olym201902_PrelimPlans.pdf

Pro ·ect Location

BRITISH COLUMBIA CANAD ,-

_TH\

WASHINGTON KEY MAP

TYPE O F CONSTRUCTION:

Crack sealing, Deck sealing, Painting, Joint replacement, and minor repair work on multiple bridges

SPECIFI CATION:

Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14

PLANS PREPARED BY

Jacobs

FOR

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

VANCOUVER,WASHINGTON

PROJECT MANAGER

J. DAVIS

U.S. DEPARTMENT OF THE INTERIOR

NATIONAL PARK SERVICE

OLYMPIC NATIONAL PARK

PLANS FOR PROPOSED PROJECT

WA NPS BP OLYM 2019(2)

NPS PMIS NO. 310818

OL YM Bridge Preservation

CLALLAM, GRAYS HARBOR, AND JEFFERSON COUNTIES

WASHINGTON

AREA

N u u...

N.T.S.

OLYMPIC

,_I -

_J _J de Fuca

NATIONAL

MOUNT

OLYMPUS

PARK

See Sheets A.2-A.6 for Vicinity Maps and Bridge Locations

OLYMPIC

Brinnon

,1=oREST• J r' - r'oL YMPIC I r '= - , NATIONAL ""'��r,, r

/"'<o�"'=----- - _J FOREST ----- ,-

I

,� -- -Lake1- OL YMPIC Cushman

I

NATIONAL

FOREST Hood�port

NPS PMIS No. 310818 NPS Drw . No. OLYM 149/177993

STATE PROJECT

WA NPS BP OLYM 2019(2)

INDEX T O SHEETS

A. GENERAL INFORMATION

A.1 TITLE SHEET

A.2-6 VICINITY MAPS

B. SUMMARY OF QUANTlTlES

B.1 SUMMARY OF QUANTITIES

C. TEMPORARY TRAFFIC CONTROL PLAN

C.1 TABULATION OF TEMPORARY TRAFFIC CONTROL

QUANTITIES

C.2-10 TEMPORARY TRAFFIC CONTROL DETAILS

C.11 CONCRETE BARRIER DETAIL

D. PERMANENT TRAFFIC CONTROL PLAN

D.1 TABULATION OF PERMANENT TRAFFIC CONTROL

QUANTITIES

D. 2-4 PERMANENT TRAFFIC CONTROL DETAILS

E. BRIDGE

E.l GENERAL NOTES

E.2-10 BRIDGE PRESERVATION DETAILS

APPROVED:

DATE _ __ _ __

Director, Project Delivery, Western Federal Lands Highway Division

By letter

DATE

XX/XX/2021

Regional Director, National Park Service, NPS Interior Regions 8, 9, 10 & 12

RECOMMENDED:

By letter Superintendent, Olympic National Park

DATE

12/10/2021

SHEET

NUMBER

A.1

PRELIMINARY - N

OT FOR CONSTRUCTION

RD

MORA

R

D

MORA RD

Cr k ob

F a kl e

S

B r

E l

C

E l e r

James Pond

I

TE

DC

R

IV

E

R

GC

E

L

RIV

E

R

E R

V R

R

QUILLAYUTE

STATE AIRPORT

T 29 N

R

W

R

T 28 N

Creek

11 12

Q U I L

L A

Y U

T E

D

QUILLAYUTE

LA

PUSH

RD

ee

C ly r n in

C r e k

F k le n r l n

C

QULLAYU

SOL

U

BOAHI

D

IC

K Y

I E

SPUR

RIVER

Q U

IL

E U T E

IN

D

IA

N R E S

N A

T L

P A

R K

O L Y

M P

IC

END

JAMES

RD

Q U

IL

L A

Y U

T E

A

IR

P O

R

ICHWINE

R D

G R

E

N

K

IL

M

M O R

IA

RTY

D U

N C

A

WENTWORTH

H E

R M

IS

O

BALLARD RD

OLD

L

P U

S

E R

IC

K S

O N

R D

STATE FOREST

S F

S F

S F S F

STATE FOREST

S F

STATE FOREST

S F

LA PUSH RD

15 14

27 26 25

C o l b y

SOL

DUC RIVER

BOGACH

IE

L

RIVER

BOGACHIEL

R I V E

R

RIVER

CALAWAH

M ill

Cre ek

Grader Creek

Maxfield

Creek

QUILLAYUTE

R D

L A

P

U

LA PUSH RD

LA

PUSH

CA

LA

W A

H

W A

Y

B O

G A

C H

IE

L

W A

Y R D

FORKS

MUNICIPAL

AIRPORT

T 29 N

T 28 N

NATL

FOREST

RTE

R D

12920

BOGACHIEL WAY

VALLEY

VIEW RD

MARIS BLVD

M A

N S F

IE

L D

D A

V

ID

R D

K ST

W

IL

S O

N R D

R U

S S

E L

L

STATE FOREST

STATE FOREST

STATE FOREST

S F

STATE FOREST

STATE FOREST

STATE

FOREST

S F

Mill

C reek

C A

L A

W A

H

WAY

CALAWAH

E DIVISION ST

P A

L M

N E

L S

M E R C

H A N

L A

P

U S

H R

D

ONP

IN

D

RES

MORA RD

8 9

J ohns on C reek

E ll en

Creek

S

Br

Q U

IL

L A

YU

T E

RI

VE

R

Dahdayla Island

Little James Island

Gunsight Rock

James Island

T 29 N - R 15 W

T 28 N - R 15 W

STATE FOREST

S F

Bridge 9500-008P

N

Dickey River Bridge

01 1 32

Scale in miles

:3

M

D e c e m b e r

A .2

V ic

M a p c p w w o r k d ir

\d e n \j e g r o w le y l\ d \O

L Y

M p ln g e n .d g n

AREA 1

VICINITY MAP

STATE PROJECT

NUMBER

SHEET

WA NPS BP OLYM 2019(2) A.2

NPS PMIS No. 310818 NPS Drwg No. OLYM 149/177993

SOLEDUCK

R

IN

G S

R D

H O T

NATL

FOREST

RTE

NATL

FO

RE

ST

R

T E

F O

R

ES

T

NATL

RTE

N A

T L

N A T

L F

O R

E S

T

R T

E

R

W W

So l D uc

R iv er

So u th

F o rk

Alck ee

Cr ee k de n

Cr ee k

SOL

DUC

R

IVE

SOLEDUCK

HOT

S P R

IN

G S

R D rth

Fork

Sol Duc

River

Three Horse Lake

Boulder Lake

G oo dm an C re ek

Sit kum

River

F O R E S T

N A T L

RTE

N A

T L

FOREST

R T

E

N. F.

N. F.

33 34

21 22

B ound a r y

C r

E a g le

Cr ee k

Eagle Lakes

C ro ss

C re ek

Go od m an

C re ek

T om

Cr ee k

SOL

DUC

RIVE

R

NORTH

FORK

TH

LAKE

CRESCENT

Meldrim Point

Eagle Point

Thompson Point

T 30 N

R

T 29 N

R

W

OLYMPIC NATIONAL PARK

OLYMPIC NATIONAL FOREST

SPRINGS

SOL

DUC

HOT

RD

S O

L

DUC

H O T

S P R

IN

G S

R D

S O

L

DUC

R

IVE

R

N A

F

R E S T

R T

E

F O

R E S

T

RT

E

2931N A

T L

RTE

FO

R

ES

T

N A T L

F RTE291

N A

T L

F O

R E S T

R T E

N A T

L F

O R

E S

T

R T

E

F O

R E S

T

NATL

R T E

S O

U

F O R

K

28 27

OLYMPIC NATIONAL FOREST

OLYMPIC NATIONAL PARK

LAKE

C R

E S

C

E N

T

Boundary Creek

L a p oe l

C re e k

A u ro ra

C re e k

S m it h

Cr

Fa lls

Cr ee k

B arnes

Creek

SolDuc River

Fo rk

North

T 30 N

PIEDMONT

RD

Cedar Point

Lapoel Point

Neagle Point

Maple Point

Barnes Point

Devil Point

Harrigan Point

Saratoga Point

Sledge Hammer

Point

OLYMPIC NATIONAL PARK

OLYMPIC NATIONAL PARK

N A T L

FOREST

R T E

JOYCE-

LAKE

CRESCENT

C re e k

Fa ll s

Barnes

EA

ST

B

EA

CH

RD

OLYM

OLY

S F

T 30 N

T 29 N

R

R W C re e k

RIVER

SOL

DUC

OREST

NA

TL

FOREST

NATL

RTE

N A

T L

F O

R E S

T

R T

E

N

AT

FO

EST

RT

N. F.

Li tt le to n

C re ek

Cam p

G oo d m a n

C re ek

Bridge 9500-003P

N

Bridge 9500-006P

Bridge 9500-007P

Bridge 9500-050P

Bridge 9500-051P

Bridge 9500-052P

Lyre River Bridge

North Fork Sol Duc River Bridge

Sol Duc Hot Springs Bridge

East Viaduct

West Viaduct

New Barnes Creek Bridge

01 1 32

Scale in miles

:3

D e c e m b e r

A .3

V ic

M p w w o r k d ir

\d e n \j e g r o w le y l\ d \O

L Y

M p ln g e n .d g n

AREA 2

VICINITY MAP

STATE PROJECT

NUMBER

SHEET

WA NPS BP OLYM 2019(2) A.3

NPS PMIS No. 310818 NPS Drwg No. OLYM 149/177993

Li tt le

R

B r

S

Seg e Creek

Hu rri cane

Cre ek

Creek

L A K E

M

ILLS

272829

T

Creek Mors e

DEER

PA

R

Mo rs e

C re e k

S ieb ert

Fk W

C r

Lake

Mills

L A

IR

E L

W H A

R

IV

E R

D ry

D

Y

C

E

K

Indian Creek

O L

Y M

P

IC

H O

T S

P R

IN

G S

8 9 10

23 24

28 27

33 34

T 30 N

LWH

A

L A

K E

A L D

W E

L L

Little

River

South

B ran ch

OLYMPIC NATIONALPARK

OLYMPIC NATIONAL

F O R E

ST

R D

R

NATL FOREST RTE 3030

LITTLE RIVER RD

HER

RIC

OLD STATE RD

STATE FOREST

RD

R

D

KARPEN

DAN KELLY RD

VALLEY

ED

EN

P L

A

C O

L V

IL

L E

R D

G A

G N

O N

R E

D D

IC

C A

M E

R

POWER PLANT RD

O

SKERM

AN

R

D

L O

W E R

D A

M R

D

Creek

STATE FOREST

S F

STATE FOREST

STATE FOREST

S F

S FS F

S F

Dam Elwha

Dam (Upper Elwha Dam)

Glines Canyon

T

T

T

T

T

T T

T

T

L

IN

C O

L N

A

IR

P O

C H

E R

E 8TH ST

LAURIDSEN BLVD

PARK RD

L A

U R

P E

A B

O D

Y S

T

AHLVERS RD

R A

E N

IS

E N

N

IS

S T

G O

L F

C O

U R

S E

R D

B A

K

T L

E E

S

C R

E E

K R

D

SCRIVNER RD E

M T

A N

G E L E S R

D

H E

A R

T

P A

R K

W A

Y

O

IL

P A R

K W

A Y

HEART

D

IA

M O

N D

R D

LINBERG RD

B E

N E

W E

Lake

Angeles

River

Dawn

E n n is

E nn is

Cr ee k

Va lle y

P e a bo d y

C re e k

Cr e e k

W h it e

Tu m w a te r

Creek

BONNEVILLE

POWER

ADMINISTRATION

TRANSMISSION

LINE

S ou th

O

' HILLS

O ' H

IL

L S

M O

N R

W

T

HS

T

6TH

ST

W A

B A

S H

S T

HOMESTEADRD

A V

E

MELODYLN

T T T

T

T

2 1

T 30 N

BPA

TRANSMISSION

LINE

DRAPER RD

L a ke

Creek

R iv er

B L

A C

K

U G

A L

L

M O

N R

G A

L

B E

N S

P E

A B

O

F R

A N

IS

C H

A M

B E

R

SS

T

ST

9TH

E

J O

N E

S S

T P E

P O

R T

CAMPBELL AVE

OLYMPICNATIONALPARK

OLYMPIC PARKNATIONAL

LITTLE RIVER RD

MT

ANG

EL

ES

R D

G E L

HARRINGTON RD

BAKER RD

SCRIVNER RD W

Lake

C re ek

Little

C re ek

B R

O O

K E

AV

E

STATE FOREST

STATE FOREST

STATE FOREST

S F

S F

S F

T

T

T

T

T

T

T

T

T

T

T

T

I

I

I

I

I

I

I

I

I

I

I

I

I

I

I I

I

II

I

I

L

IN

C O

L N

A V

E N

DRAPERRD

M T

P L

E A

S A

N T

R D

TOWNSHIP LINE RD

O 'B

R

IE

N R

D

O 'B

R

IE

N R

D

OLD

OLYMPI

C

& NORTH COAST

Lake Creek

CR

E E K

M O R S E

BONNEVILLE

POWER

ADMINISTRATION

TRANSMISSION

LINE

B U

C H

A N

A N

D R

D E

E R

P A

R K

R D

D E

E R

P A

R K

R D

HE

A

RT

O'

H

IL

LS

PA

R

KW

A Y

7 8 9

18 17

10 11

5 4

19 20 21

(ABANDONED)

