Pre-Ad_Plan_Set_-_Snoqualmie_ERFO.pdf

PRELIMINARY

INDEX TO SHEETS

PROJECT MANAGER

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

SCALE IN MILES

0 2010 3010

202 2

M. MILLER

169164

PROJECT SITES

for Vicinity Maps

See Sheets A.3-5

J. TEMPORARY TRAFFIC CONTROL

H. EROSION CONTROL PLANS

G. 9000219-0.132

F. 9035-0.8

E. 57-23.03

D. 5640-0.04

C. 52-6.1

B. SUMMARIES

A. GENERAL INFORMATION

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)-20(4)

A

M

J u n e

K

H a r r is o n

J

B u r k e

C h e c k e d b y

D e s ig n e d b y

J.5

J.1-4

H.3-5

H.2

H.1

G.1

F.1

E.2

E.1

D.1

C.3

C.2

C.1

B.1

A.6

A.3-5

A.2

A.1

DRAWINGS

TEMPORARY TRAFFIC CONTROL STANDARD

TEMPORARY TRAFFIC CONTROL PLANS

EROSION CONTROL STANDARD DRAWINGS

EROSION CONTROL PLAN FSR 9035-0.8

EROSION CONTROL PLAN FSR 52-6.1

FSR 9000219-0.132 PLAN AND SECTION

FSR 9035-0.8 PLAN AND SECTION

PLAN AND PROFILE

FSR 57-23.03 TYPICAL SECTION

FSR 5640-0.04 PLAN AND SECTIONS

PLACED

SPECIAL ROCK EMBANKMENT, MECHANICALLY

PLAN AND PROFILE

FSR 52-6.1 TYPICAL SECTION

SUMMARY OF QUANTITIES

SURVEY CONTROL

VICINITY MAPS

PLAN SYMBOLS AND ABBREVIATIONS

TITLE SHEET

FEDERAL HIGHWAY ADMINISTRATION

U. S. DEPARTMENT OF TRANSPORTATION

Project Location

APPROVED:

DATE

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DESIGN DESIGNATION:

SPECIFICATION:

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

PLANS PREPARED BY

PLANS FOR PROPOSED PROJECT

Western Federal Lands Highway Division

Chief of Engineering, on Federal Highway Projects, FP-14

Construction of Roads and Bridges

Standard Specifications for

WA FS ERFO 2016(1)-20(4)

N e (max)

V

ADT (2038)

ADT (2018)

TYPE OF CONSTRUCTION:

N/A

20 MPH

<400

<400

SEATTLE

Renton

Bellevue

Everett

Merritt

Thelma

Darrington

Rockport

Silverton

Grassmere

Sedro-Woolley

Vernon

Mount

North

Cascades

Natinal

Park

Chalen

Lake

Marblemount Winthrop

Twisp

LENGTH 0.187 MILES

Miller River

MT. RAINIER

Lake

Chelan

NRA

District

Ranger

Darington

District

Ranger

Mt. Baker

District

Ranger

Skykomish

Forest

National

Mt. Baker drainage, and bank stabilization

Grading, aggregate, asphalt paving, KING COUNTY, WASHINGTON

MT. BAKER-SNOQUALMIE NATIONAL FOREST

SNOQUALMIE REPAIRS 2016

District

Ranger

Snoqualmie

Bend

North

Cle Elum

CP GPS

JH

BH

TP

36 31

6 1

36 31

6 1

SEC.

SEC.

EL. 1234.56

N

E

RIP

G G

W W

DI

T

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE 11/2001

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

W101-1

AND ABBREVIATIONS

PLAN SYMBOLS

P

M a y

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)-20(4) WA

DI

T

NO SCALE

- no symbol -wall face

N

W west drwg(s).

dist.

diaph.

diag.

dia.

DHV

D exp. jt.

exc.

EW

ER

EQ or eq.

EP

emb.

elev.

El. 94.16 ft e

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

ga.

galvanized gage (gauge)

HW

hex.

hdwl.

high water hexagon headwall ftg.

ft3 ft2 flg.

fin.

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

ID

joint inside diameter

LW

lt. or LT

Ls

LPSM

long.

LNFT

lat.

lam.

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

NC

N normal crown north

OG

OD

o. to o.

o. c.

original ground outside diameter out to out on center pvmt.

PT

PST

PSC

PS

POT

POS

POC

pl.

PI

PCS

PCC

PC

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

rt. or RT reqd.

reinf.

rdwy.

R/W

R.

