Plan_StairCase_Road_Preliminary.pdf

NATIONAL PARK BOUNDARY

NATIONAL FOREST BOUNDARY

WILDERNESS

MOUNT SKOKOMISH

Station

Ranger

Staircase

Cop per Cre ek

F iv e

St re am

N o rth

Fork Skokom ish

OLYMPIC NATIONAL FOREST

Lake Cushm an State Park

Standstill

Lake

Skokom ish

River

Dry C ree k

BEGIN PROJECT

END PROJECT

10+00.00

55+98.71

FOREST

OLYMPIC NATIONAL

FEDERAL HIGHWAY ADMINISTRATION

U. S. DEPARTMENT OF TRANSPORTATION

Project Location

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

TYPE OF CONSTRUCTION:

DESIGN DESIGNATION:

SPECIFICATION:

PROJECT MANAGER

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

PLANS PREPARED BY

PLANS FOR PROPOSED PROJECT

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

APPROVED:

DATE

DATE

DATE

National Park Service

Regional Director, Pacific West Region, Olympic National Park

Superintendent, Western Federal Lands Highway Division

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

Construction of Roads and Bridges

Standard Specifications for

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

NATIONAL

PARK

SERVICE

Department of the Interior

WA NPS OLYM 207(1)

REHABILITATE STAIRCASE ROAD

LENGTH 1.649 MILES

K. LOFTSGAARDEN

SCALE IN MILES

0 1 21

N T o S h e lto n m ile s

L a k e C u s h m a n

R 5 W R 4 WR 6 W

T

N

T

N

0.060

25 MPH

e (max)

V

SADT

ADT (2037)

ADT (2017)

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 o ly m a a .d g n

WA NPS OLYM 207(1)

P

M

J u ly

C h e c k e d b y

D e s ig n e d b y T

P h a n

Subsurface Stablization, Pavement Marking.

Recondioning with Minor Grading and Paving, Construction, Drainage, Parking Surface

Paving, Pavement Resurfacing, Utilities Trench

WASHINGTON

MASON COUNTY

OLYMPIC NATIONAL PARK

NPS Drwg. No. ---/------

NPS PMIS No. 170144

Prel im ina ry

- N ot for

Con str uc tio n

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE 11/2001

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

W101-1

AND ABBREVIATIONS

PLAN SYMBOLS

W west drwg(s).

dist.

diaph.

diag.

dia.

DHV

D exp. jt.

exc.

EW

ER

EQ or eq.

EP

emb.

elev.

El. 94.16 ft e

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

ga.

galvanized gage (gauge)

HW

hex.

hdwl.

high water hexagon headwall ftg.

ft3 ft2 flg.

fin.

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

ID

joint inside diameter

LW

lt. or LT

Ls

LPSM

long.

LNFT

lat.

lam.

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

NC

N normal crown north

OG

OD

o. to o.

o. c.

original ground outside diameter out to out on center pvmt.

PT

PST

PSC

PS

POT

POS

POC

pl.

PI

PCS

PCC

PC

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

rt. or RT reqd.

reinf.

rdwy.

R/W

R.

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

Ts

TS

thd.

TBM

T.

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

VPI

vph

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

STS

struc.

stiff.

stgr.

std.

STA, Sta.

ST

SS

SRS

SQYD

SQFT

spa.

SLRY

shldr.

sec.

SC

SADT

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

CUYD

culv.

CUFT

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

min.

MGAL

max.

matl.

monument minimum thousand gallon maximum material

BH

CP GPS

JH

TP

DI

36 31

6 1

36 31

6 1

SEC.

SEC.

EL. 1234.56

N

E

RIP

G G

W W

DI

T T

NOTE:

NO SCALE

on the appropriate plan sheet.

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

Property Line w/Found Property Corner

Section Corner (Found, Projected)16

Section Line16

Section Corner (Found, Projected)4

Section Line4

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

Trail

Lake, Pond or Reservoir; Marshland

Spring or Seep

Material Source; Bore Hole; Test Pit

Section Line

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Section Corner (Found, Projected)

Large Creek or River

Spot Elevation; Coordinate Grid Tick

Above Ground Tank; Underground Tank

Treeline; Individual Trees

Boulder; Well; Satellite Dish; Grave

Cooking Grate; Garbage Can; Picnic Table

Flagpole; Fire Hydrant

Gas & Water Meter; Gas & Water Valve

Silt Fence

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

BLM Lands Boundary

Railroad

Intermittent Drainage or Small Creek

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

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

AH

ADT

abut.

bearing bridge balance point bench mark back brg.

br.

BP

BM

BK

ctrs.

CS

cont.

constr. jt.

conn.

conc.

col.

CMP

clr.

cc or c. to c.

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

M.P.

M.L.

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

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

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

Poles (Power, Telephone, Joint Use,

- no symbol -

EXISTING PROPOSED

Transition

Toe of Fill

Top of Cut wall face

CL

North Arrow

Fence

Gate with Fence

Cattleguard

Guardrail

Retaining Wall

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Underdrain

Concrete Barrier

Slope Stake Limits

Pipe Culvert with Drop Inlet

Box Culvert

Delineators

Underground Utilities

Overhead/Above Ground Utilities

Signs (single, double post; portable)

Miscellaneous Utility Features

Building

Right-of-Way Line with Monument

Permanent Easement

Construction Easement

Riprap

N

Fiber Roll or Wattle

A

J u n e

U

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

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

A.3 NPS OLYM 207(1) WA

NPS Drwg. No. ---/------

NPS PMIS No. 170144

Prel im ina ry

- N uc

BEGIN PROJECT

VICINITY MAP

SCALE IN MILES

1 2 1 4

Ranger Station

Staircase

Rapids

Staircase

Skokom ish

R iv e r

COPPER

CREEK

BEAR

C

REEK

C U S H M A N

L A K E

NATIONAL PARK BOUNDARY

NATIONAL FOREST BOUNDARY

N A

T

IO

N A

L

N A

T

IO

N A

L

P A

R K

F O

R E S T

BO

U

N D

ARY

F O R E S T

N A T I O N A L

O L Y M P I C

F O R E S T

N A T I O N A L

O L Y M P I C

WILDERNESS

SKOKOMISH

MOUNT

C U S H M A N

L A K E

BO

U

N D

ARY

END PROJECT

10+00.00

N

Entry Fee station

55+98.71

End Overlay

Start Micro-Surface Work

Overflow Parking Work

Campground Micro-Surfacing Work

Public Parking Micro-Surfacing Work

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 o ly m a d .d g n

WA NPS OLYM 207(1)

