WA_FS_ERFO_151-2101_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

P

M

A p r il

U

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

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

A.2FS ERFO 151-2101WA

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

NO SCALE

- no symbol -wall face

N

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

NOTE:

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, EXISTING PROPOSED

Transition

Toe of Fill

Top of Cut

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

SCALE IN MILES

(Bruch & Bruch)

Snider Pit

To Port Angeles

36 miles

0.4 Miles

FR

-29

FR-2900

F R

1.6 Miles

Jct.

2.4 Miles

To Forks

15 miles

N

END PROJECT

BEGIN PROJECT

0 1 21 d R h c n a

R r e p o o

C

100+00.00

FDR 2922 REPAIR

WA FS ERFO 151-2101

104+66.00

FDR 2922 REPAIR

WA FS ERFO 151-2101

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 e r f1 a c .d g n

WA FS ERFO 151-2101

A p r il

K

H a r r is o n

B e lg a r d

C h e c k e d b y

D e s ig n e d b y

VICINITY MAP

Cooper Ranch Road

Jct. HWY 101 and

MP 212.0

Sheet and Description

Section C Section D Section E Section F Section G

Typical Section Plan & Profile Drainage Erosion Control Temporary Traffic Control ALLOWANCE Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

A0060 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15702-1000 SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL LPSM ALL ALL

A0140 15702-2000 SOIL EROSION CONTROL, TURBIDITY MONITORING LPSM ALL

A0160 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 300 300

A0180 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 1,700 1,700

A0200 15706-0200 SOIL EROSION CONTROL, CHECK DAM EACH 8 8

A0220 20102-0000 CLEARING AND GRUBBING LPSM ALL ALL

A0240 20301-1900 REMOVAL OF PIPE CULVERT (36-inch culvert and corrugated metal spillway) EACH 1 1

A0260 20301-1900 REMOVAL OF PIPE CULVERT (48-inch culvert and corrugated metal spillway) EACH 1 1

A0280 20411-0000 SELECT BORROW (government furnished) TON 11,250 11,250

A0300 20411-0000 SELECT BORROW TON 550 550

A0320 20701-1000 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 2, TYPE E SQYD 700 700

A0340 20720-0100 REINFORCEMENT GEOSYNTHETIC, TYPE 1 SQYD 7,100 7,100

A0360 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3 CUYD 800 550 1,350

A0380 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 400 400

A0400 60201-2300 120-INCH PIPE CULVERT (government furnished) LPSM ALL ALL

A0420 60601-0000 SPILLWAY ASSEMBLY (government furnished) EACH 1 1

A0440 62201-0900 WHEEL LOADER, 2 CUBIC YARD MINIMUM RATED CAPACITY HOUR 8 8

A0460 62201-2050 ROLLER HOUR 8 8

A0480 62201-2750 MOTOR GRADER HOUR 20 20

A0500 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY WITH

THUMB ATTACHMENT HOUR 8 8

A0520 62201-3750 CHAIN SAW HOUR 4 4

A0540 62301-0000 GENERAL LABOR HOUR 20 20

A0560 62501-0000 TURF ESTABLISHMENT ACRE 0.6 0.6

A0580 62901-1100 ROLLED EROSION CONTROL PRODUCT, TYPE 4 SQYD 2,700 2,700

A0600 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 (8-ft width) EACH 4 4

A0620 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 72 72

-A pr -2

:4

A M c:

\m yf ile s\ pw

_p ro du ct io n\ d0 w a-fs

-e rf o- Es tim at e.

xl sx ]S he et

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

STATE PROJECT

B.1FS ERFO 151-2101WA

NUMBER

FDR 2922 REPAIR

100+00 TO 104+66

MAINLINE TYPICAL

1:

1.

TYPICAL SECTIONS

C.1

STATE PROJECT

NUMBER

SHEET

U

S I n t2

D c m y fi le s p w p r o d u c ti o n d w a e r f1 c a .d g n

WA FS ERFO 151-2101

A

A p r il

H a r r is

B e lg a

C h e c k e d b y

D e s ig n e d b y

4% crown

1:1.75

NO SCALE

FOOTNOTE:

NOTE:

Shoulder width varies to tie into existing roadway.

1.