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

Ts

TS

thd.

TBM

T.

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

VPI

vph

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

STS

struc.

stiff.

stgr.

std.

STA, Sta.

ST

SS

SRS

SQYD

SQFT

spa.

SLRY

shldr.

sec.

SC

SADT

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

CUYD

culv.

CUFT

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

min.

MGAL

max.

matl.

monument minimum thousand gallon maximum material

NOTE:

on the appropriate plan sheet.

Other symbols used in the plans will be shown in a legend 1.

Property Line w/Found Property Corner

Section Corner (Found, Projected)16

Section Line16

Section Corner (Found, Projected)4

Section Line4

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

Trail

Lake, Pond or Reservoir; Marshland

Spring or Seep

Material Source; Bore Hole; Test Pit

Section Line

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Section Corner (Found, Projected)

Large Creek or River

Spot Elevation; Coordinate Grid Tick

Above Ground Tank; Underground Tank

Treeline; Individual Trees

Boulder; Well; Satellite Dish; Grave

Cooking Grate; Garbage Can; Picnic Table

Flagpole; Fire Hydrant

Gas & Water Meter; Gas & Water Valve

Silt Fence

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

BLM Lands Boundary

Railroad

Intermittent Drainage or Small Creek

Control Point (Terrestrial and GPS); Jump Hub θs Ø

∆c spiral central angle diameter curve central angle total central angle approach ahead average daily traffic abutment appr.

AH

ADT

abut.

bearing bridge balance point bench mark back brg.

br.

BP

BM

BK

ctrs.

CS

cont.

constr. jt.

conn.

conc.

col.

CMP

clr.

cc or c. to c.

centers point of curve to spiral continuous construction joint connection concrete column corrugated metal pipe clear centerline center to center mile post main line

M.P.

M.L.

STEAM = steam, T = telephone, TV = CATV, W = water

P = power, SA = sanitary sewer, SD = storm drain, SS = storm sewer, FM = force main, FO = fiber optic, G = gas, IRR = irrigation, O = oil, UP = transformer or junction box, WF = water fountain

EM = electric meter, T = telephone pedestal, TV = CATV pedestal, Light, Support w/Anchor)

Poles (Power, Telephone, Joint Use, EXISTING PROPOSED

Transition

Toe of Fill

Top of Cut

CL

North Arrow

Fence

Gate with Fence

Cattleguard

Guardrail

Retaining Wall

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Underdrain

Concrete Barrier

Slope Stake Limits

Pipe Culvert with Drop Inlet

Box Culvert

Delineators

Underground Utilities

Overhead/Above Ground Utilities

Signs (single, double post; portable)

Miscellaneous Utility Features

Building

Right-of-Way Line with Monument

Permanent Easement

Construction Easement

Riprap

Fiber Roll or Wattle

PRELIMINARY25

-F

N

To C le E lu m m ile s

VICINITY MAPS

SHEET 1 of 3

N

N

Rive r

Vicinity Map for Site:

FSR-MP (LATITUDE, LONGITUDE)

Vicinity Map for Site:

FSR-MP (LATITUDE, LONGITUDE)

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)-20(4)

u n e

K

H a r r is o n

J

B u r k e

C h e c k e d b y

D e s ig n e d b y

North

Fo rk

8 9

16 14

302526

Snoqualmie

SCALE IN MILES SCALE IN MILES

T20N

T19N

R

E

R ne er G re vi R y a d n u S seniL noissimsnarT neerG r e viR pirts gnidnaL daorliaR

S N O Q U A L M I E

N A T I O N A L

F O R E S T

-2

Cr ee k

LESTER

0.5 1.0 1.50.00.5 yad nu

S k e erC

Katrine

Loch

Lake

Sunday k e e r

C N A T I O N A L F O R E S T

S N O Q U A L M I E

P h ilip p a

Nor th

Fork County Road

NF 5700-1

N F

N F

S u n d a y C re e k R d

N F

R

E

R

E

G R E E N R I V E R W A T E R S H E D

0.5 0.0 0.5 1.0 1.5

To N orth

Ben d

18 m iles

52-6.1 (47.193567, -121.403256) 57-23.03 (47.652789, -121.56896)

FSR 52-6.1

FSR 57-23.03

Q u a rtz

Creek Ta yl or

R iv e r

MID

DLE

FORK

RIVER

C reek

R ainy

SN

O

Q U

ALM

IE

VICINITY MAPS

N A T I O N A L F O R E S T

S N O Q U A L M I E

SHEET 2 of 3

N

Vicinity Map for Site:

FSR-MP (LATITUDE, LONGITUDE)

A.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 a d .d g n

WA FS ERFO 2016(1)-20(4)

M a y

K

H a r r is o n

J

B u r k e

C h e c k e d b y

D e s ig n e d b y

N F

NF 110

NF 5640

9 10

15 1416

20 21 22

28 27 26

32 33 34 35

SCALE IN MILES

T24N

T23N

Nine Hour

Lake

To

Be nd

Mile s

5640-0.04 (47.556336, -121.5365)

FSR 5640-0.04

& waste site

Material/stockpile

VICINITY MAPS

SHEET 3 of 3

N

R

E

R

E

20 miles

To North Bend

Vicinity Map for Site:

FSR-MP (LATITUDE, LONGITUDE)

N F

A.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 a e .d g n

WA FS ERFO 2016(1)-20(4)

u n e

K

H a r r is o n

J

B u r k e

C h e c k e d b y

D e s ig n e d b y

FSR 9035-0.8

20 21

22 23

SCALE IN MILES

0.0 0.5 1.00.5

Tinkham

Rd

Asahel Curtis

NF

Ir o n

Horse Trail

P a ci fi c

C re s t

Tra il

N F

A n n e tte

L a k e

T r a il

Lake

Surveyors

Lake

Divide

Lake

Rockdale

Lake

Lodge

N F

N F

9000219-0.132 (47.39019, -121.39033)

9035-0.8 (47.39505, -121.46920)

FSR 9000219-0.132

Keechelus Lake

POINT

NUMBER NORTH EAST ELEVATION DESCRIPTION

17101 69335.859 1509450.506 2654.775 5/8" IR W/FHWA ALUM CAP

17102 69462.659 1509675.773 2678.012 5/8" IR W/FHWA ALUM CAP

17103 69652.463 1509718.589 2693.757 5/8" IR W/FHWA ALUM CAP

17101 9881.668 20057.715 1987.835 5/8" IR W/FHWA ALUM CAP

17102 10000.000 20000.000 1999.902 5/8" IR W/FHWA ALUM CAP

17103 10131.614 19949.928 2010.976 5/8" IR W/FHWA ALUM CAP

17101 4832.600 10038.650 1994.670 5/8" IR W/FHWA ALUM CAP

17102 5000.000 10000.000 2000.000 5/8" IR W/FHWA ALUM CAP

17103 5144.814 9921.993 2005.265 5/8" IR W/FHWA ALUM CAP

17104 5300.109 9911.490 2008.659 5/8" IR W/FHWA ALUM CAP

17101 144723.799 1483083.755 1915.337 5/8" IR W/FHWA ALUM CAP

17102 144740.977 1482969.433 1913.203 5/8" IR W/FHWA ALUM CAP

17103 144726.221 1482860.172 1910.717 5/8" IR W/FHWA ALUM CAP

52 Road MP 6.1 (Washington North SPCS)

57 Road MP 23

65 Road MP 0.15

9035 Road MP 0.8

PROJECT : Snoqualmie ERFO 2018 DATE OF FIELD WORK :July and October 2017

PROJECT UNITS : US SURVEY FOOT

COORDINATE SYSTEM : Assumed and Washington North SPCS VERTICAL DATUM : Assumed

PROJECT COORDINATES

c:

\m yf ile s\ pw

_p ro du ct io n\ d0

W

A E

R

FO

6-

(4 co nt ro ls he et

.x ls x] Sh ee t

-M ar -2

7:

A M

W

FL

H D

S ur ve y

/0

/2

W

FL

H D

S ur ve y

/0

/2

D es ig ne d by

C he ck ed b y:

STATE PROJECT

A.6

SHEET

NUMBER

FS ERFO 2016-20(4)WA

SURVEY CONTROL

TYPICAL SECTION

FSR 52-6.1

FSR 52-6.1

21+60.00 to 22+25.00

1:3

[1]

[1]2% [1]2%

1:3 [1]

FOOTNOTE:

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(4)

u n e

K

H a r r is o n

B u r k e

C h e c k e d b y

D e s ig n e d b y

LC

Existing ground

Profile grade

Travel way

12' (min.)

Roadway aggregate, method 1, 6" compacted depth

NO SCALE

Unclassified borrow (Government furnished), 12" compacted depth

Special Rock Embankment, mechanically placed.

