wa-ep-olym2022-1--1_plans.pdf

PROJECT MANAGER

J.DAVIS

N O

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FO

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CO

N

STRU

CTI

O

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OR

A I

N

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ST F

R

I

D

D E P A

T

NT

OFT A SP

T T

O

U

TE

ATESO

AMER

IC

A

M

NATIONAL

PARK

SERVICE

PARK

NATIONAL

CASCADES

NORTH

u n d o S t e g u

P

P A

C I F I C

O C

A E

N tS raitof Juan de Fuca

OC

LU

MBIA

R

IV

ER

A S N

KE

R

VERI

M

COLU B

I A

V R I

E R

Lakes

Banks

Lakes

Moses

Reservoir

Potholes

PARK

NATIONAL

OLYMPIC

N.P.

RAINIER

MOUNT

MON.

NAT'L VOLC.

ST. HELENS

MOUNT

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

BRITISH COLUMBIA

I D

A H

O

OREGON

UNITED STATES

CANADA

PROJECT LOCATION

N

S. SHORE Rd.

PRELI

M

IN

ARY

WA ERFO NPS OLYM 2022-1 (1)

OLYMPIC NATIONAL PARK

NATIONAL PARK SERVICE

U. S. DEPARTMENT OF THE INTERIOR

OLYMPIC NPS ERFO REPAIRS 2022

TYPE OF CONSTRUCTION:

and embankment excavation, road reconstruction, Bank Stabilization, Riprap, DESIGN DESIGNATION:

e (max)

V

ADT (2044)

ADT (2024)

North Shore Road:

match existing

25 MPH

SPECIFICATION:

on Federal Highway Projects, FP-14

Construction of Roads and Bridges

Standard Specifications for

PLANS PREPARED BY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

LENGTH 189.78 FEET

PLANS FOR PROPOSED PROJECT

WASHINGTON

JEFFERSON COUNTY

See Sheet A.3

Scale in miles

2 0 2 4 6

APPROVED:

Western Federal Lands Highway Division

Chief of Engineering, DATE

RECOMMENDED:

Olympic National Park

Park Superintendent DATE

NPS Interior Regions 8, 9, 10, and 12

Associate Regional Director, DATE

NEILTON

QUINAULT

LAKE

N O

R

TH

SHORE

R d

OLYMPIC

NATIONAL

FOREST

Quinault

River

WILDERNESS

COLONEL BOBNORWOOD

NFD

R O

A D

E.

F or k Hum pt ul ip s

Ri ve r

N F D R

O A D

F in le y C re e k

B ig C re ek

:5

P

M

N o v e m b e r

T it le S h e e t

N

S c p w w o r k \d

\w a e p o ly m C o v e r S h e e t_

N S

.d g n

PROJECT

NUMBER

SHEET

A.1

NPS DRWG. No. 149/195306 NPS PMIS No. 335200

WA ERFO NPS OLYM 2022-1 (1)

PRELIMINARY - N

OT FOR CONSTRUCTION

BH TP

CUYD

culv.

CUFT

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

min.

MGAL

max.

matl.

M.P.

M.L.

monument minimum thousand gallon maximum material mile post main line

W

RIP

DI

G W G WV

CP GPS

36 31

36 31

N

E

N 1000EL. 1234.56

TP

TP

SEC.

SEC.

NO SCALE

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

AH

ADT

abut.

between bearing bridge balance point bench mark back face back btwn brg.

br.

BP

BM

b.f.

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

NOTE:

1.

on the appropriate plan sheet.

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

W west drwg(s).

dist.

diaph.

dia.

DHV

D exp. jt.

exc.

EW

EQ or eq.

EOP

emb.

elev.

El. 94.16 e.f.

e E expansion joint excavation edge of water equation edge of pavement embankment elevation elevation in feet each face superelevation rate east drawing(s) distance diaphragm diameter design hourly volume diameter galv.

ga.

galvanized gage (gauge) jt.

IE

ID

joint invert elevation inside diameter ftg.

flg.

fin.

f.f.

footing flange finish front face

LW

lt. or LT Ls

LPSM

long.

LNFT

lat.

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

STS

struc.

stiff.

stgr.

std.

STA, Sta.

ST

SS

SRS

SQYD

SQFT

spa.

