mt-d1502_Plans.pdf

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE 11/2001

REVISED: 9/2005 1/2007 10/2009

W101-1

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

AND ABBREVIATIONS

PLAN SYMBOLS

NUMBER

SHEET

STATE

A.2

PROJECT

DAR 15(2)

MT

P

M

A u g u s t

U

S C

F h ig h w a y s F

H W

A

O M

A D

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

U.S. CUSTOMARY DETAIL

DETAIL

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

NOTE:

1.

on the appropriate plan sheet.

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

PROPOSEDEXISTING

Trail

Lake, Pond or Reservoir; Marshland

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

Building

Riprap

N

Transition

Toe of Fill

Top of Cut

Spring or Seep

LC

Concrete Barrier

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, BH

CP GPS

JH

TP

Material Source; Bore Hole; Test Pit

DI

Slope Stake Limits

Pipe Culvert with Drop Inlet

Miscellaneous Utility Features

UP = transformer or junction box, WF = water fountain

EM = electric meter, T = telephone pedestal, TV = CATV pedestal, Box Culvert

Section Line

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Right-of-Way Line with Monument

Delineators

Underground Utilities

Overhead/Above Ground Utilities

Permanent Easement

Construction Easement

36 31

6 1

Section Corner (Found, Projected)

36 31

6 1

SEC.

SEC.

Property Line w/Found Property Corner

400Parcel Number

Large Creek or River

EL. 1234.56

N

E

Spot Elevation; Coordinate Grid Tick

Above Ground Tank; Underground Tank

Treeline; Individual Trees

RIP

Boulder; Well; Satellite Dish; Grave

- no symbol -wall face

G G

Cooking Grate; Garbage Can; Picnic Table

Flagpole; Fire Hydrant

Gas & Water Meter; Gas & Water Valve

W W

Silt Fence

DI

Wattle

T T

Light, Support w/Anchor)

Poles (Power, Telephone, Joint Use, Ø spiral central angle diameter curve central angle total central angle appr.

AH

ADT

abut.

brg.

br.

BP

BM

BK

approach ahead average daily traffic abutment bearing bridge balance point bench mark back 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

M.P.

M.L.

mile post main line

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

BLM Lands Boundary

Section Line4

Section Line16

Section Corner (Found, Projected)4

Section Corner (Found, Projected)16

Railroad

Intermittent Drainage or Small Creek

Signs (single, double post; portable)

NO SCALE

Control Point (Terrestrial and GPS); Jump Hub

A.3

STATE PROJECT

NUMBER

SHEET

A u g

P

M m t-d a c

B .d g n

U

S I n t2

D

B

W a c k e r h e c k e d b y

B ll s ig n e d b y

1 0.5 0 1 2

SCALE IN MILES

87 200

MONTANAMONTANA

BRAUN CREEK RD

SOUTH PEAK RD

SOUTH PEAK RD

U P P

E R H

I G

H W

O O

D C

R E

E K R

D

N S

P I O

N R

D

SOURDOUGH RD

S P

E N

C E

R R

D

GEYSER

B-01

L O

N E T

R E E C

R E E

K

HAY

CREEK

GEYSER CREEK

G E

Y S

E R C

R E E

K

O L

D

C R

O W C

O U

L E E

S H

A N

N O

N C

R E

E K

ARROW CREEK

BRAUN CREEK

D

IP

P

IN

G V

A T C

R E

E K

WILL

IAMS CREEK RD

M E

R I N

O B

E N

C H R

DMP 4.18

BASE ROAD B-01

MINUTEMAN MISSILE

MT DAR 15(2)

BEGIN PROJECT

MP 7.08

BASE ROAD B-01

MINUTEMAN MISSILE

MT DAR 15(2)

END PROJECT

B-01 ROAD

VICINITY MAP

MEDICINE MAN RD

B I G S

K Y R

K N

O L L

M A

R Y S

N

SKULL BUTTE RD

MEADOW BROOK RD

SURPRISE CREEK RD

MERINO RD

MONTANA

MONTANA

MONTANA

STARLIGHT RD

D R

Y W

O L F R

D

S U

R P R

IS

E C

R E E

K

S U

N C

R E E

K

D R Y W

O

LF

C

R E E K

HOLMES COULEE

RUNNING WOLF CREEK

W

IL

L O

W C

R E E

K

COYOTE CREEK

R U

N N

IN

G W

O

LF R

D

STANFORD

C-10

B-06

FOREST

NATIONAL

CLARK

LEWIS AND

BROKEN ARROW RD

S T

A G

E C

O A

C H R

D

A.4

STATE PROJECT

A u g

A

M m t-d a d

B .d g n

U

S I n t2

W a c k e c k e d b

B s ig n e d b y

1 0.5 0 1 2

SCALE IN MILES

C-08

S A

G E C

R E

E K T

R A I L

L E

H I G

H R

O A

D

.0 m iles

BEGIN PROJECT

MINUTEMAN MISSILE

BASE ROAD C-10

MP 1.07

MT DAR 15(2)

MP 6.73

BASE ROAD C-10

MINUTEMAN MISSILE

MT DAR 15(2)

END PROJECT

MP 0.00

BASE ROAD B-06

MINUTEMAN MISSILE

MT DAR 15(2)

BEGIN PROJECT

MP 2.77

BASE ROAD B-06

MINUTEMAN MISSILE

MT DAR 15(2)

END PROJECT

B-06, C-08, & C-10 ROADS

VICINITY MAP

MP 0.00

BASE ROAD C-08

MINUTEMAN MISSILE

MT DAR 15(2)

BEGIN PROJECT

MP 4.90

BASE ROAD C-08

MINUTEMAN MISSILE

MT DAR 15(2)

END PROJECT

C.1

STATE PROJECT

S e p

A

M m t-d c a .d g n

U

S I n t2

W a c k e c k e d b

B s ig n e d b y

1:3

Traveled way Traveled way

1:3

LC

Existing Slope

Existing Slope

5% Crown + 1/2% 5% Crown + 1/2%

22 3 3 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

1 1

FOOTNOTE:

9' min. - 12' max. 9' min. - 12' max.