RAILROADSEATTLE

OLYMPICNATIONAL

P A

R K

DEER PARK

RD

BOYD RD

G L

A

DIETZ RD

M O

U N

T P

L E

A S

A N

T

RD

B A

G L

E

S U

T T

ERVIN JACOBS RD

S

IE

B E

RT

S

CREEK

GASMAN

R D

L A

K E

F A

R M

R D

R D

W e s t

Fo rk

E as t

Fork

M or s e re ek

C

S ie b e rt

C re e k

S ie b e r tN

Bridge 9500-025P

Bridge 9500-026P

North Viaduct

South Viaduct

01 1 32

Scale in miles

:3

D e c e m b e r

A .4

V ic

M p w w o r k d ir

\d e n \j e g r o w le y l\ d \O

L Y

M p ln g e n .d g n

AREA 3

VICINITY MAP

STATE PROJECT

NUMBER

SHEET

WA NPS BP OLYM 2019(2) A.4

NPS PMIS No. 310818 NPS Drwg No. OLYM 149/177993

C L

E A

R W

A T

E R

C L

E A

R W

A T

CO

JEFFERSON CO

P A

C I

F I

C O

C E

A N

W ha le

Creek

Creek

Cr ee k

M oses

F or k

No rt h

Wh ale

QUEETS

RI

VER

Fisher

Creek

Harlow Creek

Ke rr

C re e k

Boulder Creek

Hu rs t

C re ek

C L E

A R

W A

TE

R

R

IVER

E lk

C reek

R

T 24 N

R

T 23 N

Proposed

GRAYSHARBOR

R D

O L Y

M

T

IO

N

QUINAULT INDIAN RESERVATION

NATL PARK

O L Y

M P

IC

STATE

F O

R E

S T

R T E

Q

STATE FOREST

STATE

FOREST

S F

15 14

18 17

30 29

5 4

QUEETS RIVER

RD

RD

RIV

ER

QUEETS

QUEE

TS R

IVER

QUEETS RIV

ER

H a r low

Creek

SALM

O N

RIVE

R

SALMON

RIVER

R a f t

R

Creek

Mud

T a c om a

C reek

Cr ee k

M cK in no n

JEFFERSON CO

GRAYS HARBOR CO

T 24 N

T 23 N

R

T 23 N

OLYMPIC

N A

T L

PARK

OLYMPICNATL P

A

R K

OLYMPIC NATIONAL PARK

OLYMPIC

NATL PARK

QUINAULT INDIAN RES

QUINAULTINDIANRES

FO

REST

RTE

Q

ST

AT

E

STATE FOREST

STATE FOREST

H ibb ard

2 1

QUE

ETS

RI

VE

R

Phelan Creek

Matheny

Creek

Mud

Creek

RIVER

SA

LMON

Raft River

North

Fork

JEFFERSON CO

GRAYS HARBOR CO

R

½ W

T 24 N

T 23 N

O L Y

M P

IC

NATL

P A

R K

O L Y

M

T

IO

N

R E

ST

QUINAULT INDIAN RES

FO

REST

RTE

NATL

N A T L

F O

R E S T

R T E

STATE FOREST

STATE FOREST

N

Bridge 9500-009P

Salmon River Bridge

01 1 32

Scale in miles

:3

D e c e m b e r

A .5

V ic

M p w w o r k d ir

\d e n \j e g r o w le y l\ d \O

L Y

M p ln g e n .d g n

AREA 4

VICINITY MAP

STATE PROJECT

NUMBER

SHEET

WA NPS BP OLYM 2019(2) A.5

NPS PMIS No. 310818 NPS Drwg No. OLYM 149/177993

OLD STATE

RD

NO

QUINAULT

RIVER

Q U

IN

A U

L T

N O

RT

H

SH

OR

E

RD

H ig ley

C reek

M c

C ormick

C reek

S lid e

Cr

LAKE

QU INAULT

NORT

H

SHORE

RD

QUI

NA

ULT

SOUTH

S H

O R

E RD

S O

U T

H

S H

O

S H

O R

E R

D

S O

U T

H ll

Creek

W i a b y

Fa lls

Gatton

Creek

Haas

Creek

Z ie gl er

C re ek

Z iegler

Creek

M e rr im a n

Creek

Inner Cr

Merriman Cr ee k

QUI

NA

UL

T

R

IVER

J u ly

C r

LAKE

QUINAULT

QU

IN

AUL

T

IN

DI

AN

RE

S

Q U

IN

A U L T

IN

DI

AN

RE

S

OL

YMPI

C

NAT

L

PARK

OLYMPIC

NATL

F O R E

ST

OL

YMPI

C N A

TL

FO

RE

ST

COLONE

BOB

ILDE

W

RNE

L

SS

PARK

OLYMPIC

OLYMPIC

NATL

NATL FOREST

O

ON

EL

L C

BO

B

W

IL

DE

RN

ES

S

NATL

F O

R E

E

Elk Lake

Tea C reek

Gibson

Creek

Creek

P etes

H um p tu li ps

Ri ver

Fo rk

W es t

NAT

L

OL

YMP

IC

PARK

OL

YMP

IC

NAT

L

FOR

EST

es

N or th

Fo rk

Ho we

C r

OL

Y

M

PI

C NATL

PARK

OL

Y

M

PI

C NATL

FOREST

RTE

T

R

T 23 N

R

W

R

T 23 N

R

W

Matheny

Creek

Creek

JEFFERSON CO

GRAYS HARBOR CO

O L Y

M

T

IO

N

R E

ST

O L Y

M

T

IO

N

R K

OLYMPIC NATL PARK

O L Y

M P

IC

N A T L

FOREST

QUINAULTNORTH SHORERD

Q U

IN

A U

LT NORT

H

SH

OR

E

R D

S O

U T

H

RD

S

HO

R E

CO

LO

N

EL

BO

B

WI

LD

ER

NE

SS

PA

RK

NA

TL

OL

YM

PI

C

T 24 N

T 23 N

Math eny

Creek

Canoe

Creek

Ke s tn er

C re ek

F in le y

C re ek

BIG

CR

E E

K

Q U

IN

A U

LT

RI

VE

R

JEFFERSON CO

GRAYS HARBOR CO

NATLFOREST RTE

(NORTHSHORERD)

NAT FOREST RTE 9340

(SOUTH SHORE LAKE QUINAULT RD)

(S O

U T

H

LAKE

Q

UI

NAULTRD)

SHORE RTE

NATLFOR

EST

OLYMPICNATL

FOREST

O L Y

M

R E

ST

C O L O

N E L

B O B

W

IL

D E R

N E

SS

WIL

DER

NE

SS

BOBCOLONEL

OLYMPIC NATL

PARK

O L Y

M

R K

Ir el y

Cr ee k

Irely Lake

Big Creek

Fo x

C re ek

Bunch Lake

Cannings C ree k

H ow e

Creek

Q U

IN

A

UL

T RIVER

QUINAULT

RIVER

QUI

NA

UL

T

R

I

VE

R

F O R K

N

OR

TH

NATL

FOREST

Howe

Creek

Lake Connie

R

IV

ER

QU

INAULT

N

Bridge 9500-049S

Bridge 9500-019P

Bridge 9500-020P

Bridge 9500-023P

Bridge 9500-022P

Bridge 9500-060P

Bridge 9500-061P

Bridge 9500-062P

Kestner Homestead Bridge

Big Creek Bridge

Bunch Creek Bridge

Quinault River Bridge

Howe Creek Bridge

Graves Creek #1

Graves Creek #2

Graves Creek #3

01 1 32

Scale in miles

:3

D e c e m b e r

A .6

V ic

M p w w o r k d ir

\d e n \j e g r o w le y l\ d \O

L Y

M p ln g e n .d g n

AREA 5

VICINITY MAP

STATE PROJECT

NUMBER

SHEET

WA NPS BP OLYM 2019(2) A.6

NPS PMIS No. 310818 NPS Drwg No. OLYM 149/177993

Sheet and Description

SECTION C SECTION D SECTION E -

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

BRIDGE

PRESERVATION

ALLOWANCE

Bid

Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0060 15401-0000 CONTRACTOR TESTING LPSM ALL

