Mt_Baker_Plan_Preliminary.pdf

FEDERAL HIGHWAY ADMINISTRATION

U. S. DEPARTMENT OF TRANSPORTATION

Project Location

APPROVED:

DATE

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

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, 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

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 on Federal Highway Projects, FP-14

Construction of Roads and Bridges

Standard Specifications for

WA FS ERFO 2016(1)-20(1)

MT. BAKER EMERGENCY REPAIRS 2016

N

SCALE IN MILES

0 5 105

MP 2.27

FSR 39

MP 6.7

FSR 31

MP 4.1

FSR 1130

MP 5.01

FSR 39

MP 0.1

FSR 1144

MP 25.8

FSR 11

MP 1.7

FSR 1050

Lake

Samish

Bay

Bellingham

Bellingham

Samish

Shannon Lake

Lake Baker

Lakes Twin

SKAGIT CO.

WHATCOM CO.

MT. BAKER

NATIONAL

FOREST

Samish

Bay

Lake Whatcom

Lake WiserNoo ks ac k River S U M A S

M O U N T A I N

MT. BAKER

e (max)

V

ADT (2038)

ADT (2018)

F. TEMPORARY TRAFFIC CONTROL

E. DRAINAGE

D. EROSION CONTROL

AND PROFILE(S)

C. TYPICAL SECTION(S), QUANTITIES, PLAN(S)

B. SUMMARIES

A. GENERAL INFORMATION

B. CHON

LENGTH 0.24 MILES

AREA

RECREATIONAL

N A T I O N A L

M T . B A K E R

TYPE OF CONSTRUCTION:

drainage, MSE walls and rock embankment

Grading, aggregate, asphalt paving, N/A

20 MPH

A.1

STATE PROJECT

NUMBER

SHEET

S u r F t

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)-20(1)

A

M

S e p te m b e r

K

H a r r is o n

R

M e a d o w s

C h e c k e d b y

D e s ig n e d b y

WASHINGTON

WHATCOM COUNTY AND SKAGIT COUNTY

MT. BAKER-SNOQUALMIE NATIONAL FOREST

F.2-6

F.1

E.8

E.7

E.2-6

E.1

D.2-4

D.1

C.18-19

C.16-17

C.13-15

C.12

C.9-11

C.6-8

C.1-5

B.1-2

A.3

A.2

A.1

STANDARD DRAWINGS

TEMPORARY TRAFFIC CONTROL QUANTITIES

FSR 1050 MP 1.7

RIPRAP HEADWALL DETAILS

STANDARD DRAWINGS

TABULATION OF DRAINAGE QUANTITIES

STANDARD DETAILS

CULVERT EROSION CONTROL TREATMENT

FSR 11 MP 25.8

FSR 1050 MP 1.7

FSR 1144 MP 4.1 & FSR 1130 MP 0.1

FSR 39 MP 5.01

FSR 39 MP 2.27

FSR 3140 MP 0.5

FSR 31 MP 6.7

SUMMARY OF QUANTITIES

VICINITY MAPS

PLAN SYMBOLS AND ABBREVIATIONS

TITLE SHEET

PRELIM

IN

ARY -

NOT FOR C

ONSTRUCTIO

N

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 e p te m b e r

U

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)-20(1)ID

BH

CP GPS

JH

TP

DI

36 31

6 1

36 31

6 1

SEC.

SEC.

EL. 1234.56

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

N

Fiber Roll or Wattle

PRELIM

IN

ARY -

NOT FOR C

SCALE IN MILES

0 5 105

MP 2.27

FSR 39

MP 0.5

FSR 3140

MP 6.7

FSR 31

MP 1.6

FSR 3040

MP 4.1

FSR 1130

MP 5.01

FSR 39

MP 0.1

FSR 1144

MP 25.8

FSR 11

MP 1.7

FSR 1050

Shannon Lake

Lake Baker

Lakes Twin

SKAGIT CO.

WHATCOM CO.

MT. BAKER

NATIONAL

FOREST

AREA

RECREATIONAL

M T . B A K E R

MT. BAKER

2000 FT

F N

Baker Lake

S a lm o n re e k

11- FN

Bak er

C re e k

Dexter Ln.

B W R d

1000 FT

FSR 1050, MP 1.7

S k a g it R iv e r

FSR 11, MP 25.8

Baker Lake

2500 FT

Baker Lake Rd.

NF-11

NF 1140

Park Creek

N F

N F

N F

NF 1131

Boulder Creek

N F

S w if t

C re e k

M o ro v itz

N F 1

Baker Lake Rd.

FSR 1144 MP 0.1

FSR 1130, MP 4.1

C a n y re e k

NF

NF 3130

N F-

N F

Canyon Creek Rd.

Kidney Creek

FSR 3140, MP 0.5

FSR 31, MP 6.7

2000 FT

FSR 31, MP 6.7

FSR 3140, MP 0.5

N

FSR 39 MP 2.27

FSR 39 MP 5.1

Mt. Baker Hwy

Coal Creek Rd.

NF 3010

FSR 39, MP 5.1

FSR 39, MP 2.27

G la c ie r

C re e k

NF 3

Glacier Creek Rd

NF 39

North Fork Nooksack River

Thompson Creek Rd

2000 FT

NF 3

FSR 1130, MP 0.1 FSR 1144, MP 4.1

Creek Rd.

Diosbud

FSR 11 MP 25.8

FSR 1050 MP 1.7

Powerline Rd.

Glacier

Glacier

VICINITY MAPS

35 miles

Bellingham to

Concrete

Baker River Rd.

Baker Lake Rd.

Baker Lake Dam Rd.

NF 1106

Baker Lake Rd.

N F

A.3

STATE PROJECT

NUMBER

SHEET

S u r F t 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)-20(1)

e p te m b e r

K

H a r r is

R

M e a d o w s

C h e c k e d b y

D e s ig n e d b y

(I-5)

27 miles

Burlington to

PRELIM

IN

ARY -

NOT FOR C

NO SCALE

1:2

TYPICAL SECTION

FOOTNOTE:

C le a r in g l im it C le a r in g l im it

[1

Sl op e va rie s, 1V:

1.

