WALEWIS707(1)-Plans.pdf

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE 11/2001

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

W101-1

AND ABBREVIATIONS

PLAN SYMBOLS

W west drwg(s).

dist.

diaph.

diag.

dia.

DHV

D exp. jt.

exc.

EW

ER

EQ or eq.

EP

emb.

elev.

El. 94.16 ft e

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

ga.

galvanized gage (gauge)

HW

hex.

hdwl.

high water hexagon headwall ftg.

ft3 ft2 flg.

fin.

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

ID

joint inside diameter

LW

lt. or LT

Ls

LPSM

long.

LNFT

lat.

lam.

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

NC

N normal crown north

OG

OD

o. to o.

o. c.

original ground outside diameter out to out on center pvmt.

PT

PST

PSC

PS

POT

POS

POC

pl.

PI

PCS

PCC

PC

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

rt. or RT reqd.

reinf.

rdwy.

R/W

R.

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

Ts

TS

thd.

TBM

T.

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

VPI

vph

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

STS

struc.

stiff.

stgr.

std.

STA, Sta.

ST

SS

SRS

SQYD

SQFT

spa.

SLRY

shldr.

sec.

SC

SADT

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

CUYD

culv.

CUFT

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

min.

MGAL

max.

matl.

monument minimum thousand gallon maximum material P

M

A u g u s t

U

S C c m y fi le s p w p r o d u c ti o n d w a a a b .d g n

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

A.2 LEWIS 707(1) WA

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 θs Ø

∆c 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

VICINITY MAP

NATIONAL FOREST

R

E

VIR

SUPSIC

R E

VI

R

Information Station

Woods Creek

RANDLE

Course

Golf

Park

Trailer

Yellowjacket Pond

Day Use site nr o h ne er G k e e r C

SUPSIC

RE

VI

R p m ut S k e e r

C relitS keerC zti lwo

C r eviR ztilwoC revi R

Wood Way dR enilC

Cispus

Environmental

Learning Center

Tower Rock

S

UP

SI

C

Yellowjscket Creek

Hampton

Lake

Gibbs s u ps i

C da o R

Pond

Mill

28 23

FN

d a oR en ilC

GIFFORD PINCHOT

d a o R s r et e

P daoR sreteP

Shelton Rd

BEGIN PROJECT

END PROJECT

Bishop

Mountain

Bluff

Mountain

Lone Tree

Mountain

Huffaker

Mountain

N

M.P. 0.00

A.3

STATE PROJECT

NUMBER

SHEET

U

S S u r ft

D m y fi le s p w p r o d u c ti o n d w a a a c .d g n

WA LEWIS 707(1)

e c e m b e r

C h e c k e d b y

D e s ig n e d b y

SCALE IN MILES

0 1

M.P. 1

M.P. 2

M.P. 4

M.P. 5

M.P. 6

M.P. 7

M.P. 8

M.P. 9

M.P. 9.53

NF 2504

48 miles

I-5

88 miles

Yakima

M.P. 3

Sheet and Description

Section C Section E Section F Section G Section H Section I

Typical Section

Erosion Control Drainage Pavement

Patch Temporary

Traffic Control Permanent

Traffic Control ALLOWANCE Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15401-0000 CONTRACTOR TESTING LPSM ALL

A0060 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0080 15702-1000 SOIL EROSION CONTROL, TEMPORARY DIVERSION

CHANNEL LPSM ALL

A0100 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 CUYD 46 4 50

A0120 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3 CUYD 19 1 20

A0140 40601-0000 FOG SEAL TON 94 6 100

A0160 40702-1100 CHIP SEAL, TYPE 2A(RUBBER) SQYD 145,364 4,636 150,000

A0180 40710-0000 ASPHALT BINDER(RUBBER) TON 336 4 340

A0200 40712-0000 BLOTTER TON 8 2 10

A0220 41801-1000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1 SQYD 1,062 13 1,075

A0240 41801-2000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2 SQYD 2,255 45 2,300

A0260 41801-3000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 3 SQYD 804 46 850

