mora01201_PreAd-Planset.pdf

PIERCE CO.

LEWIS CO.

FEDERAL HIGHWAY ADMINISTRATION

U. S. DEPARTMENT OF TRANSPORTATION

e (max)

V

ADT (YR+20)

ADT (YEAR)

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

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

WA NPS MORA 12(1)

APPROVED:

DATE

DATE

DATE

DATE

National Park Service

Regional Director, Pacific West Region, (INSERT) National Park

Superintendent, National Park Service

Project Manager, Denver Service Center

Western Federal Lands Highway Division

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

Construction of Roads and Bridges

Standard Specifications for

SCALE IN MILES

NATIONAL

PARK

SERVICE

Department of the Interior

1 2 3 41

T

N

T

N

R 8 E R 9 ER 7 E R 10 E R 11 E R 12 E

T

N

Lake

Mowich

Lake Ethel

Lake James

Adelaide Lake

Marjorie LakeOliver Lake

Lakes

Twin Sisters

Stevens Canyon Rd.

M T . B A K E R S N O Q U A L M I E

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

W I L D E R N E S S

W I L L I A M O. D O U G L A S

A N D

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

M T . B A K E R S N O Q U A L M I E

Bumping Lake M T . R A I N I E R

N A T I O N A L P A R K

M T . R A I N I E R

Park

Yakima

Lakes

Deadwood

BEGIN PROJECT

END PROJECT

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

P I N C H O T

G I F F O R D

K. LOFTSGAARDEN

and drainage.

Reconstruction, shoulder stabilization

0.060

35 MPH

2400 (2035)

1200 (2015)

WASHINGTON

PIERCE COUNTY

MT. RAINIER NATIONAL PARK

REPAIR MATHER MEMORIAL SLIDE AREA

LENGTH 0.3267 MILES

504+75

522+00

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 m o r a a a .d g n

WA NPS MORA 12(1)

A

M

A u g u s t

C

C o n r a d

C h e c k e d b y

D e s ig n e d b y

PREL

IM

IN

ARY

NOT

FO

R C

ONST

RUCT

IO

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

M a y

U

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

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

A.2 NPS MORA 12(1) WA

BH

CP GPS

JH

TP

DI

36 31

6 1

36 31

6 1

SEC.

SEC.

EL. 1234.56

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

PREL

IM

IN

ARY

NOT

FO

R C

ONST

RUCT

VICINITY MAP

SCALE IN MILES

0 2 1 1 2

Lakes

Owynigh

Lakes

Deadwook

Crystal Lake

Lower

Lake

Sheep

Lake

Ghost

Lake

Tipsoo

Ranger Station

White River

D e a d w o o d

C re e k

C re e k

K lic k ita t

S h a w C re e k

Peak

Barrier

Chinook Pass

Footbridge

Peak

Naches Gap

Sheepskull

Pass

Cayuse

N

P

IE

R C E C

O

Y A K

IM

A C

O reviR naciremA kroF reiniaR

NATIONAL PARK

MT. RAINIER

W I L D E R N E S S

W I L L I A M O. D O U G L A S

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

M T. B A K E R S N O Q U A L M I E

A.3

STATE PROJECT

NUMBER

SHEET

U

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

WA NPS MORA 12(1)

P

A u g u s t

C o n r

C h e c k e d b y

D e s ig n e d b y

Long. 121° 32' 31.53966" W

Lat. 46° 53' 18.25529" N

522+00

END PROJECT

Long. 121° 32' 26.54014" W

Lat. 46° 53' 01.76942" N

504+75

BEGIN PROJECT

m ile s P a c k w o o d W

A m ile s

E n u m c la w W

A m ile s

Ya kim a W A.

PREL

IM

IN

ARY

NOT

FO

R C

ONST

RUCT

TYPICAL SECTION

[2

Va ria bl e

Se ed in g, m ul ch in g, a nd tu rf e st ab lis hm en t lim its

[2]

Va ria ble

1:3 1:3

C le a r in g l im it

S lo p e s ta k e

C le a r in g l im it

C le a r in g l im it

FOOTNOTE:

5'-0'5'-0"

0.25 D

0.25 D

Existing ground

Slope stake

Existing ground

Profile grade

10'-0'

5'-0"5'-0"

[1] 2% Crown

ROUNDING DETAIL

[3]FILL SLOPE

ROUNDING DETAIL

[3]CUT SLOPE

[2]

Va ria ble

CL

D

Shoulder

2'-0"

Traveled lane

11'-0"

C le a r in g l im it

4-inch compacted depth, placed in two equal lifts

Asphalt concrete pavement, type 1 proportionally.

dimension and reduce the front slope rounding distance

For cut heights less than "B" reduce "B" to the cut height[3]

Construct slopes as shown in the Staking Report.[2] on the plan and profile curve data.