H m ax

8" compacted depth method 2

Roadway aggregate, Tack coat

[1

Va ria bl e limits

Turf establishment

Existing ground

Roadway width 13' (typ.)

m in

Construct slopes and ditches as shown in the staking Report.[1]

Turf establishment limits

310+00 to 313+45

FSR 31 MP 6.7

1:2

3% 3%

Profile grade depth, placed in single lift type I, 3" compacted

Asphalt concrete pavement, C.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 c a .d g n

WA FS ERFO 2016(1)-20(1)

P

J u n e

H a r r is

M e a d o

C h e c k e d b y

D e s ig n e d b y

CANYON CREEK ROAD

QUANTITIES TABLES

FSR 31 MP 6.7

See Sheets C.3-5 for details

311+90 to 312+95 or MSE Wall

Unclassified borrow, PRELIM

IN

ARY -

NOT FOR C

95 1995

P O

T

.0

P C

.4

P T

.7

P C

.3

P C

.3

P C

.4

P O

T

.0

-5.9192%

,9

.9

-4.9081%

K = 99

SSD = 1117'

100' VC

D

R= 250.00'

Curve= CANCR-2

T= 28.19'

CP

31672

N

Profile grade

PLAN AND PROFILE

FSR 31 MP 6.7

CUYD

EXC.

CUYD

EMB.

314+00313+00312+00311+00

D

Curve= CANCR-3

R= 190.00'

T= 88.50'

L= 165.64'

MSE Wall top

MSE Wall bottom

Silt fence

MSE Wall (see detail sheets)

315+00

P O

T

.0

Original ground @ wall

Existing ground

Recondition ditch

Ditch reconstruction

12' Right

S a w c u t

AsphaltAggregate

TRANSITION DETAIL

310+00.00 El.= 1989.40

E= 3153.59

N= 2146.84

313+20 to 313+45

Tack coat asphalt

Existing

Tack coat

S a w c u t

Asphalt Aggregateasphalt

Existing

TRANSITION DETAIL

311+45 to 311+70

Match existing

M a tc h p r o fi le p r o fi le

M a tc h

End MSE wall

Begin MSE wall

Line to be constructed

Slope stake limits

END TRANSITION

311+70

BEGIN TRANSITION

313+20

END TRANSITION

313+45

ROAD CONSTRUCTION

BEGIN

BEGIN TRANSITION

311+45

END TRANSITION

311+70

BEGIN TRANSITION

311+45

END TRANSITION

313+45

BEGIN TRANSITION

313+20

(See Sheets C.4-5 for details) of pavement

Existing edge

END WORK

BEGIN WORK

e= - 0.03

L= 56.13'

Slope stake limits

Proposed edge of pavement

El=1999.56

E=3024.500

N=1995.616

Curve= CANCR-1

D

R= 800.00'

T= 39.16'

L= 78.26'

311+45.00

313+45.00

END ROAD CONSTRUCTION

K = 99

100' VC

SSD = 1117'

C.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 c b .d g n

WA FS ERFO 2016(1)-20(1)

A u g u s t

K

H a r r is o n

R

M e a d o w s

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY -

NOT FOR C

MSE WALL DATA

P T

.0

500+68.24 500+77.67 500+87.28 500+96.80 501+06.32 501+15.84 501+25.58 501+35.58 501+45.58 501+55.58 501+65.58

1995.69

1985.00

1981.5

1979.00

1987.00

1979.00

PLAN VIEW

PROFILE VIEW

1990.76

MSE Wall Top Elevation at MSE Wall

Existing Ground

MSE Wall Bottom Elevation

311+90.00 Offset 12.00' Left

Alignment 500+68.24 Offset 0.00' =

Begin MSE Wall

312+95.00 Offset 12.00' Left

Alignment 501+70.58 Offset 0.00' =

End MSE Wall

501+70.68

238' R

C.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 fl c c .d g n

WA FS ERFO 2016(1)-20(1)

M a y

H a r r is

M e a d o

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY -

NOT FOR C

DETAILS

MSE WALL (GEOGRID)

FSR 31 MP 6.7

2% min.

Granular backfill

UNDERDRAIN SYSTEM

6" PERFORATED PIPE

Perforated pipe 6" dia.

6"

15"

12"

15"

3"

3" type 1 both sides of drain

Geocomposite drain, type C or D, nonwoven

Geotextile filter, class 1, collector pipes

Provide applicable fittings to connect outlet and 6" dia. Solid outlet drain pipe.

NOTE:

FOOTNOTE:

outlet and prevent soil from entering the connection joints.

the 6-inch collector pipe that allow unobstructed flow to the

Provide connections between the geocomposite drains and

Place 24-inch wide geocomposite drains 10-feet on center.

max.

Provide solid outlet drain pipe spaced 30-foot center-to-center on outlet.

slopes as directed by the CO. Install approved rodent guards

Bevel ends of outlet pipe to match the surrounding finish

2.

1.

P a r a ll e l to p a th w a y min.

40"

WELDED WIRE FORM

WIRE FORM TYPICAL LAYOUT

PROFILE

spaced 16" C. to C.(min.)

No. 4 wire support struts ty p

8'-0" (typ.)

Longitudinal wires

Butt geogrid, no overlap

Reinforcement length

Transverse wires Top of form

96"

30"

4 x 4 - W4.7 x W4.7

Uniaxial geogrid

Wall face direction

Machine (roll)

MSE WALL GEOGRID LAYOUT

Underlying mats

"Return mat

4' min.

Connect reinforcement

MSE WALL FACING AND RETURN MAT DETAIL

Uniaxial geogrid

Welded wire form (see detail this sheet)

Uniaxial geogrid reinforcement length (L)

Stagger welded wire form joints meet MSE wall height or lift requirements.

If necessary, cut or bend top course longitudinal wires to

See Sheet I.2 for dimensions.

or the manufacturers recommended method).

with permanent fasteners (hog rings, wire ties, spiral binders, Connect adjacent welded wire reinforcement facing elements support strut length.

The contractor is responsible for determining the appropriate requirements.

Field cut transverse wires to meet welded wire form layout

C.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 fl c d .d g n

WA FS ERFO 2016(1)-20(1)

A u g u s t

H a r r is

M e a d o

C h e c k e d b y

D e s ig n e d b y

[1]

[2]

[1]

[2]

[3]

[4]

[5]

[6]

[7]

[3]

[5]

[4]

[3]

[7]

[6]

PRELIM

IN

ARY -

NOT FOR C

MSE WALL TYPICAL

:1 .5 see detail on sheet x.x

Underdrain system, for bottom reinforcement

Provide level bearing surface

(see MSE Wall Tabulation table)

Reinforcement length (varies) backfill

Select granular pad structural backfill

6" min. Leveling of 1' past reinforcement

Extend excavation a min.