J u n e

C h e c k e d b y

D e s ig n e d b y T

P h a n

NPS Drwg. No. ---/------

NPS PMIS No. 170144

Prel im ina ry

- N ot for

Con str uc

INDEX TO SHEETS

A.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 o ly m a b .d g n

WA NPS OLYM 207(1)

u ly

T

P h a n

C h e c k e d b y

D e s ig n e d b y

NPS Drwg. No. ---/------

NPS PMIS No. 170144

Prel im ina ry

- N uc

MAINLINE, STAIRCASE ROAD

10+00 to 53+78

LC

Existing ground

Tackcoat

TYPICAL SECTION

Varies Varies

Varies Varies

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 O

L Y

M c a .d g n

WA NPS OLYM 207(1)

u ly

C h e c k e d b y

D e s ig n e d b y T

P h a n

[1]

[2]

[3]

QUANTITIES

AND SUMMARY OF

MAINLINE TYPICAL SECTION

[3]

[4]

[1] [1]

[2] [2]

[5]

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

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

(Shoulder rock)

Roadway aggregate, method 2

[6]

[6] type 1

Asphalt concrete pavement, Wedge and leveling course.

Asphalt concrete pavement, type 1

Va rie s Varies

Specification.

similar method. Do not compact as described in Standard

Compact by tamping excavator or backhoe bucket or

Place as directed by the CO to protect pavement edge.

determined and marked by the CO.

Locations are approximate, final location will be

See Sheet C.2 for details.

" Wedge and Leveling Course2

Quantity estimate based on 50% of the road need

Place wedge and leveling course as directed by the CO.

Match existing roadway cross slope roadway width varies from 14 ft to 23 ft.

Construct to match existing roadway width. Existing

NPS Drwg. No. ---/------

NPS PMIS No. 170144

Prel im ina ry

- N uc

NO SCALE

DEEP PATCH, TYPE 2

2" min., typ.

Existing ground

Existing ground

(geogrid lap)

4' typ.

CL

Select borrow 12" compacted lifts, typ.

1.0% min.

m in product, type 5B

Rolled erosion control

Bottom of subexcavation

Top of existing pavement6-inch compacted depth

Roaway aggregate, method 2

M at ch e xi st in g sl op e

DEEP PATCH DETAILS

Varies

Existing ground

(geogrid lap)

4' typ.

CL

Select borrow 12" compacted lifts, typ.

1.0% min.

m in

Bottom of subexcavation

Top of existing pavement 6-inch compacted depth

Roaway aggregate, method 2

2" min.

Geogrid, stablization

Geogrid,stabilization

DEEP PATCH, TYPE 1

Place in two equal lifts.

4-inch compacted depth.

Asphalt concrete pavement

Place in two equal lifts.

4-inch compacted depth.

Asphalt concrete pavement

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

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

Varies

Varies

[1]

[2]

FOOTNOTE:

[1]

[2]

Width varies as determined by the CO.

Quantity estimate is base on 24 ft.

Width varies as determined by the CO.

Quantity estimate is base on 16 ft.

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

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

Apply turf esblishment as directed by the CO on disturbed slope

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 O

L Y

M c b .d g u ly

C h e c k e d b y

D e s ig n e d b y T

P h a n

NPS Drwg. No. ---/------

NPS PMIS No. 170144

Prel im ina ry

- N uc

Construction Limits Construction Limits

Grade Varies Grade Varies

Slope

Variable

Var ies

Varies

TYPICAL SECTION

MICRO-SURFACING

See Summary Tabulation Sheets

For Roadway Width or Parking Lot Dimensions

Existing asphalt surface

NOTE:

Micro-Surfacing, Type 2 or Type 3

OF QUANTITY

SECTION AND SUMMARY

MICRO-SURFACING TYPICAL

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 O

L Y

M c c .d g n

WA NPS OLYM 207(1)

J u n e

C h e c k e d b y

D e s ig n e d b y T

P h a n

1. See Sheet D.5 for location.

2. Measure existing roadway widths as per

152.05(m)

3. Patch surface and seal/fill cracks prior to micro-surfacing.

NPS Drwg. No. ---/------

NPS PMIS No. 170144

Prel im ina ry

- N uc

PLAN QUANTITIES

TABULATION OF

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 o ly m fa .d g n

WA NPS OLYM 207(1)

u ly

C h e c k e d b y

D e s ig n e d b y T

P h a n

NPS Drwg. No. ---/------

NPS PMIS No. 170144

Prel im ina ry

- N uc

PLAN AND PLAN

Stationing reference line

Stationing reference line

See C Sheets for details and quantity

Deep Patch, type 1 See C Sheets for details and quantity

Deep Patch, type 1

See C Sheets for details and quantity

Deep Patch, type 1

See C Sheets for details and quantity

Deep Patch, type 1

See C Sheets for details and quantity

Deep Patch, type 2

D.2

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d o ly m fb .d g n

WA NPS OLYM 207(1)

u ly

C h e c k e d b y

D e s ig n e d b y T

P h a n

BEGIN PROJECT

WA NPS OLYM 207(1)

10+00

Begin overlay work

Install pipe culvert, 24"

Remove existing culvert

Install pipe culvert, 18"

Remove existing culvert

Install pipe culvert

Remove existing culvert

Install pipe culvert, 24"

Remove existing culvert dao R es acri atS

Stairca se Roa d

P

R

T

C

M P I

N L E

T

C

M P I

N L E

T

" C

M P

IN

L E T

" C

M P

IN

L E T

P

R

T

C

M P I

N L E

T

C

M P I

N L E

T

" C

M P

IN

L E T

" C

M P

IN

L E T

GPS

STAIR1

C

M P I

N L E

T

C

M P I

N L E

T

C

M P I

N L E

T

C

M P I

N L E

T

C

M P I

N L E

T

GPS

STAIR1

C

M P I

N L E

T

C

M P I

N L E

T

C

M P I

N L E

T

C

M P I

N L E

T

C

M P I

N L E

T

NPS Drwg. No. ---/------

NPS PMIS No. 170144

Prel im ina ry

- N uc

PLAN AND PLAN

See C Sheets for details and quantity

Deep Patch, type 1

See C Sheets for details and quantity

Deep Patch, type 1

See C Sheets for details and quantity

Deep Patch, type 1

See C Sheets for details and quantity

Deep Patch, type 1

See C Sheets for details and quantity

Deep Patch, type 1

Install gabion outlet headwall

Install pipe cuvert 24'