Superelevate roadway on curves at the rate 'e' as indicated [1]

MATHER MEMORIAL HIGHWAY

Variable

Shoulder

2'-0"

Traveled lane

11'-0"

Tack coat, between lifts tur f e sta blis hment lim its

See din g, mulc hin g, and

8-inch compacted depth

Roadway aggregate, method 2, 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 m o r a c a .d g n

WA NPS MORA 12(1)

A u g u s t

C o n r a d

C h e c k e d b y

D e s ig n e d b y

PREL

IM

IN

ARY

NOT

FO

R C

ONST

RUCT

TABULATION OF QUANTITIES

PLAN AND PROFILE

FOOTNOTE:

To remain property of others.[2]

For information only, Not measured for payment.[1]

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 m o r a fa .d g n

WA NPS MORA 12(1)

A u g u s t

C o n r

C h e c k e d b y

D e s ig n e d b y

PREL

IM

IN

ARY

NOT

FO

R C

ONST

RUCT

P C

.9

P T

.6

P C

.8

P T

.9

P C

.5

D I

W

BEGIN PROJECT

N

Line to be constructed

Existing ground

Remove sign

506+80 RT

Remove sign

509+58 LT

Remove GPS antenna

510+86 LT

Remove delineator

511+68 LT

Remove delineator

512+22 LT

S e e S e c ti o n G f o r d e ta il s

I n s ta ll p ip e c u lv e r t a n d e n d s e c ti o n s

R e m o v e e x is ti n g

C

M P

S e e S e c ti o n G f o r d e ta il s

I n s ta ll p ip e c u lv e r t a n d e n d s e c ti o n s

R e m o v e e x is ti n g

C

M P

Slope stake limits

Slope stake limits

See Section G for details Install 24" pipe culvert 12" CMP and end section Remove existing drop inlet 514+22

Proposed MSE wall, see Section F

506+89.90 to 508+47.15 LT

Proposed MSE wall, see Section F

511+2654.30 to 514+37.85 LT

CUYD

EXC.

CUYD

EMB.

517+50515+00512+50510+00507+50505+00497+50

4300 4300

4310 4310

4320 4320

4330 4330

4340 4340

4350 4350

4360 4350

4370 4360

4380 4370

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 m o r a fb .d g n

WA NPS MORA 12(1)

A u g u s t

C o n r a d

C h e c k e d b y

D e s ig n e d b y

,3

.3

-5.7309%

218' VC

K = 107

,3

.8

-3.6975%

-5.9898%

SSD = 621'

300' VC

K = 131

CONNECTION DETAIL

Saw cut existing pavement for paverment structure

See Sheet C.1

El.= 4,365.24

E= 1,380,196.360

N= 567131.788

504+75

MATHER MEMORIAL PARKWAY

WA NPS MORA 12(1)

PREL

IM

IN

ARY

NOT

FO

R C

ONST

RUCT

.5

P T

.6

P C

.9

P T

.4

P C

.5

WARNING BURIED UTILITY

N

P

MW

Profile grade

Proposed MSE wall, see Section F

515+08 to 516+01 LT.

Proposed MSE wall, see Section F

517+61 to 518+02 LT.

Proposed MSE wall, see Section F

519+57 to 521+82 LT.

Remove guardrail

520+26 to 522+28 LT.

See Section G for details

Install 24" pipe culvert

Remove existing 24" CMP

519+81

Remove sign

514+67 LT

Remove delineator

515+70 LT

Remove delineator

515+70 LT

Remove sign

518+83 LT

Remove sign

520+96 LT

Remove sign

520+96 RT

Remove monitoring well

514+67 & 514+78 RT

Remove monitoring well

516+41 & 516+51 RT

S e e S e c ti o n G f o r d e ta il s

I n s ta ll p ip e c u lv e r t

C

M P a n d e n d s e c ti o n

R e m o v e e x is ti n g d r o p i n le t

Remove sign

516+42 LT

Remove delineator

515+70 LT

DI

CUYD

EXC.

CUYD

EMB.