A0280 60201-0600 18-INCH PIPE CULVERT LNFT 504 16 520

A0300 60201-0800 24-INCH PIPE CULVERT LNFT 122 8 130

A0320 60201-1000 36-INCH PIPE CULVERT LNFT 100 5 105

A0340 62201-0050 DUMP TRUCK, 5 CUBIC YARD MINIMUM CAPACITY HOUR 20

A0360 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED

CAPACITY BUCKET, 18-INCH WIDTH HOUR 20

A0380 62301-0000 GENERAL LABOR HOUR 40

A0400 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID(WHITE) LNFT 201,274 1,226 202,500

A0420 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID(YELLOW) LNFT 150,956 944 151,900

A0440 63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN(YELLOW) LNFT 50,318 282 50,600

A0460 63502-1250 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE

42-INCH EACH 300 300

A0480 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS LNFT 50,318 82 50,400

A0500 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 220 220

A0520 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 190 190

A0540 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL

SUPERVISOR DAY 55 55

A0560 63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER FXHR 1,100 1,100

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-F eb -2

:2

PM

c:

\m yf ile s\ pw

_p ro du ct io n\ d0

W

A

LE

W

IS

7(

1) -E st im at e-

.x ls x]

Sh ee t

STATE PROJECT

B.1LEWIS 707(1)WA

SHEET

NUMBER

NOTE:

2.

1.

Variable

Existing Slope

Variable Existing Slope

Shldr

1'

12'12'

M.P. 0.00 to 9.53

TYPICAL SECTION

CISPUS ROAD

Existing asphalt surface

Traveled WayTraveled Way

Shldr

1'

Construction Limits

U

S S u r ft m y fi le s p w p r o d u c ti o n d w a a c a .d g n

A

F e b r u a r y

STATE PROJECT

NUMBER

SHEET

C.1 WA LEWIS 707(1)

C h e c k e d b y

D e s ig n e d b y

Chip Seal, Type 2A (RUBBER)

Dimensions shown are approximate.

Existing superelevated and widened sections are not shown.

TYPICAL SECTION

Match existing Match existing

H I G

H W

A Y

CISPUS RD.

N

Lake

Gibbs daor reltu B d aor relt u

B

CISPUS RD.

.dR dduJ

Sho rt Ro ad

K a r e n A v e

P a u l

A v e

C li n e R d

Lake

Gibbs

Woods Way

Cowlitz River

Siler

Creek

M.P.

BEGIN PROJECT

SHEET 1 of 4

PLAN & PLAN

NOTE:

D.1

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d w a a fb .d g n

WA LEWIS 707(1)

e c e m b e r

C h e c k e d b y

D e s ig n e d b y

1.

C.O. prior to construction.

All locations are approximate and to be field verified

Centerline

M.P. 0.00

IMPROVEMENTS

CISPUS ROAD

M.P.

Install 18" pipe culvert

Remove existing culvert.

M.P. 2.30

F N ke erC reli S

.dR dduJ d

R s s e nr e dli W

.r D k c u B

Install 18" pipe culvert

Remove existing culvert.

M.P. 2.58

Install 18" pipe culvert

Remove existing culvert.

M.P. 2.65 Install 36" pipe culvert

Remove existing culvert.

M.P. 2.76

M.P.

Squire

C re e k

Install 18" pipe culvert

Remove existing culvert.

M.P. 3.17

Install 24" pipe culvert

Remove existing culvert.

M.P. 3.42

Install 18" pipe culvert

Remove existing culvert.

M.P. 3.78

M.P.

SHEET 2 of 4

PLAN & PLAN

CISPUS RD

CISPUS RD

See Sheet G.2 pavement patch, type 2

Asphalt concrete

M.P. 2.32 LT

Spears Rd

G I F F

O R

D P I

N C

H O

T N

A T I

O N

A L F

O R

E S

T

N F

N F -2

NF-23

D.2

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d w a a fc .d g n

WA LEWIS 707(1)

e c e m b e r

C h e c k e d b y

D e s ig n e d b y

NOTE:

1.

type 2. See Sheet G.2 pavement patch, Asphalt concrete

M.P. 2.28 LT

type 1. See Sheet G.2 pavement patch, Asphalt concrete

M.P. 2.23 LT

by C.O. prior to construction.