SLRY

shldr.

sect.

SC

SADT

S 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

KSI

square inch thousand pounds per pvmt.

PT

PST

PSC

PSI

PSF

PS

POT

POS

POC

pl.

PI

PCS

PCC

PC

pavement point of tangent point of spiral to tangent point of spiral to curve pounds per square inch pounds per square foot 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

OHWM

OG

OD

o. to o.

o.c.

ordinary high water mark original ground outside diameter out to out on center

NC

N normal crown north

A A

DI

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

Section Line

Section Corner (Found, Projected)

Control Point (Terrestrial and GPS)

Gas & Water Meter; Gas & Water Valve

Flagpole; Fire Hydrant

Cooking Grate; Garbage Can; Picnic Table

Boulder; Well; Antenna; Grave

Above Ground Tank; Underground Tank

Spot Elevation; Coordinate Grid Tick

Material Source; Bore Hole; Test Pit

Treeline; Individual Trees

Spring or Seep

Section Line 4

Section Corner (Found, Projected) 4

Section Line 16

Section Corner (Found, Projected)16

Property Line

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

BLM Lands Boundary

Indian Reservation Boundary

Existing Roadway (Paved, Gravel)

Railroad

Trail

Fiber Roll

Silt Fence

Sandbag

Intermittent Drainage or Small Creek

Large Creek or River

Lake, Pond or Reservior; Marshland

North Arrow

Slope Stake Limits Top of Cut

Toe of Fill

Construction Limits

Bottom of Ditch

Fence

Gate with Fence

Cattleguard

Guardrail

Concrete Barrier and Guard Wall

Retaining Wall wall face

Signs (single, double post; portable)

Delineators

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Pipe Culvert with Drop Inlet

Box Culvert

Underdrain

Overhead/Above Ground Utilities

Underground Utilities

Light, Support w/Anchor) Poles (Power, Telephone, Joint Use, Miscellaneous Utility Features

Building

Right-of-Way Line

Permanent Easement

Construction Easement

Riprap

- no symbol -

Section A-A

EXISTING PROPOSED

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, TP = telephone pedestal, TV = CATV pedestal,

- no symbol -

11/2001 DETAIL APPROVED FOR USE

6/2022

10/2014 10/2009 1/2007 9/2005 REVISED: 101-1W

WFLHD DETAIL

ABBREVIATIONS

PLAN SYMBOLS AND 3

:4

N o v e m b e r

D e t W

-1 p w

-w o rk \d

\w a -e p -o ly m

-1 p ln s -s y m b a b b s .d g n

DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

NUMBER

SHEET

WA ERFO NPS OLYM 2022-1 (1) A.2

NPS PMIS No. 335200 NPS DRWG. No. 149/195306

01 1 32

Scale in miles

Site 104 - MP 10.2

N

LOCATION MAP

1000 FT

Site 104 - MP 10.2

(Lat. 47.535793, Long. -123.758372)

Site 104 - MP 10.2

Quinault River

Q u in a u lt R ive r

South Shore Rd.

LAKE QUINAULT

Qui na ul t

R iv e r

OLYMPIC

NATIONAL

FOREST

WILDERNESS

COLONEL BOB

N O

RTH

SHORE ROAD

F in le y C re e k

B ig C re e k

E a s t

F o rk

H u m p tu li p s

Riv er

W e st

Fo rk

Hum pt ul ips

River

Big Cr ee k

N F D

R o a d

North Shore Rd.

:2

N o v e m b e r

V ic in it y M a p

N o rt h S h o re p w w o r k

\d

\w a e p o ly m v ic in it y m a p

.d g n

VICINITY MAP

PROJECT

A.3

NPS PMIS No. 335200 NPS DRWG. No. 149/195306

WA ERFO NPS OLYM 2022-1 (1)

LC

Existing ground

Existing ground details bank stabilization

See Sheet F.2 for

Traveled lane Traveled lane

6-inch compacted depth

Roadway aggregate, method 2, 101+47.00 to 103+36.78

"MAIN 01"

1:

10'10' li m it

C o n s tr u c ti o n

Turf establishment

2% Crown2% Crown

:3

A

N o v e m b e r

T y p ic a l

S e c ti o n p w w o r k

\d

\w a n p o ly m ty p ic a l-s e c ti o n

.d g n

TYPICAL SECTION

PROJECT

NUMBER

SHEET

WA ERFO NPS OLYM 2022-1 (1) C.1

PROJECT UNITS : International Foot

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER

NORTH EAST ELEVATION LATITUDE LONGITUDE

ELLIPSOID

HEIGHT

COMBINED

FACTOR

DESCRIPTION NOTE:

23201 209267.514 918303.871 279.622 47°32'09.896004"N 123°45'26.485172"W 208.6436 0.999983497 5/8" ir w/fhwa alum cap 1.

