WAFSERFO2016(1)-23(2)_Plans.pdf

Chelan

Lake

Lake

Koochelus

BRITISH COLUMBIA

I D

A H

O

OREGON

UNITED STATES

CANADA

P

A C I F I C

O C

A E

N tS rait ofJuan deFuca

OC

LU

MBIA R

IV

ER

A

SN

KE

R

VERI

M

COLU B

I A

V R I

E R

Lakes

Banks

Lakes

Moses

Reservoir

Potholes

OLYMPIC

NATIONAL

PARK

MOUNT

RAINIER

N.P.

MOUNT

ST. HELENS

NAT'L VOLC.

MON.

NORTH

CASCADES

NATIONAL

PARK

BELLINGHAM

Forks

Aberdeen

Chehalis

Longview

OLYMPIA

TACOMA

SEATTLE

EVERETT

Wenatchee

Lake

Moses

SPOKANE

Pullman

Pasco

RICHLAND

Kennewick Walla Walla

ANGELES

PORT

Townsend

Port Vernon

Mt.

VANCOUVER

WASHINGTON KEY MAP

YAKIMA

u n d o S t e g u

P

SCALE IN MILES

0 25 5025

N

D O U G L A S

C H E L A N

K I T T I T A S

K I N G

P I E R C E

S N O H O M I S H

W H A T C O M

O K A N O G A N

G R A N T

F R A N K L I N

Seattle

Tacoma

L E W I S

H U R S T O N

P A C I F I C

W A H K I A K U M

G R A Y S

H A R B O R

M A S O N

J E F F E R S O N

C L A L L A M

Island

Vancouver

J U A N

S A N

Harbor

Oak

Bellingham

Bend

North

Easton

S T R A I T O F J U A N D E F U C A

C O W L I T Z

Y A K I M A

Ellensburg

Yakima

Richland

KelsoAstoria

Mt. Rainier

Park

National

Mount Vernon

Brewster

Chelan

Mazama

Twisp Okanogan

Rockport

See Sheet A.3 for Road Locations

MP 1.3

ROAD 5160

MP 0.5

ROAD 1382

MP 2.1

ROAD 5483

MP 5.5

ROAD 4010

MP 4.5

ROAD 4010

FEDERAL HIGHWAY ADMINISTRATION

U. S. DEPARTMENT OF TRANSPORTATION

e (max)

V

ADT (YR+20)

ADT (YEAR)

Project Location

APPROVED:

DATE

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

TYPE OF CONSTRUCTION:

DESIGN DESIGNATION:

SPECIFICATION:

INDEX TO SHEETS

PROJECT MANAGER

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

PLANS PREPARED BY

PLANS FOR PROPOSED PROJECT

Western Federal Lands Highway Division

Chief of Engineering, COMMITMENT TO EXCELLENCE

FEDERAL LANDS HIGHWAY

R

E N

O R

A I

N

N

ST F

R

I

D

D E P A

T

NTOFT A SP

T T

O

U

TE

ATESO

AM

E R

IC

A

M

WA FS ERFO 2016(1)-23(2)

PHASE 1

OKANOGAN-WENATCHEE 2016 REPAIRS,

WASHINGTON

YAKIMA, KITTITAS & OKANOGAN COUNTY

OKANOGAN-WENATCHEE NATIONAL FOREST

S. ELLIS

on Federal Highway Projects, FP-14

Construction of Roads and Bridges

Standard Specifications for

0.060

25 MPH

<400

<400

MP 2.0

ROAD 5008 200

MP 4.0

ROAD 4100 300

MP 0.99

ROAD 4330 600

I. TEMPORARY TRAFFIC CONTROL PLAN

H. DRAINAGE

E. EROSION CONTROL

D. PLAN-PROFILE

C. TYPICAL SECTION(S)

B. SUMMARIES

A. GENERAL INFORMATION

LENGTH 0.515 MILES

drainage, aggregate base and paving

Roadway/ditch repair, reinfoced soil slope, A.1

STATE PROJECT

NUMBER

SHEET

U

S S u r ft

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

WA FS ERFO 2016(1)-23(2)

P

M

A p r il

K

H a r r is o n

S

W it u c k i

C h e c k e d b y

D e s ig n e d b y

STANDARD DRAWINGS AND DETAILS

STANDARD DRAWINGS AND DETAILS

STRUCTURE

ROAD 5160 MP 1.3 REPAIRING DRAINAGE

TABULATION OF DRAINAGE QUANTITIES

STANDARD DRAWINGS

SURVEY CONTROL

ROAD 1382 MP 0.5

ROAD 5483 MP 2.1

ROAD 4010 MP 4.5

ROAD 4010 MP 5.5

ROAD 4330 600 MP 0.99

ROAD 4100 300 MP 4.0

ROAD 5008 200 MP 2.0

ROAD 5160 MP 1.3

TYPICAL SECTIONS

SUMMARY OF QUANTITIES

VICINITY MAP(S)

PLAN SYMBOLS AND ABBREVIATIONS

TITLE SHEET

I.1-4

H.4-7

H.2-3

H.1

E.1-3

D.9

D.8

D.7

D.6

D.5

D.4

D.3

D.2

D.1

C.1-4

B.1

A.3

A.2

A.1

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

M a r c h

U

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

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

A.2 FS ERFO 2016(1)-23(2) 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

SCALE IN MILES

SCALE IN MILES

Chelan

Lake

Lake

Koochelus

Lake

Rimrock

Campground

Indian Creek

VICINITY MAPS

SCALE IN MILES

0 25 5025

N

D O U G L A S

C H E L A N

K I T T I T A S

K I N G

P I E R C E

S N O H O M I S H

W H A T C O M

O K A N O G A N

G R A N T

F R A N K L I N L E W I S

Bend

North

Easton

Y A K I M A

Ellensburg

Yakima

Richland

Mt. Rainier

Park

National

Brewster

Chelan

Mazama

Twisp Okanogan

Rockport

MP 1.3

ROAD 5160

MP 0.5

ROAD 1382

MP 2.1

ROAD 5483

MP 5.5

ROAD 4010

MP 4.5

ROAD 4010

SCALE IN MILES

0 1 2 3

E ig h tm ile

R id g e

Mine

Montana

M e th o w

V a lle y

Lake

PearryginWINTHROP

SCALE IN MILES

0 1 2 3

RECREATION AREA

METHOW WILDLIFE

Twisp

Airport

Twisp

Lake

Cougar

SCALE IN MILES

0 2

NF 1382

SCALE IN MILES

0 12

Lost Lake Lake

Keechelus

Meadow

C re e k

SCALE IN MILES

0 1

N F 5480 N

F

INTERSTATE

INTERSTATE

O K A N O G A N

N A T I O N A L

F O R E S T

M e th o w

River

M c F a rl a n d

Cr ee k

Rd.

Gold Creek Rd.