All locations are approximate and to be field verified

Centerline pavement patch, type 3

Asphalt concrete

M.P. 2.47 LT & RT

See Sheet G.2 pavement patch, type 2

Asphalt concrete

M.P. 2.84 LT

Install 18" pipe culvert

Remove existing culvert.

pavement patch, type 3.

Asphalt concrete

M.P. 2.94 LT

type 2. See Sheet G.2 pavement patch, Asphalt concrete

M.P. 3.40 RT

type 2. See Sheet G.2 pavement patch, Asphalt concrete

M.P. 3.37 RT

type 3 pavement patch, Asphalt concrete

M.P. 3.34 LT

type 1. See Sheet G.2 pavement patch, Asphalt concrete

M.P. 3.85 LT & RT

type 3pavement patch, Asphalt concrete

M.P. 3.67 RT

pavement patch, type 3

Asphalt concrete

M.P. 3.71 RT

M.P.Install 18" pipe culvert

Remove existing culvert.

M.P. 4.75

Install 18" pipe culvert

Remove existing culvert.

M.P. 4.85

Install 18" pipe culvert

Remove existing culvert.

M.P. 4.91 Install 18" pipe culvert

Remove existing culvert.

M.P. 5.03

M.P. 5.82

Remove existing culvert.

Install 24" pipe culvert

M.P.

SHEET 3 of 4

PLAN & PLAN

CISPUS ROAD

CISPUS ROAD

N F

6NF-2

Install 24" pipe culvert

Remove existing culvert.

M.P. 5.15 D.3

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d w a a fd .d g n

WA LEWIS 707(1)

e c e m b e r

C h e c k e d b y

D e s ig n e d b y

NOTE:

1.

by C.O. prior to construction.

All locations are approximate and to be field verified type 2. See Sheet G.2 pavement patch, Asphalt concrete

M.P. 5.10 LT

type 2. See Sheet G.2 pavement patch, Asphalt concrete

M.P. 5.17 LT

M.P. 5.47 LT

Asphalt concrete pavement patch, type 2. See Sheet G.2

M.P. 5.69 LT & RT

Asphalt concrete pavement patch, type 2.

See Sheet G.2

M.P. 5.87 LT

Asphalt concrete pavement patch, type 2.

See Sheet G.2

See Sheet G.2 pavement patch, type 1.

Asphalt concrete

M.P. 6.55 RT

See Sheet G.2 pavement patch, type 1.

Asphalt concrete

M.P. 6.64 RT

See Sheet G.2 pavement patch, type 2.

Asphalt concrete

M.P. 4.89 LT

See Sheet G.2 pavement patch, type 2.

Asphalt concrete

M.P. 4.50 RT

Centerline

See Sheet G.2 pavement patch, type 2.

Asphalt concrete

M.P. 4.78 LT

pavement patch, type 3.

Asphalt concrete

M.P. 6.33 LT & RT

pavement patch, type 3

Asphalt concrete

M.P. 6.85 RT

M.P.

N

Install 24" pipe culvert

Remove existing culvert.

M.P. 7.90

M.P.

M.P.

SHEET 4 of 4

PLAN & PLAN

END PROJECT

CISPUS ROAD

CIS

PUS R

OAD

C is p u s

River

N F

NF-29

D ry C re e k

N F

Yell owja cke t

C re e k

NOTE:

1.

by C.O. prior to construction.

All locations are approximate and to be field verified

M.P. 9.53

IMPROVEMENTS

CISPUS ROAD

type 2. See Sheet G.2 pavement patch, Asphalt concrete

M.P. 9.50 LT

See Sheet G.2 pavement patch, type 2.

Asphalt concrete

M.P. 97.55 RT

D.4

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d w a a fe .d g n

WA LEWIS 707(1)

J a n u a r y

C h e c k e d b y

D e s ig n e d b

CONTROL QUANTITIES

TABULATION OF EROSION

E.1

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d w a a d a .d g n

WA LEWIS 707(1)

A u g u s t

C h e c k e d b y

D e s ig n e d b

6" deep and secure with riprap or sandbags.