525+00522+50520+00517+50515+00

4260 4260

4270 4270

4280 4280

4290 4290

4300 4300

4310 4310

4320 4320

4330 4330

4340 4340

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 m o r a fc .d g n

WA NPS MORA 12(1)

A u g u s t

C o n r a d

C h e c k e d b y

D e s ig n e d b y

K = 642

,3

.9

300' VC

-5.5226%

END PROJECT

El.= 4,275.903

E= 1,379,899.689

N= 568,806.335

522+00

MATHER MEMORIAL PARKWAY

WA NPS MORA 12(1)

PREL

IM

IN

ARY

NOT

FO

R C

ONST

RUCT

QUANTITIES

EROSION/SEDIMENT CONTROL

TABULATION OF

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 m o r a d a .d g n

WA NPS MORA 12(1)

A u g u s t

C o n r

C h e c k e d b y

D e s ig n e d b y

PREL

IM

IN

ARY

NOT

FO

R C

ONST

RUCT

43104310

43104310

4315431

4370 4370

054305

54320

4350 4350

4355 4355

43154320

43304335

5 4345

D I

El.= 4,365.24

E= 1,380,196.360

N= 567131.788

BEGIN PROJECT N

N

Construction limits

Construction limits

Construction limits

See detail Sheet E.X

Install inlet protection

505+79 RT

See detail Sheet E.X

Install inlet protection

508+81 RT

Silt Fence

Check Dam

Inlet Protection

LEGEND

504+75

MATHER MEMORIAL PARKWAY

WA NPS MORA 12(1)

Install check dams. See detail Sheet E.5

504+75 to 522+00 RT

Install silt fence, See detail Sheet E.4

504+75 to 522+00 LT

Construction limits

Install silt fence, See detail Sheet E.4

504+75 to 522+00 LT

See detail Sheet E.X

Install inlet protection

505+79 RT

504+75 to 515+00

CONTROL PLAN

EROSION / SEDIMENT

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 m o r a d b .d g n

WA NPS MORA 12(1)

A u g u s t

C o n r

C h e c k e d b y

D e s ig n e d b y

Install check dams. See detail Sheet E.5

504+75 to 522+00 RT

PREL

IM

IN

ARY

NOT

FO

R C

ONST

RUCT

54235

428042

42804280

42854285

4335 4335

4340 4340

426042

4265426

42704270

N

N

Construction limits

Construction limits

Construction limits

Construction limits

See detail Sheet E.X

Install inlet protection

514+20 RT

515+00 to 522+00

CONTROL PLAN

EROSION / SEDIMENT

Install silt fence, See detail Sheet E.4

504+75 to 522+00 LT

Install check dams. See detail Sheet E.5

504+75 to 522+00 RT

Install silt fence, See detail Sheet E.4

504+75 to 522+00 RT

Install check dams. See detail Sheet E.5

504+75 to 522+00 RT

E.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 m o r a d c .d g n

WA NPS MORA 12(1)

A u g u s t

C o n r

C h e c k e d b y

D e s ig n e d b y

504+75

MATHER MEMORIAL PARKWAY

WA NPS MORA 12(1)

El.= 4,275.903

E= 1,379,899.689

N= 568,806.335

END PROJECT

PREL

IM

IN

ARY

NOT

FO

R C

ONST

RUCT

NO SCALE

POST AND GEOTEXTILE INSTALLATION DETAIL

SILT FENCE INSTALLATION AT TOE OF FILL

Fi ll slo pe

T o e o f s lo p e

PLAN

ELEVATION

4.

3.

2.

1.

T o e o f s lo p e

Fi ll sl op e

ELEVATION

PLAN

PLAN

PLAN

END DETAIL

END POSTS DETAIL

POSTS AT JOINTS

Varies

Varies

Geotextile

Steel or wood post

Backfilled and compacted soil fo r s p a c in g

S e e N o te

Limits of clearing

(undisturbed)

Silt fence reinforcement

REVISED: 7/2016

DETAIL APPROVED FOR USE --/----

WESTERN FEDERAL LANDS HIGHWAY DIVISION

SILT FENCE

W157-1

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

E.4

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

NPS MORA 12(1) WA

U S

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

A u g u s t

NOTE:

Staple or tie

Section B

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

Steel or wood posts

Steel or wood post

Staple or tie

Geotextile fabric

Fasten fabric to posts around each post one full turn.

Fold geotextile fabric See Note 3

End Posts Detail

End posts, see

End Posts Detail

End posts, see

See Note 3 fabric, Section A

Geotextile

Flow

Flow

Flow running around the ends.

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

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

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

as long as specified dimensions are satisfied. Follow

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

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

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

4" min.

6" min. trench

PREL

IM

IN

ARY

NOT

FO

R C

ONST

RUCT

Se e N ote

6%

5%

4%

3%

2%

NO SCALE

6%

5%

4%

3%

2%

5%

4%

3%

2%

7.

6.

5.

4.

3.

2.

1.