S. Fork

MP 2.0

ROAD 5008 200

MP 4.0

ROAD 4100 300

MP 0.99

ROAD 4330 600

MP 1.3

Road 5160

Road 5160, MP 1.3

Road 4330 600, MP 0.99

Road 4010, MP 5.5

Road 4010, MP 4.5

MP 2.1

Road 5483

Road 5483, MP 2.1

MP 0.5

Road 1382

Road 1382, MP 0.5

Road 4330 600

MP 0.99

MP 2.0

Road 5008 200

Road 5008 200, MP 2.0

MP 4.0

Road 4100 300

Road 4100 300, MP 4.0

A.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 a c .d g n

WA FS ERFO 2016(1)-23(2)

A p r il

K

H a r r is o

W it ic k i

C h e c k e d b y

D e s ig n e d b y

E a s ts id e C h e w u c h

R

F

W

C h e w u c h

5008-200

5008-450

5008-100

Chewuch Rd.

Eastside

Bear Creek Rd.

Bear Creek Rd.

Eastside Rd.

Twisp-Winthrop

WINTHROP

4100-300

Finley Canyon Rd

Creek Rd

Beaver

Lower

Canyon Rd

Black

PATEROS

Co lu m bia

Lake

Alta

O K A N O G A N

N A T I O N A L

F O R E S T

MP 5.5

MP 4.5

Rd.

Lake

Lost

NF-355

NF-1308

Description

Road 5160 Road 5008 200

Road 4100 300 Road 4330 600 Road 4010

MP 5.5

Road 4010

MP 4.5 Road 5483 Road 1382 ALLOWANCE Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

A0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15701-0000 SOIL EROSION CONTROL LPSM ALL

A0140 20301-1900 REMOVAL OF PIPE CULVERT EACH 2 1 1 1 1 6

A0160 20401-0000 ROADWAY EXCAVATION CUYD 40 32 48 238 155 37 550

A0180 20420-0000 EMBANKMENT CONSTRUCTION CUYD 328 79 134 268 40 359 92 1,300

A0200 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 CUYD 5 5

A0220 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3 CUYD 25 15 15 19 6 80

A0240 25101-0400 PLACED RIPRAP, METHOD A, CLASS 4 CUYD 50 10 60

A0260 25701-0600 CONTRACTOR FURNISHED REINFORCED SOIL SLOPE

DESIGN LPSM ALL ALL

A0280 26102-0000 REINFORCED SOIL SLOPE LPSM ALL ALL

A0300 30201-1000 ROADWAY AGGREGATE, METHOD 1 CUYD 18 30 15 46 59 150 8 59 15 400

A0320 30302-1000 DITCH RECONDITIONING LNFT 140 220 20 380

A0340 40301-0200 ASPHALT CONCRETE PAVEMENT, TYPE 2 TON 24 1 25

A0360 60201-0800 24-INCH PIPE CULVERT LNFT 40 5 45

A0380 60201-1000 36-INCH PIPE CULVERT LNFT 60 60 60 10 190

A0400 60201-1200 48-INCH PIPE CULVERT LNFT 60 54 60 11 185

A0420 60704-0000 CLEANING CULVERT IN PLACE EACH 2 1 3

A0440 60711-0000 REPAIRING DRAINAGE STRUCTURE LPSM ALL ALL

A0460 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 80 80

A0480 62201-0700 BACKHOE LOADER, 1 CUBIC YARD MINIMUM

CAPACITY FRONTEND BUCKET, 10 CUBIC FOOT

MINIMUM CAPACITY BACKHOE BUCKET, 90 HP

MINIMUM FLYWHEEL HOUR 80 80

A0500 62301-0000 GENERAL LABOR HOUR 80 80

A0520 62511-2000 SEEDING, HYDRAULIC METHOD SQYD 56 288 235 125 218 1,531 249 160 88 2,950

A0540 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

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

-M ay -2

3:

P M c:

\m yf ile s\ pw

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

2_

Es tim at e-

.x ls x]

Sh ee t

STATE PROJECT

B.1FS ERFO 2016(1)-23(2)WA

SHEET

NUMBER

LC

Profile grade

Travel Way

1:3

4" compacted depth

Roadway aggregate, method 1, NO SCALE

TYPICAL SECTION

3" compacted depth

Asphalt concrete pavement, type 2

2% Crown

FOOTNOTE:

rate of 25:1 between widths.

Adjust to match existing road width as approved by CO. Taper at a plan and profile curve data.

Superelevate roadway on curves at the rate 'e' as indicated on the

Existing ground

18' min.

LC

Profile grade

1:3

4" compacted depth

Roadway aggregate, method 1, 22' min.

Travel Way

1:3

T y p

Existing ground

1'

Shldr.

1'

Shldr.

1:3

Variable

Variable Va ria ble

(Construction Limits)

ROAD 5160 - MP 1.3

(Construction Limits)

ROAD 5008 200 - MP 2.0

501+50 to 502+50

C.1

STATE PROJECT

NUMBER

SHEET

WA FS ERFO 2016(1)-23(2)

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 c a .d g n

K

H a r r is o n

S

W it u c k i

C h e c k e d b y

D e s ig n e d b y

5160+80 to 5161+40

2% Crown

[1]

[2]

[1]

[2]

[2]

[1]

[2]

[2]

T y p

Travel Way

1:3

4" compacted depth

Roadway aggregate, method 1, 1:3

Ditch

Reconditioning

Existing ground

FOOTNOTE:

rate of 25:1 between widths.

Adjust to match existing road width as approved by CO. Taper at a superelevation. Do not exceed 6% superelevation.

Superelevate roadway on curves to match the existing roadway

14' min.

LC

Profile grade

Travel Way

Ditch

Reconditioning

T y p

4" compacted depth

Roadway aggregate, method 1, 16' min.

Existing ground

1:31:3

Va ria ble

(Construction Limits)

ROAD 4100 300 - MP 4.0

100+40 to 101+20

(Construction Limits)

ROAD 4330 600 - MP 0.99

~220 LNFT

C.2

STATE PROJECT

NUMBER

SHEET

WA FS ERFO 2016(1)-23(2)

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 c a .d g n

K

H a r r is o n

S

W it u c k i

C h e c k e d b y

D e s ig n e d b y

2% Crown

2% Crown

[1]

[2]

[1]

[2]

[1]

LC

Profile grade

1:3

4" compacted depth

Roadway aggregate, method 1, Travel Way

1:3

Repair

T y p

Existing ground

18' min.

Va ria ble

(Construction Limits)

Ditch

ROAD 4010 - MP 5.5

~1,300 LNFT

2% Crown

LC

Profile grade

1:3

4" compacted depth

Roadway aggregate, method 1, 22' min.

Travel Way

1:3

T y p . Existing ground

V ar ia b le

(Construction Limits)

Reinforced soil slope

Contractor furnished

ROAD 4010 - MP 4.5

2% Crown

202+00 to 207+00

C.3

STATE PROJECT

NUMBER

SHEET

WA FS ERFO 2016(1)-23(2)

M a y

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 c a .d g n

K

H a r r is o n

S

W it u c k i

C h e c k e d b y

D e s ig n e d b y

FOOTNOTE:

rate of 25:1 between widths.