6" compacted depth

Roadway aggregate, method 2, select borrow according to Section 204 and Subsection 704.07.

furnishWhen government furnished select borrow is exhausted

LC

Shldr

1'

Traveled way

18'

Shldr

1'

Profile grade

Finished grade at the rate 'e' as indicated on the plan curve data table.

Tie into existing superelevation. Superelevate roadway on curve

Select borrow

1:1.75

1:

1.

Shdr_Outside_Layer1_L

Slope_Stake_Cut_L

Shdr_EOP_Layer1_L

Pvmt_ETW_LayerTop_L

Slope_Stake_Fill

Shdr_EOP_LayerTop_L

Pvmt_ETW_Layer1_L

Shdr_Outside_Layer1_R

Pvmt_ETW_LayerTop_R

Shdr_EOP_Layer1_R

Pvmt_ETW_Layer1_R

Shdr_EOP_LayerTop_R

Pvmt_CL_LayerTop

Pvmt_CL_Layer1

Exterior Boundary

DETAIL

EMBANKMENT

NO SCALE

C.2

STATE PROJECT

NUMBER

SHEET

U

S I n t2

D c m y fi le s p w p r o d u c ti o n d w a e r f1 c b .d g n

WA FS ERFO 151-2101

A p r il

H a r r is

B e lg a

C h e c k e d b y

D e s ig n e d b y

NOTE:

Finished grade

1.

12'

20'

Elevation 127

Profile grade

Elevation 105

See Sheet E.9 for details

Riprap toe

Table 704-1.

select borrow according to Section 204 and Subsection 704.07, When government furnished select borrow is exhausted furnish

Existing ground

LC

20' Length at 1' vertical spacing

Reinforcement geosynthetic, type 1

3 Layers of

12' Length at 2' vertical spacing

Reinforcement geosynthetic, type 1

QUANTITIES

TABULATION OF

D.1

STATE PROJECT

NUMBER

SHEET

U

S I n t2

D c m y fi le s p w p r o d u c ti o n d w a e f1 fa .d g n

WA FS ERFO 151-2101

A p r il

H a r r is

B e lg a

C h e c k e d b y

D e s ig n e d b y

1 Estimated quantity to be used for information only

END PROJECT

P O T .0

P C .0 6 P

T

.0

P C

.1

SCALE IN FEET

12.5 5025

N

BEGIN PROJECT

Curve 1

Cu rv e

WA FS ERFO 151-2101

100+00

WA FS ERFO 151-2101

104+66

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 e f1 fb .d g n

WA FS ERFO 151-2101

A p r il

H a r r is

B e lg a

C h e c k e d b y

D e s ig n e d b

Road work project limits are based on culvert excavation access. Clearing limits follow the project limits.

Project limits not shown on plans extend along the approach road 30-ft RT and LT of centerline from Sta. 100+00 to 90+00.

PLAN VIEW

P O T .0

P C .0

P T

.0

P C

.1

P T

.1

0 1

15 2

Project limits

(See Note 2)

Line to be constructed

Placed riprap, class 3, energy dissapator, See E Sheets for quantities and details

Place riprap, class 3, riprap toe, see E Sheets for quantities and details

LEGEND:

Wooden Hub

Control Point

(See Note 2)

Project limits

CONTROL PT 11

Proposed edge of traveled way

Placed riprap, class 3, riprap end treatment.

See E Sheets for quantities and details

Install 120" culvert

Sta 102+61.12.

See E Sheets for quantities and details

Sta 102+72

Remove existing 48" culvert

CONTROL PT 10

(See Note 1)

Project Limits

Line to be constructede

Edge of existing roadway

CONTROL PT 14

Placed riprap, class 3, embankment protection.

See E Sheets for quantities and details

CONTROL PT 15

Remove existing

36" culvert Sta 102+19

Do not use existing

36" Culvert as temporary water diversion

CONTROL PT 9

2.

1.

Edge of failed slope

Land slide area

Edge of failed slope

N 4° 4' 2.