Remove existing culvert

[details TBD)

Install Gabion

Stationing reference line

Stationing reference line

Install pipe culvert, 24"

D.3

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d o ly m fc .d g n

WA NPS OLYM 207(1)

u ly

C h e c k e d b y

D e s ig n e d b y T

P h a n

Staircase Road

Staircase Road

G P S

S T

A

IR

TD

A

M A

G E

D

C

M P O

U T

L E

T

P

R

P

R

W

IL

D L

IF

E A

R E

A B

O U

N D

A R

Y

" C

M

P IN

LE

T

C

M P I

N L E

T

T

L P S

C

M P I

N L E

T

L O

G S

L O

G S

G P S

S T

A

IR

P

R

P

R

W

IL

D L

IF

E A

R E

A B

O U

N D

A R

Y

" C

M

P IN

LE

T

T

C

M P I

N L E

T

C

M P I

N L E

T

T

L P S

C

M P I

N L E

T

L O

G S

L O

G S

5 4

P

R

C

M P I

N L E

T

C

M P I

N L E

T

C

C

R

C

M P I

N L E

T

C

M P I

N L E

T

C

C

NPS Drwg. No. ---/------

NPS PMIS No. 170144

Prel im ina ry

- N uc

PLAN AND PLAN

Stationing reference line

Stationing reference line

Install pipe culvert, 36"

Remove existing pipe culvert

END OVERLAY WORK

BEGIN MICRO-SURFACING WORK

D.4

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d o ly m fd .d g n

WA NPAS OLYM 207(1)

u ly

C h e c k e d b y

D e s ig n e d b y T

P h a n

See C Sheets for details and quantity

Deep Paatch, type 1

Staircase Ro ad

Staircase Road

C P

/8

" IR

W /F

H W

A A

L U

M C

A P

C P

P

R

P

R

E L

E V

C

M P

IN

L E T

E L

E V

N O P

A R

K

IN

G

N O P

A R

K

IN

G S P E E

N L

IM

IT

TS

S

E L E

V

.7

" C

M P

IN

L E T

E L E

V

.6

T

E L

E V

C

M P I

N L E

T

E L

E V

E L

E V

E L

E V

F E E S

C H

E D

U L E

X

' C

M P

C P

P

R

P

R

E L

E V

C

M P

IN

L E T

E L

E V

N O P

A R

K

IN

G

N O P

A R

K

IN

G S P E E

N L

IM

IT

TS

S

E L E

V

.7

" C

M P

IN

L E T

E L E

V

.6

T

E L

E V

C

M P I

N L E

T

E L

E V

E L

E V

E L

E V

F E E S

C H

E D

U L E

X

' C

M P

C P

C P

P

T

S

A C

H N

SPEEDHUMP

SPEEDHUMP

C P

T

T C P

T

C

M P I

N L E

T

" C

O N

C R E T E O

U T L E T

T

X

' C

M P

NPS Drwg. No. ---/------

NPS PMIS No. 170144

Prel im ina ry

- N uc

LEGEND:

Micro-surfacing Type 3

Micro-surfacing Type 2

AREA

MICRO-SURFACING

D.5

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d o ly m fe .d g n

WA NPS OLYM 207(1)

u ly

C h e c k e d b y

D e s ig n e d b y

Staircase Public Parking

Staircase Road

Connector Road

Staircase Campground

Staircase Campground Loop

1. See Road Inventory Program (RIP) data for

Olympic National Park Cycle 4 Report for additional maps and route information

(except where noted as Cycle 5).

2. Unique colors and shades used to differentiate routes and surface treatment.

No Work Unless Noted Otherwise

2000'1000'0

Scale in Feet

NPS Drwg. No. ---/------

NPS PMIS No. 170144

Prel im ina ry

- N uc

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

16101 807656.903 942221.024 801.727 47°30'49.272052"N 123°19'32.670596"W 734.2763 1.00001121 5/8" IR w/FHWA Alum cap 1.

16102 808070.399 941831.738 806.695 47°30'53.212534"N 123°19'38.553477"W 739.2476 1.00001128 5/8" IR w/FHWA Alum cap

17103 808216.931 941495.883 805.126 47°30'54.538898"N 123°19'43.519308"W 737.6753 1.00001146 5/8" IR w/FHWA Alum cap

17104 808398.889 941683.225 830.873 47°30'56.399748"N 123°19'40.887023"W 763.4289 1.00001038 5/8" IR w/FHWA Alum cap

17105 808317.075 941839.643 821.693 47°30'55.648182"N 123°19'38.567176"W 754.2489 1.00001076 5/8" IR w/FHWA Alum cap

STAIR1 805198.967 943807.899 744.434 47°30'25.590696"N 123°19'08.290289"W 676.9571 1.00001208 5/8" IR w/FHWA Alum cap

STAIR2 805340.845 943316.905 756.771 47°30'26.816783"N 123°19'15.510950"W 689.2908 1.00001159 5/8" IR w/FHWA Alum cap

PROJECT : Rehabilitate Staircase Road DATE OF FIELD WORK :Multiple Entries

PROJECT UNITS : US SURVEY FOOT

COORDINATE SYSTEM : Washington South SPCS NAD83 (2011)

EPOCH DATE : 2010.0000

VERTICAL DATUM : Orthometric elevations based on the NAVD88 GEOID 12b

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

C

M yF ile s\

Pr oj ec ts

\W as hi ng to n\

S ta ir ca se \L

G O

St ai rc as e_ co nt ro ls he et

.x ls x] Sh ee t

-J un -2

:5

W

FL

H

D S ur ve y

W

FL

H

D S ur ve y

D es ig ne d by

C he ck ed b y:

STATE PROJECT

D.6

SHEET

NUMBER

NPS OLYM 207(1)WA

SURVEY CONTROL

Prel im ina ry

- N uc

Varies

Existing ground

CL

2-inch compacted depth

Roaway aggregate, method 2

Place tack coat between lifts

TYPICAL SECTION, APPROACH ROAD AND PARKING

Va rie s

VariesVaries

VariesVaries

[1][1]

[2] [2]

FOOTNOTE:

[1]

[2] Construct cross slope as shown...