Adjust check dam spacing based on site-specific conditions.

around the ends of the fiber roll.

Provide sufficient length to prevent water from flowing

Drive stakes into undisturbed soil of trench bottom.

stakes. Drive stakes at each end of the fiber roll and at

Install check dams in ditches perpendicular to the flowline.

installation.

Repair all rills or gullies and properly compact prior to functional requirements of the check dam device.

gravel bags as approved by the CO, to meet the

Construct check dams from fiber rolls, filter rock, or

WESTERN FEDERAL LANDS HIGHWAY DIVISION

W157-15

MODERATE GRADES

CHECK DAM

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

E.5

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

NPS MORA 12(1) WA

U S

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

d g n

A u g u s t

CROSS SECTION

V-DITCH

CROSS SECTION

FLAT-BOTTOM DTICH

CROSS SECTION

CROSS SECTION

STAKING DETAIL

FIBER ROLL

PLAN

are similar for flat-bottom ditches

Check dam installation details

V-ditch design shown.

Flow line

GRADE

DITCH

(See Note 7)

CHECK DAM SPACING*

GRAVEL BAG

Gravel bag the ends. See Note 6 to prevent flow around

Curve ends upstream

Filter rock

Filter rock

FIBER ROLL CHECK DAM

GRAVEL BAG CHECK DAM

SPACING (max.)

CHECK DAM

See Note 5

NOTE:

GRADE

DITCH

SPACING (max.)

CHECK DAM

(See Note 7)

CHECK DAM SPACING

FILTER ROCK

GRADE

DITCH

(See Note 7)

CHECK DAM SPACING*

FIBER ROLL

SPACING (max.)

CHECK DAM

FILTER ROCK CHECK DAM

uphill side of fiber roll trench material on

Place excavated

Flow

F lo w on ditch grades steeper than 5%.

Do not use fiber roll check dams

* Spacing calculated based on on ditch grades steeper than 6%.

* Do not use gravel bag check dams

(FT)

(FT)

(FT)

Trench 2" (min.)

m in

Fiber roll 9" Ø (min.)

Trench 2" (min.)

-inch wood 8 1-inch x 18

1Stake fiber rolls in place with 1

Expose stakes 2-inches (min.) above top of fiber roll.

2-foot (max.) spacing.

m in

"6 m in m in .6

9" Ø minimum fiber roll.

PREL

IM

IN

ARY

NOT

FO

R C

ONST

RUCT

WESTERN FEDERAL LANDS HIGHWAY DIVISION

EROSION CONTROL PRODUCT

CHECK DAM WITH ROLLED

W157-16 m in

"6 m in

"6

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

E.6

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

NPS MORA 12(1) WA

U S

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

A u g u s t

3.

2.

1.

PROFILE VIEW

V-DITCH

CROSS SECTION

FLAT-BOTTOM DITCH

CROSS SECTION

(G)

GRADE

DITCH

≥10%

8% and 9%

7%

Rolled erosion control product

:2 ty p

Rolled erosion control product Rolled erosion control product

NOTE:

Adjust check dam spacing based on site-specific conditions.

Install check dams in ditches perpendicular to the flowline.

to installation.

Repair all rills or gullies and properly compact prior

Filter rock

Filter rock

Ponded water

(See Note 3)

CHECK DAM SPACING

FILTER ROCK

Filter rock

SPACING (S)

MAX. CHECK DAM

ROLLED EROSION CONTROL PRODUCT

FILTER ROCK CHECK DAM WITH

(FT)

Check Dam spacing (S)

Ditch Gr ade (G)

PREL

IM

IN

ARY

NOT

FO

R C

ONST

RUCT

Spacing Slope

STAKES REQUIRED

1:1

1:2

1:3

1:4 or flatter for each roll

Stakes required

FIBER ROLL SPACING

Fiber roll length

Fl ow

T o e o f fi ll s lo p e

ELEVATION

PLAN

disturbed areas

Runoff from

INSTALLATION BEYOND TOE OF SLOPE

INSTALLATION ALONG SLOPES

FIBER ROLL STAKING DETAIL

PROPERLY STAKED AND ENTRENCHED FIBER ROLL

Existing ground (typ.)

Fiber roll

Flow direction

Slope

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

S ee F ib er R ol l

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

D along contours

Install fiber rolls

Fiber roll

Slope

Fi ll slo pe

Direction of runoff ground

Existing soil to match ground level

Backfilled and compacted

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

Pay lim its

Pay lim its

SLOPE PROTECTION INSTALLATION

ALTERNATE FIBER ROLL JOINT DETAIL

FIBER ROLL LAPPING DETAIL

on uphill side of fiber roll

Place excavated material Stagger joints (typ.)