E

S ° 3

' 5

.3 E

BEGIN PROJECT

END PROJECT

140 140

165 165

190 190

215 215

240 240

265 265

290 290

315 315

340 340

100+00 101+25 105+00103+75102+50

65 65

V I

P V I

P V I

.0

0 1

.0

+2.4691

68' VC

.3

+0.1987%

+7.5

8%

219' VC

.9

+4.16 67%

67' VC

.4

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 e f1 fc .d g n

WA FS ERFO 151-2101

A p r il

H a r r is

B e lg a

C h e c k e d b y

D e s ig n e d b y

WA FS ERFO 151-2101

100+00

WA FS ERFO 151-2101

104+66

PROFILE

Remove existing 36" culvert

Install 120" culvert see E Sheets for details

Remove existing 48" culvert

Existing ground

Profile grade

Culvert excavation

A p r il

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 e f1 fd .d g n

STATE PROJECT

NUMBER

SHEET

WA FS ERFO 151-2101 D.4

P O T .0

P C .0

P T

.0

P C

.1

P T

.1

'-0

'-0

'-0

'-0

'-0

52'- 2"

66'-8"

'-0

'-0

'-0

CONTROL PT 11

FOUND WOOD HUB

Creek centerline

CONTROL PT 10

Project Limits

Line to be constructed

CONTROL PT 14

CREEK CENTERLINE

0 1

S

B e lg a r d

K

H a r r is o n

C h e c k e d b y

D e s ig n e d b y

Approach road

Sta. 90+00. See Table for details Project limits terminated at

PROJECT LIMITS

Landslide area

POINT

NUMBER NORTH EAST ELEVATION DESCRIPTION

9 10222.320 4741.600 203.400 PK Nail in tree root on top of bank

10 9996.890 5001.890 199.700 Wooden Hub & Tack

11 10123.630 4823.440 196.490 Rebar with cap (M2C)

14 10099.750 5142.030 211.600 Rebar with top sheared off by impact

15 9895.040 5019.850 182.400 Spike in Alder Tree

PROJECT : WA FS ERFO 151-2101

FOREST : OLYMPIC NATIONAL FOREST

DATE OF FIELD WORK : December 2015 DATE OF FINAL ADJUSTMENT : December 27, 2015

PROJECT UNITS : US SURVEY FOOT

COORDINATE SYSTEM : Assumed VERTICAL DATUM : Assumed

PROJECT COORDINATES

STATE PROJECT

FS ERFO 151-2101 D.5WA

C

M yF ile s\

Fi el d_ Fi le s\

W as hi ng to n\

_E R

FO

\F D

R

_R ep ai r\ [C on tr ol _P la n_

Sh ee t.

xl sx ]S he et

-M ar -2

:1

A

D es ig ne r

D

C he ck er

D es ig ne d by

C he ck ed b y:

NUMBER

SURVEY CONTROL

E.1

STATE PROJECT

NUMBER

SHEET

U

S I n t2

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

WA FS ERFO 151-2101

A p r il

H a r r is

B e lg a

C h e c k e d b y

D e s ig n e d b

Estimated quantity to be used for information only1

115 120

E.2

STATE PROJECT

NUMBER

SHEET

WA

D A

T E

P

A T

H

$ PLAN & PROFILE

CULVERT REPLACEMENT

FS ERFO 151-2101

K

H a r r is o n

C h e c k e d b

J

N e ig h o e s ig n e d b y

LC

SCALE IN FEET

20 0 20 40 60 80

OUTLETINLETPIPEHYDRAULIC INFORMATION

0 40 804080

LC

LENGTH: 120 ft

HEADWALL: RIPRAP

N

200 240200240280

SPAN: 10.0 ft RISE: 10.0 ft

Flow

Q : 14.1 CFS

Q : 33 CFS

centerline

New culvert

Existing ground

Proposed channel flowline

48" dia. culvert

Remove existing

NOTE:

Proposed roadway

Proposed roadway

Clearing limits

Creek

Q : 30 CFS BURIAL DEPTH: NA BURIAL DEPTH: NA

LOWER BEVEL HEIGHT: NA

BEVEL: NA

HEADWALL: NA

MATERIAL: Aluminized

WALL THICKNESS: 10 Ga

120160 120 160 280

Flow

36" dia. culvert

Remove existing

(See Sheet E.8 for details) energy dissipator

Placed riprap, class 3, Proposed road grade

(See Sheet E.8 for details) energy dissipator

Placed riprap, class 3, 1:

1.

(see Sheet E.7 for details) both side of pipe (typ.)