23202 209359.933 918542.561 278.640 47°32'10.896932"N 123°45'23.060215"W 207.6916 0.999983494 5/8" ir w/fhwa alum cap

23203 209409.701 918737.123 279.713 47°32'11.460665"N 123°45'20.254279"W 208.775 0.999983414 hub&tack

23204 209437.137 918877.078 278.965 47°32'11.783678"N 123°45'18.231237"W 208.0341 0.999983434 hub&tack

23205 209460.958 919079.808 279.155 47°32'12.094541"N 123°45'15.291968"W 208.2337 0.999983409 5/8" ir w/fhwa alum cap

23206 209535.536 919396.157 281.466 47°32'12.948496"N 123°45'10.726061"W 210.5609 0.999983256 5/8" ir w/fhwa alum cap

PROJECT :NPS ERFO Repairs 2022 Big Creek Culvert DATE OF FIELD WORK :April 2023

DATE OF FINAL ADJUSTMENT :4/18/2023

COORDINATE SYSTEM : Washington North SPCS NAD83 2011 VERTICAL DATUM : Orthometric elevations based on the NAVD88 GEOID18

EPOCH DATE : 2010.0000

CADD COORDINATE SYSTEM :WA83/2011-NIF NSRS11(NAD83/2011) Washington, North Zone, International foot

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

\O

LY

M N

PS

E

R

FO

R E

PA

IR

S

\N or th

S h or e (B ig C re ek

P ac ka g e\

D

-N ov -2

:1

W

FL

H D

S u rv ey

W

FL

H

D S u rv ey

D es ig n ed b y:

C h ec ke d b y:

PROJECT

D.1

SHEET

NUMBER

WA ERFO NPS OLYM 2022-1 (1)

SURVEY CONTROL

NPS PMIS No. 335200 NPS DRWG. No. 149/195306

:3

N o v e m b e r

E A

R T

H W

O R

K S

U M

M A

R Y p w w o r k

\d

\w a e p o ly m to q .d g n

SHEET 1 OF 2

TABULATION OF QUANTITIES

PROJECT

NUMBER

SHEET

WA ERFO NPS OLYM 2022-1 (1) D.2

:5

N o v e m b e r

T A

B U

L A

T

IO

N O

F R

O A

D W

A Y

Q U

A N

T

IT

IE

p w w o r k

\d

\w a e p o ly m to q .d g n

SHEET 2 OF 2

TABULATION OF QUANTITIES

PROJECT

NUMBER

SHEET

WA ERFO NPS OLYM 2022-1 (1) D.3

N71°35'35" E

PI 101+17.64

Δ = 03°17'15" (RT)

R = 2,023.46' T = 58.07' L = 116.10' e = N/A

PI 102+44.12

Δ = 08°48'28" (LT)

R = 888.68' T = 68.44' L = 136.61' e = N/A

A P P

R O

X

IM

A T

E L

O C

A T

IO

N

" C

M P

A P P

R O

X

IM

A T

E L

O C

A T

IO

N

" C

M P

" C

M P

" C

M P

N

BEGIN CONSTRUCTION

BEGIN PROJECT/

END CONSTRUCTION

END PROJECT/

to be constructed "MAIN 01" Line

Construction limit limit Slope stake of gravel Proposed edge of gravel Proposed edge limit Slope stake

(match existing) Profile grade

Existing ground

99+50 100+00100+00 100+50 101+00 101+50 102+00 102+50 103+00 103+50 104+00 104+50 105+00