Adjust to match existing road width as approved by CO. Taper at a superelevation. Do not exceed 6% superelevation.

Superelevate roadway on curves to match the existing roadway [1]

[2]

[2]

[1]

[2]

[2]

[1]

[2

Travel Way

3:1

T y p

3:1

3" compacted depth

Roadway aggregate, method 1, 15' min.

Existing ground

FOOTNOTE:

rate of 25:1 between widths.

Adjust to match existing road width as approved by CO. Taper at a superelevation. Do not exceed 6% superelevation.

Superelevate roadway on curves to match the existing roadway

LC

Profile grade

T y p

Travel Way

1:3

3" compacted depth

Roadway aggregate, method 1, 1:3

Existing ground

14' min. 1'

Variable

Variable

(Construction Limits)

ROAD 5483 - MP 2.1

5485+00 to 5485+80

(Construction Limits)

ROAD 1382 - MP 0.5

~ 425 LNFT

2% Crown

2% Crown

C.4

STATE PROJECT

NUMBER

SHEET

WA FS ERFO 2016(1)-23(2)

a y

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 c a .d g n

K

H a r r is o n

S

W it u c k i

C h e c k e d b y

D e s ig n e d b y

[1]

[2]

[1]

[2]

[1]

[2]

P C

.3

,5

.2

+3.2

% +1.96 25%

60' VC

,5

.8

.2

GPS2

GPS CP

GPS

GPS1

D

Curve= CHEW-1

R= 1,800.00'

T= 29.12'

L= 58.24'

Line to be constructed

5160+80.00 5161+40.00

El=2506.84

E=1808194.018

N=632696.661

Profile grade

Existing ground

N

CUYD

EXC.

CUYD

EMB.

5162+005161+005160+00

2500 2500

2502 2502

2504 2504

2506 2506

2508 2508

2510 2510

2512 2512

2514 2514

El=2505.26

E=180875.392

N=632639.626

ROAD 5160 MP 1.3

BEGIN ROAD 5160 MP 1.3

END

Existing Roadway

(No Scale) pavement structure

See sheet C.1 for

Tie-in

CONNECTION DETAIL

MP 1.3

ROAD 5160

e= 1.0%

Sawcut

See Sheets H.2-3

5'x9' open arch

Repair drainage structure

5161+11

20 CUYD

FOR INFORMATION ONLY

#5 Bar

Concrete

1,560 LNFT

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 e f1 fa .d g n

WA FS ERFO 2016(1)-23(2)

A p r il

C h e c k e d b y

D e s ig n e d b

P T

.7

501+50.00

El=3881.02

E=1822906.353

N=541383.221

502+50.00

El=3881.15

E=1823001.823

N=541398.190

ROAD 5008 200 MP 2.0

BEGIN

CP

CP

CP

CP

CP

Line to be constructed

ROAD 5008 200 MP 2.0

END

N

CUYD

EXC.

CUYD

EMB.

502+00501+00

3870 3870

3872 3872

3874 3874

3876 3876

3878 3878

3880 3880

3882 3882

3884 3884

Profile grade

Existing ground

MP 2.0

ROAD 5008 200

Existing Roadway

(No Scale) pavement structure

See sheet C.1 for

Tie-in

CONNECTION DETAIL

Curve= COGCR-3

D

R= 80.00'

T= 40.49'

L= 74.97' e= 4.0%

Existing ground

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 2016(1)-23(2)

p r il

C h e c k e d b y

D e s ig n e d b y

I n s ta ll p ip e c u lv e r t

,8

.9

,8

.4

60' VC

,8

.1

+5.

30' VC

,8

.0

-5.6384%

100+40.00

El=3636.72

E=1853880.439

N=482724.178

101+20.00

ROAD 4100 300 MP 4.0

BEGIN

ROAD 4100 300 MP 4.0

END

CUYD

EXC.

CUYD

EMB.

102+00101+00100+00

3628 3628

3630 3630

3632 3632

3634 3634

3636 3636

3638 3638

3640 3640

3642 3642

Profile grade

CP

Curve= FINLEY-1

D

R= 15.00'

T= 12.05'

L= 20.31'

D

R= 150.00'

T= 14.75'

L= 29.40'

Curve= FINLEY-2

N

Existing ground

Existing Roadway

(No Scale) pavement structure

See sheet C.2 for

Tie-in

CONNECTION DETAIL

MP 4.0

ROAD 4100 300

El=3635.59

E=1853915.954

N=482667.214 e= 5.4%

Ditch reconditioning

Line to be constructed

FOOTNOTE:

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 2016(1)-23(2)

p r il

C h e c k e d b y

D e s ig n e d b y

I n s ta ll p ip e c u lv e r t

.9 culvert. Remove 10-feet of lower 18" culvert and plug.

There are 2 existing 18" pipe culverts. Remove top 18"[1]

PC 100+56.80

P T

.1

P C

.0

,6

.7

-3.4857%

,6

.0

+1.2633

20' VC 1

,6

.3

-1.8711%

20' VC

,6

.5

Existing Roadway pavement structure

See sheet C.2 for

Tie-in

CONNECTION DETAIL

NO SCALE

LEGEND:

N

MP 0.99

ROAD 4330 600

LC

CHANNEL EXCAVATION

Top of bank

Channel excavation

Existing stream channel

See Section 622

Install berm

Toe of slope

Install 36" pipe culvert

Remove existing pipe culvert

Ditch reconditioning

~220 LNFT

'5 7~

Existing ground

3'

2'

BERM DETAIL

Channel excavation

NOTE:

Adjust to fit field conditions.

1. Site not surveyed. Horizontal alignment is a representation.

FOOTNOTE:

[1]

Channel excavation quantity included in roadway excavation.[1]

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 e f1 fd .d g n

WA FS ERFO 2016(1)-23(2)

A p r il

C h e c k e d b y

D e s ig n e d b y

Existing ground

Existing Roadway pavement structure

See sheet C.3 for

Tie-in

CONNECTION DETAIL

NOTE:

NO SCALE

N

Clean existing 18" CMP

Clean existing 18" CMP

SEGMENT A

SEGMENT B

SEGMENT C

650 Feet

220 Feet

430 Feet

LEGEND:

SEGMENT A

SEGMENT B

SEGMENT C

roadway aggregate on reconstructed portion of road prism.

2. Restore road prism and ditch line to existing profile. Replace

Adjust to fit field conditions.

1. Site not surveyed. Horizontal alignment is a representation.

MP 5.5

ROAD 4010

Repair road prisim and ditch

D.5

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 fe .d g n

WA FS ERFO 2016(1)-23(2)

A p r il

C h e c k e d b y

D e s ig n e d b

05 28

2815 2815

02855

P C

.8

P T

.5

6 P C

.1

,7

.4

.4

,7

.4

140' VC

.6

,8

.2

4 + 7.