A0080 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0100 15701-0000 SOIL EROSION CONTROL LPSM ALL

A0120 55236-0000 EXPANSION JOINT REPAIR LPSM All ALL Quantity for information only: 31 LNFT

A0140 55602-1000 REMOVE AND RESET BRIDGE RAILING Includes painting railing. Quantity for information

LNFT 190 190 only: 402 SQFT

A0160 55701-2000 STRUCTURAL TIMBER AND LUMBER, TREATED Includes expanded metal grating. Quantity for

MFBM 2.310 0.090 2.400 information only: 324 SQFT

A0180 56101-0000 STRUCTURAL CONCRETE INJECTION AND CRACK REPAIR Approximate quantity breakdown: North Viaduct - 100

LNFT 200 20 220 LNFT South Viaduct - 100 LNFT

A0200 56301-2000 PAINTING, STEEL STRUCTURE LPSM All ALL Quantity for information only: 5,930 SQFT

A0220 56901-0000 CONCRETE OVERLAY (Thin epoxy overlay) SQYD 3,500 100 3,600

A0240 57501-0000 MINOR BRIDGE WORK (Salmon River Bridge) LPSM All ALL Repair steel railing

A0260 57501-0000 MINOR BRIDGE WORK (East Viaduct) LPSM All ALL Epoxy exposed rebar

A0280 57501-0000 MINOR BRIDGE WORK (Bunch Creek Bridge) Epoxy exposed rebar, grout post-tensioned anchor recesses, repair concrete railing. Concrete railing quantities for information only: Minor Concrete: 0.35

LPSM All ALL CUYD, Reinforcing Steel: 128 LB

A0300 57501-0000 MINOR BRIDGE WORK (West Viaduct) LPSM All ALL Epoxy exposed rebar

A0320 57502-0000 TEMPORARY BRIDGE LPSM All ALL Quantity for information only: 3 EACH

A0340 63308-3000 OBJECT MARKER, TYPE 3 EACH 6 6

A0360 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (Yellow) LNFT 1,732 68 1,800

A0380 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (White) LNFT 3,052 58 3,110

A0400 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 2 2

A0420 63502-1050 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER EACH 40 40

A0440 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 20 20

A0460 63502-3100 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM EACH 2 2

A0480 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER LNFT 280 280

A0500 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 250 250

A0520 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 420 420

A0540 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR DAY 48 48

MileStone: Final

Date Completed: 12/17/21

Report Date: 12/17/21

A

M

E

N

D

Line

Item

No.

Pay Item

Number

SUMMARY OF QUANTITIES

-D e c -2

:3 P

M

Remarks and/or Determination of Estimated QuantityPay Item Description Unit

Estimated

Quantities c p w w o rk d ir

\d e n \j e g ro w le y l\ d

S O

Q B .1

.x ls m ]S h e e t

STATE PROJECT

B.1NPS BP OLYM 2019(2)WA

SHEET

NUMBER

NPS PMIS No. 310818

NPS Drwg No. OLYM 149/177993

:4 o v e m b e r

.1 p w w o r k d ir

\d e n

\j e g r o w le y l\ d

\O L

Y M

C

.1 .d g n

TRAFFIC CONTROL QUANTITIES

TABULATION OF TEMPORARY

STATE PROJECT

NUMBER

SHEET

WA NPS BP OLYM 2019(2) C.1

NPS PMIS No. 310818 NPS Drwg No. OLYM 149/177993

NO SCALE

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

ROAD WORK

END

WORK

ROAD

AHEAD

ROAD WORK

END

ROAD WORK

END

ROAD WORK

END

WORK

ROAD

AHEAD

WORK

ROAD

AHEAD

Expressway / Freeway

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

STANDARD APPROVED FOR USE 6/2005

DRAFT: 6/2014

REVISED:

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

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

B o r d e r .U

S c m y fi le s p w p r o d u c ti o n d F L

H C e ll s .d g n li b

F e b r u a r y

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

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

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

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.

A

B

C

(S ee S ig n

Sp ac in g

Ta bl e)

ADVANCE

W

ARNI

NG

AREA

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

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

NOTE:

WA NPS BP OLYM 2019(2) C.2

NPS PMIS No. 310818 NPS Drwg No. OLYM 149/177993

Traffic flow

Traffic flow

Traffic flow

Traffic flow

Traffic flow

Traffic flow

Traffic flow

Traffic flow

Traffic flow Traffic flow

Traffic flow

635-2

STANDARD APPROVED FOR USE 6/2005

DRAFT: 9/2016

REVISED:

PAVEMENT MARKINGS

TEMPORARY

STATE PROJECT

S

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

.d g n

S e p te m b e r

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

Double solid line: two pavement markers, side by side, spaced on allowed by the gap shown based on curvature.

DETAIL A DETAIL B

NOTE:

DETAIL B1

Passing zone both directions

Two-way traffic

DETAIL A1

Passing zone both directions

Two-way traffic

DETAIL A2

No passing zone one direction

Two-way traffic

DETAIL B2

No Passing zone one direction

Two-way traffic

DETAIL A3

No passing zone both directions

Two-way traffic

DETAIL B3

No Passing zone both directions

Two-way traffic yellow centerline

Shoulder

Shoulder and solid yellow centerline

Shoulder yellow centerline

Shoulder yellow centerline solid yellow centerline

Shoulder

Shoulder

On two- or three-lane roads, signs may be used instead of temporary

To substitute raised pavement markers for lines, use the following patterns:

1.

2.

4" Broken yellow

4" Broken yellow

4" Solid double

4" Solid double

4" Broken yellow and

2' broken line: two pavement markers spaced 2' apart

Single solid line: pavement markers spaced on 10' centers.

10' centers.

Curves < 500' Radius Tangents or Curves ≥ 500' Radius

2' 18'

40'

2' 18'

40'

2' 38'

4" Broken yellow centerline

2' 38'

20'

20' pavement markings as shown on Standard 635-3.