270 270

272 272

274 274

276 276

278 278

280 280

282 282

284 284

286 286

.4

.1

"MAIN 01" 101+47.00

"MAIN 01" 103+36.78

E= 918720.2762 N= 209386.8745

E= 918904.1821 N= 209432.4949

NORTH SHORE ROAD

:2

N o v e m b e r

M

A

IN

P la n

S h e e t] p w

-w o rk \d

\w a -e p -o ly m

-1 p ln

-p ro fi le

.d g n

PROJECT

D.4

WA ERFO NPS OLYM 2022-1 (1)

:4

N o v e m b e r

T A

B U

L A

T

IO

N O

F E

C Q

U A

N T

IT

IE

p w w o r k

\d

\w a e p o ly m to q .d g n

CONTROL QUANTITIES

TABULATION OF EROSION

PROJECT

NUMBER

SHEET

WA ERFO NPS OLYM 2022-1 (1) E.1

P T

.2

P C

.5

P R

C

.6

P C

.2

CP

23202

GPS

23204

CP

23205

GPS

23203

N

BEGIN CONSTRUCTION

BEGIN PROJECT/

END CONSTRUCTION

END PROJECT/

Fiber roll

Install SEC, of gravel

Proposed edge limit

Slope stake of gravel

Proposed edge

Ordinary high water: 277.5'Protect vegetation

Temporary stream diversion

Install SEC, jams

Existing log Ordinary high water: 277.5'

Ordinary high water: 277.5' channel

Excavated diversion

Construction limit

SEC

LEGEND:

See Sheet E.4 for details

Soil Erosion Control, Fiber Roll.

Soil Erosion Control

Soil Erosion Control, Temporary Stream Diversion

Water Flow Direction

"MAIN 01" 101+47.00

"MAIN 01" 103+36.78

by CO to construct diversion channel.

2. Remove portions of existing log jams as directed the time of construction.

is determined to be needed to plug leaks during methods of the contractor and where the most material gravel bar is entirely subject to the means and height of the excavated gravel material left on the so no berms or gravel piles remain. The width and the sacks are removed, but must be spread uniformly will be left on the bar after work is complete and super sacks/sand bags. The excavated gravel used to form the diversion berm and fill the material excavated from gravel bar will be

1. The length of the diversion berm is 350 ft, NOTE:

:3

N o v e m b e r

M A

I N

P la n

S h e t] p w w o r k

\d

\w a e p o ly m e c .d g n

CONTROL PLAN

DIVERSION & EROSION

PROJECT

NUMBER

SHEET

WA ERFO NPS OLYM 2022-1 (1) E.2

m in

4'-6" min.

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

NO SCALE

Existing ground

Water surface elevation

OPTION B

OPTION A

Sandbag (typ.)

Sandbag (typ.)

Portable water bladder

Water surface elevation

Existing abutment or pier elevation (min.)

Top of berm

Existing ground at time of construction

Diverted water level

Limit of work zone at time of construction

Diverted water level

(anchoring method to be approved)

Waterproof membrane stream flow side of diversion berm.

Impervious sheeting. Place on elevation (min.)

Top of berm manufacturer's recommendations.

handling bags. Fill and place per

Machine-placed large material temporary diversion berm.

extent practicable when placing existing streambed material to the

Minimize leveling or trenching of sandbags (as needed)

Hand-placed streambed grade

Existing elevation

Water surface

OPTION C

NPS PMIS No. 335200 NPS DRWG. No. 149/195306

NOTE:

5.

4.

3.

2.

1.

membrane

Waterproof discretion.

Use as needed when constructing the isolation barrier, per CO 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

:4

N o v e m b e r

T e m p o r a r y D iv e r s io n B e r m

M e th o d s p w w o r k \d

\w a e p o ly m te m p d iv e r s io n .d g n

METHODS

TEMPORARY DIVERSION BERM

PROJECT

NUMBER

E.3

WA ERFO NPS OLYM 2022-1 (1)

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

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

FIBER ROLL

(FT)

(FT)

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:

WFLHD DETAIL

DETAIL APPROVED FOR USE 10/2014

7/2016 REVISED:

157-21W

:4

N o v e m b e r

D e t

W p w w o r k \d

\w a e p o ly m f ib e r r o ll s .d g n

DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

E.4

WA ERFO NPS OLYM 2022-1 (1)

:5

N o v e m b e r

T A

B U

L A

T

IO

N O

F B

A N

K S

T

B p w w o r k

\d

\w a e p o ly m to q .d g n

STABILIZATION QUANTITIES

TABULATION OF BANK

PROJECT

NUMBER

SHEET

WA ERFO NPS OLYM 2022-1 (1) F.1

N71°45'51"E

[2]

Untreated timber pile

20' length (18 EACH)

18" to 24" dia., 24' lengths (432 LNFT)

18" to 24" dia. , minimum

Mitigation, log barrier

(see typical)

3 foot spacing

Plantings (Government Furnished) streambed material

Backfill with conserved method A, class 5

Placed riprap, :1

1:

1.