Bury plastic liner 6" deep

2'2'2' 2'

E.2

STATE PROJECT

NUMBER

SHEET

U m y fi le s p w p r o d u c ti o n d w a a d b .d g n

WA LEWIS 707(1)

F e b r u a r y

C h e c k e d b y

D e s ig n e d b y

DIVERSION DETAIL

TEMPORARY

NOTE:

PLASTIC LINED DIVERSION CHANNEL

RIPRAP LINED DIVERSION CHANNEL

TEMPORARY CULVERT

DIVERSION CHANNEL

SECTION B-B

SECTION A-A

SECTION A-A SECTION B-B

SECTION B-B

PLAN

W

B

W

B

W

B B

W

T T

Ø when scheduled)

Silt fence (typ.

embankment

Roadway embankment

Roadway

Temporary culvert backfill

Subgrade

Bedding

Sandbags

Riprap lining Riprap lining backflow into natural channel

Use sandbags to prevent

Permanent natural channel

Earthwork limits with plastic liner or riprap

Temporary diversion channel when scheduled)

Silt fence (typ.

See Note 5

Permanent culvert

Roadway centerline temporary barrier

Use sandbags to construct

SandbagsPlastic liner

SSSS

SS SS

D

D D

D

SS

SS

SS SS

FlowFlow

FlowFlow

Plastic liner when scheduled)

Silt fence (typ.

using one of the methods listed in Subsection 204.11(a).

temporary culvert. Compact temporary culvert backfill channel through the roadway embankment with

When specified replace the portion of the diversion

A

A

BB

GeotextileGeotextile

Flow

Natural ground and secure with sandbags (typ.)

liner. Bury the upstream edge of the liner a minimum of

Do not construct with longitudinal joints if using a plastic

Construct channel at a minimum grade of 0.5 percent.

width of the temporary diversion channel.

Use plastic liner or riprap along the entire length and

4.

3.

2.

1.

10.4 x 16 25101 -0200

25101 -0300

60201 -0600

60201 -0800

60201 -1000

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

PL

A C

ED

R

IP

R A P, M

ET

H O

D A

C

LA

S S

-I

N C

H P

IP

E

C U

LV

ER

T

-I

N C

H P

IP

E

C U

LV

ER

T

-I

N C

H P

IP

E

C U

LV

ER

T

C R U

S H

ED

A

G G

R

EG

A

TE

A S

PH

A

LT

C O

N C R

ET

E

PA

V

EM

EN

T

TU

R F

ES

TA

B

LI

S H

M

EN

T

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 notes

FEET CUYD CUYD CUYD LNFT LNFT LNFT SQYD SQYD SQYD Lt Rt

2.30 3 44 19 19 8 AS

2.58 6 44 19 19 14 AS

2.65 3 44 19 19 8 AS Pavement Patch, See Sheet G.1

2.76 19 100 32 32 39 AS

2.94 3 48 19 19 11 AS

3.17 3 44 19 19 7 AS

3.42 5 68 23 23 13 AS

3.78 3 50 19 19 9 AS

4.75 3 40 19 19 9 AS

4.85 3 60 19 19 22 AS

4.91 3 40 19 19 16 AS

5.03 3 40 19 19 8 AS

5.15 3 50 19 19 8 locate culvert

5.82 5 54 23 23 13

PROJECT TOTAL 0 46 19 504 122 100 287 287 185

Allowable Pipe Material

NOTE: A Aluminum

1. Aluminized steel pipe culvert minimum wall thickness is the larger of 0.168" or the AS Aluminized steel by the Std. 602-1 fill height table. C Concrete

GS Galvanized steel P Plastic (blank) Any appropriate material x/__ Any appropriate material except __

PAY ITEM NUMBER FOR INFO ONLY

TABULATION OF DRAINAGE QUANTITIES

c:

\m yf ile s\ pw _p ro du ct io n\ d0

W A

LE

W

IS

7(

1) -D ra in ag e.

xl sx

]S he et

-J an

-2

1:

P

M S

W it uc ki 9/

D

C he ck er

/2

D es ig ne d by

C he ck ed b y:

STATE PROJECT

F.1

SHEET

NUMBER

LEWIS 707(1)WA

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

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.2

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY STANDARD

STANDARD

O c to b e r

U m y fi le s p w p r o d u c ti o n d m s S td .6

.D

R A

F T .d g n

LEWIS 707(1)WA

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.

william.witucki Inserted Text

REVISED: 4/1994 6/2005

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

STATE PROJECT

NUMBER

SHEET

F.3

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY STANDARD

STANDARD

c to b e r

U m y fi le s p w p r o d u c ti o n d m s S td .6

.D

R A

F T .d g n

LEWIS 707(1) WA

" 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

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" ±

STATE PROJECT

NUMBER

SHEET

F.4

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY STANDARD

STANDARD

c to b e r

U m y fi le s p w p r o d u c ti o n d m s S td .6

.D

R A

F T .d g n

LEWIS 707(1) WA

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", 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

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

CLASS

RIPRAP

SECTION

END

WITH

SECTION

END

WITHOUT

(CY)

QUANTITY

RIPRAP

ESTIMATED

(SY)

QUANTITY

GEOTEXTILE

ESTIMATED

(inches) D

SIZE

CULVERT

(feet) L

APRON

OF

LENGTH

(feet) H

APRON

OF

DEPTH

CLASS

RIPRAP

SECTION

END

WITH

SECTION

END

WITHOUT

PROTECTIVE APRON DIMENSIONS AND ESTIMATED QUANTITIES

OUTLET WITHOUT DITCH

(CY)

QUANTITY

RIPRAP

ESTIMATED

(SY)

QUANTITY

GEOTEXTILE

ESTIMATED

(inches) D

SIZE

CULVERT

(feet) L

APRON

OF

LENGTH

(feet) H

APRON

OF

DEPTH

PROTECTIVE APRON DIMENSIONS AND ESTIMATED QUANTITIES

OUTLET WITH DITCH

14.5

12.5

2.5

2.5

1.5

1.5

1.5

2.5

2.5

1.5

1.5

1.5

14.5

12.5

2.5

2.5

1.5

1.5

1.5

2.5

2.5

1.5

1.5

1.5

2'

49.8

38.7

18.5

13.3

5.2

3.2

1.7

44.5

34.1

15.6

10.9

3.9

2.2

2'

38.6

29.9

15.2

10.8

4.5

2.7

1.4

35.6

27.3

13.4

9.3

3.6

0.9

U

S E

R

NOTE:

NO SCALE

payment.

3. Excavation for placement of riprap will not be measured for

2. Furnish geotextile conforming to Subsection 714.01(a).

1. Use for aprons serving culverts with slopes of less than 10%.

F.5

STATE PROJECT

NUMBER

SHEET

U

S C u s to m a r m y fi le s p w p r o d u c ti o n d w a a e e .d g n

WA LEWIS 707(1)

N o v e m b e r

C h e c k e d b y

D e s ig n e d b y

AT CULVERT OUTLETS

PLACED RIPRAP

PLAN VIEW PLAN VIEW

Geotextile

END SECTION

CULVERT WITHOUT STANDARD

SECTION C-C

END SECTION

CULVERT WITH STANDARD

S p a n

D ia o r m in

S p a n

D ia o r

L

A A

B B

PLAN VIEW

Variable slope ground Original

Geotextile

END SECTION

CULVERT WITHOUT STANDARD

SECTION B-BSECTION A-A

END SECTION

CULVERT WITH STANDARD

S p a n

D ia o r

S p a n

D ia o r m in

Geotextile

Variable slope ground Original m in

L

D D

D

H

H

D D

D

WITHOUT DITCH

PROTECTIVE APRON AT CULVERT OUTLET

WITH DITCH

PROTECTIVE APRON AT CULVERT OUTLET

L

C C

C

Geotextile

SECTION E-ESECTION D-D

Geotextile ground Original m in ditch slope

Match existing

D

H m in ground Original m in

D m in

H ditch slope

Match existing

D D EE

ground

Original

D

D it c h B o tt o m

W id th

D it c h B o tt o m

W id th

D

4D

PLAN VIEW

or flatter

Sloped 1V:2H

D

D D

Flowline

D

D D

(min.)