Place anchor assembly

20'

120'

Slope 2.66%

PIPE SLOPE: 0.0266 ft/ft SPILLWAY SLOPE: 0.6667 ft/ft

Culvert outlet

Sta. 102+61.12, 59.28 RT

Culvert inlet

Sta. 102+61.12, 60.67 LT

Spillway outlet elev. 101.74'

40'

Proposed flowline spacing 8' max.

Culvert inlet elev. 171.09'

Culvert outlet elev. 167.90'

(see Sheet E.6 for details) riprap end treatment

Placed riprap, class 3, (see Sheet E.6 for details) riprap end treatment

Placed riprap, class 3, TYPE: Round CSP 9946.79/4993.65/171.09'INV N/E/EL: INV N/E/EL: 10066.36/4984.10/167.90'

HW : 172.96 ft

HW : 172.87 ft

BEVEL: NA

LOWER BEVEL HEIGHT: NA

E.7 for details) spillway (See Sheet outside of buried

Finish grade along

Corrugated metal pillway outlet

Sta. 102+61.12, 148.21 RT

(See Sheet E.8 for details) embankment protection

Placed riprap, class 3, m et al s pi llw ay

0' C or ru ga te d

(See Sheet E.9 for details) embankment toe

Placed riprap, class 3, (See Sheet E.7 for details)

10' dia. half-pipe metal spillway assembly, Proposed corrugated pipe culvert

Proposed 120-inch dia.

Sta. 102+61.12

1.

and see D Sheets for quantities)

(See Sheet E.8 for details embankment toe

Placed riprap, class 3, spillway.

other components necessary to assemble and install the culvert and half-round segments with base angle footer. Contractor to provide all

The corrugated metal spillway pipe consists of 6 (20 foot long)

6 (20 foot long) segments, 5 annular bands, and 5 neoprene gaskets.

government furnished. The 120-inch diameter pipe culvert consists of

120-inch pipe culvert and half-round corrugated metal spillway are

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

E.3

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY STANDARD

STANDARD

p r il

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

FS ERFO 151-2101WAMETAL 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

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

4.

3.

2.

1.

NOTE:

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.

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

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

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

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

2ends rerolled with 2

" corrugations on rerolled pipe ends.2 1" x 3

STATE PROJECT

NUMBER

SHEET

E.4

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY STANDARD

STANDARD

p r il

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

FS ERFO 151-2101WA

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

NO SCALE

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 having rerolled end to form annular corrugations. A 10.5 inch band is acceptable on pipe rerolled with 3" x 1" pipe corrugations.

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

NOTE:

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

DRAFT: 10/2014

REVISED: 4/1994 6/2005

602-3

PIPE CULVERT BEDDING

METAL AND PLASTIC

> 54"

12" to 54"

6"

4"

48" and UP

UP to 48" 24" span or 36", STATE PROJECT

NUMBER

SHEET

E.5

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY STANDARD

STANDARD

p r il

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

FS ERFO 151-2101WA

LEGEND:

BEDDING DEPTH

MINIMUM SPACING

SPACING

or SPAN

DIAMETER

PIPE SIZE (H) DEPTH

NO SCALE

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

exceeding 6" compacted depth. Or lean concrete

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

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

Bedding material (uncompacted)

Impermeable backfill material.

Roadway embankment Roadway embankment

Natural ground

Toe plate Toe plate

Natural ground Natural ground

Roadway embankment

Roadway excavation

Natural ground

NOTE:

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

DETAILS

RIPRAP HEADWALL

1.5

E.6

STATE PROJECT

NUMBER

SHEET

A p r il

I n t_ ft m y fi le s p w p r o d u c ti o n d w a fs e r fo e f.

d g

WA FS ERFO 151-2101

H a r r is

B e lg a

C h e c k e d b y

D e s ig n e d b y

NOTE:

FRONT VIEW SIDE VIEW

2.

1.

Placed riprap, class 3

Placed riprap, class 3 embankment, beneath and at all sides of placed riprap.

Place earthwork geotextile between riprap and ground or

Contractor to field verify all invert elevations, prior to installation.