El. 268.0

Grading control point debris (2' min.) over logs

Place coarse woody class 1, type B

Geotextile filter, Grading control point

El. 278.5

Existing ground

[1]

(18 EACH)

25' length including root wad

18" to 24" diameter - DBH

Mitigation, root wad

48" Culverts

NORTH SHORE ROAD

FOOTNOTE:

Refer to SCR 648.03[3]

Untreated timber pile: Cut conical shoe on log pile if required.[2]

Maximize trunk embedment, but allow the rootwad end to project into flow from bank line.[1]

[3] together with chains to timber pile and log barrier

Wrap mitigation root wad

Finish Contour Existing Contour method A, class 5

Placed riprap, 24' lengths (432 LNFT)

18" to 24" dia. , minimum

Mitigation, log barrier

[1]

(18 EACH)

25' length including root wad

18" to 24" diameter - DBH

Mitigation, root wad

[2]

Untreated timber pile

20' length (18 EACH)

18" to 24" dia., BIG CREEK

N

5'

7'

A

A

SECTION A-A

See typical below

Plantings (Government furnished)

Coarse woody debris

NO SCALE

Rootball fan

T r u n k d ia a t c u t e n d

Trunk length

ROOTWAD DIAGRAM

d ia m e te r

' m in

6'

PLANTING DIAGRAM

Space every 3'

Elevation: 278.50

Offset: -29.0650

Station: 101+47.26

Riprap

Elevation: 279.1344

Offset: -27.3946

Station: 103+40.81

Corner of excavation limits

Elevation: 278.50

Offset: -26.5639

Station: 103+38.87

Riprap

Elevation: 278.50

Offset: -10.0000

Station: 103+17.06

Riprap

Elevation: 278.50

Offset: -9.9961

Station: 101+79.49

Riprap

No plantings in vicinity of culverts.

width away from culverts.

Avoid excavation at least 1 culvert

Leave existing culverts in place.

Existing Ordinary High Water: 277.5 feet from upstream edge on surface of rip rap 3 feet

Place root wads (3 EACH)

Mitigation, root wad

LC

Ordinary high water: 277.5 ft

PLAN

270'

270'

:1

N o v e m b e r

P la n P la n

S h e t p w

-w o rk \d

\W

A -E

R F

O

N P

S

O L

Y M

P la n .d g n

GRADING PLAN AND DETAILS

BANK STABILIZATION

PROJECT

NUMBER

SHEET

F.2

NPS PMIS No. 335200 NPS DRWG. No. 149/195306

WA ERFO NPS OLYM 2022-1 (1)