Roadway reconditioning

TYPICAL SECTION

4" compacted depth imported surface course aggregate, Calcium chloride aggregate stabilization, (4" AGGREGATE SURFACING)

TYPICAL SECTION

3. 38.5 TON/approach for public or missile approach

2. 9.0 TON/approach for farm field approach

1. 12.0 TON/approach for private approach

Estimates based on the following:

Estimated quantity represents material for road approaches.

of surface course aggregate and 94% purity.

Calcium chloride estimates based on 1.7% by dry weight

Estimated quantities based on 1.97 TON/CUYD.

Taper at a rate of 25:1 between widths. See Sheet C.2.

Adjust to match existing road width as approved by CO.

Remove 3 feet of foreslope vegetation and slope to drain.

superelevation. Do not exceed 8% superelevation.

Superelevate roadway on curves to match the existing roadway

4 5 4 6

C.2

A u g

P

M m t-d c b .d g n

U

S I n t2

W a c k 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

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 grade line

Existing road

Profile grade grade line

Existing road

50' min.

50' min.

structures and existing roadways as approved by the CO.

Adjust transition length to provide a smooth transition to 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 imported surface course aggregate

Calcium chloride aggregate stabilization, imported surface course aggregate

Calcium chloride aggregate stabilization, surfacing section

Match mainline surfacing section

Match mainline

Profile grade

PAVED INTERSECTIONS

TYPICAL TREATMENT AT EXISTING

roadway

Existing paved

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

ESTIMATED ROADWAY QUANTITIES - For Information Only

Section 623

John Kaczmarek

B-01

B-06, C-08, C-10 Kevin StoneSprint Nextel

P.O. Box 429, Fairfield, MT 59436

B-01, B-06, C-08, C-10

USAF - Malmstrom Cable Affairs

338 US HWY 87 E., Billings, MT 59101

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

Calenn Heppner

Brendan Flower

Mike Best

Phone #Contact

UTILITY CONTACT INFORMATION

(406) 431-0859

Justin Cleveland

Phillips 66 Pipeline LLC

B-06 1620 Airport Rd, Lewistown, MT 59457

NorthWestern Energy 1437 Helena Ave. Suite 6, Helena, MT 59601

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

(HOUR)

General labor

(HOUR)

FOOTNOTE:

Road Number

Doug Lutke

(406) 394-2838

Address

Triangle Communications

Jay Kinsey

Company

B-06, C-08, C-10

B-06, C-08, C-10 130 N Main St., Butte, MT 59701

15 15 10

Motor grader, 12 foot minimum blade

(HOUR)

B-01, B-06, C-08, C-10

(406) 467-42053 Rivers Communications

(406) 538-1301

(406) 255-5738

(406) 491-5862

(406) 231-2139

Dump truck, 12 cubic yard minimum capacity

(HOUR)

(406) 731-2459

Section 622

B-06, C-08, C-10 Front Range Pipeline, LLC (CHS Inc.) 543 W. Dry Creek Rd., Buffalo, MT 59418 Montana Department of Transportation

P.O. Box 1140, Havre, MT 59501

STATE PROJECT

DAR 15(2) D.1MT

F:

\h ig hw ay s\

FH

W

A\

_O

M A D

_1 5(

2) \D es ig n\ Li ne G ra ph s\ [m t- 3-

S ep

-2

9:

A

M N

B

EL

L 8/

B

W A C K

ER

8/

D es ig ne d by

C he ck ed b y:

NUMBER

ESTIMATION OF PLAN

QUANTITIES

m t-d la

B .d g n

I n t_ ft

D

D.2

STATE PROJECT

A u g

A

W a c k

B

C h e c k e d b y

D e s ig n e d b y

LINE GRAPH

B-01 ROAD

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

NO SCALE

B e g in P r o je c t

M P .1

B e g in A g g r e g a te S u r fa c in g

P u b li c A p p r

R T

M P .7 tr u c tu r e

R e c o n d it io n D r a in a g e

M P .2

P r iv a te A p p r

R T

M P .4 le a n C u lv e r t i n P la c e

M P .6

P r iv a te A p p r

L T

M P .0

P u b li c A p p r

R T

M P .0 n d P r o je c t

M P .0

E n d A g g r e g a te S u r fa c in g

R e p la c e

P ip e C u lv e r t

M P .2

F a r m F ie ld A p p r

L T

M P .2

F a r m F ie ld A p p r

L T

M P .2

M is s il e A le r t

F a c il it y B

M is s il e A le r t

F a c il it y A p p r

T

.0 a r m F ie ld A p p r

L T

M P .9

I n s ta ll N e w

P ip e C u lv e r t

M P .0

NOTE:

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

3. See Sheet C.1 for roadway widths and application quantities.

2. All culverts are existing unless otherwise noted.

and radii as approved by CO.