NO SCALE

" m in

R is e

W2

10' Span W2

R is e

Separation-stabilization geotextile, class 2, type E

RIPRAP INLET END TREATMENT

SPILLWAY ASSEMBLY

E.7

STATE PROJECT

NUMBER

SHEET

A p r il

I n t_ ft m y fi le s p w p r o d u c ti o n d w a fs e r fo e g .d g

H a r r is

B e lg a

C h e c k e d b y

D e s ig n e d b y

NO SCALE

ANCHOR PLATE

1" " thickness4

1Steel plate, "2 14 "2

R 1"

" slots2 1" x 1'16

1'-0"

PIPE ANCHOR ASSEMBLY

"8

Anchor plate

SPILLWAY ASSEMBLY

sides of pipe assembly, both

Pipe anchor

Pipe culvert pipe joint (typ.)

Half-round with angle base footer (gov. furnished)

10' diameter half-round corrugated steel pipe

Collar of 2" pipe or equal

NOTE:

8'-6"

3"

(two at each plate)

3/4" anchor bolt and nut spacing 8' max.

Finish grade steel pipe

"2 110' x 1 outlet and adjacent to spillway.

5. See sheet E.8 for riprap placement details at spillway

4. Approved alternate designs may be used.

3. Galvanize all items of anchor assembly after fabrication.

overlap before bolting.

" radius bead of approved caulking under each 16 3 by placing a manufactures requirements. Make all connections water tight

2. Connect half-round segments by overlapping and bolting per assembly.

all other components necessary for installation of the anchor long segments with angle base footer. Contractor to provide corrugated steel pipe. Half-round pipe consists of 6, 20 foot

1. Assembly spillway from government furnished half-round

Slope

E.8

STATE PROJECT

NUMBER

SHEET

A p r il

I n t_ ft m y fi le s p w p r o d u c ti o n d w a fs e r fo e h .d g

H a r r is

B e lg a

C h e c k e d b y

D e s ig n e d b y

SlopeSlope Slope

EMBANKMENT PROTECTION

ENERGY DISSIPATOR AND

RIPRAP

NO SCALE

Varies 20' to 40'

D

1.5

40'

10'

PLAN

EMBANKMENT PROTECTION

ENERGY DISSIPATOR AND

SECTION A-A

EMBANKMENT PROTECTION

ENERGY DISSIPATOR AND

SECTION C-C

RIPRAP EMBANKMENT PROTECTION

SECTION B-B

RIPRAP ENERGY DISSIPATOR

10'40'

Separation-stabilization geotextile, class 2, type E Separation-stabilization geotextile, class 2, type E

Riprap energy dissipator Riprap energy dissipatorRiprap embankment protection Riprap embankment protection

Corrugated metal spillway

Placed riprap, class 3 invert of spillway energy dissipator to drain to

Transition slope of riprap

Corrugated metal spillway

Placed riprap, class 3

Placed riprap, class 3

Sheet E.7 for details) and anchor assembly (see

Corrugated metal spillway

5' D 5'

AA

C

C

B

B

E.9

NUMBER

SHEET

A p r il

I n t_ ft m y fi le s p w p r o d u c ti o n d w a fs e r fo e i.

d g

H a r r is

B e lg a

C h e c k e d b y

D e s ig n e d b y

DETAILS

RIPRAP TOE

5 9 0 9

5 10

125 130 135

0 14

5 15

NO SCALE

Elev. 127.0

Elev. 105.0

TYPICAL SECTIONPLAN

NOTE:

energy dissipator details.

See Sheet E.8 for riprap embankment protection and riprap1.

Finish grade

Placed riprap, class 3

Place riprap toe outside the limits of riprap embankment and energy dissipator

Placed riprap, class 3

Elevation 105.0 Elevation 127.0

Centerline of spillway

Finish grade contour

F.1

NUMBER

SHEET

U

S I n t2

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

WA FS ERFO 151-2101

A p r il

K

H a r r is

N e ig h o

C h e c k e d b y

D e s ig n e d b y

QUANTITIES

1 Estimated quantity to be used for information only

CONTROL PLAN

PERMANENT EROSION

N

0 1

15 2

F.2

STATE PROJECT

NUMBER

SHEET

U

S I n t2

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

WA FS ERFO 151-2101

A p r il

H a r r is

N e ig h o

C h e c k e d b y

D e s ig n e d b y

LEGEND:

Direction of flow arrow

Existing Culvert

SCALE IN FEET

0 20 40 6020

NOTE:

3.

2.