2.

1.

permanent installations. Do not crush fiber roll while staking.

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

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

DRAFT: 7/2016

REVISED:

DETAIL APPROVED FOR USE 10/2014

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FIBER ROLL

(FT)

(FT)

W157-21

2" (min.) Excavate trench 2"

1" x 1" or 1" Ø ove rlap

12" (m in.)

t o m in m in

1" x 1" Wood stake as specified in plans

3' min. or

3' (min.)

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

6-inches from fiber roll end angles towards the adjacent

Overlap fiber rolls 12-inch minimum. Drive stakes at

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

E.7

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

NPS MORA 12(1) WA

U S

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

A u g u s t

NOTE:

PREL

IM

IN

ARY

NOT

FO

R C

ONST

RUCT

:1

:1

1:3 1:3

TYPICAL SECTION - MECHANICALLY STABILIZED EARTH WALL

18"

Welded wire form

Geogrid stabilization Select granular backfill

Top of wall chain pavement structure

See Sheet C.1 for

30"

18"

2' (min.)

Gabion rock

Conserved backfill

Varies (3' min.)

CL

AND QUANTITIES

EARTH WALL TYPICAL SECTION

MECHANICALLY STABILIZED

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 m o r a w a .d g n

WA NPS MORA 12(1)

A u g u s t

C o n r

C h e c k e d b y

D e s ig n e d b y

PREL

IM

IN

ARY

NOT

FO

R C

ONST

RUCT

4330433

4390 4395

4330433

4390 4395

507 508

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

W a ll P r o fi le .d g n

WA NPS MORA 12(1)

A u g u s t

C h e c k e d b y

D e s ig n e d b y

BEGIN MSE WALL SUSPEND MSE WALL

Elev 4,354.28

E 1,380,151.564

N 567,340.145

506+89.90, 16.505 LT

Elev 4,349.31

E 1,380,104.022

N 567,488.874

508+47.15, 15.968 LT

Top of wall

Top of wall

Bottom of wall at face of wall

Orig. ground

Profile grade of road

Existing profile of road

506+89.90 to 508+47.15

MSE WALL 1

N

Slope stake limits

Slope stake limits

PREL

IM

IN

ARY

NOT

FO

R C

ONST

RUCT

I

43154320

43304335

43154320

43304335

512 513 514

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

W a ll P r o fi le .d g n

WA NPS MORA 12(1)

A u g u s t

C h e c k e d b y

D e s ig n e d b y

RESUME MSE WALL SUSPEND MSE WALL

Elev. 4,317.51

E 1,380,006.941

N 568,072.801

514+37.85, 16.19 LT

Elev. 4,334.83

E 1,380,036.344

N 567,790.722

511+54.30, 15.99 LT

Top of wall

Top of wall

Existing profile of road

Profile grade of road

Bottom of wall at face of wall

Orig. ground

Slope stake limits

Slope stake limits

N

H-6P-15

MW

H-5SI-14

MW

511+54.30 to 514+37.85

MSE WALL 2

PREL

IM

IN

ARY

NOT

FO

R C

ONST

RUCT

5427542

42904290

4320 4320

4325 4325

454350 43

5427542

42904290

4320 4320

4325 4325

454350 43

515 516

H-4P-15

MW

H-3SI-15

MW

Elev. 4,296.21

E 1,379,980.408

N 568,442.816

518+08.15, 16.192 LT

Elev. 4,298.83

E 1,379,983.074

N 568,395.491

517+60.75, 16.192 LT

518+50

RESUME MSE WALL

Elev. 4,312.97

E 1,379,999.820

N 568,148.823

515+14.00, 16.192 LT

SUSPEND MSE WALL

Elev. 4,307.79

E 1,379,992.762

N 568,237.230

516+02.45, 16.192 LT

RESUME MSE WALL SUSPEND MSE WALL

517+60.75 to 518+08.15

MSE WALL 4

515+14 to 516+02.45

MSE WALL 3

Top of wall Top of wall

Top of wall

Top of wall

Bottom of wall

Bottom of wall at face of wall

Orig. ground at face of wall

Orig. ground

Profile grade of road

Profile grade of road of road

Existing profile of road

Existing profile

Slope stake limits

Slope stake limits

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

W a ll P r o fi le .d g n

WA NPS MORA 12(1)

A u g u s t

C h e c k e d b y

D e s ig n e d b y

PREL

IM

IN

ARY

NOT

FO

R C

ONST

RUCT

4235 4240

42454245

4250 4255

60 4265

5 4270

4235 4240

42454245

4250 4255

60 4265

5 4270

520 521 522

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

W a ll P r o fi le .d g n

WA NPS MORA 12(1)