(min.)

PATCH QUANTITIES

TABULATION OF PAVEMENT

G.1

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d w a a s a .d g n

WA LEWIS 707(1)

e c e m b e r

C h e c k e d b y

D e s ig n e d b

NOTE:

Pay Limits

Fog seal

FULL DEPTH PATCH TYPE 2

FULL DEPTH PATCH TYPE 1

Pay Limits

Fog seal

FULL DEPTH PATCH

FLEXIBLE PAVEMENT

NO SCALE

6" crushed aggregate [2] Stabilization geogrid

[1]

Tack coat around the perimeter of the patch

Tack coat around the perimeter of the patch

All items shown within the pay limits are included in the pay item.

encountered at time of construction.

Extent of patch to be determined by the CO based on conditions

2.

1.

[1]

FOOTNOTE:

[2] to a depth of 10"

Remove existing material to a depth of 4"

Remove existing material

4" Asphalt concrete pavement

4" Asphalt concrete pavement

Top of existing asphalt

Top of existing asphalt varies up to 10" thick

Existing asphalt depth varies up to 10" thick

Existing asphalt depth

See Detail A

Pay Limits

Fog seal

6" crushed aggregate [2] Stabilization geogrid

[1]

Tack coat around the perimeter of the patch to a depth of 10"

Remove existing material

4" Asphalt concrete pavement

Top of existing asphalt

DETAIL A

M atch

E xistin g

G.2

STATE PROJECT

NUMBER

SHEET

F le x P a v e m e n t

F u ll D e p th P a tc h c m y fi le s p w p r o d u c ti o n d w a a s b .d g n

WA LEWIS 707(1)

F e b r u a r y

C h e c k e d b y

D e s ig n e d b y material conforming to Subsection 703.06.

Asphalt millings can be used as crushed aggregate slope.

geogrid below crushed aggregate an extend to face of

When patch extends to the shoulder, place stabilization crushed aggregate when contained within the roadway.

For Type 1 patch, place stabilization geogrid below

CONTROL QUANTITIES

TEMPORARY TRAFFIC

TABULATION OF

H.1

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d w a a n a .d g n

WA LEWIS 707(1)

J a n u a r y

C h e c k e d b y

D e s ig n e d b

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

H.2

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY STANDARD

STANDARD

e p te m b e r

U m y fi le s p w p r o d u c ti o n d w a a n b .d g n

LEWIS 707(1) WA

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

B 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

NO SCALE

NO

CENTER

LINE

NO

CENTER

LINE

NO

CENTER

LINE

NO

CENTER

LINE

NO

CENTER

LINE

NO

CENTER

LINE

DO

NOT

PASS

DO

NOT

PASS

DO

NOT

PASS

PASS

WITH

CARE

PASS

WITH

CARE

PASS

WITH

CARE

NO

PASSING

ZONE

NO

PASSING

ZONE

NO

PASSING

ZONE

635-3

STANDARD APPROVED FOR USE 6/2005

DRAFT: 8/2013

REVISED:

On curves with radius less than 500', reduce cycle length to 20'.

with paint or tape, use Standard 635-2.

temporary traffic control zones greater than 3 miles long.

Repeat W8-12 after each major intersection and every 2 miles for

Repeat R4-1 at 1 mile intervals.

FOR UNMARKED PAVEMENTS

DELINEATION AND SIGNING

500'

500'

500'

500'

500' cycle length

40'

500' cycle length

40' cycle length

40'

STATE PROJECT

NUMBER

SHEET

H.3

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

LEWIS 707(1) WA

u g u s t

U m y fi le s p w p r o d u c ti o n d m s S td

.d g n

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

NOTE:

Traffic flow

Traffic flow

W8-12

Traffic flow

Traffic flow

Traffic flow

Traffic flow

W8-12

W8-12

W8-12

W8-12

W8-12 each direction of travel.