Construct as point layout shown on Sheet E.__

TABULATION OF QUANTITIES

TYPICAL SECTION AND

APPROACH ROAD AND PARKING

Aggregate surface reconditioning

Asphalt concrete pavement, type 1

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 O

L Y

M e a .d g n

WA NPS OLYM 207(1)

u ly

C h e c k e d b y

D e s ig n e d b y T

P h a n ti mil n oit c u rt s n o C ti mil n oit c u rt s n o C

NPS Drwg. No. ---/------

NPS PMIS No. 170144

Prel im ina ry

- N uc berm to berm water from hillside, 4' wide, Proposed ditch to collect

Parallel Parking?

11'

5'

11'11'

22'

51.5'

Existing edge of graval

11'

PARKING LAYOUT

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 o ly m e b .d g n

WA NPS OLYM 207(1)

u ly

C h e c k e d b y

D e s ig n e d b y T

P h a n

.5

1" = 20"

Scale in Feet

40200

Proposed edge of pavement will be included once concept is hatched out.

the mainline. Approach road alignment

Note--This location start 100 feet from

6" D

IA

C

OVER

NUT

ELE

V

7.

NUT

ELE

V

4.

CP

CP

TU

P

W A R N I N G

B U R I E D

U T I L I T Y

W A R N I N G

B U R I E D

U T I L I T Y

W

ATE

R

W A R N I N G

B U R I E D

U T I L I T Y

W

ATE

R

W A R N I N G

B U R I E D

U T I L I T Y

W

ATE

R

NUT

ELE

V

7.

6" D

IA

C

OVER

NUT

ELE

V

7.

6" D

IA

C

OVER

PROPANE

" F

IR

" F

IR

" F

IR

" F

IR

6" D

IA

C

OVER

W V

W V

W V

W V

W V

W F

W V

"X

" C

OVER W

V

"X

" C

OVER

NPS Drwg. No. ---/------

NPS PMIS No. 170144

Prel im ina ry

- N uc

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 o ly m u a .d g n

WA NPS OLYM 207(1)

J u n e

C h e c k e d b y

D e s ig n e d b y T

P h a n

UTILITIES QUANTITIES

TABULATION OF

NPS Drwg. No. ---/------

NPS PMIS No. 170144

Prel im ina ry

- N uc

Stationing reference line

Stationing reference line

F.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 o ly m u b .d g n

WA NPS OLYM 207(1)

u ly

C h e c k e d b y

D e s ig n e d b y T

P h a n

BEGIN PROJECT

WA NPS OLYM 207(1)

Utilities trench 10+00

Begin utilites trench work

PLAN AND PLAN

UTILITIES

Utilites trench one box per 1000 ft, plus 1 box for sharp turn, and 1 box for the end.

Utilites box location TBD. Current estimate based on

Owner will be identified.

Any existing utilites will need to be located, Note to reviewer:

NPS Drwg. No. ---/------

NPS PMIS No. 170144

Prel im ina ry

- N uc

Stationing reference line

Stationing reference line

F.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 o ly m u c .d g n

WA NPS OLYM 207(1)

J u n e

C h e c k e d b y

D e s ig n e d b y T

P h a n

Utilites trench

PLAN AND PLAN

UTILITIES

Utilities trench

5 4

NPS Drwg. No. ---/------

NPS PMIS No. 170144

Prel im ina ry

- N uc

Stationing reference line

Stationing reference line

F.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 o ly m u d .d g n

WA NPAS OLYM 207(1)

J u n e

C h e c k e d b y

D e s ig n e d b y T

P h a n

END UTILITIES TRENCH

Utilites trench

Utilites trench

PLAN AND PLAN

UTILITES

NPS Drwg. No. ---/------

NPS PMIS No. 170144

Prel im ina ry

- N uc

DETAILS

UTILITY VAULT

LOADBREAK VAULT LID

ring and lock (typ.)

Recessed lifting m in ty p

BB

6'-10"

C C

5'-0"

2" Ø drain hole

6" Ø sump with knockout

Ground rod

(4 required)

1 @ each corner

Galvanized pulling iron rack (typ.)

Hardware mounting

8 each wall

8" Ø knockout (typ.)

Existing ground surface

Top of paved

3'-0"

3'-0"

SECTION C-C

SECTION A-A

SPLICE VAULT LID

cover and ductile iron locking

38 1/2" ø Cast iron ring

6"

6'-10"

AA

System identification

5/8" Ø Threaded insert (typ.)

Diamond pattern

Diamond pattern

System identification

Ground stud

1-2" Ø

Lift hole (typ.), 12" 12"

30"

PLAN VIEW

Concrete collar

6'-0" 4'-0"

SECTION B-B

(SHOWN WITH LOADBREAK LID)

SPLICE VAULT and LOADBREAK VAULT BASE m in m a x

7.

6.

5.

4.

3.

2.

1.

Install Splice vault lid on vaults placed within the roadway.

the manufacturer's recommendations.

Paint vault lids with flat black epoxy coating, according to

Install top of vault lids to 1/2" below pavement grade.

Apply emulsified asphalt to exposed concrete surfaces after final paving.

and the actual arrangement.

to the approved manufacturer's shop drawings for all dimensions shown. Each manufacturer's Cable Vault assembly will vary. Refer

This drawing depicts a typical Vault assembly. Reinforcing not

Final vault location to be approved by CO.

Place concrete collar around manhole rim.

F.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 o ly m u e .d g n

WA NPS OLYM 207(1)

u ly

C h e c k e d b y

D e s ig n e d b y T

P h a n

NO SCALE

NPS Drwg. No. ---/------

NPS PMIS No. 170144

Prel im ina ry

- N uc

PLAN

PLAN

(3) Separable splice with overall jacket

EPR insulationwith overall jacket

EPR insulation insulated protective cap with bracket, ground lead and with insulated standoff bushing

Loadbreak elbow and junction, END VIEWSECTION

"2 145'-10""2

1 each side, 2 sides

" Ø Lift hole,2

Galvanized "C" channel 6"

6"

2 each end, 2 ends 6" x 8" Knockout, FOOTNOTE:

NOTE:

2" PVC conduit (4)2" PVC conduit (4)

" ground rod with clamps4 3 " ground rod with clamps4 electrical vault

Precast concrete electrical vault

Precast concrete

2" Conduit (4) 2" Conduit (4)

3'-1"

LOADBREAK VAULT WIRING DIAGRAM

SPLICE VAULT WIRING DIAGRAM

VAULT DETAILSCOMMUNICATIONS VAULT

Install fault indicators.

Section 636.05A.