1. Gravel existing approaches and turnouts to match existing widths m t-d lb

B .d g n

I n t_ ft

D

D.3

STATE PROJECT

A u g

W a c k

B

C h e c k e d b y

D e s ig n e d b y

LINE GRAPH

B-06 ROAD

M P .0

M P .0

M P .0

NO SCALE

B e g in P r o je c t

M P .0

B e g in A g g r e g a te S u r fa c in g

P r iv a te A p p r

L T

M P .1

R e p la c e

P ip e C u lv e r t

M P .4

P r iv a te A p p r

R T

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

L T

M P .7

F a r m F ie ld A p p r

R T

M P .8 iv a te A p p r

R T

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

L T

M P .9

P r iv a te A p p r

L T

M P .1

F a r m F ie ld A p p r

L T

M P .1

P r iv a te A p p r

R T

M P .1 r m F ie ld A p p r

L T

M P .2

P r iv a te A p p r

R T

M P iv a te A p p r

R T

M P p la c e

P ip e C u lv e r t

M P .5

F a r m F ie ld A p p r

R T

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

M P .8

S tr u c tu r e

R e c o n d it io n D r a in a g e

M P .9

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

M P .0

P r iv a te A p p r

R T

M P iv a te A p p r

R T

M P .2 r m F ie ld A p p r

L T

M P .2

P r iv a te A p p r

R T

M P .3 r m F ie ld A p p r

R T

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

R T

M P d P r o je c t

M P .7

E n d A g g r e g a te S u r fa c in g

P r iv a te A p p r

L T

M P .6

F a r m F ie ld A p p r

R T

M P iv a te A p p r

R T

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

M P .7

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

M P .5

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

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

L T

M P .7

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

3. See Sheet C.1 for roadway widths and application quantities.

2. All culverts are existing unless otherwise noted.

and radii as approved by CO.

NOTE:

m t-d lc

C .d g n

I n t_ ft

D

D.4

STATE PROJECT

A u g

W a c k

B

C h e c k e d b y

D e s ig n e d b y

LINE GRAPH

C-08 ROAD

M P .0

M P .0

M P .0

M P .0

M P .0

NO SCALE

F a r m F ie ld A p p r

L T

M P .6

S tr u c tu r e

R e c o n d it io n D r a in a g 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

L T

M P .0

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

M P .4

B e g in P r o je c t

M P .0

B e g in A g g r e g a te S u r fa c in g

E n d P r o je c t

M P .9

E n d A g g r e g a te S u r fa c in g

R e p la c e

P ip e C u lv e r t

M P .4

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

M P .0

F a r m F ie ld A p p r

R T

M P u c tu r e

R e c o n d it io n 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 .6

F a r m F ie ld A p p r

L T

M P .0

P r iv a te A p p r

L T

M P .5

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

M P .0

F a 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 .4

F a r m F ie ld A p p r

L T

M P .5

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

M P .7

P u b li c A p p r

R T

M P

NOTE:

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

3. See Sheet C.1 for roadway widths and application quantities.

2. All culverts are existing unless otherwise noted.

m t-d ld

C .d g n

I n t_ ft

D

D.5

STATE PROJECT

A u g

W a c k

B

C h e c k e d b y

D e s ig n e d b y

LINE GRAPH

C-10 ROAD

M P .0

M P .0

M P .0

M P .0

M P .0

M P .0

M P .0

NO SCALE

B e g in P r o je c t

M P .0

B e g in A g g r e g a te S u r fa c in g

P u b li c A p p r

R T

M P u c tu r e

R e c o n d it io n D r a in a g e

M P .5

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 r m F ie ld A p p r

R T

M P r m F ie ld A p p r

L T

M P .4

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 .7

F a r m F ie ld A p p r

R T

M P r m F ie ld A p p r

L T

M P .0

F a r m F ie ld A p p r

R T

M P iv a te A p p r

R T

M P b li c A p p r

L T

M P .9

R e p la c e

P ip e C u lv e r t

M P .9

P u b li c A p p r

R T

M P b li c A p p r

R T

M P r m F ie ld A p p r

R T

M P .3 r m F ie ld A p p r

L T

M P .8

P r iv a te A p p r

R T

M P r m F ie ld A p p r

L T

M P .6

P r iv a te A p p r

R T

M P d P r o je c t

M P .7

E n d A g g r e g a te S u r fa c in g a n C u lv e r t in P la c e

M P .8 fo r

C u lv e r t in P la c e

C o n s tr u c t

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

T

M P .7 fo r

C u lv e r t in P la c e

L T R

T

C o n s tr u c t

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

S tr u c tu r e

R e c o n d it io n D r a in a g e

M P .5 fo r

C u lv e r t in P la c e

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

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

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

L T

M P .7

M P .0

NOTE:

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

3. See Sheet C.1 for roadway widths and application quantities.

2. All culverts are existing unless otherwise noted.

E.1

A u g

P

M m t-d d a .d g n

U

S S u r

W a c k e c k e d b

B s ig n e d b y

EROSION CONTROL PLAN

NO SCALE

SEDIMENT WATTLE PLACEMENT

TYPICAL

NOTE:

FOOTNOTE:

D it c h

D it c h D it c h

D it c h

Flowing Drainage

F lo w in g D ra in a g e

Install sediment wattles

Install sediment wattles

Culvert are to be determined in the field as approved by the CO.

approximate and are for estimating purposes only. Final locations

1. The location of soil erosion control devices shown are flowing water.

Place sediment wattles adjacent to ditches with standing or with standing or flowing water.