Finished slope

2% min. Slope

MSE WALL DETAILS

H W a ll h e ig h t v a r ie s

Select granular backfill

Uniaxial geogrid

Support struts

Welded wire form

Gabion rock face

48" min. Geogrid reinforcement lap 8" (max.)

5" (mim.)

Geotextile wrap 18"

18" (max.)

12" (min.)

Geotextile wrap 18" (min.)

FOOTNOTE:

[1]

[1]

[1]

[2]

[3]

[4]

[5]

[6]

[3]

[2] [3] [5]

[4]

1H

1V line Temporary excavation conserved material Backfill with

Toe of wall

L im it s o f c o n s tr u c ti o n

10' (min.)

of drain type 1, both sides Geocomposite drain, Place a thin layer (3" min.) of select granular backfill between geogrid reinforcement lap and overlaying geogrid layer to prevent contact between the two layers.

See details Sheet I.4.

Geotextile, non-woven, type I-B.

Extend the top course lap to match top course reinforcement length.

Bottom geotextile to cover full length of base reinforcement.

Extend Select granular backfill a minimum 12-inch past reinforcement length.

Place a thin layer (3-inch min.) of select grangular backfill between geogrid reiforcement and geotextile type I-B.

Place 24" wide geocomposite drains 10' - center on center.

Install geocomposite drains to a height of 23 H.

[7]

[8]

[7] [8]

C.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 fl c e .d g n

WA FS ERFO 2016(1)-20(1)

A u g u s t

H a r r is

M e a d o

C h e c k e d b y

D e s ig n e d b y recommendations per manufacturer's Rodent guard backfillSelect granular

Roadway embankment

MSE Wall Facing detail

Welded Wire detail &

Wall face, see

MSE WALL FACING DETAIL

PRELIM

IN

ARY -

NOT FOR C

1:

TYPICAL SECTION

FOOTNOTE:

C le a r in g l im itC le a r in g l im it

[1]

Variable

Roadway width 16' (typ.)

embankment m in

315+05 to 316+95

12" compacted depth method 2

Roadway aggregate, PLAN QUANTITIES

FSR 3140 MP 0.5

[1]

Slope varies, 1V:1 m ax.

Turf establishment limits except on special rock

Turf establishment limits

C.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 c f.

d g n

WA FS ERFO 2016(1)-20(1)

J u n e

K

H a r r is o n

R

M e a d o w s

C h e c k e d b y

D e s ig n e d b y

1:

2% 2%

Profile grade

See Sheet C.7 for detail

Special rock embankment

315+50 to 316+65

PRELIM

IN

ARY -

NOT FOR C

315+50 to 316+65

SPECIAL ROCK EMBANKMENT

1:2 mechanically-placed

Special rock embankment, Proposed roadway

Geotextile filter, class 1, type C

Existing ground

FSR 3140 MP 0.5

EMBANKMENT DETAIL

SPECIAL ROCK

1V :1H

5'

C.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 c g .d g n

WA FS ERFO 2016(1)-20(1)

M a y

H a r r is

M e a d o

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY -

NOT FOR C

CP

31402

P C .9

P T

.7

P C

.4

P C

.3

P T

.9

P C

.7

-6.2891%

-6.2891%

,0

.0

,0

.1

60' VC

K = 7

SSD = 154'

0 4975

Curve= FSR4 D

R= 100.00' T= 44.97'

T= 31.02'

R= 75.00'

D

Curve= FSR2

Curve= FSR3

D

R= 45.00'

T= 8.78'

Edge of shoulder

Line to be constructed

Slope stake limits

N

El=5016.00

E=99810.2053

N=49974.3240

Profile grade ground

Existing

Clean drainage structure

LEGEND:

Silt fence

Special rock embankment

316+70.00

CANYON RIDGE ROAD

315+30.00

CANYON RIDGE ROAD

Profile grade

Existing ground

CP

El=5007.06

E=99943.1181

N=49995.6457

Aggregatesurface

Existing

TRANSITION DETAIL

p r o fi le

M a

Aggregate

TRANSITION DETAIL

316+70 TO 316+95

p r o fi le

M a surface

Existing

Slope stake limits

315+05 TO 315+30

p r o fi le

M a tc h p r o fi le

M a tc h

BEGIN TRANSITION

315+05

END TRANSITION

316+95 e= N/A

L= 84.52'

BEGIN WORK

END WORK

e= N/A

L= 58.83'

Proposed edge of pavement pavement

Existing edge of

PLAN AND PROFILE

FSR 3140 MP 0.5

e= N/A

L= 17.34'

CUYD

EXC.

CUYD

EMB.

317+50317+00316+50316+00315+50315+00314+50

5010 5003

5011 5004

5012 5005

5013 5006

5014 5007

5015 5008

5016 5009

5017 5010

5018 5011

C.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 c h .d g n

WA FS ERFO 2016(1)-20(1)

e p te m b e r

K

H a r r is o n

R

M e a d o w s

C h e c k e d b y

D e s ig n e d b y

C u lv e r t culvert

Remove

Culvert

Install 24"

PRELIM

IN

ARY -

NOT FOR C

1:2

TYPICAL SECTION

FOOTNOTE:

C le a r in g l im it C le a r in g l im it

[1

Sl op e va rie s, 1V:

1.

H m ax

6" compacted depth method 2

Roadway aggregate, Tack coat type I, 3" compacted depth

Asphalt concrete pavement, [1

Va ria bl e limits

Roadway width 14' (typ.)

except on special rock

Turf establishment limits embankment m in

2% 2%

391+37 to 393+40

1:2

Profile grade

See Sheet C.11 for detail

Special rock embankment

392+22 to 392+38

GLACIER CREEK ROAD

QUANTITIES TABLE

FSR 39 MP 2.27

C.9

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 c j.

d g n

WA FS ERFO 2016(1)-20(1)

e p te m b e r

H a r r is

M e a d o

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY -

NOT FOR C

1:

1.