WA NPS BP OLYM 2019(2) C.3

NPS PMIS No. 310818 NPS Drwg No. OLYM 149/177993

NO

CENTER

LINE

NO

CENTER

LINE

NO

CENTER

LINE

NO

CENTER

LINE

NO

CENTER

LINE

NO

CENTER

LINE

DO

NOT

PASS

DO

NOT

PASS

DO

NOT

PASS

PASS

WITH

CARE

PASS

WITH

CARE

PASS

WITH

CARE

NO

PASSING

ZONE

NO

PASSING

ZONE

NO

PASSING

ZONE

635-3

STANDARD APPROVED FOR USE 6/2005

DRAFT: 8/2013

REVISED:

FOR UNMARKED PAVEMENTS

DELINEATION AND SIGNING

STATE PROJECT

S

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

.d g n

S e p te m b e r

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

On curves with radius less than 500', reduce cycle length to 20'.

temporary traffic control zones greater than 3 miles long.

Repeat W8-12 after each major intersection and every 2 miles for

Repeat R4-1 at 1 mile intervals.

500'

500'

500'

500'

500' cycle length

40'

500' cycle length

40' cycle length

40'

NOTE:

Traffic flow

Traffic flow

W8-12

Traffic flow

Traffic flow

Traffic flow

Traffic flow

W8-12

W8-12

W8-12

W8-12

W8-12

Use permanent markings plan to determine no passing zones for each direction of travel.

W14-3

(optional)

W14-3

(optional)

W14-3

(optional) See Note 2

See Note 2

See Note 2

R4-1

R4-1

R4-1R4-2

See Note 6

R4-2

See Note 6

R4-2

See Note 6

1.

2.

3.

4.

5.

6. Use the "PASS WITH CARE" (R4-2) sign at the downstream end of a no-passing zone only if a "DO NOT PASS" (R4-1) sign has been installed at the upstream end of the zone.

vehicle positioning guides

Bi-directional yellow vehicle positioning guides

Bi-directional yellow vehicle positioning guides

Bi-directional yellow

PROJECT LIMITS

PROJECT LIMITS

PROJECT LIMITS

Passing AllowedNo Passing ZonePassing Allowed

DETAIL B

No Passing zone one direction

Two-way traffic

DETAIL C

No Passing zone both directions

Two-way traffic

DETAIL A

Passing zone both directions

Two-way traffic

The pavement on two- or three-lane roads may remain unmarked up to 14 days when providing signs according to this standard.

Optionally use the vehicle positioning guides to provide additional delineation.

WA NPS BP OLYM 2019(2) C.4

NPS PMIS No. 310818 NPS Drwg No. OLYM 149/177993

Traffic flow the buffer space.

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

For night time flagging operation, provide floodlighting at flagger stations.

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

If closure is completely within the project limits, eliminate the "ROAD name of the Contractor on the pilot car.

at a conspicuous location on the rear of vehicle. Prominently display the

For pilot car operation, mount the "PILOT CAR FOLLOW ME" (G20-4) sign conditions as approved by the CO.

Final location and spacing of signs and devices may be changed to fit field those depicted for the opposite direction of travel.

Signs are shown for one direction of travel only. Place devices similar to

Spacing Table)

(See Length and

LENGTH AND SPACING TABLE

SPEED*

APPROACH

6.

5.

4.

3.

2.

1.

Spacing Table)

(See Length and WORK SPACE

See Note 4

G20-2

See Note 4

W20-1 W3-4

(optional)

W16-2P

W20-7

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C posted speed, not the advisory speed.

Approach speed based on the regulatory *

BUFFER SPACE

LENGTH

BUFFER SPACE

NOTE:

Expressway / Freeway

WORK

ROAD

AHEAD

BE

PREPARED

TO STOP

ROAD WORK

END

xxx

FEET

ADVANCE WARNING AREA (See Sign Spacing Table)

TERMINATION AREAVARIABLEBUFFER SPACEABC

(optional)

A

Flagger location

Flagger location

635-5

STANDARD APPROVED FOR USE 6/2005

DRAFT: 8/2013

REVISED:

MPH

FEET

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

(WITH FLAGGERS)

ROAD CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

STATE PROJECT

u g u s t

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

.d g n

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

WA NPS BP OLYM 2019(2) C.5

NPS PMIS No. 310818 NPS Drwg No. OLYM 149/177993

Traffic flow

W20-1

See Note 4

W20-7W20-4

G20-2

See Note 4

(See Length and

Spacing Table)

(optional)

WORK SPACE (optional)(optional)

W13-1P

(optional)

W16-2P

(optional)

1.

2.

3.

4.

5.

6.

7.

Signs are shown for one direction of travel only. Place devices similar to those depicted for the opposite direction of travel.

Final location and spacing of signs and devices may be changed to fit field conditions as approved by the CO.

For pilot car operation, mount the PILOT CAR FOLLOW ME (G20-4) sign at a conspicuous location on the rear of vehicle. Prominently display the name of the contractor on the pilot car.

If closure is completely within the project limits, eliminate the "ROAD

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

For night time flagging operation, provide floodlighting at flagger stations.

For project specific minimum width, refer to the Special Contract

Requirements, Section 156.

Do not allow equipment, materials, or vehicles to be parked or stored in the buffer space.

LENGTH AND SPACING TABLE

APPROACH

SPEED* TAPER

AREA

BUFFER

SPACE

WORK

SPACE

CHANNELIZING DEVICE

* Approach speed based on the regulatory posted speed, not the advisory speed.

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

BUFFER SPACE

LENGTH

NOTE:

Expressway / Freeway

WORK

ROAD

AHEAD

ONE LANE

ROAD

AHEAD

xx

MPH

xxx

FEET

ROAD WORK

END

ATAPER AREABUFFER SPACEVARIABLEBUFFER SPACETAPER AREAABC

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

Device spacing

BUFFER SPACE

Channelizing devices

Flagger location

Flagger location

635-6

STANDARD APPROVED FOR USE 6/2005

DRAFT: 8/2013

REVISED:

MPH FEET

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

(WITH FLAGGERS)

SINGLE LANE CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

SPACING IN FEET

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

STATE PROJECT

u g u s t

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

.d g n

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

See Note 6

10' min.

WA NPS BP OLYM 2019(2) C.6

NPS PMIS No. 310818 NPS Drwg No. OLYM 149/177993

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

STOP

HERE ON

RED

ROAD WORK

END

ROAD WORK

END STOP

HERE ON

RED

LENGTH

BUFFER SPACE

Expressway / Freeway xx

MPH

ONE LANE

ROAD

AHEAD

WORK

ROAD

AHEAD

635-9

STANDARD APPROVED FOR USE 6/2005

DRAFT: 9/2016

REVISED:

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

(WITH SIGNALS)

SINGLE LANE CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

STATE PROJECT

o r d e r .U

S c m y fi le s p w p r o d u c ti o n d F L

H C e ll s .d g n li b

F e b r u a r y

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

(optional) light warning

Type B

See Note 5

STOP LINE

Channelizing devices

See Note 5

STOP LINE

See Note 2

Temporary traffic signal to provide access to work space downstream taper if necessary

Reduce or eliminate drums in

See Note 2

Temporary traffic signal it has two signal faces that are at least 8 feet apart and meets the other

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

See Note 7

10' min.