See Sheet C.3

Geotextile filter, class 1, type A (non-woven)

Construct slopes as shown in the Staking Report.[1]

PRELIMINARYGPS

17102

CP

17103

GPS

17101

2685 2

BH

BH

+9.78 21%

,6

.4

,6

.7

P O

T

.0

P C

.6

P T

.7

8 P C

.0

P C

C

.2

P T

.7

D

Curve= C3

R= 110.00'

L= 91.11'

T= 48.35'

D

Curve= C4

T= 47.26'

L= 93.26'

R= 233.00'

D

R= 707.46'

T= 75.49'

L= 150.42'

Curve= C5

FSR 52-6.1

CUYD

EXC.

CUYD

EMB.

24+0023+0022+0021+0020+0019+0018+00

2650 2650

2660 2660

2670 2670

2680 2680

2690 2690

2700 2700

2710 2710

2720 2720

2730 2730

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(4)

M a y

K

H a r r is o n

J

B u r k e

C h e c k e d b y

D e s ig n e d b y

BEGIN WORK

END WORK

22+25.00

FSR 52-6.1

21+60.00

FSR 52-6.1

See Sheet C.3

Special rock embankment

Line to be constructed

Profile grade

Existing ground

Slope staking limits

FSR-52

Proposed edge of gravel

Remove concrete barricade (by others), typ.

See Sheet C.3 mechanically placed.

Special Rock Embankment, El.=2,684.42

E=1,509,688

N=69,551

Existing edge of gravel under Section 622 as directed by CO, Ditch cleaning, L = 72', El. 2679.47

22+08, 16.02' Rt

28.39' Rt., El. 2665.86

Toe of SRE 21+92

24.27' Rt., El. 2670.40

Toe of SRE 21+96

20.14' Rt., El. 2674.93

Toe of SRE 22+00

11.90' Rt., El. 2684.82

Toe of SRE 22+16

11.89' Rt., El. 2680.47

Toe of SRE 21+72

16.02' Rt., El. 2676.70

Toe of SRE 21+76

20.14' Rt., El. 2672.93

Toe of SRE 21+80

24.27' Rt., El. 2669.18

Toe of SRE 21+84

28.39' Rt., El. 2665.47

Toe of SRE 21+88

El.=2,690.78

E=1,509,707.43

N=69,616.25

NO SCALE

WELDED WIRE REINFORCEMENT

1 [1]

1 [1]

MECHANICALLY-PLACED

SPECIAL ROCK EMBANKMENT,

SPECIAL ROCK EMBANKMENT

SPECIAL ROCK EMBANKMENT

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 f1 c c .d g n

WA FS ERFO 2016(1)-20(4)

M a y

K

H a r r is o n

J

B u r k e

C h e c k e d b y

D e s ig n e d b y

Existing ground

PLAN VIEW

LC

F a c e o f

S lo p e

Bench Width

LC

x x x x x x x x

Finished face

Toe elevationVaries

Typical Section

See Sheet C.1 for

Geotextile filter, class 1, type A (non-woven)

:1 (m a x x x x x x x x x

Roadway x x x

Welded wire reinforcement

Existing roadway

W9.4 x W9.4 wire on 12" c-c

8' (min.)

Rock for Special Rock Embankment

Allow 10-inch setback from finished face.[2] short term backslope will be open more than 30 days.

Part 1926. Subpart P, excavation). Shoring may be required if the

Short term backslope ratio per OSHA Safety Requlations (29CFR,[1]

Special rock embankment

2' (min.)

Staking limits

6"

P a y l im it s

H e ig h t v a r ie s

SECTION VIEW

ELEVATION VIEW

x

[2]at 4' vertical spacing

Welded wire reinforcement

12" compacted depth

(Government furnished), Unclassified borrow

See sheet C.2 Toe of SRE

[1]4'

1:31:3

N

B

NOTE:

B

1:

1.

SECTION B-B

SECTION D-D

BERM DETAIL

D D

D

D

B

B

C

C

SECTION C-C

PLAN

NO SCALE

A

A

PLAN AND SECTIONS

FSR 5640-0.04

1:

1.

1:3 1:3

1:31:3

1:1.25

Sections are a sketch, no survey was provided. See SCR 152.05A.

Plan and profile are a sketch, no survey was provided.

SECTION A-A

(TYPICAL)

1:2

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 d a .d g n

WA FS ERFO 2016(1)-20(4)

u n e

H a r r is

B u r

C h e c k e d b y

D e s ig n e d b y ditch to remain

Existing eroded

2.

1.