C le a r in g l im it

F ill s lo pe

V :1 .2 5H

F ill s lo pe

V :1 .2 5H

392+22 to 392+38

SPECIAL ROCK EMBANKMENT

SPECIAL ROCK EMBANKMENT TOE

FSR 39 MP 2.27

EMBANKMENT DETAIL

SPECIAL ROCK

Proposed roadway

Geotextile filter, class 1, type C

Geotextile filter, class 1, type C

Existing ground mechanically-placed

Special rock embankment, mechanically-placed

Special rock embankment, H F ill slo p e

V

' (m in m in

C.10

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 c k .d g n

WA FS ERFO 2016(1)-20(1)

e p te m b e r

H a r r is

M e a d o

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY -

NOT FOR C

1680 1685

1700 1705

1745 1745

P R

C

.0

P T

.4

,7

.7

+0.1839% -1.0298%

-0.8417%

,7

.3

,7

.3

,7

.8

+0.4961% -2.1505%

60' VC

K = 49

SSD = 919'

60' VC

K = 45

140' VC

K = 53

SSD = 478'

39232

CP

39231

CP

Curve= GLACR-2

R= 280.00'

T= 126.98'

D

Profile grade

Existing ground

N

GLACIER CREEK ROAD

FSR 39 MP 2.27

Line to be constructed

391+37.00 393+40.00 delineators

Remove e= N/A

L= 238.43'

Existing concrete barrier

LEGEND:

TRANSITION DETAIL

Tack coat pavement

Asphalt

Aggregate

391+39 to 395+40

Reset barrier and clean culvert

Repair culvert end

Silt fence

Special rock embankment area

EL=1701.35

E=34946.7536

N=14771.9826

El=1700.49

E=34987.3228

N=14966.3759

END WORKBEGIN WORK

Slope stake limits edge of pavement

Proposed edge of pavement

Existing p ip e c u lv e r t

E x is ti n g

Ø

CUYD

EXC.

CUYD

EMB.

394+00393+00392+00391+00

1690 1690

1692 1692

1694 1694

1696 1696

1698 1698

1700 1700

1702 1702

1704 1704

1706 1706

C.11

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 c l.

d g n

WA FS ERFO 2016(1)-20(1)

e p te m b e r

K

H a r r is o n

R

M e a d o w s

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY -

NOT FOR C

B

B

SECTION A-A SECTION B-B

Traveled way

16'

Natural material

Up slope 1:4 (typ.)

Geometry of ford is approximate: site conditions may vary.1.

NOTE:

PLAN VIEW

Existing shoulder riprap, method A, class 6

Repair groin with

Reconstruct ditch

Reconstruct ditch

Existing vented concrete ford along ford edges

Place riprap, method A, class 5

A lost material along edge to replace

Place riprap, class 1 in waterway

Place riprap, class 6

Existing concrete deck

Existing concrete fordExisting natural material

Existing concrete ford drainage structure

Clean debris from edges along ford

Place riprap riprap, method A, class 5

Repair groin with method A, class 6

Place riprap, A baffles for fish passage

Existing horizontal basin and stream channel debris from catch

Remove stream ford edge class 1 along concrete

Place riprap, method A, LEGEND:

Riprap

Silt fence

CLEANING AND REPAIR

VENTED CONCRETE FORD

FSR 39 MP 5.01

C.12

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 c m .d g n

WA FS ERFO 2016(1)-20(1)

e p te m b e r

K

H a r r is

M e a d o

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY -

NOT FOR C

PLAN QUANTITIES

FSR 1130 MP 0.1

FSR 1144 MP 4.1

1:

TYPICAL SECTION

FOOTNOTE:

C le a r in g l im itC le a r in g l im it

[1]

Slope varies, 1V:1.25H m ax.6" compacted depth method 2

Roadway aggregate, [1]

Variable limits

Roadway width 14' (typ.)

except on special rock

Turf establishment limits embankment m in

FSR 1144 (1147+00 to 1148+00)

FSR 1130 (115+75 to 116+25)

3% 3%

Profile grade

1:

See Sheet C.15 for detail

Special rock embankment

Unclassified borrow, or

115+82 to 116+08

C.13

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 c n .d g n

WA FS ERFO 2016(1)-20(1)

e p te m b e r

K

H a r r is o n

R

M e a d o w s

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY -

NOT FOR C

115+82 to 116+08

SPECIAL ROCK EMBANKMENT

SPECIAL ROCK EMBANKMENT TOE

FSR 1144 and FSR 1130

EMBANKMENT DETAIL

SPECIAL ROCK

1V :1.25H

1:2

Fill slope 1V :1.25H

Fill slope 1V :1.25H

H

F il l s lo p e

V mechanically-placed

Special rock embankment, mechanically-placed

Special rock embankment, Proposed roadway

Geotextile filter, class 1, type C

Existing ground

Geotextile filter, class 1, type C

Existing ground 10' (m in.)

(m in

C.14

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 c o .d g n

WA FS ERFO 2016(1)-20(1)

e p te m b e r

H a r r is

M e a d o

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY -

NOT FOR C

7.

0 3485

P T

.4

P C

.6

P T

.3

P T

.5

P C

.6

P T

.0

D

Curve= MALAR-2

R= 525.00'

T= 26.87'

Curve= MORCR-3

R= 435.00'

T= 36.29'

D

CP

11442

Existing ground

Profile grade

Line to be constructed

N

11441

CP

El=3522.89

E=500089.6850

N=200252.0838

El=3526.42

E=500103.0540

N=200300.2634

Re-establish ditch

115+75

FSR 1130

116+25

FSR 1130

1148+00

FSR 1144

BEGIN WORK

END WORK

1147+00

FSR 1144

BEGIN WORK

END WORK

(see detail sheet)

Special rock embankment

PLAN AND PROFILE

FSR 1144 MP 4.1

FSR 1130 MP 0.1

Existing edge of pavement

Clean culvert pavement

Proposed edge of

Proposed edge of pavement

Existing edge of pavement

Line to be constructed limits

Slope stake

BEGIN WORK END WORK

115+75

FSR 1130

116+25

FSR 1130

El=3522.89 El=3526.42

E=500148.2291

N=200196.0675

E=500196.1978

N=200283.6788

Slope stake limits e = N/A

L= 53.69' e = N/A

L= 72.40'

CUYD

EXC.

CUYD

EMB.

