Spruce_Trail_!00__Submittal-revised_5-11-17.pdf

0026659

P R

O F

E S

SIONAL E

NG

IN

E E

R

S T A T

E

OFWASHIN

G

T O

N

B R

Y

A N

J. HUSC

H K

A

R E

GISTERE

D

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

TYPE OF CONSTRUCTION:

DESIGN DESIGNATION:

SPECIFICATION:

Project Location

PLANS FOR PROPOSED PROJECT

WASHINGTON

CLALLAM COUNTY

PROJECT MANAGER

PLANS PREPARED BY

COMMITMENT TO EXCELLENCE

FEDERAL LANDS HIGHWAY

NATIONAL

PARK

SERVICE

Department of the Interior

N

Scale in miles

403020100510

PROJECT SITE

SEE VICINITY MAP

OLYMPIC NATIONAL PARK

NATIONAL PARK SERVICE

U. S. DEPARTMENT OF THE INTERIOR

A.1

STATE PROJECT

NUMBER

SHEET

WA

NPS OLYM 2016(1)

KIRK LOFTSGAARDEN

La Push Forks

BREMERTON

Sequim

Ozette

Quilcene

Brinnon

Hoodsport

Union

Belfair

MOUNT

OLYMPUS

A

C I F I

C

O

E A

N

OLYMPIC

NATIONAL

PARK

OLYMPIC

NATIONAL

FOREST

OLYMPIC

NATIONAL

FOREST

OLYMPIC

NATIONAL

FOREST

OLYMPIC

NATIONAL

FOREST

OLYMPIC

NATIONAL

PARK

OLYMPIC

NATIONAL

PARK

O. N. F.

Quinault

Strait of Juan de Fuca

C a n a l

Hood

TOWNSEND

PORT

ANGELES

PORT

Lake

Quinault

Cushman

Lake

Mills

Lake Crescent

Lake

Lake

Ozette

Bay

Neah

Bay

Clallam112

WA NPS OLYM 2016(1)

drainage, and aggregate base

Excavation and embankment, APPROVED:

DATE

DATE

Olympic National Park

Superintendent, Western Federal Lands Highway Division

Chief of Engineering, SEGMENT A

SPRUCE RAILROAD TRAIL

Projects, FP-14 of Roads and Bridges on Federal Highway

Standard Specifications for Construction

V = 15 MPH

ADT 2037 = LOW

ADT 2017 = LOW

NPS Drwg. No.

LENGTH 0.824 MILES

U

S S u r

D

J D

C S P r o je c ts T

R N

W F L S p r u c e

T r l\

C

A D G I S C

A D S

H E

E T S o ly m a a .d g n

M a y

4/28/17

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE 11/2001

W101-1

AND ABBREVIATIONS

PLAN SYMBOLS

NUMBER

SHEET

STATE

A.2

PROJECT

U.S. CUSTOMARY DETAIL

DETAIL

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

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

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 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)

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 mon.

min.

MGAL

max.

matl.

monument minimum thousand gallon maximum material 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

CL

mile post main line

M.P.

M.L.

NOTE:

on the appropriate plan sheet.

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

BH

CP GPS

JH

TP

DI

36 31

6 1

36 31

6 1

SEC.

SEC.

EL. 1234.56

N

E

RIP

G G

W W

DI

T T

NO SCALE

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

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

wall face

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

Top of Cut

Toe of Fill

Transition

N

NPS Drwg. No. 149/60519

U

S

J D

C S P r o je c ts T

R N

W F L S p r u c e

T r l\

C

A D G I S C

A D S

H E

E T S o ly m a b .d g n

A p r il

~ 20 miles

To Port Angeles

0 12

N

OLYMPIC NATIONAL PARK

Piedmont

Crescent

Harrigan Pt.

Devil Pt.

Santoga Pt.

Hammer Pt.

Sledge

Barnes Pt.

Maple Pt.

Neagle Pt.OvingtonCedar Pt.

Lapoel Pt.

Meldrim Pt.

Eagle Pt.

Thompson Pt.Fairholm

Olympic Hi gh way

L A K E C R E S C E N T

Boundary C re ek

R iv e r

L y r e

P ie d m o n t

R o a d

OLYMPIC NATIONAL FOREST

Bridge

Olympic

Highway

Barnes Creek

S m it h

C re e k

A u r o r a

C r e e k

L a p o e l

C r e e k

Station

Ranger Pit

Garvel

Station

Ranger

E. Beach Rd.

NATIONAL PARK

OLYMPIC

.dR hc ae

B .

E

VICINITY MAP

OLYMPIC NATIONAL PARK

A.3

STATE PROJECT

BEGIN PROJECT

F a lls

Creek

LYRE RIVER PARKING AREA

END PROJECT

E: 909065.652

N: 403804.741

10+51.00

SPRUCE RAILROAD TRAIL

E: 913007.484

N: 402406.443

54+00.00

SPRUCE RAILROAD TRAIL

Scale in miles

U

S S u r ft

D

D

C S P r o je c ts T

R N

W F L S p r u c e

T r l\

C

A D G I S C

A D S

H E

E T S o ly m a c .d g n a y

Sheet and Description

Section C Section D Section E Section G Section H

Typical Section

Trail Plan & Profile

Erosion Control Drainage

Temporary Traffic Control

ALLOWANCE Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

A0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 3,023 77 3,100

A0140 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 462 38 500

A0160 20101-0000 CLEARING AND GRUBBING ACRE 2.4 2.4

A0180 20220-1000 REMOVAL, INDIVIDUAL TREE EACH 29 1 30

A0200 20301-1900 REMOVAL OF PIPE CULVERT EACH 3 3

A0220 20401-0000 ROADWAY EXCAVATION CUYD 2,740 280 3,020

A0240 20403-0000 UNCLASSIFIED BORROW CUYD 1,242 98 1,340

A0260 20701-0100 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE

A (NONWOVEN) SQYD 8,411 78 61 8,550

A0280 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 CUYD 638 24 58 720

A0300 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 3,165 135 3,300

A0320 60201-0800 24-INCH PIPE CULVERT LNFT 197 197

A0340 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT EACH 12 12

A0360 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 20 20

A0380 62201-3150 HYDRAULIC EXCAVATOR, CRAWLER MOUNTED, 1.0 CUBIC

YARD MINIMUM CAPACITY WITH THUMB ATTACHMENT HOUR 20 20

A0400 62301-0000 GENERAL LABOR HOUR 40 40

A0420 62405-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH SQYD 6,424 76 6,500

A0440 62515-1000 MULCHING, DRY METHOD, CHIP DEBRIS, 4-INCH DEPTH ACRE 1.2 0.1 1.3

A0460 62515-3000 MULCHING, HYDRAULIC METHOD, BONDED FIBER MATRIX ACRE 0.2 0.1 0.3

A0480 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL ALL

A0500 64703-1000 MITIGATION, LANDSCAPING LOG EACH 35 35

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated Quantity

-M ay -2

3:

P M

J:

\D

C S \P ro je ct s\

TR

N

\6

4_ W

FL

S pr uc eT rl \9

-C

A D

-G

IS

\9

-C A D

\2 0-

S H

EE

TS

ol ym

_b a.