80' VC

,8

.7

El=2769.45

E=1824495.268

N=385272.822

CP

CP

N

Curve= BLACAN-2

D

R= 200.00'

T= 61.73'

L= 119.76'

Curve= BLACAN-3

D

R= 110.00'

T= 62.15'

L= 113.14'

El=2813.71

E=1824021.235

N=385366.668

Existing ground

Existing ground

CUYD

EXC.

CUYD

EMB.

2740 2790

2745 2795

2750 2800

2755 2805

2760 2810

2765 2815

2770 2820

2775 2825

MP 4.5

ROAD 4010

Existing Roadway

(No Scale) pavement structure

See sheet C.3 for

Tie-in

CONNECTION DETAIL

ROAD 4010 MP 4.5

BEGIN ROAD 4010 MP 4.5

END

Existing ground

LEGEND:

reinforced soil slope

Contractor furnished

Install 24" CMP install 36" CMP

Remove 18" CMP

202+00.00 207+00.00

207+50205+00202+50

Line to be constructed

Profile grade

Profile grade

Profile grade

D.6

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 ff .d g n

WA FS ERFO 2016(1)-23(2)

a y

C h e c k e d b y

D e s ig n e d b

FIR

X

FIR

FIR

P C

.6

P T

.4

.1

-2.4506%

,8

.6

+2.47 22%

50' VC

.8

5485+00.00

El=2861.02

E=1419670.310

N=720445.094

5485+80.00

El=2860.25

E=1419724.655

N=720503.711

Line to be constructed

CUYD

EXC.

CUYD

EMB.

2854 2854

2856 2856

2858 2858

2860 2860

2862 2862

2864 2864

2866 2866

2868 2868

CP

CP

CP

Curve= MEDCR-3

D

R= 200.00'

T= 9.41'

L= 18.81'

Profile grade

Existing ground

N

MP 2.1

ROAD 5483

Existing Roadway

(No Scale) pavement structure

See sheet C.4 for

Tie-in

CONNECTION DETAIL

ROAD 5483 MP 2.1

BEGIN

ROAD 5483 MP 2.1

END

e= 3.6%

I n s ta ll p ip e c u lv e r t

R e m o v e e x is ti n g c u lv e r t

CHANNEL EXCAVATION

LEGEND:

(No Scale)

[1]Channel Excavation

FOOTNOTE:

roadway excavation.

Channel excavation quantity included in [1]

Varies

D.7

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 fg .d g n

WA FS ERFO 2016(1)-23(2)

a y

C h e c k e d b y

D e s ig n e d b y

5485+00 5486+00

Existing Roadway pavement structure

See sheet C.4 for

Tie-in

CONNECTION DETAIL

NOTE:

NO SCALE

LEGEND:

N

MP 0.5

ROAD 1382

Repair roadway prisim where the inlet is currently located.

to match the embankment constructin and place ~3' above

2. When installing the 48" CMP, it will need to be extended

Adjust to fit field conditions.

1. Site not surveyed. Horizontal alignment is a representation.

~30

Install 48" pipe culvert

Remove existing culvert

Clean existing 36" CMP

See Section 622

Install berm

D.8

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 fh .d g n

WA FS ERFO 2016(1)-23(2)

A p r il

C h e c k e d b y

D e s ig n e d b y

2'

BERM DETAIL

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

1.

1 632812.880 1808241.740 2509.100 48°43'57.644931'N 120°08'16.634924"W 2453.3127 0.99988272 Aluminum Cap

2 623515.040 1808116.140 2502.460 48°42'25.915399'N 120°08'19.759952"W 2446.3774 0.99987836 Aluminum Cap

3 632663.190 1808162.920 2506.800 48°43'56.174989'N 120°08'17.830746"W 2451.0094 0.99988275 SPIKE

4 632665.340 1808196.770 2505.780 48°43'56.193186'N 120°08'17.325564"W 2449.9894 0.9998828 Hub & Tack

5 632755.930 1808092.190 2512.350 48°43'57.096342'N 120°08'18.873237"W 2456.5594 0.99988253 SPIKE

6 632621.830 1808341.210 2496.620 48°43'55.751000'N 120°08'15.177024"W 2440.8294 0.99988321 Hub & Tack

1 541295.740 1822774.390 3890.240 48°28'53.276367'N 120°04'53.208876"W 3832.8254 0.99977935 Aluminum Cap

2 541434.570 1823043.940 3885.520 48°28'54.620275'N 120°04'49.187956"W 3828.1251 0.99977962 Aluminum Cap

3 541384.880 1822924.080 3880.070 48°28'54.141525'N 120°04'50.974186"W 3822.6653 0.99977987 SPIKE

4 541398.760 1823026.090 3881.800 48°28'54.268641'N 120°04'49.458094"W 3824.4018 0.99977979 SPIKE

5 541255.860 1822912.840 3853.410 48°28'52.869495'N 120°04'51.159739"W 3795.9987 0.9997811 SPIKE

1 482837.960 1853974.990 3636.730 48°19'13.171994'N 119°57'20.022911"W 3577.3305 0.99977766 Aluminum Cap

2 482663.560 1854005.160 3633.010 48°19'11.447651'N 119°57'19.605967"W 3573.604 0.99977781 SPIKE

1 385176.120 1824505.100 2752.090 48°03'12.507753'N 120°04'50.186546"W 2691.7292 0.99981434 Rebar w/Aluminum cap

2 385337.630 1824505.940 2778.080 48°03'14.101533'N 120°04'50.150928"W 2717.7225 0.99981309 Rebar

3 385271.840 1823826.730 2838.420 48°03'13.517727'N 120°05'00.157905"W 2778.0953 0.99981021 Rebar w/Aluminum cap

1 720395.900 1419615.110 2862.020 48°58'16.278135'N 121°45'09.127552"W 2803.1028 0.99991958 Aluminum Cap

2 720586.350 1419804.940 2861.580 48°58'18.179400'N 121°45'06.316923"W 2802.6661 0.99991974 Aluminum Cap

3 720488.970 1419711.490 2859.930 48°58'17.207682'N 121°45'07.699905"W 2801.0128 0.99991975 SPIKE

4 720490.420 1419524.450 2866.780 48°58'17.199946'N 121°45'10.503059"W 2807.8562 0.99991942 SPIKE

Road 5483 MP 2.1

Road 5160 MP 1.3

Road 5008 200 MP 2.0

Road 4100 300 MP 4.0

Road 4010 MP 4.5

PROJECT :4010 Road MP 4.5

DATE OF FIELD WORK : 5/17/2016

PROJECT UNITS : US SURVEY FOOT

COORDINATE SYSTEM : Washington North SPCS NAD83(2011)

VERTICAL DATUM :Orthometric Elevations based on NAVD88 GEOID12b

To precisely check distances between points as measured on the ground, inverse the state plane coordinates and divide the computed distance by a mean combined factor of the two points.