116+00115+00 117+00

C.15

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 c p .d g n

WA FS ERFO 2016(1)-20(1)

e p te m b e r

K

H a r r is o n

R

M e a d o w s

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY -

NOT FOR C

TYPICAL SECTION

FOOTNOTE:

C le a r in g l im itC le a r in g l im it

6" compacted depth method 2

Roadway aggregate, [1]

Variable limits

Turf establishment

Existing ground m in

Profile grade

1:2

C.16

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 c q .d g n

WA FS ERFO 2016(1)-20(1)

e p te m b e r

K

H a r r is o n

R

M e a d o w s

C h e c k e d b y

D e s ig n e d b y : FSR 1050 MP 1.7 (701+40 to 703+42)

PLAN QUANTITIES

FSR 1050 MP 1.7

Varies Varies

Turf establishment limits

[1]

Slope varies, 1V:1.5H m ax.

staking Report.

Construct supelevation, slopes and ditches as shown in the [1]

[1]

[1]

Roadway width varies (10.5' - 18')

PRELIM

IN

ARY -

NOT FOR C

.0

,0

.3

Curve= PRDIO4

D

R= 80.00'

T= 40.07'

L= 74.30'

Curve= PRDIO3

D

R= 50.00'

T= 77.38'

L= 99.71'

PC 701+75.00

PT

.7

17103

CP

P

CP

17102

PC

.0

P T

.3

P O

T

.8

PC

1+ .8

PT

+39 .0

N

Curve= PRDIO2

D

R= 500.00'

T= 14.07'

L= 28.14'

PLAN AND PROFILE

FSR 1050 MP 1.7

CUYD

EXC.

CUYD

EMB.

704+00702+50701+00

990 990

993 993

996 996

999 999

1002 1002

1005 1005

1008 1008

1011 1011

1014 1014

C.17

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 c r .d g n

WA FS ERFO 2016(1)-20(1)

e p te m b e r

C h e c k e d b y

D e s ig n e d b y for culvert details

See drainage sheet E.8

Existing ground

Profile grade

Remove existing culvert

.0

.3

+2.33 25%

120' VC

K = 17

SSD = 214'

,0

.3

+2.33 25%

7.

120' VC

K = 23

,0

.3

PRELIM

IN

ARY -

NOT FOR C

TYPICAL SECTION

FOOTNOTE:

C.18

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 c s .d g n

WA FS ERFO 2016(1)-20(1)

e p te m b e r

K

H a r r is o n

R

M e a d o w s

C h e c k e d b y

D e s ig n e d b y : 6'

Existing ground

Profile grade

3% 3% geotextile, class 2, type E

Separation-stabilization

FSR 11 MP 25.7 (402+70 to 403+75)

Station and offset point

1V

1H from class 6 riprap around root wads

Select and place boulders (32" to 42" dia.)

[2]

[1] 6'

8'

10' Min.

1.5H

1V

PLAN QUANTITIES

FSR 11 MP 25.8

Roadway width 16' (typ.)

transport from Koma Kulshan boneyard at the direction of the CO.

Mitigation root wads provided by the Government, [2] with rootwads)

Place mitigation rootwads (18" to 24" dia. logs streambed material

Backfill with conserved

Placed riprap, method A, class 6

6" compacted depth

Roadway aggregate, method 2, Unclassified borrow thalweg

2' below channel

Extend riprap toe

PRELIM

IN

ARY -

NOT FOR C

Curve= EXBAKER3

R= 230.00'

T= 24.25' Curve= EXBAKER5

D

R= 370.00'

T= 67.34'

L= 133.23'

Curve= EXBAKER4

D

R= 1,550.00'

T= 39.67'

L= 79.33'

CP

17101

CP

17102

.2

+0.8266%

.8

44' VC

.4

PLAN AND PROFILE

FSR 11 MP 25.8

N

L= 48.32'

P C

.2

P T

.5

P C

.3

P T

.6

P C

.2

+2.41 75%

CUYD

EXC.

CUYD

EMB.

405+00404+00403+00402+00

758 758

760 760

762 762

764 764

766 766

768 768

770 770

772 772

774 774

C.19

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 fl c t.

d g n

WA FS ERFO 2016(1)-20(1)

e p te m b e r

C h e c k e d b y

D e s ig n e d b

NOTE:

Remove concrete barriers around root wads

(32" to 42" dia.)

Place boulders

Edge of active channel with rootwad, spaced at 6') (see note 1)

Mitigation rootwads (12" to 18" dia. logs into flow a maximum of 5 feet total length from bank line.

Embed trunk completely, allowing only rootwad to project1.

16' to 20' Length

Riprap toe

Existing ground Profile grade

758758

766766

766766

PRELIM

IN

ARY -

NOT FOR C

TREATMENT

EROSION CONTROL

CULVERT

D it c h

Flowing Drainage

F lo w in g D ra in a g e

FOOTNOTE:

Install silt fence

EROSION CONTROL TREATMENT

TYPICAL CULVERT

Fill scour hole with conserved stream bed material

Temporary culvert

Culvert work area

Diversion dam

Sediment trap

Install silt fence

Centerline

NO SCALE

Install sediment trap only if there is flowing water.[3]

Remove silt fence after culvert drain installation.[2]

CO must approve changes to culvert erosion control treatment. [1]

[1]

[2]

[3]

[2] diversion channel

Temporary

3' W x 2' D

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 l1 d a .d g n

WA FS ERFO 2016(1)-20(1)

F e b r u a r y

K

H a r r is o n

R

M e a d o w s

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY -

NOT FOR C

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: 10/2016

DETAIL APPROVED FOR USE --/----

WESTERN FEDERAL LANDS HIGHWAY DIVISION

SILT FENCE

W157-1

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

D.2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS ERFO 2016(1)-20(1) 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 l1 d c .d g n

F e b r u a r y

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

PRELIM

IN

ARY -

NOT FOR C

Water surface elevation

OPTION B

OPTION A

OPTION C

OPTION D

Existing ground

Sandbag (typ.)

Sandbag (typ.)

Sandbag (typ.)

Sandbag (typ.)

Concrete barrier

Concrete barrier

Concrete barrier

Water surface elevation membrane

Waterproof

Water surface elevation membrane

Waterproof

Water surface elevation

Existing abutment or pier elevation (min.)