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

Place sediment wattles around culverts with standing

2'2'2'2'

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

Geotextile, type IV-E

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

Geotextile, type IV-E 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.)

Subsection 157.09.

be used. Conform to the requirements of

Single or multiple temporary culverts may 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 m t-d d b .d g n

U

S C u s to m a r

W a c k 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

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.

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE 9/2007

REVISED:

Drive stakes at each end and at 4' spacing

(ft)

(ft)

3' min.

3' min. or t o m in

M in

SEDIMENT WATTLE

W157-20

3" to 5" Excavate trench 2"

1" x 1" Wood stake

NUMBER

SHEET

STATE

E.3

PROJECT

S e p te m b e r

U h ig h w a y s F

H W

A

O M

A D

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

U.S. CUSTOMARY DETAIL

DETAIL

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

NOTE:

NO SCALE

Flow direction to end, without overlapping the ends

Abut adjacent wattles tightly, end

Install wattles snugly into trench.

water from flowing around the wattle

Provide sufficient length to prevent soil to ground level

Backfilled and compacted

Fl ow conditions.

Use drainage ditch installation only in low flow permanent installations.

wattle while staking. Live stakes may be used for until wattle is secure to slope. Do not crush

T o e o f fi ll s lo p e

Existing ground

Slope

Sediment wattle

Stagger joints (typ.)

Sediment wattle

Existing ground (typ.)

Step 2: Backfill soil against wattles

ELEVATION

PLAN

ELEVATION

Direction of runoff Fi ll slo pe

Flow for each wattle

Stakes requiredWattle length

PLAN

Spacing Slope

WATTLE SPACING

STAKES REQUIRED

and install wattles

Step 1: Excavate trench disturbed areas

Runoff from

1:1

1:2

1:3

1:4 or flatter as specified in plans

Direction of runof f from distur bed area s

2.

1.

along contours.

Install wattles

PROPERLY STAKED AND ENTRENCHED WATTLE

WATTLE STAKING DETAIL

DRAINAGE DITCH INSTALLATION

INSTALLATION BEYOND TOE OF SLOPE

INSTALLATION ALONG SLOPES

sp ac in g ch ar t

S ee w at tl e

Stake and entrench wattle larger than wattle

10.4 x 16

DIAMETER or SPAN x RISE (inch)

B-01

4.28 GS

5.22 5.65

7.06 GS

B-06

0.42 GS

1.55 GS

1.84 1.98 2.04 2.51 2.75

C-08 0.01

0.41 GS

1.76 3.09 3.49 3.64 4.06 4.71

C-10 1.53

2.73 2 3.85

3.99 GS

6.51 1,2

6.54 1

PROJECT TOTAL

NOTE: FOOTNOTES: Allowable pipe culvert material

1. Steel pipe, aluminized steel pipe, and aluminum pipe culvert minimum 1. Riprap headwall at inlet. See Sheet F.2. A Aluminum wall thickness is the thickness required by the Std. 602-1 fill height table. 2. Riprap headwall at outlet. See Sheet F.2. AS Aluminized steel

2. In cut sections, construct cut slope inlets as shown on Std. 602-6. C Concrete

GS Galvanized steel P Plastic ( ) Any appropriate material X/__ Any appropriate material except ___

11 6

Reconditioning drainage structure

(EACH)

Footnotes

MILE POST

EST MAX

COVER

(ft)

STR EXC

(CUYD)

Section 607

Allowable Pipe

Material

Cleaning culvert in place

(EACH)

Section 602

Pipe culvert

(LNFT)

Section 251

Placed riprap, class 4

(CUYD)

Riprap Headwall

ESTIMATION OF DRAINAGE QUANTITIES - For Information Only Note: The quantities shown hereon are approximate and are subject to field adjustments.

STATE PROJECT

F.1

F:

\h ig hw ay s\

FH

W

A\

_O

M A D

_1 5(

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

[m t-

-A ug -2

9:

A M

N

B el l 8/

B

W ac ke r

8/

D es ig ne d by

C he ck ed b y:

NUMBER

DAR 15(2)MT

RIPRAP HEADWALL DETAILS

riprap headwall

Placed riprap, class 4, RIPRAP HEADWALL QUANTITIES (FOR INFORMATION ONLY)

V a r ia b le

(ft)

Width (W)

W W

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

SECTION A-A

riprap headwall

Placed riprap, class 4, NOTE:

FOOTNOTE:

1 Slope to match roadway embankment.

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

NO SCALE

Mile Post

V a r ia b le

F.2

STATE PROJECT

A u g

A

M m t-d e a .d g n

U

S S u r

W a c k e c k e d b

B s ig n e d b y

DETAILS

RIPRAP HEADWALL

ELEVATION - SINGLE PIPE

Pipe invert

D or S

D o r R

1.

C-10 Road

C-10 Road

6.54 RT 18

2 7.1

6.6

C-10 Road

6.51 2 13.2

2.73 LT 36

Pipe culvert

Skew angle

See Sheet F.1 for estimated quantities.

type IV-B, nonwoven

Earthwork geotextile, (sqyd)

Earthwork geotextile, type IV-B, nonwoven

(in) diameter or 2' minimum.