LC

Existing ground

Existing ground ground

Existing

Existing eroded ditch

See detail

Replace berm, See detail

Replace berm, LC ground

Existing

1:2 (max.)

30'30'

Existing berm

Proposed edge of gravel Riprap dip

60'

Placed riprap, method A, class 2

Placed riprap, method A, class 2

Placed riprap, method A, class 2

Exist Match

Exist Match

Original grade

Exist Match

Exist Match

NF 5640

LC

Exist Match

Exist Match

1:2

6" compacted depth

Roadway aggregate, method 1 edge of road

Existing

14'3'

10'±14'3'

14'

2'

Existing ground

(Government furnished)

Unclassified borrow, Existing ground

2'

Construct low point as directed by the CO.

6" compacted depth

Roadway aggregate, method 1

6" compacted depth

Roadway aggregate, method 1

6" compacted depth

Roadway aggregate, method 1

Ripr ap d ip 60'

Roadway recond itioning

Roadway reconditioning

Roa dway r eco ndit ioni ng

(Government furnished)

Unclassified borrow

Existing eroded ditch to remain flow towards dip/ditch orient to direct

Construct berm - 12 LNFT class 1, type A (non-woven)

Separation-stabilization geotextile, class 1, type A (non-woven)

Separation-stabilization geotextile, class 1, type A (non-woven)

Separation-stabilization geotextile, 2% 2%

2% 2%

1:3

FSR 57-23.03

1:20

OHW

TYPICAL SECTION

FSR 57-23.03

:1

1:3

[1] S ta k in g l im it s

CONNECTION DETAIL

E.1

STATE PROJECT

NUMBER

SHEET

U

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

WA FS ERFO 2016(1)-20(4)

u n e

H a r r is

B u r

C h e c k e d b y

D e s ig n e d b y

:1 [3

:1 m a x

[3

1:3 1:201:3

[1] S ta k in g l im it s

S ta k in g l im it s

FSR 57-23.03

S ta k in g l im it s

C o n s tr u c ti o n l im it s

[1]

[1]

LC

Profile grade

50+10 to 51+87

Travel way

12'

Roadway aggregate, method 1, 6" compacted depth

Unclassified borrow, (Government furnished)

Existing roadway 6" compacted depth

Roadway aggregate, method 1, Geotextile filter, class 1, type A

(Government furnished)

Unclassified borrow, [2]method a, class 9 (Mechanically)

Placed riprap, LC

Existing ground

Profile grade

Travel way

12'

Roadway aggregate, method 1, 6" compacted depth

Unclassified borrow, (Government furnished)

Turf establishment

Turf establishment

Existing ground

51+87 to 51+97

50+00 to 50+10 required along backslope within bedrock areas.

Cut slope shown for areas not in bedrock. Geotextile not[3]

Place according to Section 251.04A.[2]

Construct slopes as shown in Staking Report.[1]

CP

C P

CP

17101

2005 2

5 2030

,9

.7

.5

.5

,0

.3

+5.

80' VC

K = 20

SSD = 311'

,0

.9

P C

.0

1 P

C C

.9

P T

.2

LENNOX CREEK

END WORK

BEGIN WORK

N

51+97.00

FSR 57-23.03

50+50.00

FSR 57-23.03

CUYD

EXC.

CUYD

EMB.

51+5051+0050+5050+00

49+5049+00 52+00

El= 2,011.92

E= 19,940.54

N= 10,138.04

Curve= C29

D

R= 1,900.00'

T= 75.02'

L= 149.97' Curve= C30

D

R= 322.22'

T= 29.24'

L= 58.32'

FSR 57-23.03

2001 2006

El= 1,995.75

E= 20,016.64

N= 9,956.66

E.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 e b .d g n

WA FS ERFO 2016(1)-20(4)

u n e

K

H a r r is o n

J

B u r k e

C h e c k e d b y

D e s ig n e d b y

Proposed edge of gravel

FSR 57

Existing edge of gravel

Line to be constructed

Placed riprap, method A, class 9

24" compacted depth

(government furnished), Unclassified borrow

Profile grade

Profile grade

Profile grade

Existing ground

Existing ground

Existing ground

Slope stake limits

Construction limits

1:1

CP

17101

CP

17102

CP

17103

N

SECTION B-BSECTION A-A

NAME NORTHING EASTING ELEVATION

PLAN AND SECTIONS

FSR 9035-0.8

FOOTNOTE:

[3]PAVEMENT CONTROL POINTS

F.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)-20(4)

u n e

H a r r is

B u r

C h e c k e d b y

D e s ig n e d b y

1,482,945.06

1,482,947.32

1,482,943.60

1,482,929.71

1,482,908.55

1,482,892.63

1,482,894.92

144,714.29

144,715.36

144,723.23

144,725.04

144,717.94

144,694.61

144,693.61

CP-7

CP-6

CP-5

CP-4

CP-3

CP-2

CP-1

1913.35

1913.36

1913.42

1913.26

1912.73

1911.74

1911.71

A

A

B

B

NO SCALE

Cutting, willow poles, typ.