A u g u s t

C h e c k e d b y

D e s ig n e d b y

N

Top of wall

Bottom of wall at face of wall

Orig. ground

Top of wall

519+50.38 to 521+85.33

MSE WALL 5

Proposed grade of road

Existing profile of road

Slope stake limits

Slope stake limits

Elev 4,287.68

E 1,379,967.792

N 568,581.638

519+50.38, 16.659 LT

Elev 4,275.80

E 1,379,878.806

N 568,793.793

521+85.33, 17.567 LT

RESUME MSE WALL END MSE WALL

PREL

IM

IN

ARY

NOT

FO

R C

ONST

RUCT

10.4 x 16 20702 -0100

25101 -0200

60201 -0800

60210 -0800

60403 -1200

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

G

EO

TE

X

TI

LE

F

IL

TE

R

C

LA

S S

TY

PE

A

O

U

TL

ET

P

R O

TE

C

TI

O N

PL

A C

ED

R

IP

R A P, M

ET

H O

D A

C

LA

S S

O

U

TL

ET

P

R O

TE

C

TI

O N

-I

N C H

P

IP

E C U

LV

ER

T

EN

D

S

EC

TI

O

N F

O R

4-

IN

C H

P

IP

E C U

LV

ER

T

IN

LE

T, F

LH

T

YP

E

5A

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 SQYD CUYD LNFT EACH EACH Lt Rt 505+72 120 22 22 149 2 509+01 97 22 22 75 2 511+74 13 22 22 45 1 1 514+24 13 22 22 45 1 1 519+83 45 23 22 60 2

PROJECT TOTAL 288 111 110 374 8 2

Allowable Pipe Material

NOTE: A Aluminum

1. Steel pipe culvert minimum wall thickness is the larger of ____" or the thickness required AS Aluminized steel by the Std. 602-1 fill height table. C Concrete

2. Aluminized steel pipe culvert minimum wall thickness is the larger of ____" or the 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

-A ug

-2

:1

C C on ra d

5/

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 MORA 12(1) WA

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

PREL

IM

IN

ARY

NOT

FO

R C

ONST

RUCT

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.

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 MORA 12(1) WA

U S

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

.d g n

F e b r u a r y

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

NOTE:

PREL

IM

IN

ARY

NOT

FO

R C

ONST

RUCT

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

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 MORA 12(1) WA

U S

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

.d g n

F e b r u a r y

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

IN

ARY

NOT

FO

R C

ONST

RUCT

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

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 MORA 12(1) WA

U S

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

.d g n a y

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

IN

ARY

NOT

FO

R C

ONST

RUCT

2.

3.

4.

5.

6.

7.

8.

ROUND OR PIPE ARCH CULVERT

PIPE ARCH CULVERTROUND PIPE CULVERT

DESIGN C

CONNECTION TO METAL PIPE

OR OUTLET END OF CONCRETE PIPE

SECTION A-APLAN

ELEVATION ELEVATION

Slope

Toe plateToe plate riveted or welded connection

For all sizes of round pipe and pipe arch

END SECTIONS FOR ROUND PIPE CULVERT

END SECTIONS FOR PIPE ARCH CULVERT

A (min) B (max) H (min) W (max)

SLOPE

Approx.

A (min) B (max) H (min) W (max)

SLOPE

Approx.

A

A

DESIGN B

CONNECTION TO CONCRETE

PIPE INLET END

DESIGN A

CONNECTION TO ANNULAR

CORRUGATED METAL PIPE

diameter

Span or

B

L

AWA

End Section

SpanR is e

Di am et er

Toe plate extension

(min. width A+W)

Toe plate extension

Corner plate

(min. width A+W)

Toe plate extension

Corner plate

Reinforced edge

Pipe coupling band shop bolted to

End section

Pipe culvert

Expander lug End section steel or aluminum pipe

Smooth galvanized

Bolted or welded

Threaded rod

Rod holder connector

Flat strap Pipe culvert Pipe culvert

End section End section

Strap bolt

Pivot bolt

H H reinforcement bolted or riveted under the center panel seam.

Supplement the reinforced edges of end sections for

Variations in design and dimensions are permitted to allow for manufacturer's standards.

Fabricate the diameter of the end section of Design B to match the inside diameter of the concrete pipe culvert.

Design C may be used in lieu of design A for all metal pipe culvert sizes. Coupling bands may be any acceptable type for the pipe culvert specified.

Fabricate multiple piece bodies with lap seams tightly joined attached with bolts or rivets.