xl sx

]S he et

STATE PROJECT

B.1NPS OLYM 2016(1)WA

,s pih c d oo w ;l ios pot devr esnoC

TYPICAL SECTIONS

NO SCALE

SQYD20701-0100

SLOPE TABLE

STATION LIMITS SLOPE

15+20 - 15+60, RT

16+40 - 16+80, RT

30+20 - 31+20, RT

41+40 - 41+80, RT

49+40 - 49+60, RT

1:1

1:1

1:1

1:1.5

1:1.5

1:1.5

1:1.5

1:1.5

1:1.5

1:1.5

STATION LIMITS DEPTH

13+40 - 14+40, LT

DITCH DEPTH TABLE

1'

14+60 - 15+25, LT 2'

23+60 - 24+60, RT 1'

PAVEMENT STRUCTURE QUANTITES

ITEM DESCRIPTION QUANTITY UNITS

VALUE

ESTIMATING

25101-0200 CUYD638

30202-2000 ROADWAY AGGREGATE, METHOD 2 3,165 TON 1.85 TON/CUYD

17+40 - 17+60, LT 0'

12+60, RT

14+60, RT

1:1.5

47+00, RT

49+00, RT

PLACED RIPRAP, METHOD A, CLASS 2

B

H u s c h k a

T

L

C h e c k e d b y

D e s ig n e d b y

13+60 - 14+20, RT 1'

15+80 - 16+20, LT 1'

11+80 - 12+40, RT

1:1

15+80, RT 1:1.5

19+60 - 19+80, RT

20+40 - 20+80, RT

1:1.545+60, RT

47+20 - 47+40, RT

50+40 - 51+00, RT 1:1

51+40 - 51+80, RT 1:1

51+20, RT 1:1.5

25+20 - 25+60, LT 2'

1:1.5

40+40 - 40+50, LT 3'

51+75, LT 2.5'

GEOTEXTILE, CLASS 1, TYPE A, NONWOVEN

SEPARATION-STABILIZATION

C.1

STATE PROJECT

M a y

U

S S u r ft

D

C S P r o je c ts T

R N

W F L S p r u c e

T r l\

C

A D G I S C

A D S

H E

E T S o ly m c a .d g n

See Slope Bench Detail on sheet C.2.

Sta 16+20 to 16+60 ditch depth varies from 1' to 0.5'.

section.

Edge of trail matches existing ground, no fill slope or ditch flows back station.

Sta 15+25 to 15+80, Lt. ditch depth varies from 2' to 1'. Ditch station limits unless otherwise noted.

Ditch depths and slopes transition 20' before and 20' after

Sta 51+75 to 52+00, Lt. ditch depth varies from 2.5' to 0.5'.

Sta 51+60 to 51+75, Lt. ditch depth varies from 0' to 2.5'.

See ditch depth table.

In cut section, ditch depth is 6" unless otherwise noted.

Slope is 1:2 unless otherwise noted. See slope table.

LC

C le a r in g l im it

C le a r in g l im it

5'-0"

Profile grade

1:2

6'-4"

Conserved topsoil; wood chips, or bonded fiber matrix

Existing ground

8" 8"

6'-4"

SPRUCE RAILROAD TRAIL

FOOTNOTES:

1:1 ty p

E d g e o f g r a v e l ty p li m it s

C o n s tr u c ti o n

1.5% Cross slope 1.5% Cross slope

Lake water

Existing ground/

9 inch compacted depth

Roadway aggregate method 2, Unclassified borrow

C le a r in g l im it 5'-0"

Co ns er ve d t op so il;

woo d c hip s, or bo nd ed fib er m atr ix ty p li m it s

C o n s tr u c ti o n

40+40.00 to 54+00.00

10+51.00 to 36+30.00 xir ta m r ebif de dno b ro

C le a r in g l im it

1:

1:2 ground

Existing

,spihc doow ;liospot devresnoC xirtam rebif dednob ro

Existing ground

53+20.00 to 53+80.00

52+40.00 to 52+80.00

23+60.00 to 24+60.00

21+40.00 to 22+00.00

13+60.00 to 14+40.00

10+55.00 to 10+80.00

40+60.00 to 47+00.00

34+60.00 to 36+20.00

29+80.00 to 32+40.00

25+80.00 to 27+40.00

19+00.00 to 24+40.00

11+20.00

Existing ground

1.5% Slope

49+20.00

48+80.00

47+60.00 to 47+80.00

32+40.00 to 34+00.00 class I, type A, nonwoven

Separation-stabilization geotextile, 1:2

47+00.00 to 54+00.00

Existing ground rock slope

Existing

1:1 to be removed

Existing talus

LEFT SIDE WITHOUT DITCH

LEFT SIDE TALUS

RIGHT SIDE WITH DITCH

RIGHT SIDE DAYLIGHT

TYPICAL SECTIONS

H u s c h

C h e c k e d b y

D e s ig n e d b y

C.2

M a y

U

S S u r ft

D

C S P r o je c ts T

R N

W F L S p r u c e

T r l\

C

A D G I S C

A D S

H E

E T S o ly m c b .d g n as directed by Contracting Officer (CO).

at Breast Height (DBH) or greater, complete rounding

If slope rounding will impact tree 12-inches Diameter proportionally.

dimension and reduce the front slope rounding distance

For cut heights less than "D" reduce "D" to the cut height bench. Avoid encroachment into water.

Limit construction area to minimum necessary to construct

1:2

RIPRAP UNDER SPRUCE RAILROAD TRAIL

36+30.00 to 40+40.00

1:1.5

ROUNDING DETAIL

CUT SLOPE

ROUNDING DETAIL

FILL SLOPE

2 3

Variable

D

C le a r in g l im it

5'-0' 5'-0"

0.25 D

Existing ground

Slope stake

C le a r in g l im it

0.25 D

Slope stake

Existing ground

10'-0'

5'-0" 5'-0"

FOOTNOTES:

LC

Profile grade

1:2

6'-4"

Existing ground

9 inch compacted depth

Roadway aggregate method 2, 6'-4" ty p

E d g e o f g r a v e l

1.5% Cross slope

1.5% Cross slope

1.5% Cross slope class 2, 2 foot min depth

Placed riprap, method A, 1:1.5

1:2

1:1.5 1:

1.5

1.5% Cross slope

Existing ground

Existing ground

40+20.00

39+40.00 to 39+80.00

Placed riprap, method A, class 2 class I, type A, nonwoven

Separation-stabilization geotextile, :1

2'

4'

Existing ground

Bench

Typ

T y p class I, type A, nonwoven

Separation-stabilization geotextile, 9 inch compacted depth

Roadway aggregate method 2, V a r ie s

Placed riprap, method A, class 2

DETAIL

BENCH SLOPE

-1.55% V

I

.0

E L

.7

K=222

100' VC

-2.00%

V P I

.0

E L

.3

10+00 11+00 12+00 13+00 14+00 15+00 16+00

SHEET

N

UNITS

ACRE

EACH

CUYD

CUYD1,242

2.4

QUANTITY

PLAN AND PROFILE QUANTITES

DESCRIPTION

CLEARING AND GRUBBING

REMOVAL, INDIVIDUAL TREE

ROADWAY EXCAVATION

UNCLASSIFIED BORROW20403-0000

20401-0000

20220-1000

20101-0000

ITEM

2,740

NOTES:

H u s c h

C h e c k e d b y

D e s ig n e d b y road.

to construct and remove equipment access

5. Equipment and labor hours will be used directed by the C.O..

construction is completed unless otherwise restored to original condition after

4. Equipment access to be removed and approved by C.O. prior to construction.

3. Equipment access location shall be for inspection vehicles.

construction equipment /trucks and

2. Equipment access shall be designed for and trees larger than 11 inch diameter.

minimize impact to existing culverts

1. Equipment access to be constructed to

D.1

STATE PROJECT

M a y

U

S S u r ft

D

C S P r o je c ts T

R N

W F L S p r u c e

T r l\

C

A D G I S C

A D S

H E

E T S o ly m fa .d g n

BEGIN PROJECT

El: 682.34'

E: 909065.652

N: 403804.741

10+51.00

WA NPS OLYM 2016(1)

Edge of gravel

Railroad Trail sign

Existing Spruce

Olympic Discovery Trail

Existing asphalt path

Existing dirt foot path

Existing 12" A.D.S.

Profile grade

Existing ground

Construction limits

Construction limits

(See sheet F.2)

Sta. 15+25.00 with end sections

24" Pipe culvert

(See sheet F.2)

Sta. 15+25.00 with end sections

24" Pipe culvert

Existing gravel/dirt road equipment access

Approximate to 2 feet below trail surface shall be partially removed

Existing concrete structure

CUYD

EXC.

CUYD

EMB.

CP64

CP65

FILLED WITH DIRT. POSSIBLE

DRYWELL

3' DIA. CONC. STRUCTURE

N83°59'0 4"E

S88°02'49"E N88°05'31"E

P .S .C . 1

.5

P .C .S . 1

.6

P .S .T . 1

.6

P .T .S . 1

.5

P .C . 1

.8

P .T . 1

.9

P .O .B . 1

.0

40' Sp L = 99.08' T = 49.58' R = 1000'

∆ = 05°40'37"(R T)

L = 202.17'

T = 101.12'

R = 3000'

∆ = 03°51'40"(LT)

16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00

680690

SHEET

30+00

N

D.2

A p r il

U

S S u r ft

D

C S P r o je c ts T

R N

W F L S p r u c e

T r l\

C

A D G I S C

A D S

H E

E T S o ly m fb .d g n

CUYD

EXC.

CUYD

EMB.

620 620

H u s c h

C h e c k e d b y

D e s ig n e d b y

-2.00%

E L

.3

V P I

.0

K=100

100' VC

-1.00% E

L

.8

V P I

.0

K=59

100' VC

-2.70%

K=59

100' VC

-1.00%

V P I

.0

E L

.3

K=67

100' VC

V P I

.0

E L

.6

Edge of gravel

Profile grade

Existing ground

Construction limits

Construction limits

88 32 51 165

(See sheet F.2)

Sta. 19+74.00 with end sections

24" Pipe culvert

(See sheet F.3)

Sta. 26+20.00 with end sections

24" Pipe culvert

(See sheet F.3)

Sta. 26+60.00 with end sections

24" Pipe culvert

(See sheet F.2)

Sta. 19+74.00 with end sections

24" Pipe culvert to be removed

Existing wood culvert remain for historical value removed, end sections to

Existing wood culvert to be

CP6

CP6

CP6

CP6

CP70

S59°16'15"E

S79°26 '57"E

S39°06'31"E

N88 °05 '31

"E

P .S .C . 1

.0

P .T .S . 1

.0

P .C .S . 1

.3

P .S .T . 2

.3

P .S .C . 2

.6

P .T .S . 2

.6

P .C .S . 2

.9

P .S .T . 2

.9

P .S .C . 2

.5

P .T .S . 2

.5

P .C .S . 2

.5

P .S .T . 2

.5

P .T .S . 3

.0

50' Sp

L = 206.33' T = 105.01' R = 450'

∆ = 26°16'15"(RT)

75' Sp

L = 136.30' T = 68.45' R = 600'

∆ = 13°00'58"(LT)

50' Sp

L = 302.04'

T = 155.78'

R = 500'

∆ = 34°36'39"(RT)

30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00

SHEET

44+0043+00

N D.3

STATE PROJECT

NPS OLYM2016(1)

A p r il

U

S S u r ft

D

C S P r o je c ts T

R N

W F L S p r u c e

T r l\

C

A D G I S C

A D S

H E

E T S o ly m fc .d g n

CUYD

EXC.

CUYD

EMB.

600600

NOTE:

H u s c h

C h e c k e d b y

D e s ig n e d b y

10 feet wide by 80 feet long.

approximately Sta 32+00 to 32+80, approximately

1. As directed by CO, construct widened area from

K=57

100' VC

V P I

.0

E L

.6

-0.75%

K=44

100' VC

V

P I

.0

E L

.1

-3.00%

V P I

.0

E L

.7

0-2.50%

K=50

100' VC

-1.00%

K=100

200' VC

V P I

.0

E L

.2

Existing ground

Profile grade

Edge of gravel

(See sheet F.3)

Sta. 31+18.00 with end sections

24" Pipe culvert to be removed

Existing wood culvert

(See sheet F.3)

Sta. 31+18.00 with end sections

24" Pipe culvert

(See sheet F.4)

Sta. 40+50.00 with end sections

24" Pipe culvert

(See sheet F.4)

Sta. 40+50.00 with end sections

24" Pipe culvert

Construction limits

Construction limits

CP7

CP7

CP7

CP7

CP7

CP7

S39°06'31"E

N87 °4

2'2 8"

E

P .S .C . 3

.0

P .T .S . 3

.0

P .C .S . 3

.2

P .S .T . 3

.2

P .S .C . 3

.9

P .T .S . 3

.9

P .C .S . 4

.2

P .S .T . 4

.2

P .T .S . 4

.6

P .S .C . 4

.6

S67°24'11"E75' Sp

L = 621.17'

T = 329.65'

R = 750'

∆ = 47°27'15"(LT)

75' SpL =

5.2

3'T = .18 'R =

0'

16°

46'5 3"(R

T)

50' Sp L = 179.67

T = 89.96' R = 1400'

∆ = 7°21'12"

(LT)

55+0054+0053+0052+0051+0050+0049+0047+00 48+0046+0045+0044+00

SHEET

580 580

N

CUYD

EXC.

CUYD

EMB.