1.

completed.

areas after slope shaping and finishing operations have been

Apply permanent slope protection on all bare soil and placed topsoil where construction activities have ceased.

Apply soil erosion control mulching w/in 14 days in exposed areas details.

See Sedimentation Wattle Detail drawings for location installation

Sediment wattle lines shown are for illustration only.

Clearing limits

Placed riprap

Finish Contour

See Sheet F.5 (typ.)

installation along ditch.

Check dam

See Sheet F.4 (typ.)

Fiber roll installation along slope

Fiber roll

Check dam

Product, Type 4

Rolled Erosion Control

See Sheet F.6 (typ.)

installation on slopes.

Rolled erosion control product, type 4

CONTROL PLAN

TEMPORARY EROSION

N

F.3

STATE PROJECT

NUMBER

SHEET

U

S I n t2

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

WA FS ERFO 151-2101

A p r il

H a r r is

N e ig h o

C h e c k e d b y

D e s ig n e d b y

130 1

200 2

15 2

SCALE IN FEET

0 20 40 6020

Ø embankment

Roadway embankment

Roadway

Temporary culvert backfill Subgrade

Natural ground

Bedding

TEMPORARY DIVERSION PIPE

SECTION

NOTE:

3.

2.

1.

LEGEND:

Check dam

Direction of flow arrow

Existing Contour

Existing Culvert

Silt fence

Temporary diversion pipe sandbags

Temporary barrier

Clearing limits (typ.)

Construct temporary barrier

1% minimum slope piping, 24" dia. minimum

Temporary diversion

Silt fence. See Sheet F.7 (typ.)

Edge of existing road

See Sheet F.5 (typ.)

installation along ditch.

Check dam

Fiber roll temporary diversion outlet

Provide energy dissipator at according to the contractor's staging method and sequence.

construction staging. Modify erosion control plan and devices

Plan presented on this Sheet is illustration for assumed construction for proper drainage.

Coordinate temporary access and temporary diversion piping where construction activities have ceased.

Apply soil erosion control mulching w/in 14 days in exposed areas

FIBER ROLL

(ft) (ft)

Spacing Slope

STAKES REQUIRED

1:1

1:2

1:3

1:4 or flatter

Fiber roll length for each roll

Stakes required

FIBER ROLL SPACING

NO SCALE

T I

M E

D A

T E

D G

N

U

S E

R

F.4

STATE PROJECT

NUMBER

SHEET

U

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

G N

WA FS ERFO 151-2101

A p r il

C h e c k e d b y

D e s ig n e d b y

Drive stakes at each end and at 4' spacing

Excavate trench 2"

3' min.

3' min. or

1" x 1" Wood stake

Fl ow

T o e o f fi ll s lo p e

ELEVATION

PLAN

Direction of runoff Fi ll slo pe disturbed areas

Runoff from as specified in plans

INSTALLATION BEYOND TOE OF SLOPE

INSTALLATION ALONG SLOPES

Step 2: Backfill soil against fiber rolls

FIBER ROLL STAKING DETAIL

PROPERLY STAKED AND ENTRENCHED FIBER ROLL

NOTE:

larger than fiber roll

Existing ground (typ.)

Existing ground

Fiber roll along contours.

Install fiber rolls

Flow direction soil to ground level

Backfilled and compacted

Slope t o

D ire c tio n o f R u n o ff

Flow

Slope uphill side of sediment wattle

Place excavated material on

Pay Lim its

Pay Lim its

" (m in.)

ove rlap

Wood stakes. See Note 3

1" x 1" or 1" Ø

3.

2.

1.

sp ac in g ch ar t

S ee F ib er R ol l

Stagger joints (typ.)

m in m in

2" min.

SLOPE PROTECTION INSTALLATION

ALTERNATE FIBER ROLL JOINT DETAIL

Fiber Roll

Fiber Roll

FIBER ROLL LAPPING DETAIL

fiber roll while staking.

fiber roll and space stakes at 4' max. Do not crush from fiber roll end angles towards the adjacent

Overlap fiber rolls 24" minimum. Drive stakes at 6" conditions.

Use drainage ditch installation only in low flow permanent installations.

roll while staking. Live stakes may be used for until fiber roll is secure to slope. Do not crush and install fiber rolls

Step 1: Excavate trench

Direction of runof f from distur bed area s

CHECK DAM

6''

(ft)

(ft)

12" (min.)

