OR_FS_ERFO_2020(1)-14(1)_planset_pre-ad.pdf

FEDERAL HIGHWAY ADMINISTRATION

U. S. DEPARTMENT OF TRANSPORTATION

e (max) =

V =

ADT (2041) =

ADT (2021) =

0.060

20 mph

<100

<100

APPROVED:

DATE

reconstruction and drainage aggregate surfacing, road

Bank stabilization, embankment, FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

TYPE OF CONSTRUCTION:

DESIGN DESIGNATION:

SPECIFICATION:

Matthew Miller

PROJECT MANAGER

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

PLANS PREPARED BY

PLANS FOR PROPOSED PROJECT

Western Federal Lands Highway Division

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

Construction of Roads and Bridges

Standard Specifications for

N

PROJECT LOCATIONS

for details

See Sheets A.4 and A.5

OR FS ERFO 2020(1)-14(1)

UMATILLA REPAIRS 2020, PHASE 1

WALLA WALLA SOUTH

OREGON

UMATILLA AND UNION COUNTIES

UMATILLA NATIONAL FOREST

LENGTH 0.67 MILES

PENDLETON

Stanton

Helix

Bade

Adams

Athena Bringham Springs

Gibbon

Thornhollow

Duncan Elgin

Looking Glass

Rondowa

Milton- Freewater

F R A N K L I N

U M A T I L L A

McKay

Reservoir

W A L L A W A L L A

C O L U M B I A

G A R F I E L D

A S O T I N

N E Z

P E R C E

L E

W I

S

I D A H O

W A L L O W A

R E C A R E A

N A T I O N A L

C A N Y O N

H E L L ' S

Maxville

Wallowa

Ring

Walla Walla

Dayton

Waitsburg

Dodge

Turner

Eurika

Prescott

126 LEWISTON

Clarkston

Flora

Webb

Waha

00 0 00

Scale in miles

SCALE IN MILES

10 20 3010

PARK

NATIONAL

CASCADES

NORTH

u n d o S t e g u

P

P A

C I F I C

O C

A E

N tS raitof Juan de Fuca

OC

LU

MBIA

R

IV

ER

A S N

KE

R

VERI

M

COLU B

I A

V R I

E R

Lakes

Banks

Lakes

Moses

Reservoir

Potholes

PARK

NATIONAL

OLYMPIC

N.P.

RAINIER

MOUNT

MON.

NAT'L VOLC.

ST. HELENS

MOUNT

BELLINGHAM

Forks

Aberdeen

Chehalis

Longview

OLYMPIA

TACOMA

SEATTLE

EVERETT

Wenatchee

Lake

Moses

SPOKANE

Pullman

Pasco

RICHLAND

Kennewick Walla Walla

ANGELES

PORT

Townsend

Port Vernon

Mt.

VANCOUVER

WASHINGTON KEY MAP

YAKIMA

BRITISH COLUMBIA

I D

A H

O

OREGON

UNITED STATES

CANADA

P A

C F

I C

I O

E C

A N

C

OLUMBIA R

IV

ER

S N

A K

E R I V

E R

Lake

Malheur Lake

Harney

Lake

Summer

D E S

C H

U T

E S

R I

V E

R

Lake

Klamath

Upper

Abert

Lake

LAKE N.P.

CRATER

REFUGE

WILDLIFE

NATIONAL

MALHEUR

RANGE

ANTELOPE

NATIONAL

HART MT.

20 20

395197

Ashland

Roseburg

EUGENE

Bend

Corvallis

Newport

SALEM

PORTLAND

Astoria

Pendleton

La Grande

Ontario

Burns

Falls

Klamath

Bend

North

City

Baker

Dalles

The

WASHINGTON

I D

A H

O

NEVADACALIFORNIA

OREGON KEY MAP

Grants Pass

MEDFORD

WA ERFO FS UMATL614 2020-1(1)