H u s c h

C h e c k e d b y

D e s ig n e d b y

D.4

STATE PROJECT

M a y

U

S S u r ft

D

C S P r o je c ts T

R N

W F L S p r u c e

T r l\

C

A D G I S C

A D S

H E

E T S o ly m fd .d g n

K=200

200' VC

E le v

.2

P V I

.0

E le v

.2

P V I

.0

V P I

.0

E L

.2

-3.00%

-2.00%

-1.00%

V P I

.0

E L

.7

K=100

200' VC

K=100

200' VC

El: 605.20'

E: 913007.484

N: 402406.443

54+00.00

WA NPS OLYM 2016(1)

END PROJECT

Existing ground

Profile grade

Existing top of talus rockery

Existing

Existing talus cribbing wood

Existing

Edge of gravel

(See sheet F.4)

Sta. 51+75.00 with end sections

24" Pipe culvert

(See sheet F.4)

Sta. 51+75.00 with end sections

24" Pipe culvert

Construction limits

Construction limits

CP7

CP7

CP7

CP7

S76 °48'

09"E

S44°56'59"E

S51°21'30"E

S67°26'09"E

P .T .S . 4

.6

P .S .C . 4

.6

P .C .S . 4

.3

P .S .T . 4

.3

P .S .C . 4

.6

P .T .S . 4

.6

P .C .S . 4

.7

P .S .T . 4

.7

P .S .C . 4

.3

P .T .S . 4

.3

P .C .S . 5

.6

P .S .T . 5

.6

P .C .S . 5

.0

P .S .T . 5

.0

P .S .C . 5

.6

P .T .S . 5

.6

P .O .E . 5

.0

50' Sp L = 179

.67' T = 89.

96' R = 140

0'∆ = 7°21

'12"(LT)

Sp = 50

L = 48.

09'

T = 24.

06'

R = 600 '∆ = 04°3

5'32"(RT)

Sp = 50'

L = 90.30'

T = 45.27'

R = 500'

∆ = 10°20'52"(RT)

Sp = 50'

L = 134.44'

T = 67.26'

R = 1649.00'

∆ = 4°40'16"(RT)

GPK FILE DATED N/A

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION

64 403808.830 909065.354 682.378 48° 4' 4.95251" 123° 49' 31.19952" N/A 0.999913173 Set Spike

65 403814.005 909422.908 675.851 48° 4' 5.14066" 123° 49' 25.94180" N/A 0.999913484 Set Spike

66 403817.723 909822.655 668.349 48° 4' 5.33055" 123° 49' 20.06244" N/A 0.999913842 Set Spike

67 403717.593 910068.638 663.821 48° 4' 4.43736" 123° 49' 16.38607" N/A 0.999914062 Set Spike

68 403624.057 910216.155 660.639 48° 4' 3.57146" 123° 49' 14.16221" N/A 0.999914217 Set Spike

69 403555.895 910524.108 653.953 48° 4' 3.01720" 123° 49' 9.59239" N/A 0.999914539 Set Spike

70 403452.066 910735.880 651.536 48° 4' 2.07435" 123° 49' 6.41733" N/A 0.999914659 Set Spike

71 403105.564 911051.614 642.020 48° 3' 58.77811" 123° 49' 1.57425" N/A 0.999915128 Set Spike

72 402988.338 911321.001 637.354 48° 3' 57.72511" 123° 48' 57.54399" N/A 0.999915355 Set Spike

73 402969.019 911444.595 638.468 48° 3' 57.58186" 123° 48' 55.71461" N/A 0.999915302 Set Spike

74 402982.714 911766.671 629.154 48° 3' 57.84003" 123° 48' 50.98388" N/A 0.999915746 Set Spike

75 402940.553 911942.995 625.875 48° 3' 57.49163" 123° 48' 48.36568" N/A 0.999915904 Set Spike

76 402847.301 912154.957 621.857 48° 3' 56.65300" 123° 48' 45.19405" N/A 0.9999161 Set Spike

77 402748.433 912525.303 613.648 48° 3' 55.81943" 123° 48' 39.68906" N/A 0.999916496 Set Spike

78 402627.839 912754.484 608.006 48° 3' 54.71766" 123° 48' 36.24861" N/A 0.99991677 Set Spike

79 402424.228 912991.901 604.020 48° 3' 52.80033" 123° 48' 32.63977" N/A 0.999916969 Set Spike

80 402146.858 913262.903 600.139 48° 3' 50.16839" 123° 48' 28.49495" N/A 0.999917167 Set Spike

81 402068.169 913408.541 596.922 48° 3' 49.44793" 123° 48' 26.30757" N/A 0.999917324 Set Spike

82 402037.907 913628.471 607.074 48° 3' 49.23334" 123° 48' 23.05477" N/A 0.999916839 Set Spike

83 402153.842 913832.437 600.297 48° 3' 50.45438" 123° 48' 20.11996" N/A 0.999917157 Set Spike

84 402273.665 913953.058 598.216 48° 3' 51.68199" 123° 48' 18.41350" N/A 0.999917251 Set Spike

85 402352.919 914042.674 602.473 48° 3' 52.49770" 123° 48' 17.14010" N/A 0.999917044 Set Spike

Note:

PROJECT : Spruce Railroad Trail Segment A DATE OF FIELD WORK : Oct./Nov./Dec. 2016 DATE OF FINAL ADJUSTMENT : Dec./Jan. 2017

PROJECT UNITS : US SURVEY FOOT

COORDINATE SYSTEM : SPCS NAD83; WA North Zone 4601

EPOCH DATE : 91

VERTICAL DATUM : NAVD88

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.

STATE PROJECT

NPS OLYM 2016(1) D.5WA

J:

\D C S \P ro je ct s\

TR

N

\6

4_ W

FL

S pr uc eT rl \9

-C

AD

-G

IS

\9

-C

AD

\2

0-

-A pr

-2

:1

A

D es ig ne r

D

C he ck er

D es ig ne d by

C he ck ed b y:

NUMBER

SURVEY CONTROL

SHEET

N

UNITSQUANTITYDESCRIPTION

62515-3000

ITEM

SEDIMENT CONTROL QUANTITIES

PERMANENT SOIL EROSION &

15705-0100

15705-1400

62515-1000

SOIL EROSION CONTROL, SILT FENCE

SOIL EROSION CONTROL, FIBER ROLL

MULCHING DRY METHOD, CHIP DEBRIS, 4-INCH DEPTH

MULCHING, HYDRAULIC METHOD, BONDED FIBER MATRIX

64703-1000 MITIGATION, LANDSCAPING LOG

LNFT

LNFT

1.2 ACRE

0.2 ACRE

35 EACH

62405-0300 SQYDPLACING CONSERVED TOPSOIL, 4-INCH DEPTH

CONTROL LEGEND

SOIL EROSION & SEDIMENT

and bonded fiber matrix Conserved topsoil, landscape logs

E.1

STATE PROJECT

A p r il

U

S S u r ft

D

C S P r o je c ts T

R N

W F L S p r u c e

T r l\

C

A D G I S C

A D S

H E

E T S o ly m d a .d g n chip debris Conserved topsoil and conserved

H u s c h

M c I n to s h

C h e c k e d b y

D e s ig n e d b y

EROSION CONTROL PLANEROSION CONTROL PLAN

NO SCALE

Silt fence

Fiber roll

Edge of gravel

Existing gravel/dirt road

Railroad Trail sign

Existing Spruce

Olympic Discovery Trail

Existing asphalt path

Existing dirt foot path

Existing 12" A.D.S.