Install compatible cable hangers in accordance with according to the manufacturer's recommendations.

When located in the roadway, install with circular vault lid

Set vault lids 1/2" below pavement surface.

Top of vault to match existing slope.

All vault locations are to be approved by the CO prior to excavating.

4.

3.

2.

1.

F.6

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d o ly m u f.

d g n

WA NPS OLYM 207(1)

u ly

C h e c k e d b y

D e s ig n e d b y T

P h a n

NO SCALE

NPS Drwg. No. ---/------

NPS PMIS No. 170144

Prel im ina ry

- N uc

DETAILS

UTILITY TRENCH

NOTE:

24"

Saw cut

Existing finished gradeSaw cut

Undisturbed native material

Bedding material

2" PVC conduit (3)

3"

Existing pavement structure, depth varies marker tape Telecom

8" compacted depth

Crushed Aggregate, 6" min.

6" min.

4" compacted depth

Asphalt Concrete, Power marker tape

UTILITY TRENCH

(TBD)

Backfill material

Saw cut pavement at all trench locations.1.

F.7

STATE PROJECT

NUMBER

SHEET

U

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

WA NPS OLYM 207(1)

u ly

C h e c k e d b y

D e s ig n e d b y T

P h a n

NPS Drwg. No. ---/------

NPS PMIS No. 170144

Prel im ina ry

- N uc

10.4 x 16 25101 -0300

25301 -0000

60201 -0600

60201 -0800

60201 -1000

Station

ES

TI

M

A

TE

D M

A X

IM

U M

C O

V

ER

S

TR

U C

TU

R A L

EX

C A V A

TI

O N

PL

A C

ED

R

IP

R A P, M

ET

H O

D A

C

LA

S S

G A B

IO

N S

-I

N C

H P

IP

E

C U

LV

ER

T

-I

N C

H P

IP

E

C U

LV

ER

T

-I

N C

H P

IP

E

C U

LV

ER

T

S K

EW

A N

G

LE

A llo w ab le P ip e

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

B

EV

EL

S

1V :n

H

B

EV

EL

S

1V :n

H

REMARKS

See below for numbered notes

FEET CUYD CUYD SQFT LNFT LNFT LNFT Lt Rt 10+51 55 For UT Trenching conf 111+90 50 For UT Trenching conf 13+46 70 For UT Trenching conf 16+20 60 For UT Trenching conf 27+67 6 200 45 For Road Mtn 41+50 50 For Road Mtn 52+84 55 For UT Trenching conf

PROJECT TOTAL 0 6 200 55 230 100

Allowable Pipe Material

NOTE: A Aluminum

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

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

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

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES

c:

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

D ra in ag e.

xl sx ]S he et

9- Ju l-

2:

P M

T.

P ha n

6/

D

C he ck er

/2

D es ig ne d by

C he ck ed b y:

STATE PROJECT

G.1

SHEET

NUMBER

NPS OLYM 207(1)WA

NPS PMIS No. 170144 NPS Drwg. No. --/----

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

Prel im ina ry

- N uc

1.

2.

3.

4.

METAL ROUND PIPE CULVERT

METAL PIPE ARCH CULVERT

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

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

STEEL ALUMINUM

EQUI-

VALENT

DIAMETER

MINIMUM

CORNER

RADIUS

MINIMUM

COVERSPAN x RISE

PIPE ARCH

SIZE

PIPE ARCH

SIZE

SPAN x RISE

EQUI-

VALENT

DIAMETER

MINIMUM

CORNER

RADIUS

MINIMUM

COVER

MINIMUM

COVERDIAMETER

PIPE

SIZE

PIPE

SIZE

DIAMETER

MINIMUM

COVER

ALUMINUMSTEEL

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

special analysis by the CO.

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

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

Obtain approval before furnishing annular corrugation pipe.

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

NPS Drwg. No. ---/------

NPS PMIS No. 170144

602-1

STANDARD APPROVED FOR USE 12/1993

REVISED: 4/1994 6/2005

METAL PIPE CULVERT

Fill heights exceeding 100 feet require

" CORRUGATIONS2

1" x 3

22 3" x 1" CORRUGATIONS

METAL THICKNESS (INCH/GAGE)

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

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

" CORRUGATIONS2

1" x 3

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

METAL THICKNESS (INCH/GAGE)

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

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)INCHES

INCHES

INCHES

142 x 91

137 x 87

128 x 83

117 x 79

112 x 75

103 x 71

95 x 67

87 x 63

83 x 57

81 x 59

77 x 52

73 x 55

71 x 47

66 x 51

64 x 43

60 x 46

57 x 38

49 x 33

42 x 29

35 x 24

28 x 20

24 x 18

21 x 15

17 x 13

INCHES

INCHES

3.5

INCHES

" CORRUGATIONS2

1" x 3

22 3" x 1" CORRUGATIONS

METAL THICKNESS (INCH/GAGE)

5" x 1" CORRUGATIONS

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

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)

0.109/120.138/10 0.168/8

INCHES INCHES INCHES

103 x 71

95 x 67

87 x 63

81 x 59

73 x 55

66 x 51

64 x 43

60 x 46

57 x 38

49 x 33

42 x 29

35 x 24

28 x 20

24 x 18

21 x 15

17 x 13

INCHES

3.5

" CORRUGATIONS2

1" x 3

METAL THICKNESS (INCH/GAGE)

3" x 1" CORRUGATIONS

0.135/100.105/120.075/14

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)

0.060/160.135/100.105/120.075/140.060/16

STATE PROJECT

NUMBER

SHEET

G.2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

NPS OLYM 207(1) WA

U S

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

.d g n u ly

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

NOTE:

Prel im ina ry

- N uc

1.

2.

SMOOTH SLEEVE BAND FLAT BAND

SEMI-CORRUGATED BAND

HELICAL BANDANNULAR BANDSTANDARD BAND CONNECTIONS

SLEEVE JOINT

SIDE VIEW SIDE VIEW SIDE VIEW

END VIEW

END VIEWEND VIEW

Oval Lug

Band Angle

Bar & Strap

Integral Flange Wedge and Strap

Smoother sleeve with center stop.