C

M yF ile s\

Pr oj ec ts

\W as hi ng to n\

_r oa d\ [W

A

FS

E R

FO

6( 1)

-2 3(

2) _c on tr ol sh ee t.

xl sx

]S he et 7-

A pr

-2

1:

P

M Fo re st

S er vi ce

Fo re st S er vi ce

D es ig ne d by

C he ck ed b y:

STATE PROJECT

D.9

SHEET

NUMBER

FS ERFO 2016(1)-23(2)WA

SURVEY CONTROL

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.

Roadway embankment

Roadway embankment

Temporary culvert backfill

Subgrade

Bedding

Sandbags

Riprap lining Riprap lining backflow into natural channel

Use sandbags to prevent

Permanent natural channel

Earthwork limits 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

1.

2.

3.

4.

5.

FlowFlow

FlowFlow

Plastic liner when scheduled)

Silt fence (typ.

When specified replace the portion of the diversion channel through the roadway embankment with temporary culvert. Compact temporary culvert backfill using one of the methods listed in Subsection 204.11(a).

See Erosion Control Section for temporary culvert diameter, riprap class, channel dimensions and quantities.

Use plastic liner or riprap along the entire length and width of the temporary diversion channel.

Construct channel at a minimum grade of 0.5 percent.

Do not construct with longitudinal joints if using a plastic liner. Bury the upstream edge of the liner a minimum of

A

A

BB

GeotextileGeotextile

Flow

Natural ground and secure with sandbags (typ.)

157-5

STANDARD APPROVED FOR USE 6/2005

DRAFT: 3/2014

REVISED: 6/2007

DIVERSION CHANNELS

TEMPORARY

6" deep and secure with riprap or sandbags.

2'2'

Bury plastic liner 6" deep

2'2'

STATE PROJECT

NUMBER

SHEET

E.1

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS ERFO 2016(1)-23(2)WA

U S

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

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

NOTE:

with plastic liner or riprap

Temporary diversion channel

POST AND GEOTEXTILE INSTALLATION DETAIL

SILT FENCE INSTALLATION AT TOE OF FILL

Fi ll slo pe

T o e o f s lo p e

PLAN

ELEVATION

4.

3.

2.

1.

T o e o f s lo p e

Fi ll sl op e

ELEVATION

PLAN

PLAN

PLAN

END DETAIL

END POSTS DETAIL

POSTS AT JOINTS

Varies

Varies

Geotextile

Steel or wood post

Backfilled and compacted soil fo r s p a c in g

S e e N o te

Limits of clearing

(undisturbed)

Silt fence reinforcement

REVISED: 7/2016

DETAIL APPROVED FOR USE --/----

WESTERN FEDERAL LANDS HIGHWAY DIVISION

SILT FENCE

W157-1

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

E.2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS ERFO 2016(1)-23(2)WA

U S

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

NOTE:

Staple or tie

Section B

Geotextile fabric, Tie top of posts together driven tightly together.

Steel or wood posts

Steel or wood post

Staple or tie

Geotextile fabric

Fasten fabric to posts around each post one full turn.

Fold geotextile fabric See Note 3

End Posts Detail

End posts, see

End Posts Detail

End posts, see

See Note 3 fabric, Section A

Geotextile

Flow

Flow

Flow 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 m in m in m in

6-foot (max.) spacing without silt fence reinforcement.

10-foot (max.) spacing with silt fence reinforcement.

4" min.

6" min. trench

Spacing Slope

STAKES REQUIRED

1:1

1:2

1:3

1:4 or flatter for each roll

Stakes required

FIBER ROLL SPACING

Fiber roll length

Fl ow

T o e o f fi ll s lo p e

ELEVATION

PLAN

disturbed areas

Runoff from

INSTALLATION BEYOND TOE OF SLOPE

INSTALLATION ALONG SLOPES

FIBER ROLL STAKING DETAIL

PROPERLY STAKED AND ENTRENCHED FIBER ROLL

Existing ground (typ.)

Fiber roll

Flow direction

Slope

Direction of runof f from distur bed area s sp ac in g ch ar t

S ee F ib er R ol l

Fiber roll ff o n ur f o n oi t c er i

D along contours

Install fiber rolls

Fiber roll

Slope

Fi ll slo pe

Direction of runoff ground

Existing soil to match ground level

Backfilled and compacted

Flow larger than fiber roll wood stakes. See Note 2.

Pay lim its

Pay lim its

SLOPE PROTECTION INSTALLATION

ALTERNATE FIBER ROLL JOINT DETAIL

FIBER ROLL LAPPING DETAIL

on uphill side of fiber roll

Place excavated material Stagger joints (typ.)

2.

1.

permanent installations. Do not crush fiber roll while staking.

roll is secure to slope. Live stakes may be used for and install fiber rolls

Step 1: Excavate trench Step 2: Backfill soil against fiber rolls

DRAFT: 7/2016

REVISED:

DETAIL APPROVED FOR USE 10/2014

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FIBER ROLL

(FT)

(FT)

W157-21

2" (min.) Excavate trench 2"

1" x 1" or 1" Ø ove rlap

12" (m in.)

t o m in m in

1" x 1" Wood stake as specified in plans

3' min. or

3' (min.)

Drive stakes at each end and at 4-foot spacing until fiber fiber roll and space stakes at 4-foot max.

6-inches from fiber roll end angles towards the adjacent

Overlap fiber rolls 12-inch minimum. Drive stakes at

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

E.3

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS ERFO 2016(1)-23(2) WA

U S

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

NOTE:

10.4 x 16 20301 -1900

25101 -0200

25101 -0300

25101 -0400

30302 -1000

60201 -0800

60201 -1000

60201 -1200

60704 -0000

60711 -0000

Station

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

R

EM

O V A L

O F

PI

PE

C U

LV

ER

T

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

PL

A C

ED

R

IP

R A P, M

ET

H O

D A

C

LA

S S

D

IT

C H

R

EC

O N

D

IT

IO

N

IN

G

-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

LE

A N

IN

G

C U

LV

ER

T

IN

P

LA

C E

R

EP

A

IR

IN

G

D R A

IN

A G

E S

TR

U C

TU

R E

S K

EW

A N

G

LE

A llo w ab le P ip e

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

B

EV

EL

S

1V :n

H

B

EV

EL

S

1V :n

H

REMARKS

See below for numbered notes

FEET CUYD EACH CUYD CUYD CUYD LNFT LNFT LNFT LNFT EACH LPSM Lt Rt Road 5160

5161+11 4 250 25 ALL

Road 5008 200 501+95 5 50 60 10 Culvert washed out

Road 4100 300 100+62.98 7 750 2 15 140 60 10

Road 4330 600 2 50 1 15 220 60

Road 4010

MP 4.5 5 220 1 5 19 40 60

MP 5.5 2

Road 5483 5485+40.93 2 100 1 54 9

Road 1382 2 100 1 60 1

PROJECT TOTAL 1470 6 5 74 50 360 40 180 174 3 0

Allowable Pipe Material

NOTE: A Aluminum

1. Plastic pipe is not allowed when final installation is exposed. Furnish metal end sections for AS Aluminized steel all plastic pipe including those specified with bevels. See Std. 602-5 for acceptable cell class. C Concrete