40' - 180'

40' - 180'

(optional)

W1-4

(optional) (optional)

WORK SPACE

Traffic flow

Traffic flow

W3-3

R10-6

See Note 6

G20-2

See Note 6

G20-2

Spacing Table)

(See Length and

8.

7.

6.

5.

4.

3.

2.

1.

See Note 6

W20-1 W20-4

(optional)

W13-1P

R10-6

NOTE:

A single signal installation is acceptable, on the right-hand side of the road, if depicted for the opposite direction of travel.

Signs are shown for one direction of travel only. Place devices similar to those

ADVANCE WARNING AREA (See Sign Spacing Table)

ABC

(See Length and Spacing Table) VARIABLE TERMINATION AREA

BUFFER SPACETAPER AREA BUFFER SPACE TAPER AREA A

Device spacingSee Note 5 the buffer space.

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

Section 156.

For project specific minimum width, refer to Special Contract Requirements, AHEAD" (W20-1) and "END ROAD WORK" (G20-2) signs.

If closure is completely within the project limits, eliminate the "ROAD WORK pavement markings.

Removeable pavement markings may be used for stop lines and no-passing advance of the stop line that comply with MUTCD Section 3B.02.

markers between the work space and the stop line. Add no-passing lines in

Section 3B.16. Remove existing conflicting pavement markings and raised

For paved roadway surfaces, install stop lines complying with MUTCD must be determined by a qualified engineer.

conditions as approved by the CO. If signals are moved, revised signal timing

Final location and spacing of signs and devices may be changed to fit field automatically, ensure red signal indications are flashed to both approaches.

engineer. When the signal is changed to the flashing mode either manually or provisions of the MUTCD, Part 4. Signal timing shall be established by a qualified

Install and operate temporary traffic control signals in accordance with the requirements of Part 4 of the MUTCD.

WA NPS BP OLYM 2019(2) C.7

NPS PMIS No. 310818 NPS Drwg No. OLYM 149/177993

ROAD WORK

END

ROAD WORK

END

WORK

ROAD

AHEAD

ROAD

NARROWS

xx

MPH

DO

NOT

PASS

NO SCALE

635-12

STANDARD APPROVED FOR USE 6/2005

DRAFT: 6/2015

REVISED:

WITH TEMPORARY BARRIER

SHOULDER CLOSURE LAYOUT

PART LANE WIDTH AND

TEMPORARY TRAFFIC CONTROL

STATE PROJECT

u g u s t

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

.d g n

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

Traffic flow

Traffic flow

W5-1

(See Length and

Spacing Table)

R4-1

W13-1P

(optional)

G20-2

See Note 5

G20-2

See Note 5 limit or 85 percentile speed prior

Shifting taper formula:

Where:

L =

L =

Minimum length of taperL =

W =

S =

LENGTH AND SPACING TABLE

APPROACH

SPEED* TAPER

AREA

BUFFER

SPACE

WORK

SPACE

CHANNELIZING DEVICE

WS

WS²

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

* Approach speed based on the regulatory posted speed, not the advisory speed.

W20-1

See Note 5

MINIMUM TAPER LENGTH 1.

2.

3.

4.

5.

6.

7.

8.

NOTE:

Expressway / Freeway

WORK ZONE

CLEAR ZONE

WIDTH

BUFFER

SPACE

LENGTH

extend markings to connect zones.

If closure is completely within the project limits, eliminate the "ROAD WORK AHEAD" (W20-1) and "END ROAD WORK"

(G20-2) signs.

Install "PASS WITH CARE" sign (R4-2) at ends of no-passing zone if directed by the CO.

Place the barrier according to the AASHTO Roadside Design

Guide. Terminate barrier ends outside the work zone clear zone or protect the barrier ends with a crash cushion.

(optional)

Device spacing

W

A to provide access to work space in downstream taper if necessary

Reduce or eliminate drums pavement markings

Remove conflicting

See Note 7

Temporary concrete barrier.

Channelizing devices

See Note 7 yellow centerline. See Note 4 white edge line. See Note 4

SPACE

(optional)

See Note 1

ADVANCED WARNING AREA

BUFFERTAPER AREAABC

(optional)

TAPER AREA

SPACE

BUFFER

VARIABLE WORK SPACE

(See Length and Spacing Table)

ADVANCE WARNING AREA (See Sign Spacing Table)

Signs are shown for one direction of travel only. Place devices similar to those depicted for the opposite direction of travel.

Final location and spacing of signs and devices may be changed to fit field conditions as approved by the CO.

For project specific minimum width, refer to Special Contract

Requirements, Section 156.

If the roadway surface is paved, install temporary pavement

Do not allow equipment, materials, or vehicles to be parked or stored in the buffer space.

W/2

Double 4" temporary solid

4" Temporary solid

Include reflectors on barrier at 25' intervals.

markings. If nearest no-passing zone is within 400', MPH SPACING IN FEETFEETFEET FEET

SIGNS IN FEET

Numerical value of posted speed

Width of offset in feet for S ≤ 40 MPH for S ≥ 45 MPH to work in miles per hour 30

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

See Note 3

10' min.

See Note 3

10' min.

See Note 7

WA NPS BP OLYM 2019(2) C.8

NPS PMIS No. 310818 NPS Drwg No. OLYM 149/177993

STANDARD APPROVED FOR USE 6/2005

DRAFT: 6/2015

REVISED:

635-13

(WITH TEMPORARY BARRIER)

SINGLE LANE CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

STATE PROJECT

u g u s t

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

.d g n

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

Traffic flow

Traffic flow

Install signs and other devices for single lane closure according to

LENGTH AND SPACING TABLE

APPROACH

SPEED* TAPER

AREA

BUFFER

SPACE

WORK

SPACE

CHANNELIZING DEVICE

CONCRETE

BARRIER

FLARE

RATE

1:8

1:8

1:8

1:9

1:10

1:12

1:14

1:16

1:16

1:16

1:16

1.

2.

3.

4.

5.

6.

BUFFER SPACE

LENGTH

* Approach speed based on the regulatory posted speed, not the advisory speed.

NOTE:

WORK ZONE

CLEAR ZONE

WIDTH

devices may be changed to fit field conditions as approved by the CO.

Place barrier according to the AASHTO Roadside Design Guide. Terminate barrier ends outside the work zone clear zone or protect the barrier ends

For project specific minimum width, refer to Special Contract Requirements, Section 156.

Place channelizing devices at downstream taper during non-work hours or when access is not needed.

Do not allow equipment, materials, or vehicles to be parked or stored in the buffer space.

Reduce or eliminate drums and barrier in downstream taper if necessary to provide access to work space.

spacing

Device pavement markings

Remove conflicting

Channelizing devices

See Note 2

Temporary concrete barrier.

See Note 4

TAPER AREA (

BUFFER SPACE

VARIABLE WORK SPACE

(See Length and Spacing Table)

BUFFER SPACE

TAPER AREA

50' - 100')

(50' - 100') with a crash cushion. Include reflectors on barrier at 25' intervals.

Standard 635-6, 7, 8, or 9. Final location and spacing of signs and

FEETSPACING IN FEETFEETMPH

See Note 3

10' min.