Stab type joint

ROUND PIPE

DIAMETER

PIPE ARCH

SPAN × RISE

CORRUGATION

W

Band Band

Band Bolts

Pipe

Band

Bolts

Angle

Pipe

BandBand

Bolts

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

Rivet, spot weld, or

Angle

Wedge

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

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

Highway Bridges, Division II Section 26 may be used.

of corrugation at heel and toe of angle

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

Bolt, bar and

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

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

COUPLING BANDS FOR METAL PIPE CULVERT [1]

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

ANNULAR

CORRUGATED

HELICALLY

CORRUGATED

BANDS [4]

SEMI-

CORRUGATEDSIZE [2]

BANDS [3] BANDS [5]

Band corrugation in pipe end with second annular around band meshes

Continuous corrugation

W

BoltsBand

WW

NPS Drwg. No. ---/------

NPS PMIS No. 170144

602-2

STANDARD APPROVED FOR USE 12/1993

REVISED: 4/1994 6/2005

MINIMUM BAND WIDTH (INCHES)

1 × 2

1 × 3

3 × 1

5 × 1 78 to 144

36 to 72

78 to 144

36 to 72

78 to 84

42 to 72

12 to 36

87 × 64 to 142 × 91

60 × 46 to 81 × 59

87 × 64 to 142 × 91

60 × 46 to 81 × 59

49 × 33 to 83 × 57

17 × 13 to 42 × 29

10.5

10.5

10.5

10.5

10.5

10.5

10.5

INCHESINCHESINCHES

rerolled with 3" × 1" pipe corrugations.

COUPLING BAND

METAL PIPE CULVERT

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

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

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

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

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

"2 1" × 3

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

diameter, required above 42" diameter

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

Second angle connection optional to 42"

STATE PROJECT

NUMBER

SHEET

G.3

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

NPS OLYM 207(1) WA

U S

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

.d g n u ly

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

NOTE:

underdrain [6]

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

[5]

[6]

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

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

Prel im ina ry

- N uc

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

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

See Section 704 for bedding and backfill requirements.

1.

2.

3.

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

MULTIPLE PIPE INSTALLATION

PIPING PLUG

BELOW NATURAL GROUND OR

TRENCH EXCAVATION IN EMBANKMENT

ON UNSTABLE MATERIAL

ABOVE AND BELOW

NATURAL GROUND

ON NATURAL GROUND

ABOVE NATURAL GROUND

ON UNYIELDING MATERIAL

PIPE BEDDING

ELEVATION

SECTION A-A

LEGEND:

Bedding material (uncompacted)

Impermeable backfill material.

BEDDING DEPTH

MINIMUM SPACING

SPACING

DIAMETER

or SPAN

PIPE SIZE (H) DEPTH

Roadway embankment Roadway embankment

Natural ground

Toe plate Toe plate

Natural ground Natural ground

Roadway embankment

Roadway excavation

Natural ground

H

Width

H H

H H

H H

H H

H

H

H

H

Finished subgrade Finished subgrade

Natural ground

Finished subgrade

Pipe culvert

Embankment slope

High water elevation treatment

Culvert end

Piping plug before trench excavation embankment height

Finished subgrade or

Original natural ground surface

A

A

Finished subgrade

Roadway embankment

Roadway embankment

Finished subgrade trench excavations

Embankment material placed in layers

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

depth table

See bedding excavation in trench

HH

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

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

Remove unstable material to

Bedding

Bedding

Bedding

Bedding

H

Half diameter or whichever is less

(see table)

Minimum spacing or Span

Diameter or Span

Diameter section

Metal endMetal end section

NPS Drwg. No. ---/------

NPS PMIS No. 170144

602-3

STANDARD APPROVED FOR USE 12/1993

DRAFT: 10/2014

REVISED: 4/1994 6/2005

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

exceeding 6" compacted depth. Or lean concrete

> 54"

12" to 54"

6"

4"

18" (min.)

6" in uncompacted depth.

* Reduce to 18" for

UP to 48"

48" and UP

24" span or 36", PIPE CULVERT BEDDING

METAL AND PLASTIC

2'-0" ±

1'-0" ±

18" ±

18" ±18"±

(min.)

6"

(min.)

6"

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

"/foot of cover,2 minimum

1'-0"

STATE PROJECT

NUMBER

SHEET

G.4

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

NPS OLYM 207(1) WA

U S

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

L y m g d S td

.d g n u ly

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

NOTE:

2H or 12' (max.)

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

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

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

Prel im ina ry

- N uc

6.

5.

4.

3.

2.

1.

MULTIPLE ROUND PIPE INSTALLATION SUPPLEMENTAL CONCRETE PIPE TIE

PIPING PLUG

TRENCH INSTALLATIONEMBANKMENT INSTALLATION

CONCRETE ROUND PIPE CULVERT LEGEND:

Bedding material (uncompacted).

Embankment material placed in layers

Impermeable backfill material.

FILL HEIGHT AND PIPE CLASS TABLE

BEDDING DEPTH

SIZE

PIPE

MINIMUM SPACING

EMBANKMENT TRENCHDIAMETER

DEPTHPIPE SIZE (H)

CLASS VCLASS IVCLASS IIICLASS II

TRENCH

CLASS VCLASS IVCLASS IIICLASS II

EMBANKMENT

adjusted to tie into impervious material.

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

Construct a piping plug of impermeable backfill

Roadway embankment

Limits of pipe compaction

SECTION A-A

install the pipe culvert according to the limits of pipe

Where unyielding or unstable material is encountered, the compaction limits shall be the walls of the trench.

in an embankment. For pipe installation in a trench, Pipe compaction limits shown are for pipe installation and rigid pavements.

pipe to the top of the pavement for both flexible

Measure maximum fill height from the top of the to the top of the pavement for rigid pavements.

culvert to the subgrade for flexible pavements, and

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

the elevation of the inlet invert, reduce the amount elevation on the parabolic curve as designed exceeds

Develop camber on a parabolic curve. If the midpoint ordinate amount equal to 1% of the pipe length.

a chord through the inlet and outlet inverts an

When directed, camber pipe culverts upwards from in the contract documents.

Use Supplemental Concrete Pipe Tie when specified

AASHTO Standard Specifications for Highway Bridges.

structural pipe designs meeting the criteria of may be increased on approval of site-specific

Maximum fill heights for pipe culvert installations

A

A lean concrete backfill in accordance with Section 614

Compacted backfill material placed in layers

Bedding (See table)Bedding (See table)

H

Width

° 60°

H

H

H

H

(See table)

Minimum spacing

H

Finished subgrade before trench excavation embankment height

Finished subgrade or to springline backfill

Compacted

Piping plug end treatment

Culvert

Embankment slope

High water elevation

Pipe culvert holes (typ.)