STANDARD APPROVED FOR USE 12/1993

REVISED: 4/1994 6/2005

602-1

METAL PIPE CULVERT

" CORRUGATIONS2

1" x 3

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

METAL THICKNESS (INCH/GAGE)

" CORRUGATIONS2

1" x 3

22 3" x 1" CORRUGATIONS

METAL THICKNESS (INCH/GAGE)

" CORRUGATIONS2

1" x 3

22 3" x 1" CORRUGATIONS

METAL THICKNESS (INCH/GAGE)

5" x 1" CORRUGATIONS3" x 1" CORRUGATIONS" CORRUGATIONS2 1" x 3

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

0.060/160.075/140.105/120.135/100.060/160.075/140.105/120.135/100.064/160.079/140.109/120.138/10 0.168/8 0.079/140.109/120.138/10 0.168/8 0.079/140.109/120.138/10 0.168/8

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

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

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

3.5

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

3.5

INCHESINCHES INCHESINCHES

INCHESINCHESINCHESINCHESINCHESINCHESINCHESINCHES

Fill heights exceeding 100 feet require

STATE PROJECT

NUMBER

SHEET

F.3

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY STANDARD

STANDARD

A u g u s t

U h ig h w a y s F

H W

A

O M

A D

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

DAR 15(2) MT

4.

3.

2.

1.

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

DIAMETER

VALENT

EQUI-

RADIUS

CORNER

MINIMUM

COVER

MINIMUM

SPAN x RISE

SIZE

PIPE ARCH

SIZE

PIPE ARCH

SPAN x RISE DIAMETER

VALENT

EQUI-

RADIUS

CORNER

MINIMUM

COVER

MINIMUM

COVER

MINIMUM

DIAMETER

SIZE

PIPE

SIZE

PIPE

DIAMETER COVER

MINIMUM

ALUMINUMSTEEL

NOTE:

NO SCALE

of camber or increase the pipe culvert gradient.

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

When directed, camber pipe culverts upward pavement for both flexible and rigid pavement.

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

Measure minimum cover from the top of the corrugation pipe.

Obtain approval before furnishing annular of helical lockseam and welded seam pipe.

corrugations are more restrictive than those

Fill heights for culvert pipe with annular lockseam and welded seam pipe only.

The fill heights in the table are for helical special analysis by the CO.

602-2

COUPLING BAND

METAL PIPE CULVERT

MINIMUM BAND WIDTH (INCHES)

1 x 2

1 x 3

3 x 1

5 x 1 78 to 144

36 to 72

78 to 144

36 to 72

78 to 84

42 to 72

12 to 36

87 x 64 to 142 x 91

60 x 46 to 81 x 59

87 x 64 to 142 x 91

60 x 46 to 81 x 59

49 x 33 to 83 x 57

17 x 13 to 42 x 29

10.5

10.5

10.5

10.5

10.5

10.5

10.5

INCHESINCHESINCHES

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

" for 21" round culvert (24" x 18" pipe arch) or more2 having rerolled end to form annular corrugations. A 10.5 inch band is acceptable on pipe rerolled with 3" x 1" pipe corrugations.

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

2ends rerolled with 2

The minimum band widths shown for 3" x 1" and 5" x 1" corrugated sizes apply to

" corrugations on rerolled pipe ends.2 1" x 3 steel, or 0.036 inch for aluminum, or a plastic with an equivalent strength to metal.

less. Use a matching metal having a nominal thickness of not less than 0.040 inch for

Smooth sleeve-type couplers and flat bands may be used for pipe diameters of 12" or

42" diameter to 42" diameter, required above

42" diameter to 42" diameter, required above 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

STATE PROJECT

NUMBER

SHEET

F.4

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY STANDARD

STANDARD

A u g u s t

U h ig h w a y s F

H W

A

O M

A D

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

DAR 15(2) MT

2.

1.

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

Stab type joint

Smoother sleeve with center stop.

DIAMETER

ROUND PIPE

SPAN x RISE

PIPE ARCH

BANDS

CORRUGATED

ANNULAR

BANDS

CORRUGATED

HELICALLY

BANDS

CORRUGATED

SEMI-

SIZE

CORRUGATION

underdrain

COUPLING BANDS FOR METAL PIPE CULVERT

NOTE:

NO SCALE

W

W W W

Band Band

Band corrugation in pipe end with second annular around band meshes

Continuous corrugation

Band Bolts 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 be used.

Highway Bridges, Division II Section 26 may criteria of AASHTO Standard specifications for devices that comply with the joint performance

Other types of coupling bands or fastening specified in the Special Contract Requirements.

Watertight pipe joints are not required unless

3 4 5 of corrugation at heel and toe of angle

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

Bolt, bar and

Use annular corrugated bands with pipes having annular corrugations or with helical pipe dimension of the end corrugation in the pipe.

For helically corrugated pipe with rerolled ends, the nominal corrugations size refers to the

Use helical corrugated bands with pipes having helically corrugated ends.

as the connecting pipe. Provide coupling bands not more than 3 nominal sheet thicknesses

Fabricate annular, helical and semi-corrugated type coupling bands from the same metal

Second angle connection optional Second angle connection optional

DRAFT: 10/2014

REVISED: 4/1994 6/2005

602-3

PIPE CULVERT BEDDING

METAL AND PLASTIC

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

exceeding 6" compacted depth. Or lean concrete

> 54"

12" to 54"

6"

4"

48" and UP

UP to 48" 24"

2'-0" ±

1'-0" ±

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

18" ±

18" ±18"±

18" (min.)

minimum

1'-0"

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

2H or 12' (max.)1

2H or 12' (max.)