GS Galvanized steel (blank) Any appropriate material

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES

c:

\m yf ile s\ pw _p ro du ct io n\ d0 w a-ef

2_ D ra in ag e.

xl sx

]S he et 2-

M ay

-2

9:

A

M S

W it uc ki 3/

D

C he ck er

/2

D es ig ne d by

C he ck ed b y:

STATE PROJECT

H.1

SHEET

NUMBER

FS ERFO 2016(1)-23(2)WA

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

SCALE IN FEET

5 0 5 10 15 20

OUTLETINLETPIPEHYDRAULIC INFORMATION

0 10 20 30 4010203040

LC

LENGTH: 40 ft

PIPE SLOPE: 0.052 ft/ft

HEADWALL: RIPRAP

FLOWLINE SLOPE: 0.052 ft/ft

N

Slope 5.2%

Existing groundProposed channel flowline

Proposed channel flowline

Roadway

Roadway

Flow

2510 2510

2520 2520

HEADWALL: RIPRAP

FOOTNOTE:

50 60506070

H.2

STATE PROJECT

NUMBER

SHEET

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

WA FS ERFO 2016(1)-23(2)

A p r il

W it u c k i

J

N e ig h o r

C h e c k e d b y

D e s ig n e d b y riprap end treatment

Placed riprap, method A, class 3, riprap end treatment

Placed riprap, method A, class 3, 40'-0"

Flo w geotextile, class 1 type c

Separation - stabilization geotextile, class 1 type c

Separation - stabilization re-set on new concrete footings Remove existing culvert to be

5161centerline

Culvert

20.55 RT

Sta. 5161+07.22, Sta. 5161+14.05, 18.85 LT

LOWER BEVEL HEIGHT: NA LOWER BEVEL HEIGHT: NA

BEVEL: NA BEVEL: NA

TYPE: Exist. Struct. Plate Box SPAN: 9.6 ft RISE: 4.1 ft

MATERIAL: Re-set existing culvert

Q : 9.0 CFS

streambed material

Backfill with conserved

Flowline elev. 2499.03

Top of footing elev. 2499.36

Flowline elev. 2496.94

Top of footing elev. 2497.27

FOOTING TOP ELEV. : 2497.27FOOTING TOP ELEV. : 2499.36

INV N/E: 632658.92/1808203.49INV N/E: 632677.79/1808168.21

Q : 38.8 CFS

Q : 46.3 CFS

HW : 2500.56 ft

HW : 2500.39 ft concrete footing

Construct slotted 1 concrete footing

Construct slotted 1

F S

R

STRUCTURE

REPAIRING DRAINAGE

ROAD 5160 M.P. 1.3

See Sheet H.3 for riprap end treatment and footing details.

arch culvert on new concrete footings

Remove and re-set existing open-bottom

Sta. 5161+10.71 riprap end treatment

Placed riprap, method A, class 3, riprap end treatment

Placed riprap, method A, class 3, ip r a p e n d t r e a tm e n t

C u lv e r t r is e

3'Culvert Width3'

NO SCALE

NOTE:

H.3

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 e f1 h c .d g

WA FS ERFO 2016(1)-23(2)

C h e c k e d b y

D e s ig n e d b y bottom per plan

Stream channel crown

Box material streambed

Conserved bottom per plan

Stream channel crown

Box

Bottom of box

Top of footing

FRONT VIEW SECTION A-A

A

A material

Streambed

Bottom of footing

' m in

Culvert reinforcing rib

Inside of box culvert

Slotted concrete footing reinforcing ribs

Adjust width to accomodate

4" height x 8" to 10" width

Slot size

#5 bars @ 12" spacing

2"

10 - #5 bars

Slotted concrete footing

Non-shrink grout

2'-0"

RIPRAP END TREATMENT

SLOTTED CONCRETE FOOTING

from the box culvert plate and receiving bracket Remove existing footing geotextile, class 1, type C Separation - stabilization

Placed riprap, method A, class 3 class 3 Placed riprap, method A, material along edges to form banks culvert by placinge courser/larger

Form low flow channel inside minimum 28-day compressive strength.

Provide concrete with a 4,000 pounds per square inch 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.

3.

2.

1.

DETAILS

DRAINAGE STRUCTURE

ROAD 5160 M.P. 1.3

4" crushed aggregate

4" crushed aggregate

1.

2.

3.

4.

METAL ROUND PIPE CULVERT

METAL PIPE ARCH CULVERT

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

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

STEEL ALUMINUM

EQUI-

VALENT

DIAMETER

MINIMUM

CORNER

RADIUS

MINIMUM

COVERSPAN x RISE

PIPE ARCH

SIZE

PIPE ARCH

SIZE

SPAN x RISE

EQUI-

VALENT

DIAMETER

MINIMUM

CORNER

RADIUS

MINIMUM

COVER

MINIMUM

COVERDIAMETER

PIPE

SIZE

PIPE

SIZE

DIAMETER

MINIMUM

COVER

ALUMINUMSTEEL

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

special analysis by the CO.

The fill heights in the table are for helical lockseam and welded seam pipe only.

Fill heights for culvert pipe with annular corrugations are more restrictive than those of helical lockseam and welded seam pipe.

Obtain approval before furnishing annular corrugation pipe.

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

602-1

STANDARD APPROVED FOR USE 12/1993

REVISED: 4/1994 6/2005

METAL PIPE CULVERT

Fill heights exceeding 100 feet require

" CORRUGATIONS2

1" x 3

22 3" x 1" CORRUGATIONS

METAL THICKNESS (INCH/GAGE)

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

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

" CORRUGATIONS2

1" x 3

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

METAL THICKNESS (INCH/GAGE)

0.064/160.079/140.109/120.138/10 0.168/8 0.064/160.079/140.109/120.138/10 0.168/8 0.064/160.079/140.109/120.138/10 0.168/8

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)INCHES

INCHES

INCHES

142 x 91

137 x 87

128 x 83

117 x 79

112 x 75

103 x 71

95 x 67

87 x 63

83 x 57

81 x 59

77 x 52

73 x 55

71 x 47

66 x 51

64 x 43

60 x 46

57 x 38

49 x 33

42 x 29

35 x 24

28 x 20

24 x 18

21 x 15

17 x 13

INCHES

INCHES

3.5

INCHES

" CORRUGATIONS2

1" x 3

22 3" x 1" CORRUGATIONS

METAL THICKNESS (INCH/GAGE)

5" x 1" CORRUGATIONS

0.064/160.079/140.109/120.138/10 0.168/8 0.079/140.109/120.138/10 0.168/8 0.079/14

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)

0.109/120.138/10 0.168/8

INCHES INCHES INCHES

103 x 71

95 x 67

87 x 63

81 x 59

73 x 55

66 x 51

64 x 43

60 x 46

57 x 38

49 x 33

42 x 29

35 x 24

28 x 20

24 x 18

21 x 15

17 x 13

INCHES

3.5

" CORRUGATIONS2

1" x 3

METAL THICKNESS (INCH/GAGE)

3" x 1" CORRUGATIONS

0.135/100.105/120.075/14

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)

0.060/160.135/100.105/120.075/140.060/16

STATE PROJECT

NUMBER

SHEET

H.4

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS ERFO 2016(1)-23(2) WA

U S

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

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

1.