Concrete pipe tie when precast

Tapered holes permitted over pipe joint

Do not install fastener

O Ring if required

2H2H

602-7

STANDARD APPROVED FOR USE 12/1993

DRAFT: 6/2008

REVISED: 4/1994 6/2005

CULVERT INSTALLATION

CONCRETE PIPE

compaction shown on Standard 602-3.

INCHES

DIAMETER

INCHES

COVER

MINIMUM

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE IN FEET

> 54"

12" TO 54"

6"

4"

OVER 96"

36"-96"

12"-36"

48"

0.5H

15"

72"

72"

2H

" min.2 12'-6 not exceeding 6" compacted depth.

not exceeding 6" compacted depth, or

1'-0" (min.)

" dia. hole for4

" max.2 12'-9 ty p ic a l m a x

1'-0"±

1'-3" min.

1'-5" max.

1" dia. Joint tie

STATE PROJECT

NUMBER

SHEET

G.5

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

NPS OLYM 207(1) WA

U S

C c m y fi le s p w p r o d u c ti o n d O ly m g f_

S td

.d g n u ly

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

NOTE:

H H

H H

Prel im ina ry

- N uc

TRAFFIC CONTROL QUANTITY

TUBULATION OF TEMPORARY

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 O ly m n a .d g n

WA NPS OLYM 207(1)

u ly

C h e c k e d b y

D e s ig n e d b y T

P h a n

NPS Drwg. No. ---/------

NPS PMIS No. 170144

Prel im ina ry

- N uc

G20-2

G20-2

G20-2

G20-1

See Note 11

G20-1

See Note 11

M in o r R o a d

M a jo r R o a d

W20-1

See Note 10

W20-1

See Note 10

W20-1 over

W16-8P

See Note 9

W20-1 over

W16-8P

See Note 9

W20-1

Ro ad N am e

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

ROAD WORK

END

WORK

ROAD

AHEAD

ROAD WORK

END

ROAD WORK

END

ROAD WORK

END

WORK

ROAD

AHEAD

WORK

ROAD

AHEAD

W20-1

See Note 10

W20-1

See Note 10

G20-2

Erect all project advance warning signs before starting construction work.

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

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

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

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

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

NCHRP-350 or MASH for crashworthiness.

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

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

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

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

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

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

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

Expressway / Freeway

A

B

C

(S ee S ig n

Sp ac in g

Ta bl e)

ADVANCE

W

ARNI

NG

AREA

C

B as d et er m in ed b y th e

CO

W or k zo ne A re a of In flu en ce

Pr oj ec t L im its

A

A

(S ee S ig n

Sp ac in g

Ta bl e)

ADVANCE

W

ARNI

NG

AREA

A

A

ROAD NAME

ROAD NAME

ROAD WORK

NEXT xx MILES

WORK

ROAD

xxxxxxx

WORK

ROAD

xxxxx

WORK

ROAD

xxxxxxx

WORK

ROAD

xxxxxxx

ROAD WORK

NEXT xx MILES

W13-1P

(optional)

W13-1P

(optional) xx

MPH

xx

MPH

NPS Drwg. No. ---/------

NPS PMIS No. 170144

STANDARD APPROVED FOR USE 6/2005

DRAFT: 6/2014

REVISED:

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

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

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

635-1

ADVANCE SIGNING

TEMPORARY TRAFFIC CONTROL

STATE PROJECT

NUMBER

SHEET

H.2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

NPS OLYM 207(1) WA

U S

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

.d g n u ly

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

NOTE:

Prel im ina ry

- N uc

PROCEED

WHEN

CLEAR

NO SCALE

PROCEED

WHEN

CLEAR

PROCEED

WHEN

CLEAR

Traffic flow

Traffic flow

R1-1

See Note 4

G20-2

W3-1

(optional)

W1-4

Special sign

R1-1

Special sign

Spacing Table)

(See Length and

8.

7.

6.

5.

4.

3.

2.

1.

LENGTH AND SPACING TABLE

SPEED*

APPROACH

AREA

TAPER

SPACE

BUFFER

SPACE

WORK

CHANNELIZING DEVICE

not the advisory speed.

Approach speed based on the regulatory posted speed, *

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

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

Section 3B.16 of the MUTCD.

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

Requirements, Section 156.

For project specific minimum width, refer to Special Contract

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

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

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

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

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

sufficient visibility of approaching vehicles.

approaching vehicular traffic through and beyond the work site and have

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

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

STOP

STOP

See Note 4

W20-1 W20-4

(optional)

W13-1P

See Note 7

(optional)

W16-2P

WORK SPACE

(optional) (optional)

LENGTH

BUFFER SPACE

NOTE:

reflective white background

Black lettering on

SPECIAL SIGN

Expressway / Freeway

WORK

ROAD

AHEAD

ONE LANE

ROAD

AHEAD

xx

MPH

ROAD WORK

END

xxx

FEET

ABC

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

BUFFER SPACETAPER AREA

Device spacing

BUFFER SPACE TAPER AREA A

See Note 6

STOP LINE

light (optional)

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

Reduce or eliminate drums in

Channelizing devicesSee Note 6

STOP LINE

NPS Drwg. No. ---/------

NPS PMIS No. 170144

635-8

STANDARD APPROVED FOR USE 6/2005

DRAFT: 8/2013

REVISED:

(WITH STOP SIGN)

SINGLE LANE CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

MPH FEET

SPACING IN FEET

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

50 MPH.

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

" Black border2

165' - 230'

See Note 5

10' min.