(min.)

6"

2H or 12' (max.)

(min.)

6"

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

6" in uncompacted depth.

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

"/foot of cover,2

* Reduce to 18" for span or 36", STATE PROJECT

NUMBER

SHEET

F.5

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY STANDARD

STANDARD

A u g u s t

U h ig h w a y s F

H W

A

O M

A D

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

DAR 15(2) MT

See Section 704 for bedding and backfill requirements.

dimension of all pipe arch culverts.

H equals the diameter of all round pipe culverts or the rise amount of camber or increase the pipe culvert gradient.

designed exceeds the elevation of the inlet invert, reduce the curve. If the midpoint elevation on the parabolic curve as to 1% of the pipe length. Develop camber on a parabolic through the inlet and outlet inverts an ordinate amount equal

When directed, camber pipe culverts upward from a chord

3.

2.

1.

be adjusted to tie into impervious material.

granular material is used for backfill. Width may material at the pipe culvert inlet where

Construct piping plug of impermeable backfill

MULTIPLE PIPE INSTALLATION

PIPING PLUG

TRENCH EXCAVATION IN EMBANKMENT

BELOW NATURAL GROUND OR

ON UNSTABLE MATERIAL

NATURAL GROUND

ABOVE AND BELOW

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

or SPAN

DIAMETER

PIPE SIZE (H) DEPTH

Roadway embankment Roadway embankment

Natural ground

Toe plate Toe plate

Natural ground Natural ground

Roadway embankment

Roadway excavation

Natural ground

NOTE:

NO SCALE

H H or Span

Diameter or Span

Diameter

H

Width

(see table)

Minimum spacing

H H

H H

H H

H H

H

H

H H

H

Finished subgrade Finished subgrade

Natural ground section

Metal end

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

Metal end section

Roadway embankment

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

Remove unyielding material trench excavations

Embankment material placed in layers

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

whichever is less fill material properly compacted with approved granular foundation firm bearing soil and replace

Remove unstable material to

Bedding

Bedding

Bedding

Bedding depth table

See bedding excavation in trench

Half diameter or

HH

30"

24"

18"

7'

6'

5'

602-6

TREATMENT IN CUT SLOPES

PIPE CULVERT INLET

1'

1'

(min.)

4' d ip a t c e n te r

(Min.)

4'

STATE PROJECT

NUMBER

SHEET

F.6

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY STANDARD

STANDARD

A u g u s t

U h ig h w a y s F

H W

A

O M

A D

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

DAR 15(2) MT

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

PLAN PLAN

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

B e r m

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

B e r m

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

NOTE:

NO SCALE

Flat b ottom ditc h at c ulvert inlet

A

A

B

B section

End

Original ground cut slope

Normal in mountainous terrain flat terrain. Taper at 5:1

Taper at 10:1 in rolling or ditch line

Normal

5:1 in mountainous terrain.

or flat terrain. Taper at

Taper at 10:1 in rolling

Normal ditch line ditch line

Normal

Pipe culvert

Original ground cut slope

Normal

D

D

(See table)

Ditch widening

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

Subgrade shoulder Normal ditch line

Cut Slope slope

1:3 max

Subgrade shoulder

Cut Slope

Pavement surface

Subgrade

Berm

Pavement surface

Subgrade

End section

Berm maximum slope

1:1.5

D maximum slope

1:1.5 pipe as staked

Slope at ditch at end section

Flow line of pipe as staked

Slope at

G20-1 ROAD WORK NEXT XX MILES 36 x 18 G20-2 END ROAD WORK 36 x 18

M4-10R DETOUR ARROW RIGHT 48 x 18 M4-10L DETOUR ARROW LEFT 48 x 18 R11-2 ROAD CLOSED 48 x 30 W1-6 ONE-DIRECTION LARGE ARROW 48 x 24 W3-4 BE PREPARED TO STOP 36 x 36 W8-6 TRUCK CROSSING 36 x 36

W13-1P 25 MPH 24 x 24 W20-1 ROAD WORK AHEAD 36 x 36 W20-1 ROAD WORK 500 FT 36 x 36 W20-3 ROAD CLOSED 500 FT 36 x 36 W20-3 ROAD CLOSED 1000 FT 36 x 36 W20-4 ONE LANE ROAD AHEAD 36 x 36 W20-7a FLAGGER (SYMBOL) 36 x 36 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.

All devices are estimates and are shown for information only.

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

Temporary traffic control, drum

Description Sign size (in x in)

NOTE:

TEMPORARY

TRAFFIC CONTROL PLAN

FOOTNOTE:

MUTCD

Number

ESTIMATED TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGNS

ESTIMATED TEMPORARY TRAFFIC CONTROL,

CHANNELIZING DEVICES

Description

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

DAR 15(2) G.1MT

F:

\h ig hw ay s\

FH

W

A\

_O

M A D

_1 5(

2) \D es ig n\ Te m po ra ry

T ra ff ic

C on tr ol m t-

-A ug

-2

:0

N

B el l 8/

B

W ac ke r

8/

D es ig ne d by

C he ck ed b y:

m t-d n a .d g n

I n t_ ft

D

G.2

STATE PROJECT

A u g

W a c k

B

C h e c k e d b y

D e s ig n e d b y

8 ft

TYPE 3 BARRICADE

T r a ff ic f lo w

T r a ff ic f lo w f t f t

500 FT

ROAD

CLOSED

W20-3

1000 FT

ROAD

CLOSED

W20-3

NOTE:

R11-2

DETOUR

ROAD

CLOSED

M4-10

DETOUR

ROAD

CLOSED

center barricade

Mount signs over and border.