Top of berm

Existing ground at time of construction

Diverted water level at time of construction

Diverted water level

Existing ground at time of construction

Diverted water level

Limit of work zone

Limit of work zone

Limit of work zone elevation (min.)

Top of berm elevation (min.)

Top of berm at time of construction

Diverted water level

(anchoring method to be approved)

Waterproof membrane

REVISED: 7/2016

DETAIL APPROVED FOR USE --/----

WESTERN FEDERAL LANDS HIGHWAY DIVISION

m in

4'-6"

W157-17

METHODS

TEMPORARY DIVERSION BERM

m in m in

6" (min.) freeboard. Submit temporary stream diversion m in

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

D.3

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS ERFO 2016(1)-20(1)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 l1 d c .d g n

J u n e

NOTE:

1 4.

3.

2.

1.

membrane

Waterproof height of the sandbag barrier.

directed. Remove sediment when deposits reach half the berm daily. Repair as needed after rainfall events or as

While in use, inspect and maintain the temporary diversion given time.

Place a maximum of one diversion in the stream at any upper rows of sandbags above the joints in lower rows.

of bottom rows as there are vertical course. Overlap the

Place sandbags to form a pyramid by laying equal numbers plans for approval prior to installation.

minimum height equal to the water surface elevation with

As a minimum, provide a temporary diversion berm with a prefabricated or portable diversion berms, dams, etc.).

methods may be chosen (including any approved during construction operations. Alternate stream diversion

These options suggest configurations for diverting a stream

PRELIM

IN

ARY -

NOT FOR C

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

D.4

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS ERFO 2016(1)-20(1)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 l1 d e .d g n

J u n e

NOTE:

PRELIM

IN

ARY -

NOT FOR C

10.4 x 16 20301 -1900

25101 -0300

60201 -0800

60302 -0000

60404 -1000

60409 -0100

60705 -0000

60706 -0000

64703 -6000

64704 -1000

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

-I

N C

H P

IP

E

C U

LV

ER

T

S

TR

U C

TU

R A L

PL

A

TE

P

IP

E- A R

(1

6' -3 x

C A

TC

H B

A S

IN

FL

H T

YP

E

IN

LE

T

TO

P, M

ET

A L

FR

A M

E A

G

A

TE

FL

H T

YP

E

A

R

EP

A

IR

IN

G

D R A

IN

A G

E S

TR

U C

TU

R E

C

LE

A N

IN

G

D R A

IN

A G

E S

TR

U C

TU

R E

M

IT

IG

A

TI

O N

FI

S H

P A S S A G

E B O

U

LD

ER

TO

9"

IA

M

ET

ER

M

IT

IG

A

TI

O N

S

TR

EA

M

ED

TE

R

IA

L (C

O N

S

ER

V

ED

F R O

A N

N

EL

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 LNFT LNFT EACH EACH EACH EACH EACH CUYD Lt Rt

315+55 1 FSR 3140 MP 0.5

316+33 3 13 1 25 1 1 FSR 3140 MP 0.5

392+50 1 1 FRS 39 MP 2.27 - 30" CMP - 3' L

Vented Ford 1 FSR 39 MP 5.01 (2-36" box culverts) 1147+63 1 FSR 1130 MP 0.1 - 24" culvert

702+38 3 430 1 142 78 140 144 FSR 1050 MP 1.7

PROJECT TOTAL 443 2 142 25 78 1 1 1 4 140 144

Allowable Pipe Material

NOTE: A Aluminum

1. Steel pipe culvert minimum wall thickness is the larger of ____" or the thickness required 4. Plastic pipe is not allowed when final installation is exposed. Furnish metal end sections f AS Aluminized steel by the Std. 602-1 fill height table. all plastic pipe including those specified with bevels. See Std. 602-5 for acceptable cell classC Concrete

2. Aluminized steel pipe culvert minimum wall thickness is the larger of ____" or the 5. See Std. 602-7 for acceptable concrete cell class. GS Galvanized steel thickness required by the Std. 602-1 fill height table (steel). P Plastic

3. Aluminum pipe culvert minimum wall thickness is the larger of ____" or the thickness (blank) Any appropriate material required by the Std. 602-1 fill height table. x/__ Any appropriate material except __

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES

c:

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

D ra in ag e.

xl sx ]S he et

7- S ep

-2

1:

P

M R

M ea do w s 5/

D

C he ck er

5/

D es ig ne d by

C he ck ed b y:

STATE PROJECT

E.1

SHEET

NUMBER

FS ERFO 2016(1)-20(1)WA

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

PRELIM

IN

ARY -

NOT FOR C

METAL PIPE CULVERT

602-1

3" x 1" CORRUGATIONS

INCHES INCHES

INCHES MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)

5" x 1" CORRUGATIONS

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

METAL THICKNESS (INCH/GAGE)

3" x 1" CORRUGATIONS

3" x 1" CORRUGATIONS 3" x 1" CORRUGATIONS5" x 1" CORRUGATIONS

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

METAL THICKNESS (INCH/GAGE)

METAL THICKNESS (INCH/GAGE)METAL THICKNESS (INCH/GAGE)

INCHES INCHES INCHES INCHES INCHES INCHESINCHES

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)

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 analysis by the CO.

Fill heights exceeding 100 feet require special

INCHES

" CORRUGATIONS2

1" x 3

22" CORRUGATIONS2

1" x 3

" CORRUGATIONS2

1" x 3

22 " CORRUGATIONS2

1" x 3

STANDARD NO SCALE

U.S. CUSTOMARY STANDARD

NUMBER

SHEET

FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION

FS ERFO 2016(1)-20(1)

WA

STATE

E.2

PROJECT

P

A T

H

D

A T

E

STANDARD APPROVED FOR USE 12/1993

REVISED: 4/1994 6/2005

NOTE:

METAL ROUND PIPE CULVERT

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

STEEL ALUMINUM

COVER

MINIMUM

DIAMETER

SIZE

PIPE

DIAMETER

SIZE

PIPE

COVER

MINIMUM

METAL PIPE ARCH 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

DIAMETER

VALENT

EQUI-

RADIUS

CORNER

MINIMUM

COVER

MINIMUM

pavement.

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

Measure minimum cover from the top of the corrugation pipe.

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

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

The fill heights in the table are for helical

4.

3.

2.