See Note 2

See Note 2

WA NPS BP OLYM 2019(2) C.9

NPS PMIS No. 310818 NPS Drwg No. OLYM 149/177993

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°

635-14

STANDARD APPROVED FOR USE 6/2005

DRAFT: 10/2017

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)(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

o r d e r .U

S c m y fi le s p w p r o d u c ti o n d F L

H C e ll s .d g n li b

F e b r u a r y

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

1.5

1.5

1.5

1.5

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

WA NPS BP OLYM 2019(2) C.10

NPS PMIS No. 310818 NPS Drwg No. OLYM 149/177993

2 # 4

NOTES:

1.

14"

"2

"1

"2

"8

"8

(TYP.)

(TYP.)

24"

END A

DETAIL

TYPICAL BARRIER PIN LOOP

LOOP BAR DETAIL

SIDE

#4 (pairs) ~ 5 spaces @ 18"

# 4 (pair) (typ.)2

"4

3"

(typ.) 14"

(typ.)

"4

"4

"4

(typ.)

2"

"16

(typ.)

12"

(typ.)

"2

3"

(typ.)

loop bar

" (in) diameter4

3 # 4 (typ.)

(typ.)

loop bar

" (in) diameter4

(typ.)

" (in) x 4" (in) pin slot8

A

1" R.

"4

TOP

SIDE

" diam. loop bar (ASTM A36) cold roll4

REINFORCING STEEL BENDING DIAGRAM

LONGITUDINAL BAR

STIRRUP BAR

PIN SLOT BAR

QTY. = 8 BARS

# 4

12' - 0" = 144"

6 3/8"

"4

"2

"2

"2

"8

# 4 (PAIRS)

(typ.)

" R.2

10 bars

Qty. =

6 BARS

QTY. =

(when required)

(typ.)

" R.2

# 4

1 1/4" R.

(TYP.)

3/4" CHAMFER

10" R. (TYP.)

5/8" R.

(typ.)

END B

24"

" (typ.)8 32"2

" R (t yp

"8 74" R.4

" R.8

Unit (Section) length = 12' - 6" (150")A

END

B

END

# 4 (typ.) # 4 (typ.)

# 4 (pair) (typ.)

3 1

TOP

" (in) x 4" (in) pin slot (typ.)8

" Draft2 loop bar (typ.)

" (in) diameter4

DETAIL

BARRIER END

ty p

C

L R

(typ.)

" CLR.

"4

# 4 (typ.)

# 4 (typ.)

# 4 (pair) slot (typ.)

" (in) x 4" (in)8

(typ.)

(typ.)

loop bar

" (in) diameter4

SECTION A

(ASTM A123 or AASHTO M 111)

Hot dip galvanize after fabrication

(typ.)

" Chamfer4

Concrete for barrier shall be Class 5000.

:5 o v e m b e r

C p w w o r k d ir

\d e n

\j e g r o w le y l\ d

\O L

Y M

C

.1

.d g n

(PRECAST)

CONCRETE BARRIER

STATE PROJECT

NUMBER

SHEET

WA NPS BP OLYM 2019(2) C.11

NPS PMIS No. 310818 NPS Drwg No. OLYM 149/177993

NOTE:

4.

3.

2.

1.

Install sign systems as directed by the CO to replace missing Object Markers.

Apply 2 coats of paint for pavement markings according to Subsection 634.05.

Centerline quantities are estimate assuming a double yellow.

Match existing pavement markings or as directed by the CO. Payment will be made for actual striped length on the project.

:0

O c to b e r p w w o r k d ir

\d e n \j e g r o w le y l\ d \O

L Y

M D

.1 .d g n

TRAFFIC CONTROL QUANTITIES

TABULATION OF PERMANENT

STATE PROJECT

NUMBER

SHEET

WA NPS BP OLYM 2019(2) D.1

NPS PMIS No. 310818 NPS Drwg No. OLYM 149/177993

LINE

GROUND

FINISHED

12-GAGE STEEL TUBE

OR 2 1/4" (IN) SQUARE,

SIGN POST ~ 2" (IN)

SIGN POST

TOP OF

TOP OF SIGN

SIGN POST

V A

R

IE

S V

A R

IE

S

SIGN PANEL

OF SIGN

BOTTOM

POST

SIGN

SIGN POST

SIGN PANEL

DETAIL

HEAD NUT

3/8" (IN) HEX

HEX HEAD BOLT

3 1/2" (IN) LONG

3/8" (IN) DIAM. ×

NYLON WASHER

STEEL FLAT WASHER

7/16" (IN) INSIDE DIAMETER (I.D.)

WASHER

STEEL LOCK

7/16" (IN) I.D.

BACKFILL MATERIAL

COMPACTED NATIVE

ISOMETRIC VIEW

VIEW

ELEVATION

SQUARE TUBULAR STEEL POST

DIAM.

9"

A

A

Match existing sign post color or as directed by the CO.

NOTE:

1.

M

I N

:0

D e c e m b e r

S h e e t p w w o r k d ir

\d e n \j e g r o w le y l\ d \O

L Y

M D

.2 .d g n

SQUARE TUBULAR STEEL POSTS

OBJECT MARKER INSTALLATION

STATE PROJECT

NUMBER

SHEET

WA NPS BP OLYM 2019(2) D.2

NPS PMIS No. 310818 NPS Drwg No. OLYM 149/177993

TYPE

PAVEMENT MARKING AREAS

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)

W634-1

REVISED: 11/2006 10/2007

DETAIL APPROVED FOR USE 3/2003

WESTERN FEDERAL LANDS HIGHWAY DIVISION

Yield Ahead Triangle (V≥45 MPH)

Yield Ahead Triangle (V≤40 MPH)

SQFT

SYMBOLS AND WORDS

PAVEMENT MARKINGS

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

S

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

W .d g n

J u n e

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.

ACCESSIBILITY PARKING SPACE MARKING

"AHEAD" WORD MARKING "SCHOOL" WORD MARKING

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

TURN LANE-USE ARROW

LANE-USE ARROW

THROUGH

LANE-USE ARROW

TURN AND THROUGH

TRIANGLE SYMBOL

YIELD AHEAD

NOTE:

specified in the Striping Plans

Blue background when border in the Striping Plans

White border when specified

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

7'

9.75'8'

6'

27"

R

27"

T y p

M in im u m

6" R

3" Minimum

9" R

45"

3"R

3"R

3"R

24" Minimum

WA NPS BP OLYM 2019(2) D.3

NPS PMIS No. 310818 NPS Drwg No. OLYM 149/177993

W634-2

REVISED: 10/2012

DETAIL APPROVED FOR USE 10/2007

WESTERN FEDERAL LANDS HIGHWAY DIVISION

PAVEMENT MARKINGS

LINEAR

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

o r d e r .U

S c m y fi le s p w p r o d u c ti o n d F L

H C e ll s .d g n li b

F e b r u a r y required by the maintaining agency.

pavement markings when specified on the plans or when

Typical pavement marking widths are shown. Use wider for curve widening transition locations.

throughout the curve widening area. See staking details the roadway. Maintain a constant shoulder width "s" curve widening "w" to achieve equal lane widths within

Paint centerline pavement markings on curves with curb interface when curb is present.