White background w/ black legendR11-2 and border.

Orange background w/ black legendM4-10 and border.

Orange background w/ black legendW20-3

5. Sign colors are as follows:

4. Mount signs on wood posts. See Standard 635-14.

signing.

3. Conform with the current M.U.T.C.D. edition on all approved by CO.

and ensure adequate space for turnaround as

2. Adjust location and spacing to meet field conditions opposite direction of travel.

Place devices similar to those depicted for the

1. Signs are shown for one direction of travel only.

DETAIL

CONTROL ROAD CLOSURE

TEMPORARY TRAFFIC

NO SCALE

see detail this sheet

Type 3 barricade, SIGNS IN FEET

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

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

STANDARD APPROVED FOR USE 6/2005

DRAFT: 6/2014

REVISED:

635-1

TEMPORARY TRAFFIC CONTROL

ADVANCE SIGNING

STATE PROJECT

NUMBER

SHEET

G.3

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY STANDARD

STANDARD

A u g u s t

U h ig h w a y s F

H W

A

O M

A D

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

DAR 15(2) MT

G20-2

G20-2

G20-2

See Note 11

G20-1

See Note 11

G20-1

M in o r R o a d

M a jo r R o a d

See Note 10

W20-1

See Note 10

W20-1

See Note 9

W16-8P

W20-1 over

See Note 9

W16-8P

W20-1 over

W20-1

Ro ad N am e

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

14.

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

ROAD WORK

END

WORK

ROAD

AHEAD

ROAD WORK

END

ROAD WORK

END

ROAD WORK

END

WORK

ROAD

AHEAD

WORK

ROAD

AHEAD

See Note 10

W20-1

See Note 10

W20-1

G20-2

NOTE:

NO SCALE

the distance to the work area in feet or in miles. Install an additional W20-1

The message on the W20-1 signs may be "ROAD WORK AHEAD" or may specify of the road on which the construction does occur (applies to major roads only).

construction work occurs, include a supplementary plaque indicating the name

If W20-1 is placed on a roadway other than that on which the actual post-mounted signs when not applicable.

Do not store traffic control devices along the roadway when not in use. Cover

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

NCHRP-350 or MASH for crashworthiness.

Ensure all sign supports exposed to impact by traffic meet the requirements of indicate a maximum recommended speed through the construction area.

Install advisory speed plates under the W20 series warning signs as needed to construction conditions.

Additional or different message signs may be required to fit the actual messages as required.

locate the warning signs as determined by the CO for best results. Vary

Where advance warning signs, placed as shown, interfere with permanent signs, traffic control plan as necessary to accommodate actual operations.

to this project. The Contractor may add or delete information and details in this

Not all details shown on the temporary traffic control sheets may be applicable

Erect all project advance warning signs before starting construction work.

retroreflective sheeting types.

Refer to the Section 635 of the Special Contract Requirements for allowable

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

that an encroachment permit has been obtained.

If signing on a roadway under a jurisdiction other than the client agency, verify whole mile.

each end of the project. Show the distance on the G20-1 sign to the nearest

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

(optional)

W13-1P

(optional)

W13-1P xx

MPH

xx

MPH

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

FEET

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

TEMPORARY TRAFFIC CONTROL

FOR DIVERSION

STANDARD APPROVED FOR USE 6/2005

DRAFT: 6/2014

REVISED:

635-4

STATE PROJECT

NUMBER

SHEET

G.4

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY STANDARD

STANDARD

A u g u s t

U h ig h w a y s F

H W

A

O M

A D

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

DAR 15(2) MT

W1-6 Rt. or Lt.

Traffic flow

Traffic flow conflicting pavement markings.

no passing zone, add signing and/or marking as appropriate. Remove

If the area approaching diversion is not already signed and marked as a those depicted for the opposite direction of travel.

Signs are shown for one direction of travel only. Place devices similar to

See Note 4

W20-1

See Note 4

W20-1

See Note 4

G20-2

LENGTH AND SPACING TABLE

SPEED*

APPROACH

AREA

TAPER

SPACE

BUFFER

SPACE

WORK

CHANNELIZING DEVICE

W13-1P

6.

5.

4.

3.

2.

1.

See Note 3

W24-1 not the advisory speed.

Approach speed based on the regulatory posted speed, *

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

LENGTH

BUFFER SPACE

NOTE:

NO SCALE

Expressway / Freeway 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, as directed by the CO devices along diversion

Delineators or channelizing

ABC

ADVANCE WARNING AREA (See Sign Spacing Table)

TAPER AREA BUFFER SPACE

See Length and Spacing Table

TAPER AREABUFFER SPACE

A

WORK

ROAD

xxxxxxx

WORK

ROAD

xxxxxxx xx

MPH

ROAD WORK

END

the buffer space.

Do not allow equipment, materials, or vehicles to be parked or stored in

Place channelizing devices outside temporary roadway.