1.

gradient.

amount of camber or increase the pipe culvert elevation of the inlet invert, reduce the 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

SPAN x RISE

SIZE

PIPE ARCH

SPAN x RISE

SIZE

PIPE ARCH

PRELIM

IN

ARY -

NOT FOR C

COUPLING BAND

METAL PIPE CULVERT

602-2

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

INCHES INCHES INCHES

MINIMUM BAND WIDTH (INCHES)

1 x 2

1 x 3

10.5

10.5

10.5

10.5

10.5

10.5

10.5

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

" for 18" round culvert (21" x 15" pipe arch) or less8 diameter of bolt:

0.052 inch for steel or 0.048 inch for aluminum. Fasten coupling bands with the following thicknesses thinner than the thickness of the pipe to be connected, and no thinner than as the connecting pipe. Provide coupling bands not more than 3 nominal sheet

Fabricate annular, helical and semi-corrugated type coupling bands from the same metal rerolled with 3" x 1" pipe corrugations.

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

2ends rerolled with 2 having rerolled end to form annular corrugations. A 10.5 inch band is acceptable on pipe

Use annular corrugated bands with pipes having annular corrugations or with helical pipe 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

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

2sizes apply to 2

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

42" diameter to 42" diameter, required above

Second angle connection optional

42" diameter to 42" diameter, required above

Second angle connection optional

STANDARD NO SCALE

U.S. CUSTOMARY STANDARD

NUMBER

SHEET

FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION

STATE

E.3

PROJECT

P

A T

H

D

A T

E

STANDARD APPROVED FOR USE 12/1993

REVISED: 4/1994 6/2005

COUPLING BANDS FOR METAL PIPE CULVERT

Band Band

SLEEVE JOINT

Stab type joint

Smoother sleeve with center stop.

SMOOTH SLEEVE BAND FLAT BAND

W

SIDE VIEW

Band corrugation in pipe end with second annular around band meshes

Continuous corrugation

W W

SIDE VIEW SIDE VIEW

Band Angle

Oval Lug

Bar & Strap

Wedge and Strap

Wedge

Integral Flange

STANDARD BAND CONNECTIONS

Bolts

Angle

END VIEW

ANNULAR BAND

Bolts

Angle

END VIEW

HELICAL BAND

strap connector

Bolt, bar and

Pipe

Band

END VIEW

SEMI-CORRUGATED BAND

NOTE:

Band Bolts Band Bolts

W

4 5 underdrain 6 2.

1.

Section 26 may be used.

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

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

Watertight pipe joints are not required unless the dimension of the end corrugation in the pipe.

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

Use helical corrugated bands with pipes having helically corrugated ends.

PipePipe

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

Rivet, spot weld, or of corrugation at heel and toe of angle

Rivet, spot weld, or fillet weld at crest

SPAN x RISE

PIPE ARCH

BANDS

CORRUGATED

ANNULAR

BANDS

CORRUGATED

HELICALLY

BANDS

CORRUGATED

SEMI-

SIZE

CORRUGATION

DIAMETER

ROUND PIPE

PRELIM

IN

ARY -

NOT FOR C

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

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

E.4

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS ERFO 2016(1)-20(1)WA

U S

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

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.)

PRELIM

IN

ARY -

NOT FOR C

3.

2.

1.

CURB SECTION

TYPICAL INSTALLATION

CURB AND GUTTER SECTION

TYPICAL INSTALLATION

INLET DETAIL

DITCH SECTION

TYPICAL INSTALLATION

Slop e as sta ked

Slope as staked

Sidewalk

Sidewalk

Pavement

Pavement

Roadway

The minimum concrete cover to the face of any bar is shown. Give all concrete surfaces a Class 1 finish.

T line

Gutter or ditch

H

Bend to clear pipe

All reinforcing steel d ia m e te r

P ip e

CONCRETE CATCH BASINS

STEEL

REINFORCING FRAME AND GRATE

TYPE A TYPE B

CONCRETE

ESTIMATED QUANTITIES

CONCRETE CATCH BASINS

DIAMETER

SIZE

PIPE

H

DEPTH

T

FRAME AND GRATE

TYPE A TYPE B

604-1

STANDARD APPROVED FOR USE 6/2005

REVISED:

Standard 604-3 for Type B Frame and Grate.

See Standard 604-2 for Type A Frame and Grate and

2" unless otherwise shown.

#4 at 12"±.

TYPE 1

CATCH BASIN

3 " unless otherwise 4

3CONCRETE: Chamfer exposed edges

3'-5"

2.2

1.8

1.5

1.2

1.1

0.7

0.7

48"

42"

36"

30"

24"

18"

12"

5'-6"

5'-0"

4'-6"

4'-0"

4'-0"

3'-0"

3'-0"

6'-3"

5'-6"

4'-9"

4'-0"

3'-3"

2'-6"

2'-6"

6'-3"

5'-5"

5'-0"

4'-2"

3'-4"

2'-6"

2'-6"

INCHES

DIAMETER

SIZE

PIPE

CUYD

LB

LB

5"

1"

5"

1"

STATE PROJECT

NUMBER

SHEET

E.5

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS ERFO 2016(1)-20(1)WA

U S

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

.d g n e p te m b e r

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

NOTE:

basin

Catch basin

Catch basin

Catch

PRELIM

IN

ARY -

NOT FOR C

GRATE CORNER DETAILFRAME CORNER DETAIL

FRAME ANCHOR DETAIL

FRAME DETAIL

GRATE DETAILS

SECTION A-A

AA

C-L2

(typ.)

THREADED CONCRETE ANCHORS: Ferrule loop

BOLTS & WASHERS: ASTM A 307, Galvanized.

STRUCTURAL STEEL: AASHTO M 183 (ASTM A 36M).

8.

7.

6.

5.

4.

3.

2.

1.

Number of plates varies according to pipe diameter.

(typ.)

SECTION B-B

B

FRAME AND GRATE DETAILS

B

FINISH: Galvanized after fabrication.

material thickness. Grind smooth all contact surfaces.

all joints with a minimum size fillet weld, based on

Specifications. Unless otherwise indicated seal weld

WELDING: Weld in conformance with the Standard a full penetration butt weld.

HEADED CONCRETE ANCHORS: Weld to frame with headed anchor

TRAFFIC

headed anchor and washer bar

45°

30°

(trim L to size)

Plate

T (See Note 8)

604-2

REVISED:

See Standard 604-1 for dimensions of T.