2.

SMOOTH SLEEVE BAND FLAT BAND

SEMI-CORRUGATED BAND

HELICAL BANDANNULAR BANDSTANDARD BAND CONNECTIONS

SLEEVE JOINT

SIDE VIEW SIDE VIEW SIDE VIEW

END VIEW

END VIEWEND VIEW

Oval Lug

Band Angle

Bar & Strap

Integral Flange Wedge and Strap

Smoother sleeve with center stop.

Stab type joint

ROUND PIPE

DIAMETER

PIPE ARCH

SPAN × RISE

CORRUGATION

W

Band Band

Band Bolts

Pipe

Band

Bolts

Angle

Pipe

BandBand

Bolts

Pipe heel and toe of angle of corrugation at fillet weld at crest

Rivet, spot weld, or

Angle

Wedge

Watertight pipe joints are not required unless specified in the Special Contract Requirements.

Other types of coupling bands or fastening devices that comply with the joint performance criteria of AASHTO Standard specifications for

Highway Bridges, Division II Section 26 may be used.

of corrugation at heel and toe of angle

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

Bolt, bar and

[1] Fabricate annular, helical and semi-corrugated type coupling bands from the same metal as

[2] For helically corrugated pipe with rerolled ends, the nominal corrugations size refers to the dimension of the end corrugation in the pipe.

COUPLING BANDS FOR METAL PIPE CULVERT [1]

[3] Use annular corrugated bands with pipes having annular corrugations or with helical pipe the connecting pipe. Provide coupling bands not more than 3 nominal sheet thicknesses

ANNULAR

CORRUGATED

HELICALLY

CORRUGATED

BANDS [4]

SEMI-

CORRUGATEDSIZE [2]

BANDS [3] BANDS [5]

Band corrugation in pipe end with second annular around band meshes

Continuous corrugation

W

BoltsBand

WW

602-2

STANDARD APPROVED FOR USE 12/1993

REVISED: 4/1994 6/2005

MINIMUM BAND WIDTH (INCHES)

1 × 2

1 × 3

3 × 1

5 × 1 78 to 144

36 to 72

78 to 144

36 to 72

78 to 84

42 to 72

12 to 36

87 × 64 to 142 × 91

60 × 46 to 81 × 59

87 × 64 to 142 × 91

60 × 46 to 81 × 59

49 × 33 to 83 × 57

17 × 13 to 42 × 29

10.5

10.5

10.5

10.5

10.5

10.5

10.5

INCHESINCHESINCHES

rerolled with 3" × 1" pipe corrugations.

COUPLING BAND

METAL PIPE CULVERT

having rerolled end to form annular corrugations. A 10.5 inch band is acceptable on

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

2pipe ends rerolled with 2 steel or 0.048 inch for aluminum. Fasten coupling bands with the following diameter of bolt:

thinner than the thickness of the pipe to be connected, and no thinner than 0.052 inch for or 0.036 inch for aluminum, or a plastic with an equivalent strength to metal.

Use a matching metal having a nominal thickness of not less than 0.040 inch for steel, Smooth sleeve-type couplers and flat bands may be used for pipe diameters of 12" or less.

"2 1" × 3

2The minimum band widths shown for 3" × 1" and 5" × 1" corrugated sizes apply to 2 corrugations on rerolled pipe ends.

diameter, required above 42" diameter

Second angle connection optional to 42" diameter, required above 42" diameter

Second angle connection optional to 42"

STATE PROJECT

NUMBER

SHEET

H.5

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS ERFO 2016(1)-23(2) WA

U S

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

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

NOTE:

underdrain [6]

[4] Use helical corrugated bands with pipes having helically corrugated ends.

[5]

[6]

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

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

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

H equals the diameter of all round pipe culverts or the rise dimension of all pipe arch culverts.

See Section 704 for bedding and backfill requirements.

1.

2.

3.

Construct piping plug of impermeable backfill material at the pipe culvert inlet where granular material is used for backfill. Width may be adjusted to tie into impervious material.

MULTIPLE PIPE INSTALLATION

PIPING PLUG

BELOW NATURAL GROUND OR

TRENCH EXCAVATION IN EMBANKMENT

ON UNSTABLE MATERIAL

ABOVE AND BELOW

NATURAL GROUND

ON NATURAL GROUND

ABOVE NATURAL GROUND

ON UNYIELDING MATERIAL

PIPE BEDDING

ELEVATION

SECTION A-A

LEGEND:

Bedding material (uncompacted)

Impermeable backfill material.

BEDDING DEPTH

MINIMUM SPACING

SPACING

DIAMETER

or SPAN

PIPE SIZE (H) DEPTH

Roadway embankment Roadway embankment

Natural ground

Toe plate Toe plate

Natural ground Natural ground

Roadway embankment

Roadway excavation

Natural ground

H

Width

H H

H H

H H

H H

H

H

H

H

Finished subgrade Finished subgrade

Natural ground

Finished subgrade

Pipe culvert

Embankment slope

High water elevation treatment

Culvert end

Piping plug before trench excavation embankment height

Finished subgrade or

Original natural ground surface

A

A

Finished subgrade

Roadway embankment

Roadway embankment

Finished subgrade trench excavations

Embankment material placed in layers

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

depth table

See bedding excavation in trench

HH

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

Remove unyielding material fill material properly compacted with approved granular foundation firm bearing soil and replace

Remove unstable material to

Bedding

Bedding

Bedding

Bedding

H

Half diameter or whichever is less

(see table)

Minimum spacing or Span

Diameter or Span

Diameter section

Metal endMetal end section

602-3

STANDARD APPROVED FOR USE 12/1993

DRAFT: 10/2014

REVISED: 4/1994 6/2005

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

exceeding 6" compacted depth. Or lean concrete

> 54"

12" to 54"

6"

4"

18" (min.)

6" in uncompacted depth.

* Reduce to 18" for

UP to 48"

48" and UP

24" span or 36", PIPE CULVERT BEDDING

METAL AND PLASTIC

2'-0" ±

1'-0" ±

18" ±

18" ±18"±

(min.)

6"

(min.)

6"

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

"/foot of cover,2 minimum

1'-0"

STATE PROJECT

NUMBER

SHEET

H.6

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS ERFO 2016(1)-23(2) WA

U S

C c m y fi le s p w p r o d u c ti o n d w a e f1 h f.

d g n e b r u a r y

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

NOTE:

2H or 12' (max.)