Construction limits

Construction limits (See sheet F.2)

Sta. 15+25.00 with end sections

24" Pipe culvert equipment access

Approximate

SHEET

N

N

E.2

STATE PROJECT

A p r il

U

S S u r ft

D

C S P r o je c ts T

R N

W F L S p r u c e

T r l\

C

A D G I S C

A D S

H E

E T S o ly m d b .d g n

H u s c h

M c I n to

C h e c k e d b y

D e s ig n e d b y

EROSION CONTROL PLANEROSION CONTROL PLAN

NO SCALE

Edge of gravel

Construction limits

Construction limits

(See sheet F.2)

Sta. 19+74.00 with end sections

24" Pipe culvert

(See sheet F.3)

Sta. 26+60.00 with end sections

24" Pipe culvert

(See sheet F.3)

Sta. 31+18.00 with end sections

24" Pipe culvert

Edge of gravel

Construction limits

Construction limits

(See sheet F.4)

Sta. 40+50.00 with end sections

24" Pipe culvert

CP7

CP7

CP7

CP7

SHEET

N E.3

STATE PROJECT

A p r il

U

S S u r ft

D

C S P r o je c ts T

R N

W F L S p r u c e

T r l\

C

A D G I S C

A D S

H E

E T S o ly m d c .d g n

EROSION CONTROL PLANEROSION CONTROL PLAN

H u s c h

M c I n to

C h e c k e d b y

D e s ig n e d b y

Existing top of talus rockery

Existing

Existing talus cribbing wood

Existing

Edge of gravel

(See sheet F.5)

Sta. 51+75.00 with end sections

24" Pipe culvert

Construction limits

Construction limits

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)

Existing ground

Silt fence reinforcement

REVISED: 7/2016

DETAIL APPROVED FOR USE --/----

WESTERN FEDERAL LANDS HIGHWAY DIVISION

SILT FENCE

W157-1

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

E.4

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

NPS OLYM 2016(1) WA

U S

C

J D

C S P r o je c ts T

R N

W F L S p r u c e

T r l\

C

A D G I S C

A D S

H E

E T S o ly m d d .d g n

A p r il

NOTE:

Staple or tie

Section B

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

Steel or wood posts

Steel or wood post

Staple or tie

Geotextile fabric

Fasten fabric to posts around each post one full turn.

Fold geotextile fabric See Note 3

End Posts Detail

End posts, see

End Posts Detail

End posts, see

See Note 3 fabric, Section A

Geotextile

Flow

Flow

Flow running around the ends.

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

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

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

as long as specified dimensions are satisfied. Follow

Alternate preassembled silt fence options will be allowed m in m in m in

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

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

4" min.

6" min. trench

Spacing Slope

STAKES REQUIRED

1:1

1:2

1:3

1:4 or flatter for each roll

Stakes required

FIBER ROLL SPACING

Fiber roll length

Fl ow

T o e o f fi ll s lo p e

ELEVATION

PLAN

disturbed areas

Runoff from

INSTALLATION BEYOND TOE OF SLOPE

INSTALLATION ALONG SLOPES

FIBER ROLL STAKING DETAIL

PROPERLY STAKED AND ENTRENCHED FIBER ROLL

Existing ground (typ.)

Fiber roll

Flow direction

Slope

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

S ee F ib er R ol l

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

D along contours

Install fiber rolls

Fiber roll

Slope

Fi ll slo pe

Direction of runoff ground

Existing soil to match ground level

Backfilled and compacted

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

Pay lim its

Pay lim its

SLOPE PROTECTION INSTALLATION

ALTERNATE FIBER ROLL JOINT DETAIL

FIBER ROLL LAPPING DETAIL

on uphill side of fiber roll

Place excavated material Stagger joints (typ.)

2.

1.

permanent installations. Do not crush fiber roll while staking.

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

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

DRAFT: 7/2016

REVISED:

DETAIL APPROVED FOR USE 10/2014

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FIBER ROLL

(FT)

(FT)

W157-21

2" (min.) Excavate trench 2"

1" x 1" or 1" Ø ove rlap

12" (m in.)

t o m in m in

1" x 1" Wood stake as specified in plans

3' min. or

3' (min.)

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

6-inches from fiber roll end angles towards the adjacent

Overlap fiber rolls 12-inch minimum. Drive stakes at

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

E.5

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

NPS OLYM 2016(1) WA

U S

C

J D

C S P r o je c ts T

R N

W F L S p r u c e

T r l\

C

A D G I S C

A D S

H E

E T S o ly m d e .d g n

A p r il slope stabilization landscape log

Install mitigation

Sl op e

20°

Roughened slope

Depth Log Embedment

Conserved Topsoil

Conserved Topsoil

E.6

STATE PROJECT

STABILIZATION

LANDSCAPE LOG SLOPE

FOOTNOTE:

m in

DETAIL

LOG STAKING

20°

5" or greater (DBH)

Landscape logs m in

1 2

Minimum length of landscape logs = 10 feet.

identified by the CO.

Selection, placement location, and orientation of logs will be

Section 647.

Conduct Landscape Log Slope Stabilization work according to

3.

2.

1.

Hard wood stakes

Hard wood stakes

SECTION A-A

TYPICAL LANDSCAPE LOG

fallen appearance, as approved by CO.

Vary angles and overlap logs by 18" min. to achieve natural

Embed stake to the midpoint of the log at embedment point.

spacing and additional details.

Minimum depth of 4-foot, at refusal. See Section 647 for

Conduct work according to Section 624.

Place conserved topsoil.

M a r c h

U

S I n t2

D

J D

C S P r o je c ts T

R N

W F L S p r u c e

T r l\

C

A D G I S C

A D S

H E

E T S o ly m d f.

d

10.4 x 16 20301 -1900

20701 -0100

25101 -2000

60201 -0800

60210 -0800

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

EA

R

TH

W O

R K

G

EO

TE

X

TI

LE

TY

PE

I- A

PL

A C

ED

R

IP

R A P, C

LA

S S

-I

N C H

PI

PE

C U

LV

ER

T

EN

D

S

EC

TI

O

N

FO

R

-I N

C H

PI

PE

C U

LV

ER

T

S K

EW

A N

G

LE

A llo w ab le Pi pe M at er ia l

(S ee ke y be lo w

B

EV

EL

S

1V :n

H

B

EV

EL

S

1V :n

H

REMARKS

See below for numbered notes FEET CUYD EACH SQYD CUYD LNFT EACH Lt Rt

15+25.00 2 13 13 4 23 2 P 2, 3, 4 19+74.00 7 45 1 13 4 38 2 P 2, 3, 4 26+20.00 9 95 1 13 4 54 2 P 2, 3, 4 31+18.00 4 9 1 13 4 31 2 P 2, 3, 4 40+50.00 2 12 13 4 28 2 P 2, 3, 4 51+75.00 2 7 13 4 23 2 P 2, 3, 4

P 2, 3, 4

PROJECT TOTAL 181 3 78 24 197 12

Allowable Pipe Material

NOTE: A Aluminum

1. Protective apron at culvert outlet with ditch with standard end section AS Aluminized steel per Std. W251-1. (Sheet F.5) C Concrete