Fabricate connector section, corner plate and toe plate extensions from the same metal thickness as the panel body.

Use toe plate extension where shown on the plans.

Warp embankment slopes to match the slope of the flared end sections.

602-4

STANDARD APPROVED FOR USE 12/1993

DRAFT: 10/2007

REVISED: 4/1994 6/2005

METAL END SECTIONS

60" and larger diameter pipe and 66" and larger

" bolts8 3spacing for

35" × 24" thru 66" × 51" pipe arch

For 30" thru 60" round pipe and

17" × 13" thru 28" × 20" pipe arch

For 12" thru 24" round pipe and

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.079

0.079

0.064

0.064

0.064

0.064

0.064

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.075

0.075

0.060

0.060

0.060

0.060

0.060

112 × 75

103 × 71

95 × 67

87 × 63

83 × 57

81 × 59

77 × 52

73 × 55

71 × 47

66 × 51

64 × 43

60 × 46

57 × 38

49 × 33

42 × 29

35 × 24

28 × 20

24 × 18

21 × 15

17 × 13

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.079

0.079

0.064

0.064

0.064

0.064

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.075

0.075

0.060

0.060

0.060

0.060

INCHES

SPAN × RISE

PIPE SIZE METAL THICKNESS

STEEL ALUMINUM

INCHES GAGE INCHES GAGE

INCHES

DIMENSIONS

L (±2")(INCHES)

DIAM.

VALENT

EQUI-

INCHES

DIAMETER

PIPE SIZE

STEEL

METAL THICKNESS

INCHES GAGE

ALUMINUM

INCHES GAGE

INCHES

DIMENSIONS

L (±2") m in

12" (max.) hole lap after expansion

1" Minimum

13" for 30" dia. and over.

culvert less than 30" dia.

7" for concrete pipe

" bolts8 3spacing for m in

12" (max.) hole at 6" centers (max.) or equivalent

" angle4 1" × 2

1" × 22 1equivalent pipe arch provide 2

" bolts8 3flared end section with

" rivets or bolts. Fabricate end section center panels 8 3by

On end section center panels for 66" and larger from 0.138 inch steel or 0.135 inch aluminum.

for 60" and larger diameter pipe and equivalent pipe arch

" stiffener angles 4 1" × 2

1" × 22 1equivalent pipe arch with 2

STATE PROJECT

NUMBER

SHEET

G.5

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

NPS MORA 12(1) WA

U S

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

.d g n a y

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

NOTE:

edge

Reinforced

Pay Limit

Pipe Culvert

PREL

IM

IN

ARY

NOT

FO

R C

ONST

RUCT

QUANTITY

RIPRAP

ESTIMATED

CLASS

RIPAP

QUANTITY

GEOTEXTILE

ESTIMATED

SECTION

END

WITH

SECTION

END

WITHOUT

D

SIZE

CULVERT

QUANTITY

RIPRAP

ESTIMATED

CLASS

RIPAP

QUANTITY

GEOTEXTILE

ESTIMATED

SECTION

END

WITH

SECTION

END

WITHOUT

D

SIZE

CULVERT

NO SCALE

FOR INFORMATION ONLY

PROTECTIVE APRON DIMENSIONS AND QUANTITIES

OUTLET WITHOUT DITCH

FOR INFORMATION ONLY

PROTECTIVE APRON DIMENSIONS AND QUANTITIES

OUTLET WITH DITCH

Variable slopeVariable slope

D

4D m in

H m in

H

D

H ditch slope

Match existing ditch slope

Match existing

D or Span

Dia.

or Span

Dia.

or Span

Dia.

or Span

Dia.

L

LENGTH

APRON

H

DEPTH

APRON

L

LENGTH

APRON

H

DEPTH

APRON

REVISED: 8/2016

WESTERN FEDERAL LANDS HIGHWAY DIVISION

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

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

CULVERT OUTLETS

PLACED RIPRAP AT

W251-1

2' (min.)

2' (min.)

(INCHES)

(INCHES)

14.5

12.5

49.8

38.7

18.5

13.2

5.2

3.2

1.7

44.4

34.0

15.6

10.8

3.9

2.2

1.0

14.5

12.5

38.5

29.8

15.1

10.7

4.4

2.7

1.3

35.6

27.2

13.3

9.3

3.6

2.0

0.9

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

G.6

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

NPS MORA 12(1) WA

U S

C c m y fi le s p w p r o d u c ti o n d m o r a e f.

d g n a y

3.

2.

1.