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

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

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

QUANTITY

RIPRAP

ESTIMATED

CLASS

RIPAP

QUANTITY

GEOTEXTILE

ESTIMATED

SECTION

END

WITH

SECTION

END

WITHOUT

D

SIZE

CULVERT

QUANTITY

RIPRAP

ESTIMATED

CLASS

RIPAP

QUANTITY

GEOTEXTILE

ESTIMATED

SECTION

END

WITH

SECTION

END

WITHOUT

D

SIZE

CULVERT

NO SCALE

FOR INFORMATION ONLY

PROTECTIVE APRON DIMENSIONS AND QUANTITIES

OUTLET WITHOUT DITCH

FOR INFORMATION ONLY

PROTECTIVE APRON DIMENSIONS AND QUANTITIES

OUTLET WITH DITCH

Variable slopeVariable slope

D

4D m in

H m in

H

D

H ditch slope

Match existing ditch slope

Match existing

D or Span

Dia.

or Span

Dia.

or Span

Dia.

or Span

Dia.

L

LENGTH

APRON

H

DEPTH

APRON

L

LENGTH

APRON

H

DEPTH

APRON

REVISED: 8/2016

DETAIL APPROVED FOR USE --/----

WESTERN FEDERAL LANDS HIGHWAY DIVISION

(INCHES) (FEET) (CUYD) (SQYD)

(INCHES) (FEET) (CUYD) (SQYD)

CULVERT OUTLETS

PLACED RIPRAP AT

W251-1

2' (min.)

2' (min.)

(INCHES)

(INCHES)

14.5

12.5

49.8

38.7

18.5

13.2

5.2

3.2

1.7

44.4

34.0

15.6

10.8

3.9

2.2

1.0

14.5

12.5

38.5

29.8

15.1

10.7

4.4

2.7

1.3

35.6

27.2

13.3

9.3

3.6

2.0

0.9

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

H.7

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS ERFO 2016(1)-23(2) WA

U S

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

3.

2.

1.

SECTION A-A SECTION B-B

SECTION C-C SECTION D-D SECTION E-E

PROTECTIVE APRON AT CULVERT OUTLET WITH DITCH

PROTECTIVE APRON AT CULVERT OUTLET WITHOUT DITCH

END SECTION

CULVERT WITH STANDARD

PLAN VIEW

END SECTION

CULVERT WITHOUT STANDARD

PLAN VIEW

END SECTION

CULVERT WITH STANDARD

PLAN VIEW

END SECTION

CULVERT WITHOUT STANDARD

PLAN VIEW

NOTE:

A

1 1

A B B

C C DD

E

E

E

E b o tt o m w id th b o tt o m w id th for payment.

Do not measure riprap placement excavation

Furnish separation and stabilization geotextile.

less than 10%.

Use for aprons serving culverts with slopes or flatter

Sloped 1V:2H

Original ground

Geotextile m in

H

L

D it c h

D ground

Original

Geotextile Flowline m in

D

Geotextile m in

D m in

D ground

Original

Geotextile

D it c h

D

L ground

Original

Geotextile m in

H Original ground

L L

G20-2

G20-2

G20-2

G20-1

See Note 11

G20-1

See Note 11

M in o r R o a d

M a jo r R o a d

W20-1

See Note 10

W20-1

See Note 10

W20-1 over

W16-8P

See Note 9

W20-1 over

W16-8P

See Note 9

W20-1

Ro ad N am e

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

ROAD WORK

END

WORK

ROAD

AHEAD

ROAD WORK

END

ROAD WORK

END

ROAD WORK

END

WORK

ROAD

AHEAD

WORK

ROAD

AHEAD

W20-1

See Note 10

W20-1

See Note 10

G20-2

Erect all project advance warning signs before starting construction work.

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

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

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

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

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

NCHRP-350 or MASH for crashworthiness.

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

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

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

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

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

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

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

Expressway / Freeway

A

B

C

(S ee S ig n

Sp ac in g

Ta bl e)

ADVANCE

W

ARNI

NG

AREA

C

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

W13-1P

(optional)

W13-1P

(optional) xx

MPH

xx

MPH

STANDARD APPROVED FOR USE 6/2005

DRAFT: 6/2014

REVISED:

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

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

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

635-1

ADVANCE SIGNING

TEMPORARY TRAFFIC CONTROL

STATE PROJECT

NUMBER

SHEET

I.1

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS ERFO 2016(1)-23(2)WA

B o r d e r .U

S c m y fi le s p w p r o d u c ti o n d F L

H C e ll s .d g n li b

F e b r u a r y

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

PROCEED

WHEN

CLEAR

NO SCALE

PROCEED

WHEN

CLEAR

PROCEED

WHEN

CLEAR

Traffic flow

Traffic flow

R1-1

See Note 4

G20-2

W3-1

(optional)

W1-4

Special sign

R1-1

Special sign

Spacing Table)

(See Length and

8.

7.

6.

5.

4.

3.

2.

1.

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

Use the "STOP AHEAD" (W3-1) sign when approach speeds exceed

Section 3B.16 of the MUTCD.

If the roadway surface is paved, install stop lines that comply with

Requirements, Section 156.

For project specific minimum width, refer to Special Contract

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

If closure is completely within the project limits, eliminate the "ROAD conditions as approved by the CO.

Final location and spacing of signs and devices may be changed to fit field

Place devices similar to those depicted for the opposite direction of travel.

Advance warning area signs are shown for one direction of travel only.

sufficient visibility of approaching vehicles.

approaching vehicular traffic through and beyond the work site and have

Use this layout only if road users from both directions are able to see in the buffer space.

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

STOP

STOP

See Note 4

W20-1 W20-4

(optional)

W13-1P

See Note 7

(optional)

W16-2P

WORK SPACE

(optional) (optional)

LENGTH

BUFFER SPACE

NOTE:

reflective white background

Black lettering on

SPECIAL SIGN

Expressway / Freeway

WORK

ROAD

AHEAD

ONE LANE

ROAD

AHEAD

xx

MPH

ROAD WORK

END

xxx

FEET

ABC

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

BUFFER SPACETAPER AREA

Device spacing

BUFFER SPACE TAPER AREA A

See Note 6

STOP LINE

light (optional)

Type B warning to provide access to work space downstream taper if necessary

Reduce or eliminate drums in

Channelizing devicesSee Note 6

STOP LINE

635-8

STANDARD APPROVED FOR USE 6/2005

DRAFT: 8/2013

REVISED:

(WITH STOP SIGN)

SINGLE LANE CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

MPH FEET

SPACING IN 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 MPH.

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

" Black border2

165' - 230'

See Note 5

10' min.

15'

D

D

D

STATE PROJECT

NUMBER

SHEET

I.2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS ERFO 2016(1)-23(2) WA

U S

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

F e b r u a r y

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

24"

R

STANDARD APPROVED FOR USE 6/2005

DRAFT: 6/2015

REVISED:

635-13

(WITH TEMPORARY BARRIER)

SINGLE…