2. Protective apron at culvert outlet without ditch with standard end section GS Galvanized steel per Std. W251-1. (Sheet F.5) P Plastic

3. Plastic pipe end section per Std. 602-5. (Sheet F.7) (blank) Any appropriate material

4. Earthworks Geotextile, Type I-A will be paid under bid item x/__ Any appropriate material Separation-Stabilization Geotextile, Class 1, Type A, nonwoven. except __

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES

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

STATE PROJECT

F.1

C

U se rs \b re nd a_ m ci nt os h\

Ap pD at a\

Lo ca l\ M ic ro so ft

\W in do w s\ Te m po ra ry

In te rn et

1- M ay -2

9:

A M

A

D es ig ne r

D

C he ck er

D es ig ne d by

C he ck ed by

NUMBER

NPS OLYM 2016(1)WA

0-20 20

-40

650650

640 640

400-20 20-40

MINOR CULVERTS

N

N

F.2

STATE PROJECT

A p r il

U

S S u r ft

D

C S P r o je c ts T

R N

W F L S p r u c e

T r l\

C

A D G I S C

A D S

H E

E T S o ly m e b .d

H u s c h

C h e c k e d b y

D e s ig n e d b y

S = 2.00% L = 23'

Pipe Design Capacity - 13.0 cfs at culvert

Extg. ground

See detail on sheet F.6

Protective apron without ditch pipe culvert

Proposed 24"

10.5' Rt

FL = 671.19'

12.5' Lt

FL = 671.65'

at culvert

Extg. ground

S = 2.00% L = 38'

See detail on sheet F.6

Protective apron without ditch

Pipe Design Capacity - 13.0 cfs pipe culvert

Proposed 24"

19.0' Lt

FL = 658.23'

19.0' Rt

FL = 657.49'

PIPE CULVERT AT STA. 15+25.00 PIPE CULVERT AT STA. 19+74.00

Proposed ditch

Cut slope

Fill slope pipe culvert - 23'

Install 24-inch edge of trail

Proposed

Sta 15+25.00

Trail centerline

90°00'00" 90°00'00"

Fill slope pipe culvert - 38'

Install 24-inch edge of trail

Proposed

Sta 19+74.00

Trail centerline

Fill slope to be removed

Existing wood culvert

400-20 20-40

400-20 20-40

MINOR CULVERTS

N

N

F.3

STATE PROJECT

A p r il

U

S S u r ft

D

C S P r o je c ts T

R N

W F L S p r u c e

T r l\

C

A D G I S C

A D S

H E

E T S o ly m e c .d

H u s c h

C h e c k e d b y

D e s ig n e d b y

Pipe Design Capacity - 13.0 cfs

See detail on sheet F.6

Protective apron without ditch pipe culvert

Proposed 24" S = 2.00%

L = 54' at culvert

Extg. ground

27.0' Lt

FL = 643.70'

27.0' Rt

FL = 642.62'

Pipe Design Capacity - 13.0 cfs

See detail on sheet F.6

Protective apron without ditch pipe culvert

Proposed 24"

S = 2.00% L = 31' at culvert

Extg. ground

16.0 Lt

FL = 641.14'

15.0' Rt

FL = 640.52'

PIPE CULVERT AT STA. 26+20.00 PIPE CULVERT AT STA. 31+18.00

Fill slope

Fill slope pipe culvert - 54'

Install 24-inch edge of trail

Proposed

Sta 26+20.00

Trail centerline

90°00'00" 90°00'00"

Fill slope pipe culvert - 31'

Install 24-inch edge of trail

Proposed

Sta 31+18.00

Trail centerline

Fill slope to remain for historical value be removed, end sections

Existing wood culvert to to be removed

Existing wood culvert

400-20 20-40

620620

610 610

600 600

400-20 20-40

580580

MINOR CULVERTS

N

F.4

STATE PROJECT

A p r il

U

S S u r ft

D

C S P r o je c ts T

R N

W F L S p r u c e

T r l\

C

A D G I S C

A D S

H E

E T S o ly m e d .d

H u s c h

C h e c k e d b y

D e s ig n e d b y

N

Pipe Design Capacity - 13.0 cfs at culvert

Extg. ground pipe culvert

Proposed 24"

S = 2.00% L = 28'

See detail on sheet F.6

Protective apron without ditch

14.0' Lt

FL = 626.30'

14.0' Rt

FL = 625.74'

Pipe Design Capacity - 13.0 cfs at culvert

Extg. ground pipe culvert

Proposed 24"

S = 2.00% L = 23'

See detail on sheet F.6

Protective apron without ditch

13.0' Lt

FL = 606.17'

10.0' Rt

FL = 605.71'

PIPE CULVERT AT STA. 40+50.00 PIPE CULVERT AT STA. 51+75.00

90°00'00"

Cut slope pipe culvert - 28'

Install 24-inch edge of trail

Proposed

Trail centerline

Fill slope

Sta 40+50.00

Cut slope

Fill slope pipe culvert - 23'

Install 24-inch edge of trail

Proposed

Sta 51+75.00

Trail centerline

90°00'00"

Proposed ditch

Proposed ditch

QUANTITY

RIPRAP

ESTIMATED

CLASS

RIPAP

QUANTITY

GEOTEXTILE

ESTIMATED

SECTION

END

WITH

SECTION

END

WITHOUT

D

SIZE

CULVERT

QUANTITY

RIPRAP

ESTIMATED

CLASS

RIPAP

QUANTITY

GEOTEXTILE

ESTIMATED

SECTION

END

WITH

SECTION

END

WITHOUT

D

SIZE

CULVERT

NO SCALE

FOR INFORMATION ONLY

PROTECTIVE APRON DIMENSIONS AND QUANTITIES

OUTLET WITHOUT DITCH

FOR INFORMATION ONLY

PROTECTIVE APRON DIMENSIONS AND QUANTITIES

OUTLET WITH DITCH

Variable slopeVariable slope

D

4D m in

H m in

H

D

H ditch slope

Match existing ditch slope

Match existing

D or Span

Dia.

or Span

Dia.

or Span

Dia.

or Span

Dia.

L

LENGTH

APRON

H

DEPTH

APRON

L

LENGTH

APRON

H

DEPTH

APRON

REVISED: 8/2016

DETAIL APPROVED FOR USE --/----

WESTERN FEDERAL LANDS HIGHWAY DIVISION

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

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

CULVERT OUTLETS

PLACED RIPRAP AT

W251-1

2' (min.)

2' (min.)

(INCHES)

(INCHES)

14.5

12.5

49.8

38.7

18.5

13.2

5.2

3.2

1.7

44.4

34.0

15.6

10.8

3.9

2.2

1.0

14.5

12.5

38.5

29.8

15.1

10.7

4.4

2.7

1.3

35.6

27.2

13.3

9.3

3.6

2.0

0.9

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

F.5

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

NPS OLYM 2016(1) WA

U S

C

J D

C S P r o je c ts T

R N

W F L S p r u c e

T r l\

C

A D G I S C

A D S

H E

E T S o ly m e f.

d g n

A p r il

3.