Place edge line pavement markings at asphalt/concrete

3.

2.

1.

TYPICAL PAVEMENT MARKING APPLICATIONS

CENTERLINE MODIFICATION FOR CURVES WITH WIDENING APPLIED ON INSIDE

CENTERLINE DETAIL

See Note 2 for treatment of curves when widening "w" is split equally on both sides of centerline

CL

CL

L a n e

L a n e s s w

Transition

Curve widening

Transition

S h o u ld e r s

T ra v e l

L

T ra v e l

L

S h o u ld e r s s L s h o u ld e r

L a n e

T r a v e l

L a n e

T r a v e l h o u ld e r

L w w w w when specified in plans required by the maintaining agency when specified in the plans or when

Increase spacing between parallel lines markings when specified

Approach road pavement break specified in plans extension when edge line line when specified in plans yellow centerline line extension

Turnout

Edge of pavement allow sufficient sight distance

Major approach road

Minor approach

Centerline as required

Edge line when specified in plans and location of top lift pavement joint

Offset centerline for pavement markings

Design

Edge line when specified in plans

4" solid white edge line

4" dotted white line 4" dotted white

4" solid white edge

4" solid double

Locate 12" wide stop line to 4" broken yellow centerline m a x m in

2' 10'30'10'30'10'

2' to 6'

NOTE:

WA NPS BP OLYM 2019(2) D.4

NPS PMIS No. 310818 NPS Drwg No. OLYM 149/177993

GENERAL NOTES

Construction:

Design:

DESIGN LOADING:

Dead Loads:

MATERIALS:

Design stresses:

with 2016 Interim Revisions.

AASHTO LRFD Bridge Design Specifications, 2014, 7th Edition disturbance activities or as directed by CO.

Erosion control to be place at bridge ends and adjacent to any soil on Federal Highway Projects, FP-14.

Standard Specifications for Construction of Roads and Bridges

GENERAL NOTES:

Minor Concrete: f'c = 4,500 psi

Concrete:

Reinforcing steel:

Furnish Elastomeric Concrete for expansion joint repair.

" unless otherwise noted.4

Chamfer exposed edges of all concrete

Furnish Minor Concrete for concrete railing repair.

Furnish concrete in accordance with Section 601.

Provide 2" cover for reinforcing steel unless otherwise noted.

Provide standard hooks as defined by ACI SP-66 for bends unless otherwise noted.

Furnish reinforcing steel conforming to AASHTO M 31, grade 60 deformed.

Painting:

Provide top coat color AMS-STD 24410 (SAE AMES-STD-595) for North Fork Sol Duc steel railing.

Provide top coat color AMS-STD 36628 (SAE AMES-STD-595) for Graves Creek #1, #2, and #3.

Perform painting according to Section 563.

Timber: 50 pcf Concrete: 150 pcf

(8) Quantity for information only: 31 LNFT

(7) Epoxy exposed rebar

(6) Includes painting rail. Quantity for information only: 402 SQFT

(5) Repair steel railing

(4) Includes expanded metal grating. Quantity for information only: 324 SQFT

(3) Quantity for information only: 1,977 SQFT

0.35 CUYD, Reinforcing Steel: 128 LB

railing. Concrete railing quantities for information only: Minor Concrete:

(2) Epoxy exposed rebar, grout post-tensioned anchor recesses, repair concrete

(1) Approximate quantity

Timber:

Alkaline Copper Quaternary (ACQ).

Structural timber for deck and railing shall be Douglas-Fir Larch treated with

E.1

Miscellaneous Structural Steel:

Galvanize structural steel and fasteners in accordance with ASTM A123 and ASTM A153.

hardened steel washers conforming to ASTM F436; and welded shear connector studs conforming to AASHTO M169.

Provide steel sections conforming to ASTM A36; threaded rods, nuts, and smooth dowel bars conforming to ASTM A307;

NO. DATE BY REVISIONS NO. DATE BY REVISIONS

DECEMBER 2021

NPS BP OLYM 2019(2)

PROJECTSTATE

WA

NUMBER

SHEET

DATE DRAWING NO.BRIDGE DRAWING

of 10

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

U.S. DEPARTMENT OF TRANSPORTATION

NPS PMIS No. 310818 NPS Drwg No. OLYM 149/177993

NPS BP OLYM 2019(2)

PROJECTSTATE

WA

NUMBER

SHEET

DATE DRAWING NO.BRIDGE DRAWING

of 10

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

U.S. DEPARTMENT OF TRANSPORTATION

NPS PMIS No. 310818 NPS Drwg No. OLYM 149/177993

Edge of bridge deck curb and railing

Bridge barrier or or curb

Face of barrier

EPOXY OVERLAY DETAIL

E.2

Edge of bridge deck

NO SCALE

Epoxy overlay length

L

E p o x y o v e r la y w id th

B

NPS BP OLYM 2019(2)

PROJECTSTATE

WA

NUMBER

SHEET

DATE DRAWING NO.BRIDGE DRAWING

of 10

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

U.S. DEPARTMENT OF TRANSPORTATION

NPS PMIS No. 310818 NPS Drwg No. OLYM 149/177993

Steel curb

Timber rail (typ.)

pickets at +/-6" spa.

Timber vertical spacing timber deck planks at 9"

Replace 2"x6" transverse vertical pickets

Replace 2"x2" timber longitudinal runners

Replace 1" thick homestead road

L KestnerC expanded metal grating

Install 4'-0" strip

Structure

Kestner homestead road &CL

CL

timber decking grating on top of new

Install expanded metal

TIMBER DECK REPLACEMENT DETAIL

KESTNER BRIDGE -

E.3

NO SCALE

deck replacement

Preserve steel curb during

PLAN

TYPICAL SECTION

14'-3"

"4

6'-2" 4

6'-2 ty p

81'-0"

NPS BP OLYM 2019(2)

PROJECTSTATE

WA

NUMBER

SHEET

DATE DRAWING NO.BRIDGE DRAWING

of 10

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

U.S. DEPARTMENT OF TRANSPORTATION

NPS PMIS No. 310818 NPS Drwg No. OLYM 149/177993 both sides reset steel railing

Remove, paint, and

Do not disturb

Utilities

Sol Duc Valley RoadCL steel railing both sides

Remove, paint, and reset

PAINTING DETAILS

BRIDGE - STEEL RAILING

NORTH FORK SOL DUC RIVER

E.8

NO SCALE

Concrete bridge deck

Concrete girder

NOTE:

temporary traffic barrier.

3. Reinstall steel railing and remove

2. Transport steel railing to shop and paint.

remove steel railing.

1. Place temporary traffic barrier and

ELEVATION

TYPICAL SECTION

is removed, typ.

place while metal railing

Temporary traffic barrier

2'-6"13'-0"13'-0"2'-6"

31'-0" ty p

95'