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

If the diversion is completely within the project limits, eliminate the diversion has sharp curves with recommended speeds of 30 mph or less.

original alignment. Use "Reverse Turn" signs (W1-3) instead when the

Curve" sign (W1-4) in advance of the second reverse curve back to the

Reverse Curve" sign (W24-1). Install a second, appropriate "Reverse use an appropriate "Reverse Curve" sign (W1-4) instead of the "Double

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

TEMPORARY TRAFFIC CONTROL

(WITH FLAGGERS)

ROAD CLOSURE LAYOUT

STANDARD APPROVED FOR USE 6/2005

DRAFT: 8/2013

REVISED:

635-5

STATE PROJECT

NUMBER

SHEET

G.5

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY STANDARD

STANDARD

A u g u s t

U h ig h w a y s F

H W

A

O M

A D

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

DAR 15(2) MT

Traffic flow

Traffic flow the buffer space.

Do not allow equipment, materials, or vehicles to be parked or stored in

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

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

If closure is completely within the project limits, eliminate the "ROAD name of the Contractor on the pilot car.

at a conspicuous location on the rear of vehicle. Prominently display the

For pilot car operation, mount the "PILOT CAR FOLLOW ME" (G20-4) sign conditions as approved by the CO.

Final location and spacing of signs and devices may be changed to fit field those depicted for the opposite direction of travel.

Signs are shown for one direction of travel only. Place devices similar to

Spacing Table)

(See Length and

LENGTH AND SPACING TABLE

SPEED*

APPROACH

6.

5.

4.

3.

2.

1.

Spacing Table)

(See Length and WORK SPACE

See Note 4

G20-2

See Note 4

W20-1 W3-4

(optional)

W16-2P

W20-7

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C posted speed, not the advisory speed.

Approach speed based on the regulatory *

BUFFER SPACE

LENGTH

BUFFER SPACE

NOTE:

NO SCALE

Expressway / Freeway

Flagger location

Flagger location

ADVANCE WARNING AREA (See Sign Spacing Table)

TERMINATION AREAVARIABLEBUFFER SPACEABC

(optional)

A

WORK

ROAD

AHEAD

BE

PREPARED

TO STOP

ROAD WORK

END

xxx

FEET

SPACING IN FEET

FEET

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

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

SINGLE LANE CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

(WITH FLAGGERS)

STANDARD APPROVED FOR USE 6/2005

DRAFT: 8/2013

REVISED:

635-6

See Note 6

10' min.

STATE PROJECT

NUMBER

SHEET

G.6

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY STANDARD

STANDARD

A u g u s t

U h ig h w a y s F

H W

A

O M

A D

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

DAR 15(2) MT

Traffic flow

Traffic flow

See Note 4

W20-1 W20-7W20-4

See Note 4

G20-2

Spacing Table)

(See Length and

(optional)

WORK SPACE (optional)(optional)

(optional)

W13-1P

(optional)

W16-2P

7.

6.

5.

4.

3.

2.

1.

the buffer space.

Do not allow equipment, materials, or vehicles to be parked or stored in

Requirements, Section 156.

For project specific minimum width, refer to the Special Contract

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

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

If closure is completely within the project limits, eliminate the "ROAD name of the contractor on the pilot car.

a conspicuous location on the rear of vehicle. Prominently display the

For pilot car operation, mount the PILOT CAR FOLLOW ME (G20-4) sign at conditions as approved by the CO.

Final location and spacing of signs and devices may be changed to fit field those depicted for the opposite direction of travel.

Signs are shown for one direction of travel only. Place devices similar to

LENGTH AND SPACING TABLE

SPEED*

APPROACH

AREA

TAPER

SPACE

BUFFER

SPACE

WORK

CHANNELIZING DEVICE

not the advisory speed.

Approach speed based on the regulatory posted speed, *

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

LENGTH

BUFFER SPACE

NOTE:

NO SCALE

Expressway / Freeway

Channelizing devices

Flagger location

Flagger location

ATAPER AREABUFFER SPACEVARIABLEBUFFER SPACETAPER AREAABC

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

Device spacing

BUFFER SPACE

WORK

ROAD

AHEAD

ONE LANE

ROAD

AHEAD

xx

MPH

xxx

FEET

ROAD WORK

END

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)

STANDARD APPROVED FOR USE 6/2005

DRAFT: 9/2014

REVISED:

635-14

TEMPORARY TRAFFIC CONTROL

WOOD POSTS

SIGN INSTALLATION

200' m in m in

6' - 12'

Other Shapes = 48"

Diamond = 36"

Other Shapes = 12'

Diamond = 48"

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

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, STATE PROJECT

NUMBER

SHEET

G.7

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY STANDARD

STANDARD

A u g u s t

U h ig h w a y s F

H W

A

O M

A D

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 f.

d g n

DAR 15(2) MT

NOTE:

NO SCALE

"X"

WIDTH AREA

OF POSTS

NUMBER POST SIZE D HOLE SIZE

WOOD POST SELECTION TABLE

Post

See table for hole size parallel to sign face.

Field drill holes through 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

SINGLE POST SIGN TWO POST SIGN

SIGN INSTALLATION ANGLE

POST DETAIL

D

See post detail (typ.)

Break-away holes.

S e e N o te

S e e N o te

7.

6.

5.

4.

3.

2.

1.

by the CO.

State standards may be used as an alternative if approved

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

Long side of post

D

90°

93°

In areas where lateral distance is limited, a minimum

D = Post embedment depth for average soil conditions.

Select post lengths to fit field conditions.

H1 and H2 = Overall post length.

per post.

In pedestrian locations, or in areas with obstructed views, the curb may be used.