2.

1.

SECTION A-A SECTION B-B

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

PROTECTIVE APRON AT CULVERT OUTLET WITH DITCH

PROTECTIVE APRON AT CULVERT OUTLET WITHOUT DITCH

END SECTION

CULVERT WITH STANDARD

PLAN VIEW

END SECTION

CULVERT WITHOUT STANDARD

PLAN VIEW

END SECTION

CULVERT WITH STANDARD

PLAN VIEW

END SECTION

CULVERT WITHOUT STANDARD

PLAN VIEW

NOTE:

A

1 1

A B B

C C DD

E

E

E

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

Do not measure riprap placement excavation

Furnish separation and stabilization geotextile.

less than 10%.

Use for aprons serving culverts with slopes or flatter

Sloped 1V:2H

Original ground

Geotextile m in

H

L

D it c h

D ground

Original

Geotextile Flowline m in

D

Geotextile m in

D m in

D ground

Original

Geotextile

D it c h

D

L ground

Original

Geotextile m in

H Original ground

STANDARD APPROVED FOR USE 12/1993

602-3

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY STANDARD

STANDARD

PIPE CULVERT BEDDING

METAL AND PLASTIC

NPS Drwg. No. 149/60519

F.6

STATE PROJECT

See Section 704 for bedding and backfill requirements.

dimension of all pipe arch culverts.

H equals the diameter of all round pipe culverts or the rise amount of camber or increase the pipe culvert gradient.

designed exceeds the elevation of the inlet invert, reduce the curve. If the midpoint elevation on the parabolic curve as to 1% of the pipe length. Develop camber on a parabolic through the inlet and outlet inverts an ordinate amount equal

When directed, camber pipe culverts upward from a chord

3.

2.

1.

be adjusted to tie into impervious material.

granular material is used for backfill. Width may material at the pipe culvert inlet where

Construct piping plug of impermeable backfill

MULTIPLE PIPE INSTALLATION

PIPING PLUG

TRENCH EXCAVATION IN EMBANKMENT

BELOW NATURAL GROUND OR

ON UNSTABLE MATERIAL

NATURAL GROUND

ABOVE AND BELOW

ON NATURAL GROUND

ABOVE NATURAL GROUND

ON UNYIELDING MATERIAL

PIPE BEDDING

ELEVATION

SECTION A-A

LEGEND:

Bedding material (uncompacted)

Impermeable backfill material.

BEDDING DEPTH

MINIMUM SPACING

SPACING

or SPAN

DIAMETER

PIPE SIZE (H) DEPTH

Roadway embankment Roadway embankment

Natural ground

Toe plate Toe plate

Natural ground Natural ground

Roadway embankment

Roadway excavation

Natural ground

H

Width

H H

H H

H H

H H

H

H

H

H

Finished subgrade Finished subgrade

Natural ground

Finished subgrade

Pipe culvert

Embankment slope

High water elevation treatment

Culvert end

Piping plug before trench excavation embankment height

Finished subgrade or

Original natural ground surface

A

A

Finished subgrade

Roadway embankment

Roadway embankment

Finished subgrade

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

depth table

See bedding fill material properly compacted with approved granular foundation firm bearing soil and replace

Remove unstable material to

Bedding

Bedding

Bedding

Bedding

H

(see table)

Minimum spacing or Span

Diameter or Span

Diameter section

Metal endMetal end section

2H or 12' (max.) 2H or 12' (max.) 2H or 12' (max.) 2H or 12' (max.)1

6"

(min.)

6"

(min.)

6" in uncompacted depth.

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

Remove unyielding material

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

"/foot of cover,2

12" to 54" 4"

6"> 54" trench excavations

* Reduce to 18" for

Up to 48" 24"

48" and Up whichever is less span or 36", Half diameter or 2H or 12' (max.)

2H or 12' (max.)

excavation in trench

18" (min.)

2H or 12' (max.)

H or 36" (max.) for embankment installations

2H or 12' (max.) 1

2H or 12' (max.)

H H

18" +_

18" +_ 18" +_ not exceeding 6" compacted depth.

Embankment material placed in layers exceeding 6" compacted depth. Or lean concrete minimum

1'-0"

2'-0" +_

1'-0" +_

DRAFT: 10/2014

REVISED: 4/1994 6/2005

o h n M a lo n e te ff i

M c

D o n a ld

C h e c k e d b y

D e s ig n e d b y

A p r il

U

D

C S P r o je c ts T

R N

W F L S p r u c e

T r l\

C

A D G I S C

A D S

H E

E T S o ly m e g .d g

F.7

STANDARD

U.S. CUSTOMARY DETAIL

NO SCALE

2.

1.

POLYVINYL CHLORIDE (PVC) PLASTIC ROUND PIPE CULVERT

SIZE

PIPE

FILL HEIGHT TABLE AND MINIMUM CELL CLASSIFICATION NUMBER PER ASTM D 1784

SMOOTH WALL (SOLID WALL) RIBBED

SIZE

PIPE

COVER

MINIMUM

NO. 12454

CELL CLASS.

NO. 12364

CELL CLASS.

COVER

MINIMUM

NO. 12454C

CELL CLASS.

NO. 12364C

CELL CLASS.

A B C D

END SECTION DIMENSIONS

PLASTIC PIPE END SECTION

SIDE

TOP

FRONT

FILL HEIGHT TABLE AND MINIMUM CELL CLASSIFICATION NUMBER PER ASTM D 3350

SMOOTH WALL (SOLID WALL) CORRUGATED RIBBED

SIZE

PIPE

SIZE

PIPE

SIZE

PIPE

NUMBER 335434C

CELL CLASSIFICATION

NO. 435400C

CELL CLASS.

NO. 335434C

CELL CLASS.COVER

MINIMUM

NO. 334433C

CELL CLASS.COVER

MINIMUM

COVER

MINIMUM

POLYETHYLENE (PE) PLASTIC ROUND PIPE CULVERT

flexible and rigid pavement.

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

Measure minimum cover from the top of the pipe culvert to camber or increase the pipe culvert gradient.

exceeds the elevation of the inlet invert, reduce the amount of

If the midpoint elevation on the parabolic curve as designed to 1% of the pipe length. Develop camber on a parabolic curve.

through the inlet and outlet inverts an ordinate amount equal

When directed, camber pipe culverts upward from a chord

A

D

C

B

PIPE SIZE

PLASTIC PIPE CULVERT

FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STANDARD DETAIL APPROVED FOR USE 12/1993

DRAFT: 2/2009

REVISED: 4/1994 6/2005

602-5

MINIMUM WALL THICKNESS (INCHES)

MAXIMUM FILL HEIGHT (FEET)

0.607 0.857 0.923 1.154 1.385 1.292 1.477

INCHES

DIAMETER

INCHES INCHES

DIAMETER

INCHES HEIGHT (FEET)

MAXIMUM FILL

INCHESINCHES

DIAMETER

MAXIMUM FILL HEIGHT (FEET)

INCHES

DIAMETER

INCHES

MAXIMUM FILL HEIGHT (FEET)