Use permanent markings plan to determine no passing zones for

(optional)

W14-3

(optional)

W14-3

(optional)

W14-3

TABLE A

Markings Are Required

Maximum Duration Before

ADT

See Note 2

See Note 2

See Note 2

3 Days

14 Days

> 1000

≤ 1000

R4-1

R4-1

R4-1

See Note 6

R4-2

See Note 6

R4-2

See Note 6

R4-2

6.

5.

4.

3.

2.

1.

longer periods/higher ADT or for application of temporary markings positioning guides and signing are provided per this detail. For

For periods noted in Table A, pavement may be unmarked if vehicle installed at the upstream end of the zone.

a no-passing zone only if a "DO NOT PASS" (R4-1) sign has been

Use the "PASS WITH CARE" (R4-2) sign at the downstream end of vehicle positioning guides

Bi-directional yellow vehicle positioning guides

Bi-directional yellow vehicle positioning guides

Bi-directional yellow

PROJECT LIMITS

PROJECT LIMITS

PROJECT LIMITS

Passing AllowedNo Passing ZonePassing Allowed

Two-way traffic

No Passing zone one direction

DETAIL B

Two-way traffic

No Passing zone both directions

DETAIL C

Two-way traffic

Passing zone both directions

DETAIL A

MPH

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

H.4

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY STANDARD

STANDARD

N o v e m b e r

U m y fi le s p w p r o d u c ti o n d w a a n d .d g n

LEWIS 707(1) WA

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

"X"

WIDTH AREA

OF POSTS

NUMBER 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

H.5

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

LEWIS 707(1) WA

u g u s t

U m y fi le s p w p r o d u c ti o n d w a a n e .d g n

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

7.

6.

5.

4.

3.

2.

1.

by the CO.

State standards may be used as an alternative if approved

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.

NOTE:

See table for hole size parallel to sign face.

Field drill holes through post

I.1

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d w a a p a .d g n

WA LEWIS 707(1)

e c e m b e r

C h e c k e d b y

D e s ig n e d b y

TRAFFIC CONTROL

TABULATION OF PERMANENT

NOTE:

FOOTNOTE:

1.

approximate. The CO will verify the final stations before marking.

The quantities of the permanent pavement markings shown are two applications according to Section 634.

Permanent pavement marking quantities shown reflect[1] two applications according to Section 634.

Permanent pavement marking quantities shown reflect[1]

[1][1]

10'30'10'30'10'

2' to 6'

REVISED: 10/2012

W634-2

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE 10/2007

PAVEMENT MARKINGS

LINEAR

2' m a x m in

4" dotted white line

4" solid white edge

4" solid double

4" dotted white

Locate 12" wide stop line to

4" solid white edge line

4" broken yellow centerline o v e m b e r

U m y fi le s p w p r o d u c ti o n d m s D e t.

W .d g n

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

I.2 LEWIS 707(1) WA

NOTE:

NO SCALE

s s w

Transition

Curve widening

Transition

S h o u ld e r s

T ra v e l

L

T ra v e l

L

S h o u ld e r s s L

L s when specified in plans h o u ld e r

L a n e

T r a v e l

L a n e

T r a v e l h o u ld e r required by the maintaining agency.

pavement markings when specified on the plans or when

Typical pavement marking widths are shown. Use wider for curve widening transition locations.

throughout the curve widening area. See staking details the roadway. Maintain a constant shoulder width "s" curve widening "w" to achieve equal lane widths within

Paint centerline pavement markings on curves with curb interface when curb is present.

Place edge line pavement markings at asphalt/concrete required by the maintaining agency when specified in the plans or when

Increase spacing between parallel lines

3.

2.

1.

markings when specified

Approach road pavement

TYPICAL PAVEMENT MARKING APPLICATIONS

CENTERLINE MODIFICATION FOR CURVES WITH WIDENING APPLIED ON INSIDE

CENTERLINE DETAIL

See Note 2 for treatment of curves when widening "w" is split equally on both sides of centerline

L w break specified in plans extension when edge line line when specified in plans yellow centerline line extension

Turnout

Edge of pavement allow sufficient sight distance

Major approach road

Minor approach

Centerline as required

Edge line when specified in plans and location of top lift pavement joint

Offset centerline for pavement markings

Design

Edge line when specified in plans w w w

CL

CL

L a n e

L a n e