SECTION A-A SECTION B-B

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

PROTECTIVE APRON AT CULVERT OUTLET WITH DITCH

PROTECTIVE APRON AT CULVERT OUTLET WITHOUT DITCH

END SECTION

CULVERT WITH STANDARD

PLAN VIEW

END SECTION

CULVERT WITHOUT STANDARD

PLAN VIEW

END SECTION

CULVERT WITH STANDARD

PLAN VIEW

END SECTION

CULVERT WITHOUT STANDARD

PLAN VIEW

NOTE:

A

1 1

A B B

C C DD

E

E

E

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

Do not measure riprap placement excavation

Furnish separation and stabilization geotextile.

less than 10%.

Use for aprons serving culverts with slopes or flatter

Sloped 1V:2H

Original ground

Geotextile m in

H

L

D it c h

D ground

Original

Geotextile Flowline m in

D

Geotextile m in

D m in

D ground

Original

Geotextile

D it c h

D

L ground

Original

Geotextile m in

H Original ground

L L

PREL

IM

IN

ARY

NOT

FO

R C

ONST

RUCT

QUANTITIES

TEMPORARY TRAFFIC CONTROL

TABULATION OF

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 m o r a n a .d g n

WA NPS MORA 12(1)

A u g u s t

C o n r

C h e c k e d b y

D e s ig n e d b y

PREL

IM

IN

ARY

NOT

FO

R C

ONST

RUCT

CONTROL PLAN

TEMPORARY TRAFFIC

Yakima

Centralia

Olympia

Tacoma

Cliffdell

Ellensburg

Seattle

PIERCE

LEWIS

THURSTON

KITSAP

KING

YAKIMA

KITTITAS

0 10 20 30

SCALE IN MILES

N

Enumclaw

Morton Packwood

F O R E S T

N A T I O N A L

S N O Q U A L M I E to Kelso

29 miles

NATIONAL PARK

MT. RAINIER

Elbe

706 42

PASS

CAYUSE

MP 65.50 PASS

CHINOOK

MP 69.21

MT. RAINIER N.P.

MP 57.59 N. ENTRANCE

BEGIN MMP

MP 47.69

END MMP

MP 100.47

Eatonville

Buckley

Carbonado

Puyallup

Naches

H.2

STATE PROJECT

NUMBER

SHEET

U

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

WA NPS MORA 12(1)

A u g u s t

C o n r

C h e c k e d b y

D e s ig n e d b y

PREL

IM

IN

ARY

NOT

FO

R C

ONST

RUCT

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

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

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.3

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

NPS MORA 12(1) WA

U S

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

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

NOTE:

PREL

IM

IN

ARY

NOT

FO

R C

ONST

RUCT

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:

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.

FOR UNMARKED PAVEMENTS

DELINEATION AND SIGNING

500'

500'

500'

500'

500' cycle length

40'

500' cycle length

40' cycle length

40'

STATE PROJECT

NUMBER

SHEET

H.4

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

NPS MORA 12(1) WA

U S

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

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

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.

PREL

IM

IN

ARY

NOT

FO

R C

ONST

RUCT

Traffic flow

Traffic flow

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.

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

(See Length and

Spacing Table)

LENGTH AND SPACING TABLE

APPROACH

SPEED* 1.

2.

3.

4.

5.

6.

(See Length and

Spacing Table)

WORK SPACE

G20-2

See Note 4

W20-1

See Note 4

W3-4

W16-2P

(optional)

W20-7

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

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

BUFFER SPACE

BUFFER SPACE

LENGTH

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

NUMBER

SHEET

H.5

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

NPS MORA 12(1) WA

U S

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

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

PREL

IM

IN

ARY

NOT

FO

R C

ONST

RUCT

Traffic flow

Traffic flow

See Note 4

W20-1 W20-7W20-4

See Note 4

G20-2

Spacing Table)

(See Length and

(optional)

WORK SPACE (optional)(optional)

(optional)

W13-1P

(optional)

W16-2P

7.

6.

5.

4.

3.

2.

1.

the buffer space.

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

Requirements, Section 156.

For project specific minimum width, refer to the Special Contract

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.

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

For pilot car operation, mount the PILOT CAR FOLLOW ME (G20-4) sign at 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

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

LENGTH

BUFFER SPACE

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)

See Note 6

10' min.

STATE PROJECT

NUMBER

SHEET

H.6

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

NPS MORA 12(1) H.6

U S

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

d g n a y

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

PREL

IM

IN

ARY

NOT

FO

R C

ONST

RUCT

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

(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

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

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

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

(WITH SIGNALS)

SINGLE LANE CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

See Note 7

10' min.

40' - 180'

40' - 180'

STATE…