UMATILLA REPAIRS 2020, PHASE 1

WALLA WALLA NORTH

WASHINGTON

COLUMBIA COUNTY

UMATILLA NATIONAL FOREST

LENGTH 55 FEET

WASHINGTON

OREGON

:3

A

M

M a y

T it le

S h e e t c p w w o r k

\d

\O R

F

S

E R

F O ti tl e .d g n

PROJECT

NUMBER

SHEET

A.1

WA ERFO FS UMATL614 2020-1(1)

OR ERFO 2020(1)-14(1)

PRELIMINARY - NOT FOR CONSTRUCTION

a.rosemanhanauer Sticky Note Accepted set by a.rosemanhanauer a.rosemanhanauer Sticky Note Accepted set by a.rosemanhanauer a.rosemanhanauer Sticky Note Accepted set by a.rosemanhanauer a.rosemanhanauer Sticky Note Accepted set by a.rosemanhanauer a.rosemanhanauer Sticky Note Accepted set by a.rosemanhanauer a.rosemanhanauer Sticky Note Accepted set by a.rosemanhanauer a.rosemanhanauer Sticky Note Accepted set by a.rosemanhanauer a.rosemanhanauer Sticky Note Accepted set by a.rosemanhanauer

A.2

STATE PROJECT

NUMBER

SHEET

I n t_ ft

D

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

A .2 .d g n

P

S e p te m b e r

C h e c k e d b y

D e s ig n e d b y

S H E E T I N D E X

A. GENERAL INFORMATION

B. SUMMARY OF QUANTITIES

C. TYPICAL SECTIONS

D. PLAN-PROFILE

E. EROSION CONTROL

F. DRAINAGE

G. TEMPORARY TRAFFIC CONTROL PLAN

H. PERMANENT TRAFFIC CONTROL PLAN

A.1

A.2

A.3

C.6

D.1

E.1

F.1

G.1

G.2

G.3

H.1

H.2

TITLE SHEET

EROSION CONTROL DETAILS

PERMANENT SIGN DETAIL(S) - (NOT INCLUDED)

WORK ZONE DETAILS - (NOT INCLUDED)

INCLUDED)

INFORMATIONAL AND PROJECT LIMIT SIGNING - (NOT

TABULATION OF QUANTITIES - (NOT INCLUDED)

STANDARD DRAWINGS AND DETAILS

F.2-5

F.10-12 AQUATIC ORGANISMS PASSAGE DETAILS

INCLUDED)

PERMANENT PAVEMENT MARKING DETAIL(S) - (NOT

E.2

E.3-8

TABULATION OF QUANTITIES - (NOT INCLUDED)

TABULATION OF QUANTITIES

SURVEY CONTROLD.2

D.3-16

D.17-18 PLAN

PLAN-PROFILE

C.1-5 TYPICAL SECTIONS

SUBEXCAVATION AND BACKFILL

BANK STABILIZATION DETAILSC.7-10

C.11 SPECIAL ROCK EMBANKMENT DETAIL

SECTION PLAN - (NOT INCLUDED)

TABULATION OF QUANTITIES - (NOT INCLUDED)

SUMMARY OF QUANTITIES - (NOT INCLUDED)

F.6-9 (NOT INCLUDED)

VICINITY MAP(S)

STAGING AREA(S)A.6-8

A.4-5

PLAN SYMBOLS AND ABBREVIATIONS

SHEET INDEX

B.1-2

WA

OR

ERFO FS UMATL614 2020-1(1)

FS ERFO 2020(1)-14(1)

SHEET INDEXPRELIMINARY - N

OT FOR CONSTRUCTION

BH

TP

EL. 1234.56

BH

TP

EL. 1234.56

W west

D

DHV

dia.

diag.

diaph.

dist.

drwg(s).

E e

El. 94.16 ft elev.

emb.

EP

EQ or eq.

ER

EW

exc.

exp. jt.

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

galv.

gage (gauge) galvanized hdwl.

hex.

HW

headwall hexagon high water fin.

flg.

ft2 ft3 ftg.

finish flange square foot cubic foot (feet) footing

ID

jt.

inside diameter joint

L lam.

lat.

LNFT

long.

LPSM

Ls

lt. or LT

LW

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

N

NC

north normal crown

o. c.

o. to o.

