e r

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

1.

2.

3.

4.

5.

6.

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

per post.

H1 and H2 = Overall post length.

Select post lengths to fit field conditions.

D = Post embedment depth for average soil conditions.

In areas where lateral distance is limited, a minimum the curb may be used.

In pedestrian locations, or in areas with obstructed views, NOTE:

See table for hole size parallel to sign face.

Field drill holes through post