15'

D

D

D

STATE PROJECT

NUMBER

SHEET

H.3

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

NPS OLYM 207(1) WA

U S

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

.d g n u ly

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

24"

R

Prel im ina ry

- N uc

WIDTH

"X"

AREA

NUMBER

OF POSTS

POST SIZE D HOLE SIZE

WOOD POST SELECTION TABLE

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

NO SCALE

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°

NPS Drwg. No. ---/------

NPS PMIS No. 170144

635-14

STANDARD APPROVED FOR USE 6/2005

DRAFT: 9/2014

REVISED:

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, 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)

Other Shapes ≤ 48" Diamond ≤ 36"

Other Shapes ≤ 12' Diamond ≤ 48"

200' m in m in

6' - 12'

WOOD POSTS

SIGN INSTALLATION

TEMPORARY TRAFFIC CONTROL

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

STATE PROJECT

NUMBER

SHEET

H.4

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

NPS OLYM 207(1) WA

U S

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

.d g n u ly

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

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

Prel im ina ry

- N uc

TRAFFIC CONTROL QUANTITY

TUBULATION OF PERMANENT

I.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 O ly m ta .d g n

WA NPS OLYM 207(1)

u ly

C h e c k e d b y

D e s ig n e d b y T

P h a n

TABULATION TO BE DEVELOPED

LEFT BLANK INTENTIONALLY

NPS Drwg. No. ---/------

NPS PMIS No. 170144

Prel im ina ry

- N uc

SINGLE POST SIGNS

POST DETAIL

THREE POST SIGNS FOUR POST SIGNS

MINIMUM DISTANCE TO SIGN

SIGN INSTALLATION ANGLE

SIGNS WITHOUT ANGLES

TYPICAL MOUNTING FOR

WOOD POST SELECTION TABLE

Direction of traffic flow

SIZE

POST NUMBER OF POSTS

1 2 3 4 D diameter and hole depth

Notch from curb

Offset (W)

Lateral

Height (V)

Mounting

5.

4.

3.

2.

1.

TWO POST SIGNS

of traveled way

Elevation at edge of traveled way

Elevation at edge of traveled way

Elevation at edge of traveled way

Elevation at edge

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

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

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

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

Location

Rural Districts

Residence Districts

Business or

See table for hole size post, parallel to sign face.

Field drill holes through a secondary sign mounted below another sign.

exceeds the limit for the largest post, use steel post installation.

Values shown are the maximum permitted. If the product of XYZ

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

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

Finish ground line

NO SCALE

rectangle enclosing all the signs.

- Multiple sign installations: X and Y are the dimensions of a dimensions of the signs.

- Single sign, or back to back signs: X and Y are the overall

For the purpose of post selection X and Y are as follows:

longest post.

Z is the height from ground line to mid-height of sign at the conditions. See Wood Post Selection Table below.

D is the minimum post embedment depth for average soil fit field conditions.

indicate overall post length. Select post lengths to 4 thru H1H is vulnerable to being struck when placed outside the clear zone.

Traffic barrier protection is required for all posts larger than

CL post

Backfill material

W

0.15X0.35X0.35X0.15X ty p

Z

.5

Y

H

H

H

V Y

Backfill material

W

0.125X0.25X0.25X0.25X0.125X

.5

Y Z

H

H

H

H ty p

D

V Y

V Y

H

Z ty p

D

Same post size

Same post size

Bottom of sign

Long side of post single post installations of post. Omit notch for

Saw cut notch full width

H

Same post size

Backfill material

(See Post Selection table)

Notch depth (where required)

W

W

Backfill material

.5

Y

Z ty p

D

V Y

H

.5

Y

0.2X0.6X0.2X NPS Drwg. No. ---/------

NPS PMIS No. 170144

W633-7

REVISED:

DETAIL APPROVED FOR USE 10/2009

WESTERN FEDERAL LANDS HIGHWAY DIVISION

(inch)

8 x 12

8 x 10

6 x 10

6 x 8

6 x 6

4 x 6

4 x 4

Product of X-Y-Z in CUFT

6'-0"

5'-0"

5'-0"

4'-0"

4'-0"

4'-0"

3'-0"

"4

"4

"2

For all retroflectorized signs where W > 25'

6 ft 5 ft

7 ft 2 ft

V may be reduced by 1 foot in rural districts for

22 ft (max.)

X=14 ft (min.) to maximum

X=5 ft to 12 ft (max.)

X=4 ft (min.)

18 ft (max.)

X=10 ft (min.) to

WOOD POSTS

INSTALLATION

PERMANENT SIGN

" outside dia.) 4 1(1 oversized washer

" nonmetallic16

" oversized washer16 5" lock nut16

" bolt16

" bolt thru the post8

6" x 8" when located within the clear zone or if the post

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

I.2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

NPS OLYM 207(1) WA

U S

C c m y fi le s p w p r o d u c ti o n d O ly m tb

W

.d g n u ly

NOTE:

all around (typ.)

3" minimum all around (typ.)

3" minimum all around (typ.)

3" minimum all around (typ.)

3" minimum

Prel im ina ry

- N uc

Striping Plans.

accessibility symbol unless a border is indicated in the

The Accessibility Parking Space marking only includes the

"Standard Highway Signs", current edition.

All letters, numerals and symbols shall conform with the current edition.

with the ''Manual on Uniform Traffic Control Devices'' (MUTCD), Place pavement word and symbol markings in accordance

3.

2.

1.

TYPE

ACCESSIBILITY PARKING SPACE MARKING

"AHEAD" WORD MARKING "SCHOOL" WORD MARKING

"ONLY" WORD MARKING"YIELD" WORD MARKING"STOP" WORD MARKING

TURN LANE-USE ARROW PAVEMENT MARKING AREASLANE-USE ARROW

THROUGH

LANE-USE ARROW

TURN AND THROUGH

TRIANGLE SYMBOL

YIELD AHEAD

NOTE:

NO SCALE

Turn and Through Lane-Use Arrow

Turn Lane-Use Arrow

Through Lane-Use Arrow

YIELD Word Marking

STOP Word Marking

SCHOOL Word Marking

ONLY Word Marking

AHEAD Word Marking

Accessibility Marking w/ border (Blue)

Accessibility Marking w/ border (White)

Accessibility Marking (symbol only) specified in the Striping Plans

Blue background when border in the Striping Plans

White border when specified

W634-1

REVISED: 11/2006 10/2007

DETAIL APPROVED FOR USE 3/2003

WESTERN FEDERAL LANDS HIGHWAY DIVISION

6'

(V

M

P H

(V

M

P H

(V

M

P H

(V

M

P H

8"

.5

.5

14"12"14"

12"30"30"

33"

R

R

12"30"30"

.7

.7

33"

R

14"

6.75'

4" Typical

4" Minimum

T y p

4" Minimum

4" Typical

Yield Ahead Triangle (V≥45 MPH)

Yield Ahead Triangle (V≤40 MPH)

7'

9.75'8'

6'

27"

R

27"

T y p

SQFT

M in im u m

6" R

SYMBOLS AND WORDS

PAVEMENT MARKINGS

3" Minimum

9" R

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

I.4

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

NPS OLYM 207(1) WA

U S

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

W

.d g n u ly

NPS Drwg. No. ---/------

NPS PMIS No. 170144

45"

3"R

3"R

3"R

24" Minimum

Prel im ina ry

- N uc