Placed riprap, method A, class 5

SOUTH F

ORK S

NOQUALMIE

RIV

ER

:1 streambed material

Backfill with conserved

Placed riprap, method A, class 5

6" Existing edge of pavement

Varies pavement

Existing

CP-2

CP-3

CP-4

CP-1

of pavement

Existing edge

CP-5

Existing stream bottom

Control line

Sawcut

Geotextile filter, class 1, type A

E=1,482,982

N=144,762

E=1,482,953

N=144,747

E=1,482,913

N=144,737

E=1,482,880

N=144,731

.3

R

E=1,482,805

N=144,744

R

E=1,482,934

N=144,670

FSR 903

Mitigation, log deflector ground

Existing

8" compacted depth

Roadway aggregate, method 2

Staking limits

Mitigation, log deflector, typ.

Remove and reset boulders

6'

Sawcut and tack coat

Tack coat

OHWM

1V:

1.

5H

(max.)

5'-6"

[1]Willow poles (typ.)

[1]

[2]Mitigation, root wad [2]

[3]

Install as shown, drive through riprap and geotextile.

Leave tips exposed above streambed material.

Excavation for embedment is subsidiary to item riprap.

Sawcut locations as approved by CO.

(OHWM) 1908

Mitigation, root wad at 5'± spacing c-c, typ.

and revegetate topsoil, 8" depth Furnish and place

Embedment

10' (min.)

1900.5

(Control line) constructed

Line to be

CP-6

CP-7

Sawcut

4" compacted depth. Placed in two equal lifts

Asphalt concrete pavement, type 2

SECTION A-A

PLAN AND SECTION

FSR 9000216-0.132

G.1

STATE PROJECT

NUMBER

SHEET

U

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

WA FS ERFO 2016(1)-20(4)

u n e

H a r r is

B u r

C h e c k e d b y

D e s ig n e d b y

A

A

NO SCALE

Existing edge of pavement below top of pavement

Subexcavate 18" depth

12" compacted depth

Roadway aggregate, method 2

Sawcut and tack coat Sawcut and tack coat lifts minimum, tack coat between lifts.

6" compacted depth. Place in 2 equal

Asphalt concrete pavement, type 2

F S

R levels:GSCOLORFILL|GSBWFILL|GSOUTLINE

2685 2

N

FSR 52-6.1

EROSION CONTROL PLAN

[1]

H.1

STATE PROJECT

NUMBER

SHEET

U

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

WA FS ERFO 2016(11)-20(4)

M a y

K

H a r r is o n

J

B u r k e

C h e c k e d b y

D e s ig n e d b y

SIGN PANEL

SWPPP ALUMINUM

Sheet K.8 for mounting instructions.

See SCR Subsection 107.01A(d) for installation location and [1]

BEGIN WORK

END WORK

22+25.00

FSR 52-6.1

21+60.00

FSR 52-6.1

FSR-52

Existing edge of gravel

Proposed edge of gravel

NO SCALE

Soil erosion control, check dam

Soil erosion control, fiber rolls

Flow direction

Soil erosion control, fiber roll, (typ.)

Soil erosion control, check dam, (typ.)

3"

4"C

3"

2"C

2"

2"C

14"

"2

3'-6"

"8

3IN =

"8

5TH =

"8 1R = 1

BORDER

LEGEND:

(adjust text as needed for specific project information)

White Background

Black Foreground

"B2

N

FSR 9035-0.8

EROSION CONTROL PLAN

PLAN

H.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 h b .d g n

WA FS ERFO 2016(1)-20(4)

u n e

K

H a r r is o n

J

B u r k e

C h e c k e d b y

D e s ig n e d b y

NO SCALE

FSR 903

REVIR EIMLAUQONS KROF HTUOS

Cutting, willow pole, typ.

temporary diversion berm Soil erosion control, OHW

LEGEND:

Fiber rolls

Flow direction

157-6

STANDARD APPROVED FOR USE 6/2005

REVISED: 6/2007

CHECK DAM

S (ft)

NO SCALE

SPACING

CHECK DAM

6%

5%

4%

3%

2%

2% or above 6% ditch grades.