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TRAFFIC CONTROL QUANTITIES

TABULATION OF TEMPORARY

PROJECT

NUMBER

SHEET

WA ERFO NPS OLYM 2022-1 (1) G.1

ROAD

CLOSED

CLOSED

ROAD

AHEAD

WORK

ROAD

AHEAD

message sign portable changeable

Temporary traffic control, message sign portable changeable

Temporary traffic control, BARRICADE, TYPE 3

ROAD CLOSED

TO

THRU TRAFFIC

ROAD

CLOSED

ROAD CLOSED

TO

THRU TRAFFIC

PROJECT LOCATION

BARRICADE, TYPE 3

ROAD

CLOSED

ROAD

CLOSED

NORTH

SHORE

ROAD

LAKE QUINAULT

S O

U

TH

S

H O

R E R

O A D

Scale in miles

00.5 0.5 1 1.5

W20-3

W20-3

R11-2

R11-4

R11-2

R11-4

See Sheet A.3

N F

D R o a d

Ingram Rd

H aa s

R d

R11-2

R11-2

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CLOSURE SIGNING

CONTROL ROAD

TEMPORARY TRAFFIC

PROJECT

NUMBER

SHEET

WA ERFO NPS OLYM 2022-1 (1) G.2

ROAD WORK

END

WORK

ROAD

AHEAD

ROAD NAME

WORK

ROAD

AHEAD

ROAD WORK

END

WORK

ROAD

xxxxx

WORK

ROAD

xxxxxxx

ROAD WORK

NEXT xx MILES

WORK

ROAD

AHEAD

xx

MPH

ROAD NAME

ROAD WORK

END

WORK

ROAD

xxxxxxx

ROAD WORK

END

xx

MPH

WORK

ROAD

xxxxxxx

ROAD WORK

NEXT xx MILES

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

ROAD TYPE

DISTANCE BETWEEN

A B C

NOTE:

M in o r R o a d

M a jo r R o a

C

B as de ter mi ne d b y t he C

O

Wor k z on e A re a o f I nfl ue nc

(S ee S ign S pa cin g T ab le)

ADVANCE W

ARNI

NG

AREA

(S ee S ign S pa cin g T ab le)

ADVANCE W

ARNI

NG

AREA

A

B

C

A

A

A

A

Pr oje ct Lim its

See Note 8 W16-8P W20-1 over

W20-1

G20-2

See Note 9 W20-1

See Note 9 W20-1

(optional) W13-1P

See Note 10 G20-1

G20-2

See Note 8 W16-8P W20-1 over

G20-2

G20-2

See Note 9 W20-1

See Note 9 W20-1

(optional) W13-1P

See Note 10 G20-1 specify the distance to the work area in feet or in miles. Install an The message on the W20-1 signs may be ROAD WORK AHEAD or may roads only).

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

Cover post-mounted signs when not applicable.

Do not store traffic control devices along the roadway when not in use.

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

Ensure all sign supports exposed to traffic are crashworthy.

construction area.

needed to indicate a maximum recommended speed through the Install advisory speed plaques under the W20 series warning signs as messages as required.

signs, locate the warning signs to fit field conditions as approved. Vary Where advance warning signs, placed as shown, interfere with permanent operations.

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

Erect all project advance warning signs before starting construction work.

State standards may be used as an alternative if approved.

verify that an encroachment permit has been obtained.

If signing on a roadway under a jurisdiction other than the client agency, nearest whole mile.

at each end of the project. Show the distance on the G20-1 sign to the

Ro ad N ame

SIGN SPACING TABLE

For work zones that are 2 miles or more in length, install G20-1 signs

Sign Spacing Table.

When used, place the two W20-1 signs "B" feet apart according to the additional W20-1 sign when approach speeds exceed 50 mph.

Expressway / Freeway

NO SCALE

SIGNS IN FEET

Rural greater than 50 mph

Urban and Rural 35 mph to 50 mph

Urban and Rural 30 mph and less

ADVANCE SIGNING

TEMPORARY TRAFFIC CONTROL

635-1

FP-24, FP-14

2/2024

FLH STANDARD

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OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

APPROVED FOR USE

PROJECT

NUMBER

SHEET

WA ERFO NPS OLYM 2022-1 (1) G.3

See post detail (typ.)

Breakaway holes

See table for hole size parallel to sign face.

Field drill holes through post

Bottom of sign panel

Post�

Local tangent

< 10

" diameter4 1Attach sign panels with a minimum of two a minimum lateral distance of 1 ft behind the face of lateral offset of 2 ft may be used. In areas with curbs, 6" x 6" or larger.

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

use 7 ft minimum mounting height for main sign

NOTE:

90°

93°

WOOD POST SELECTION TABLE

X X

0.75X

H

H

X

0.2X0.6X 0.2X

Y

H

D

H

D

H

D

Long side of post

D

7.

6.

5.

4.

3.

2.

1.

In areas where lateral distance is limited, a minimum

D = Post embedment depth for average soil conditions.

Select post lengths to fit field conditions.

H1 and H2 = Overall post length.

bolts per post.

In pedestrian locations, or in areas with obstructed views, the curb may be used.

SINGLE POST SIGN TWO POST SIGN

SIGN INSTALLATION ANGLE

POST DETAIL

E d g e o f s h o u ld e r

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

State standards may be used as an alternative if approved.