16" min

6%

5%

4%

3%

2%

GRADE

DITCH

6%

5%

4%

3%

2% on ditch grades steeper than 6%

* Do not use gravel bag check dams

GRAVEL BAG CHECK DAM

Gravel bag

(See Note 7)

CHECK DAM SPACING*

FIBER ROLL

(See Note 7)

CHECK DAM SPACING*

GRAVEL BAG

(See Note 7)

CHECK DAM SPACING

RIPRAP

CROSS SECTION

FLAT-BOTTOM DITCH

SPACING (max.)

CHECK DAM SPACING (max.)

CHECK DAM

SPACING (max.)

CHECK DAM

GRADE

DITCH

GRADE

DITCH

5%

4%

3%

2%

F.5

STATE PROJECT

NUMBER

SHEET

U

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

WA FS ERFO 151-2101

A p r il

C h e c k e d b y

D e s ig n e d b y

CHECK DAM DETAIL

6"

(ft)

12'' (typ.)

6'' min

6" min.

Trench 2" min.

12" (min.)

7.

6.

5.

4.

3.

2.

1.

Adjust check dam spacing based on site-specific conditions.

around the ends of the fiber roll.

Provide sufficient length to prevent water from flowing

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

Drive stakes into undisturbed soil of trench bottom 16" (min).

2' (max) spacing.

Drive stakes at each end of the fiber roll and at

Stake fiber rolls in place with 1⅛" x 1⅛" wood stakes.

Install check dams in ditches perpendicular to the flowline.

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

requirements of the check dam device.

may be used as approved by the CO, to meet the functional

Check dams of fiber rolls, riprap, or gravel bags

9" Ø min.

Fiber roll

Trench 2" min.

RIPRAP CHECK DAM

CROSS SECTION

PLAN

Flow

Flow

Se e

Not e

CROSS SECTION CROSS SECTION

V-DITCH

See Note 6 the ends to prevent flow around

Curve ends upstream similar for flat-bottom ditches.

Check dam installation details are

V-ditch design shown.

See Note 5

Flow Line

STAKING DETAIL

FIBER ROLL

uphill side of fiber roll

Place excavated material on

Placed riprap, class 1

Placed riprap, class 1 steeper than 5%.

log check dams on ditch grades sediment log. Do not use sediment

* Spacing calculated based on 9" Ø min

FIBER ROLL CHECK DAM

Flow

Placed riprap, class 1

9" min.

6"

6''

ROLLED EROSION CONTROL

PRODUCT ON SLOPES

F.6

STATE PROJECT

NUMBER

SHEET

U

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

G N

WA FS ERFO 151-2101

A p r il

C h e c k e d b y

D e s ig n e d b y

3'

FLOW

PERSPECTIVE VIEW

NOTE:

DETAIL A

ANCHOR TRENCH

AT TOP OF SLOPE

DETAIL B

ANCHOR TRENCH

AT TOE OF SLOPE

DETAIL C

SHINGLE SPLICE

2.

1.

6" x 6" trench

Staple

Erosion control blanket

Blanket edge

Staple (typ.)

Blanket ends

Staple

6" x 6" trench

Slope stake native soil

Compacted

Toe of slope

Compacted native soil blanket control

Erosion m ax c-c

" (m a x.)

c-c

' (m ax.)

c-c

(m ax c-c

4" (min.) edge overlap

S tap le sp acin g

S ee N ote 1

12" spacing

Staples, Pr ev ail in g wi nd

Se e

Not e

Staples, 12" spacing

6" m

in. overlap

Overlap in the direction of the prevailing wind.

Install staples according to the manufacturer's recommendations.

NO SCALE

See Detail A at top of slope.

Anchor trench

Shingle splice. See Detail C

See Detail B

Anchor trench at toe of slope.

Erosion control blanket

SILT FENCE

F.7

STATE PROJECT

NUMBER

SHEET

U

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

G N

WA FS ERFO 151-2101

A p r il

C h e c k e d b y

D e s ig n e d b y

PLAN

Fasten fabric to posts.

around each post one full turn.

Fold geotextile fabric

Staple or tie

POSTS AT JOINTS

Section A fabric

Geotextile

Section B

Geotextile fabricTop of posts tied together.