See Standard 604-1.

"4 1" x 2

1L4" x 2

"4 1"4

" x 4"2

" dia. hole2 1Drill

"4 s p a c e s a t

" x 4" headed anchors2

"4 1L4" x 1" x

" dia. hole2

T - 1" (See Note 8)

"4 1" x 2

1L4"x 2

" Plate4 1" x 4

3" x 14

" bolt8 3Ferrule loop insert for

" dia. hole2 p la te s ti ff e n e r s

S p a c in g ty p s p a c e s a t d ia b a r

S p a c in g

"4 1L4" x 1" x

"4

"4

"4

" bolt or approved equal.8 3inserts for

"4

"4

" plate stiffener4

"4 1L4" x 1" x

"4 1" x 2

" dia.8

"4

"4

"2 14"4

14"4

" bolt8 3furnish

" Plate stiffener4

1" dia. hole

" dia. hole2

"4 1L4" x 1" x

" x 4"2

" dia. hole2

" Plate4 1" x 2

" Plate4 1" x 4

" Plate4 1" x 4

" (See Note 7)2 1plate at 4 s p a c e s a t

"4 1" x 2

1L4" x 2

" Plate2 15" x

215 lbs. Increase or decrease weight by 28 lbs for

Estimated weight, frame and grate (2'-6" x 2'-6")

" increment.2 1each 4

" Plate 2 15" x

1" dia. hole

TYPE A

METAL FRAME AND GRATE

STATE PROJECT

NUMBER

SHEET

E.6

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS ERFO 2016(1)-20(1)WA

U S

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

.d g n e p te m b e r

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

NOTE:

(typ.)

(trim L to size)

Direction of flow

4" "4 1"4

"8

"4 334"" x 5"2

1Spacing for "4 ty p

(typ.)

"8

(typ.)

"8 ty p x h e a d e d a n c h o r s

S p a c in g f r

"2 122 equal spaces for"2

" Plate4 1" x 4

33 PRELIM

IN

ARY -

NOT FOR C

DETAILS

RIPRAP HEADWALL

2'

2'

Type IV-B Geotextile

2'

P ip e a r c h s p a n

P ip e a r c h r is e

1:

1.

Pipe arch span2' 2'

Placed riprap, class 4

END VIEW

Placed riprap, class 4

Placed riprap, class 4

PLAN VIEW

ELEVATION VIEW

1:1.5 Placed riprap, class 4

Type IV-B Geotextile

HEADWALL AT PIPE INLET

ELEVATION VIEW

Placed riprap, class 4

PLAN VIEW

P ip e a r c h s p a n a t p ip e o u tl e t a t p ip e i n le t

18'

18'

:1 ground

Existing culvert

Pipe arch culvert

Pipe arch culvert

Pipe arch culvert

Pipe arch culvert

Pipe arch

Geotextile

Type IV-B

E.7

STATE PROJECT

NUMBER

SHEET

D A

T E

P

A T

H

K

H a r r is o n

C h e c k e d b y

R

M e a d o w s

D e s ig n e d b y

HEADWALL AT PIPE OUTLET

PRELIM

IN

ARY -

NOT FOR C

LC

SCALE IN FEET

10 0 10 20 30 40

OUTLETINLETPIPEHYDRAULIC INFORMATION

0 20 40 60 8020406080

LC Proposed road

LENGTH: 78 ft

PIPE SLOPE: 0.1329 ft/ft

HEADWALL: Riprap

FLOWLINE SLOPE: 0.1329 ft/ft

:1

:1

E.8

STATE PROJECT

NUMBER

SHEET

WA

D A

T E

P

A T

H centerline

New culvert

Existing ground

100 120100120140

Flow

Roadway

L e e c k e d b

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

WALL THICKNESS: NA

Proposed road grade

HEADWALL: Riprap

Slope 13.29%

Q : __ CFS

BANKFULL CHANNEL WIDTH: __

LOWER BEVEL HEIGHT: 2.75 ftLOWER BEVEL HEIGHT: 2.75 ft

BEVEL: STEP, 1.5(h):1(v) BEVEL: STEP, 1.5(h):1(v)

Remove existing 72" dia. culvert

Remove existing 72" dia. culvert per detail Sheet E.__

Install sediment retention sills

Q : __ CFS BURIAL DEPTH: 4.50 ft BURIAL DEPTH: 4.50 ft

FOOTNOTE:

[1]riprap end treatment method B, class 3, Placed riprap, [1]riprap end treatment method B, class 3, Placed riprap, boulders per detail Sheet E.__ material and fish passage

Backfill with streambed

[1]riprap end treatment method B, class 3, Placed riprap, [1]riprap end treatment method B, class 3, Placed riprap, Proposed channel flowline

PLAN & PROFILE

DRAINAGE

FSR 1050 MP 1.7TYPE: Struct. Plate Arch SPAN: 16' - 3" RISE: 10' - 10"Q : __ CFS HW : _____ ft

Creek elev. _____

Proposed channel

Proposed channel elev. _____

INV N/E/EL: _____/_____/_____ INV N/E/EL: _____/_____/_____

FS ERFO 2016(1)-20(1)

Sta 702+35 , Offset 43' RT

Sta 702+38, Offset 33' LT

Proposed 16'-3" x 10'-10" Structural Plate Pipe Arch

Sta. 702+37.5

[1] See Sheet E.7 for riprap details.

PRELIM

IN

ARY -

NOT FOR C

96"

6"

6"

6"

6"

6"

13"

13"

FOOTNOTE:

NOTE:

ROAD CLOSED AHEAD

XXX XX TO XXX XX

3.

2.

1.

[1]

Use standard alphabet sizes, letter series C.

Sign colors are orange backround with black letters and border.[1]

Provide additional signs as required to meet field conditions.

Mount sign on wooden posts. See Sheet G.2 for details.

Control Devices (MUTCD)".

Conform to the current edition of the "Manual On Uniform Traffic

F.1

STATE PROJECT

NUMBER

SHEET

U

S S u r

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 2016(1)-20(1)

J u n e

K

H a r r is o n

R

M e a d o w s

C h e c k e d b y

D e s ig n e d b y

FOR CONSTRUCTION

DETAIL 1

DETAILS

CONTROL QUANTITIES AND

TEMPORARY TRAFFIC

PRELIM

IN

ARY -

NOT FOR C

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.

R…