* Do not use Check Dams below

(G)

GRADE

DITCH

STATE PROJECT

NUMBER

SHEET

H.3

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS ERFO 2016(1)-20(4)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 c .d g n

M a y

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

(S)

CHECK DAM SPACING

DITCHV DITCH

TRAPEZOIDAL DITCH

PROFILE VIEWCROSS SECTION

CROSS SECTION

Class 1 riprap

Class 1 riprap

1V:1.2H (typ.)

Ponded water

Class 1 riprap

:2 ty p.

DITCH GRADE (G)

REVISED: 7/2016

DETAIL APPROVED FOR USE --/----

WESTERN FEDERAL LANDS HIGHWAY DIVISION

W157-17

METHODS

TEMPORARY DIVERSION BERM

NO SCALE

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

H.4

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS ERFO 2016(1)-20(4) 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

M a y m in

4'-6" m in m in

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

Existing ground

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

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 membrane

Waterproof

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

NO SCALE

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

DRAFT: 7/2016

REVISED:

DETAIL APPROVED FOR USE 10/2014

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FIBER ROLL

(FT)

(FT)

W157-21

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

H.5

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS ERFO 2016(1)-20(4) 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

M a y

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

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

NOTE:

PRELIMINARYNF-52

C le E lu m m ile s

FSR 52-6.1

N

CLOSED

ROAD

1000 FT

CLOSED

ROAD

500 FT

ROAD

CLOSED

ROAD

CLOSED

-2

CLOSED

ROAD

AHEAD

CLOSED

ROAD

500 FT

CLOSED

ROAD

1000 FT

CLOSED

ROAD

AHEAD

SHEET 1 of 4

TRAFFIC CONTROL PLAN

J.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

J a d .d g n

WA FS ERFO 2016(1)-20(4)

u n e

K

H a r r is o n

J

B u r k e

C h e c k e d b y

D e s ig n e d b y

8 9

11 12

47.193567, -121.403256

0.5 0.0 0.5 1.0 1.5

SCALE IN MILES

T20N

T19N

R

E

R ne er G re vi R y a d n u S seniL noissimsnarT neerG r e viR pirts gnidnaL daorliaR

S N O Q U A L M I E

N A T I O N A L

F O R E S T

-2

Cr ee k

LESTER

To Easton

8 miles

36"x36"

W20-3

48"x30"

R11-2

Barricade type 3

36"x36"

W20-3

R

E

R

E

-1

36"x36"

W20-3

WORK ZONE

FSR 52-6.1

by the CO.

Sign locations are approximate, final location to be determined

1.

FSR 57-23.03

CLOSED

ROAD

AHEAD

CLOSED

ROAD

1000 FT

CLOSED

ROAD

500 FT

ROAD

CLOSED

ROAD

CLOSED

TRAFFIC CONTROL PLAN

SHEET 2 of 4

J.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

J a d .d g n

WA FS ERFO 2016(1)-20(4)

u n e

K

H a r r is o n

J

B u r k e

C h e c k e d b y

D e s ig n e d b y

N

North For k

SCALE IN MILES

47.652786, -121.56896

0.5 1.0 1.50.00.5 yad nu

S k e erC

Katrine

Loch

Lake

Sunday k e e r

C

N A T I O N A L F O R E S T

S N O Q U A L M I E

P h ilip p a

Nor th

Fork County Road

NF 5700-1

N F

N F

S u n d a y C re e k R d

N F

R

E

R

E

36"x36"

W20-3

36"x36"

W20-3

36"x36"

W20-3

WORK ZONE

FSR 57-23.03

Barricade type 3

48"x30"

R11-2 by the CO.

Sign locations are approximate, final location to be determined

North Ben d

18 m iles

Q u a rtz

Creek Ta yl or

R iv e r

MID

DLE

FORK

RIVER

C reek

R ainy

SN

O

Q U

ALM

IE

N A T I O N A L F O R E S T

S N O Q U A L M I E

FSR 5640-0.04

N

CLOSED

ROAD

1000 FT

CLOSED

ROAD

500 FT

ROAD

CLOSED

ROAD

CLOSED

CLOSED

ROAD

AHEAD

TRAFFIC CONTROL PLAN

SHEET 3 of 4

J.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

J a d .d g n

WA FS ERFO 2016(1)-20(4)

u n e

K

H a r r is o n

J

B u r k e

C h e c k e d b y

D e s ig n e d b y

N F

NF 110

NF 5640

9 10

15 14

20 21 22

28 27 26

32 33 34 35

SCALE IN MILES

T24N

T23N

Nine Hour

Lake

47.556336, -121.5365

Be nd

Mile s

WORK ZONE

FSR 5640-0.04

36"x36"

W20-3

36"x36"

W20-3

Barricade type 3

48"x30"

R11-2

36"x36"

W20-3 by the CO.