Posts driven tightly together.

Steel or wood posts

POST AND GEOTEXTILE INSTALLATION DETAIL

SILT FENCE INSTALLATION AT TOE OF FILL

4.

3.

2.

1.

Fi ll slo pe

Flow

T o e o f s lo p e

Flow

Flow

PLAN

ELEVATION

Varies

Varies fo r s p a c in g

S e e n o te

Limits of clearing

Support mesh

Backfilled and compacted soil

Steel or wood post

(undisturbed)

Existing ground

Geotextile

6 ft. (max.) spacing without fence support.

10 ft. (max.) spacing with fence support.

m in m in

6" min. trench min.

4"

END DETAIL

ELEVATION

Fi ll sl op e

See Note 3

PLAN

T o e o f s lo p e

Note 3See

Posts Detail

See End

End posts

See End Posts Detail

End posts

END POSTS DETAIL

PLAN

Geotextile fabric

Steel or wood post

Staple or tie

NOTE:

m in running around the ends.

Curve ends of silt fence upgrade to prevent water from as possible.

Install silt fence to follow the ground contours as closely does not slide down, supporting posts.

All types must ensure silt fence remains attached to, and manufacturer's recommendations for installation procedures.

as long as specified dimensions are satisfied. Follow

Alternate preassembled silt fence options will be allowed

G.1

STATE PROJECT

NUMBER

SHEET

U

S I n t2

D c m y fi le s p w p r o d u c ti o n d w a e f1 n a .d g n

WA FS ERFO 151-2101

A p r il

H a r r is

B e lg a

C h e c k e d b y

D e s ig n e d b y

1. See Sheet G.3 for Ref-2 sign.

R11-2

ROAD

CLOSED

TYPE 3 BARRICADE

8 FT

R=13/8"

TH=03/4"

IN=01/2"

BORDER

ROAD CLOSURE DETAIL

TRAFFIC CONTROL

TEMPORARY

NOTE:

NO SCALE

500 FT

CLOSED

ROAD

1000 FT

CLOSED

ROAD

W20-3

W20-3

ROAD

CLOSED

4'-0"

3" 4"C 3" 4"C 3" 4"B 3"

REF-2

4. Conform with the current M.U.T.C.D edition on all signing.

3. Sign colors are orange background with black legend and border.

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

1. Adjust location to match field conditions as approved by CO.

FDR 2922

AUG 01 - NOV 30

G.2

STATE PROJECT

NUMBER

SHEET

A p r il

U

S I n t2

D c m y fi le s p w p r o d u c ti o n d w a fs e r fo h b .d g

H a r r is

B e lg a

C h e c k e d b y

D e s ig n e d b y to front of barricade

Mount supplemental signs

F

T F

T

F

T

See detail this sheet Type 3 barricade

F D

R R e p a ir

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

Other Shapes ≤ 48" Diamond ≤ 36"

Other Shapes ≤ 12' Diamond ≤ 48"

STATE PROJECT

NUMBER

SHEET

G.3

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY STANDARD

STANDARD

A p r il

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

FS ERFO 151-2101WA

NO SCALE

"X"

WIDTH AREA

OF POSTS

NUMBER POST SIZE D HOLE SIZE

WOOD POST SELECTION TABLE

TEMPORARY TRAFFIC CONTROL

WOOD POSTS

SIGN INSTALLATION

200' m in m in

6' - 12'

" 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, NOTE:

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.

FR-2922

SCALE IN MILES

N

REF-2

CLOSED

ROAD

500 FT

CLOSED

ROAD

1000 FT

CLOSED

ROAD

500 FT

CLOSED

ROAD

1000 FT

W20-3

W20-3

FR - 2922

F R

PLAN

ROAD CLOSURE

TEMPORARY W20-3

W20-3

END PROJECT

FS ERFO 151-2101

104+66

BEGIN PROJECT

FS ERFO 151-2101

100+00

G.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 e f1 n d .d g n

WA FS ERFO 151-2101

A p r il

H a r r is

B e lg a

C h e c k e d b y

D e s ig n e d b y

Type 3 Barricade

Place "Road Closed" sign E.F Calawah Bridge

Type 3 Barricade

Place "Road Closed" sign

Waste Area