OD

OG

on center out to out outside diameter original ground

PC

PCC

PCS

PI

pl.

POC

POS

POT

PS

PSC

PST

PT

pvmt.

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

R

R.

R/W rdwy.

reinf.

reqd.

rt. or RT rte.

radius range right-of-way roadway reinforcement required right route

T

T.

TBM

thd.

TS

Ts typ.

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

V vph

VPI

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

S

SADT

SC

sec.

shldr.

SLRY

spa.

SQFT

SQYD

SRS

SS

ST

STA, Sta.

std.

stgr.

stiff.

struc.

STS

sym.

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

CUFT

culv.

CUYD

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

max.

MGAL

min.

mon.

material maximum thousand gallon minimum monument

CP GPS

JH

36 31

6 1

36 31

6 1

SEC.

SEC.

N

E

RIP

G G

W W

DI

T T

NOTE:

NO SCALE

Other symbols used in the plans will be shown in a legend on the appropriate plan sheet.

1.

Property Line w/Found Property Corner

16 Section Corner (Found, Projected)

16 Section Line

4 Section Corner (Found, Projected)

4 Section Line

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

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

ADT

AH

appr.

back bench mark balance point bridge bearing

BK

BM

BP

br.

brg.

cc or c. to c.

clr.

CMP

col.

conc.

conn.

constr. jt.

cont.

CS

ctrs.

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

M.L.

M.P.

FM = force main, FO = fiber optic, G = gas, IRR = irrigation, O = oil, P = power, SA = sanitary sewer, SD = storm drain, SS = storm sewer, STEAM = steam, T = telephone, TV = CATV, W = water

EM = electric meter, T = telephone pedestal, TV = CATV pedestal, UP = transformer or junction box, WF = water fountain

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

- no symbol -

EXISTING PROPOSED

Top of Cut

Toe of Fill

Transition 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

PLAN SYMBOLS

AND ABBREVIATIONS

W west

D

DHV

dia.

diag.

diaph.

dist.

drwg(s).

E e El. 94.16 ft elev.

emb.

EP

EQ or eq.

ER

EW

exc.

exp. jt.

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

galv.

gage (gauge) galvanized hdwl.

hex.

HW

headwall hexagon high water fin.

flg.

ft2 ft3 ftg.

finish flange square foot cubic foot (feet) footing

ID

jt.

inside diameter joint

L lam.

lat.

LNFT

long.

LPSM

Ls

lt. or LT

LW

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

N

NC

north normal crown

o. c.

o. to o.

OD

OG

on center out to out outside diameter original ground

PC

PCC

PCS

PI

pl.

POC

POS

POT

PS

PSC

PST

PT

pvmt.

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

R R.

R/W rdwy.

reinf.

reqd.

rt. or RT rte.

radius range right-of-way roadway reinforcement required right route

T T.

TBM

thd.

TS

Ts typ.

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

V vph

VPI

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

S

SADT

SC

sec.

shldr.

SLRY

spa.

SQFT

SQYD

SRS

SS

ST

STA, Sta.

std.

stgr.

stiff.

struc.

STS

sym.

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

CUFT

culv.

CUYD

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

max.

MGAL

min.

mon.

material maximum thousand gallon minimum monument

CP GPS

JH

36 31

6 1

36 31

6 1

SEC.

SEC.

E

RIP

G GW W

DI

T T

NOTE:

NO SCALE

Other symbols used in the plans will be shown in a legend on the appropriate plan sheet.

1.

Property Line w/Found Property Corner

16 Section Corner (Found, Projected)

16 Section Line

4 Section Corner (Found, Projected)

4 Section Line

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

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

ADT

AH

appr.

back bench mark balance point bridge bearing

BK

BM

BP

br.

brg.

cc or c. to c.

clr.

CMP

col.

conc.

conn.

constr. jt.

cont.

CS

ctrs.

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

M.L.

M.P.