MINIMUM WALL THICKNESS (INCHES)

0.358 0.438 0.358 0.438

INCHES

DIAMETER

INCHES

MAXIMUM FILL HEIGHT (FEET)

INCHES

DIAMETER

14.5

24.5

45.5

63.5

66.5

A p r il o h n M a lo n e te ff i

M c

D o n a ld

C h e c k e d b y

D e s ig n e d b y

NPS Drwg. No. 149/60519

U

S S u r ft

D

C S P r o je c ts T

R N

W F L S p r u c e

T r l\

C

A D G I S C

A D S

H E

E T S o ly m e h .d g

TRAIL

CLOSED

Ref-2

TRAIL

CLOSED

G.1

STATE PROJECT

Type 3 Barricade

NO SCALE

DESCRIPTION

(INFORMATION ONLY)

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

INCH x INCH

SIGN SIZE

OF SIGNS

NUMBER

(SQFT)

QUANTITY

(SQFT)

AREA

SIGN

MUTCD

Ref-1

Ref-2

SPRUCE RAILROAD TRAIL CLOSED XX MILES

TRAIL CLOSED 2

TOTAL

(LNFT)

QUANTITY

TOTAL

(INFORMATION ONLY)

ORANGE PLASTIC FENCE

TEMPORARY TRAFFIC CONTROL,

(EACH)

QUANTITY

TOTAL

(INFORMATION ONLY)

TYPE 3 BARRICADE

TEMPORARY TRAFFIC CONTROL,

66"

6"C

6"C

6"C

66 x 36

24 x 12

27"

3"C

3"C

3"C

2 1/4"

2 1/4"

2 1/4"

2 1/4"

36"

"2

"2

"2

"2

"2

4 "2

"8

"2

IN=

"4

TH=

"8

R=1

BORDER

Ref-1

Ref-1A

"8

IN=

"8

TH=

"8

R=1

BORDER

"8

3"D

"4

3"D

"8

"4

4 "4

4 "2

6" 6" "2

IN=

"4

TH=

"8

R=1

BORDER

24"

16.5

I n t_ ft

D

C S P r o je c ts T

R N

W F L S p r u c e

T r l\

C

A D G I S C

A D S

H E

E T S o ly m n a .d g n

NPS Drwg. No.

SPRUCE RAILROAD TRAIL CLOSED XX MILES 36 x 18 4.5 1 4.5Ref-1A

A p r il

58.50

Spruce RR Trail

CLOSED

XX MILES

Spruce RR Trail

CLOSED

XX MILES

CONTROL QUANTITIES

TEMPORARY TRAFFIC

TABULATION OF

H u s c h

M c I n to

C h e c k e d b y

D e s ig n e d b y

Black on orange

Black on orange

Black on white

~ 20 miles

To Port Angeles

PLAN

TRAFFIC CONTROL

TEMPORARY

N

OLYMPIC NATIONAL PARK

Piedmont

Crescent

Harrigan Pt.

Devil Pt.

Santoga Pt.

LAKE

CRESCENT

Hammer Pt.

Sledge

Barnes Pt.

Maple Pt.

Neagle Pt.OvingtonCedar Pt.

Lapoel Pt.

Meldrim Pt.

Eagle Pt.

Thompson Pt.

Fairholm

Olympic Hi gh way

L A K E C R E S C E N T

Boundary C re ek

R iv e r

L y r e

O ly m p ic

OLYMPIC NATIONAL FOREST

OLYMPIC NATIONAL PARK

TRAIL

CLOSED

Bridge

Olympic

Highway

Barnes Creek

S m it h

C re e k

A u r o r a

C r e e k

L a p o e l

C r e e kStation

Ranger Pit

Garvel

Station

Ranger

Ref-1

Ref-1

E. Beach Rd.

NATIONAL PARK

OLYMPIC

.dR hc ae

B .

E

Ref-2

G.2

STATE PROJECT

0 12

Scale in miles

Barricade

4' Type 3

PLAN LEGEND

Sign on post

Barricade

H u e s c h

M c I n to

C h e c k e d b y

D e s ig n e d b y

Cover existing sign

U

S S u r ft

D

C S P r o je c ts T

R N

W F L S p r u c e

T r l\

C

A D G I S C

A D S

H E

E T S o ly m n b .d g n

E: 909065.652

N: 403804.741

10+51.00

SPRUCE RAILROAD TRAIL

BEGIN PROJECT

E: 913007.484

N: 402406.443

54+00.00

SPRUCE RAILROAD TRAIL

END PROJECT

TRAIL

CLOSED

Ref-2

Barricade

4' Type 3

NPS Drwg. No.

Spruce RR Trail

CLOSED

3 MILES

Spruce RR Trail

CLOSED

4 MILES

Ref-1A

Spruce RR Trail

CLOSED

3 MILES

T r a il y r e v o c si

D a y

6" x 6" or larger.

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

obstructed, use 7' minimum mounting height for main sign

Diamond ≤ 48"

> 30'

> 17'

12' - 16'

> 13'

< 10

65 - 95

65 - 95

50 - 65

50 - 65

20 - 50

10 - 20

10 - 20

6 x 6

4 x 6

4 x 6

6 x 6

4 x 6

4 x 4

6 x 6

4 x 6

4 x 4

(INCH) (INCH)

(INCH)

1.5

1.5

1.5

(SQFT)

STANDARD APPROVED FOR USE 6/2005

DRAFT: 9/2011

REVISED:

635-14

TEMPORARY TRAFFIC CONTROL

WOOD POSTS

SIGN INSTALLATION

200' m in m in

6' - 12'

" dia. bolts per 4 1Attach sign panels with a minimum of 2 -minimum lateral offset of 1' behind the face of the curb lateral offset of 2' may be used. In urban areas, a

Other Shapes ≤ 48" Diamond ≤ 36"

STATE PROJECT

NUMBER

G.3

FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY STANDARD

STANDARD

Other Shapes ≤ 12' Diamond < 48"

U

D

C S P r o je c ts T

R N

W F L S p r u c e

T r l\

C

A D G I S C

A D S

H E

E T S o ly m n c .d g n

NPS Drwg. No.

M a r c h

NOTE:

NO SCALE

"X"

WIDTH AREA

OF POSTS

NUMBER POST SIZE D HOLE SIZE

WOOD POST SELECTION TABLE

Post

See table for hole size parallel to sign face.

Field drill holes through post

Local tangent

Bottom of sign panel

X

H

H

D

H

0.75X

X

X

H

Y D

H

0.2X

0.6X

0.2X

SINGLE POST SIGN TWO POST SIGN

SIGN INSTALLATION ANGLE

POST DETAIL

D

See post detail (typ.)

Break-away holes.

S e e N o te

S e e N o te

In rural areas where lateral distance is limited, a minimum

D = Post embedment depth for average soil conditions.

field conditions.

H1 and H2 = Overall post length. Select post lengths to fit post.

7.

6.

5.

4.

3.

2.

1.

by the CO.

State standards may be used as an alternative if approved

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

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

CL

Long side of post

D

90°

93°

In pedestrian locations, or in areas where the view is may be used.