S e e N o te m in

S e e N o te m in

See Note 4

6' - 12'

On tangent alignment

200'

"X"

WIDTH AREA

OF POSTS

NUMBER POST SIZE D HOLE SIZE

(SQFT)

Other Shapes ≤ 48" Diamond ≤ 36"

Other Shapes ≤ 12' Diamond ≤ 48"

(INCH) (INCH) (INCH)

Diamond ≤ 48"

65 - 95

65 - 95

50 - 65

50 - 65

20 - 50

10 - 20

10 - 20

> 30'

> 17'

12' - 16'

> 13'

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

1.5

1.5

1.5

1.5

WOOD POSTS

SIGN INSTALLATION

TEMPORARY TRAFFIC CONTROL

635-14

FP-24, FP-14

2/2024

FLH STANDARD

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OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

APPROVED FOR USE

PROJECT

NUMBER

SHEET

WA ERFO NPS OLYM 2022-1 (1) G.4

Existing embankment

INSTALLATION DETAILS

WILLOW AND COTTONWOOD

OHWOHW

2'-0" 8'-0"

NO SCALE

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PROJECT

NUMBER

SHEET

WA ERFO NPS OLYM 2022-1(1) H.1

Stream bottomStream bottom

Set hingeline at OHW trench method

Pole plantings, trench method single group or

Pole plantings, Bank toe at OHW thoroughly with water the ball of earth by soaking it

Settle the loose soil around or outside ball

3.

2.

1.

BALLED AND BURLAPPED TREES AND SHRUBS

METHOD OF PLANTING CONTAINER OR

AND METHOD OF GUYING DECIDUOUS TREES

METHOD OF PLANTING BARE ROOT TREES AND SHRUBS

METHOD OF STAKING

x 6' dia.

Place mulch around base of all trees and shrubs, 4" deep or Pine stakes.

Provide construction grade, rough or dressed Douglas Fir hose and wire guying.

Approved commerical plant ties may be used in lieu of anchors driven firmly into the ground wood stakes or approved metal galvanized wire and scarify sides to prevent sealing

Roughen subsoil in bottom of hole as it stood in nursery level to the natural ground

Set plant in hole same the center point the tree and twisted at two-thirds the height of trunk at least equal to

Wire anchored from the marker conspicuous

Approved deciduous trees where required

Wrapping material on

Depression to collect water completely saturated and filled on top until all voids are the roots by pouring water roots. Soak the topsoil around

Work topsoil carefully around

Place roots in natural position.

and scarify sides to prevent sealing

Roughen subsoil in bottom of hole

Prune any broken roots prior to placing around roots conditioner and throughly mixed

Topsoil mixed with specified soil deciduous trees where required

Wrapping material on

Topsoil to collect water around plant on level ground or slope container or ball diameter

Make a depression twice the prior to placing around ball conditioner and throughly mixed

Topsoil mixed with specified soil down upper half of burlap

Cut bindings, and peel

Place mulch as directed

Trees and shrubs.

stood in nursery or container to the natural ground as it

Set plant in hole same level wrapping paper under hose plastic hose with tree, nylon, rubber or reinforced

1/2" dia. 12" long driven prior to backfilling

2" x 2" wood stake wrapping paper under hose or reinforced plastic hose with tree, 1/2" dia. x 12" long nylon, rubber, at which ties are to be made

Cut stake off about 12" above the point ground and stapled or tied to the stake.

a point two-thirds the height of tree above approved plastic ties tied to the tree at

14 gage or heavier galvanized wire or a b o u t tw o th ir d s t h e h e ig h t o f t h e t r e e g u y c a b le s r e q u ir e d indicated by dotted lines. Do not cut leader

For bare root trees and shrubs, prune for nursery stock and3 branches about for collected material as 2 about

12" max., 6" min.

around planted tree.

perimeter consisting of slash, to base of plant. Install a 8'

Mulch to a depth of 4" feather around planted tree.

perimeter consisting of slash, to base of plant. Install a 8'

Mulch to a depth of 4" feather

NOTE:

PLANTING METHODS

TREES AND SHRUBS

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PROJECT

H.2

WA ERFO NPS OLYM 2022-1(1)