Sign locations are approximate, final location to be determined

FSR 9035-0.8

90906

ROAD

CLOSED

ROAD

CLOSED

CLOSED

ROAD

1000 FT

CLOSED

ROAD

500 FT

CLOSED

ROAD

AHEAD

CLOSED

ROAD

500 FT

CLOSED

ROAD

1000 FT

CLOSED

ROAD

AHEAD

N F

FSR 9000219-0.132

TRAFFIC CONTROL PLAN

SHEET 4 of 4

20 miles

To North Bend

CLOSED

ROAD

1000 FT CLOSED

ROAD

500 FT

CLOSED

ROAD

AHEAD

ROAD

CLOSED

ROAD

CLOSED

J.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

J a d .d g n

WA FS ERFO 2016(1)-20(4)

u n e

K

H a r r is o n

J

B u r k e

C h e c k e d b y

D e s ig n e d b y

47.39505, -121.4692

SCALE IN MILES

0.0 1.0 2.01.0

N F

N F

SCALE IN MILES

0.0 0.5 1.00.5

Keechelus Lake

WORK ZONE

FSR 9000219-0.132

Barricade type 3

48"x30"

R11-2

36"x36"

W20-3

36"x36"

W20-3

36"x36"

W20-3

36"x36"

W20-3

36"x36"

W20-3

36"x36"

W20-3

47.39019, -121.39033 by the CO.

Sign locations are approximate, final location to be determined

NF 9

A n n e tte

L a k e

T r a il

NF 5

36"x36"

W20-336"x36"

W20-3

36"x36"

W20-3

WORK ZONE

FSR 9035-0.8

48"x30"

R11-2

Barricade type 3

Horse

Iron

Tra il

WIDTH

"X"

AREA

NUMBER

OF POSTS

POST SIZE D HOLE SIZE

WOOD POST SELECTION TABLE

NO SCALE

635-14

STANDARD APPROVED FOR USE 6/2005

DRAFT: 10/2017

REVISED:

Diamond ≤ 48"

> 30'

> 17'

12' - 16'

> 13'

< 10

65 - 95

65 - 95

50 - 65

50 - 65

20 - 50

10 - 20

10 - 20

6 x 6

4 x 6

4 x 6

6 x 6

4 x 6

4 x 4

6 x 6

4 x 6

4 x 4

(INCH) (INCH)

(INCH)(SQFT)

Other Shapes ≤ 48" Diamond ≤ 36"

Other Shapes ≤ 12' Diamond ≤ 48"

WOOD POSTS

SIGN INSTALLATION

TEMPORARY TRAFFIC CONTROL

1.5

1.5

1.5

1.5

STATE PROJECT

NUMBER

SHEET

J.5

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS ERFO 2016(1)-20(4)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 u n e

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

SINGLE POST SIGN TWO POST SIGN

SIGN INSTALLATION ANGLE

POST DETAIL

S e e N o te

S e e N o te

See Note 4 E d g e o f tr a v e le d w a y

E d g e o f p a v e d s h o u ld e r

CL Post

Local tangent

Bottom of sign panel

X

H

H

D

H

0.75X

X

X

H

Y D

H

0.2X

0.6X

0.2X

D

See post detail (typ.)

Break-away holes.

Long side of post

D

90°

93°

6" x 6" or larger.

Use 7' minimum spacing between posts for sign posts and 6' minimum mounting height for secondary sign.

use 7' minimum mounting height for main sign a minimum lateral distance of 1' behind the face of lateral offset of 2' may be used. In areas with curbs, 200' m in m in

6' - 12'

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

2.

3.

4.

5.

6.

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

per post.

H1 and H2 = Overall post length.

Select post lengths to fit field conditions.

D = Post embedment depth for average soil conditions.

In areas where lateral distance is limited, a minimum the curb may be used.

In pedestrian locations, or in areas with obstructed views, NOTE:

See table for hole size parallel to sign face.

Field drill holes through post