FM = force main, FO = fiber optic, G = gas, IRR = irrigation, O = oil, P = power, SA = sanitary sewer, SD = storm drain, SS = storm sewer, STEAM = steam, T = telephone, TV = CATV, W = water

EM = electric meter, T = telephone pedestal, TV = CATV pedestal, UP = transformer or junction box, WF = water fountain

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

- no symbol -

EXISTING PROPOSED

Top of Cut

Toe of Fill

Transition 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

:2 p ri l

D e fa u lt p w

-w o rk

\d \O

R F

S E

R F

O (1

(1 p la n s y m b o ls

.d g n

STATE PROJECT

NUMBER

SHEET

A.2ERFO FS UMATL614 2020-1(1)WA

Roughened Toe Riprap

DIDI

:2 p ri l

D e fa u lt p w

-w o rk \d

\O

R

F S

E

R F

O

(1

(1 p la n s y m b o ls .d g n

PROJECT

OR FS ERFO 2020(1)-14(1)

A.3

PRELIMINARY - N

a.rosemanhanauer Sticky Note Rejected set by a.rosemanhanauer a.rosemanhanauer

SCALE IN MILES

1 32 41 yr d n u o B n oit a vr e s e R n ai d nI alliti m

U

Bingham Springs

Umitilla River

Bar M Ranch

Guard Station

Corporation

Campground

Umatilla Forks

F

N

Gibbon

Meachan Creek Rd

To Pen dle ton

App rox . 30 .5 m iles A p p r o x . 3 m ile s

T o E lg in

South Fork Umatilla River

NF-31

FS 3200 MP 1.26

FS 3200 MP 1.30 - 1.36

FS 3200 MP 1.38 - 1.44

FS 3200 MP 1.52 - 1.69

FS 3200 MP 1.96 - 2.00

FS 3200 MP 2.02 - 2.14

FS 3200 MP 2.54

FS 3200 MP 3.08

FS 3200 MP 3.23FS 3200 MP 3.53

FS 3200 MP 4.87

FS 3200 MP 5.58

FS 3200 MP 6.00

FS 3738 MP 8.35

See sheet A.7

Staging Area

Andies Prairie

See sheet A.8

Sundance Pit

See sheet A.6

Ruckle Pit

See sheet A.6

Secure Staging Area

WILDERNESS

UMATILLA

NATIONAL FOREST

UMATILLA

OREGON PROJECT SITES

:2

M a y

V ic in it y M a p

O F p w w o r k \d

\O

R F

S E

R F

O V ic in it y m a p .d g n

SITES

VICINITY MAP - OREGON PROJECT

PROJECT

A.4 a.rosemanhanauer Sticky Note Accepted set by a.rosemanhanauer a.rosemanhanauer

GARFIELD CO

COLUMBIA CO

NF-4620

NFD RD 050

Little Tucannon River

Cow Canyon

Watson Lake Mountian Rd

Maloney

Skyline Rd

Kendall

N F

N F -4

N

To Dayton Approx. 25 m iles dR titaP

Campground

Panjab

Campground

Ladybug to B lu e w o o d

C o w C a n y o n

SCALE IN MILES

2 1 1 3

Tucannon Rd

N F-

FS 4712 MP 0.87FS 4713 MP 0.55

River Tucannon

Panjab Creek

WILDERNESS

UMATILLA

NATIONAL FOREST

UMATILLA

C O

L U

M B

IA

C

O

G A

R F

IE

L

D

O

[1]

:3

M a y

V ic in it y M a p

O F p w w o r k \d

\O

R F

S E

R F

O V ic in it y m a p .d g n

PROJECT SITES

VICINITY MAP - WASHINGTON

PROJECT

A.5

Secured Staging Area

© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS © 2023 TomTom

Ruckle Pit

:4

M a y

S e c u r e S ta g in g A r e a a n d R u c k le

P it

M a te r ia l S o u r p w w o r k

\d

\o r e f s ta g in g

.d g n

RUCKLE PIT MATERIAL SOURCE

SECURED STAGING AREA AND

PROJECT

A.6

PRELIMINARY - N

OT FOR CONSTRUCTION

a.rosemanhanauer Sticky Note Accepted set by a.rosemanhanauer a.rosemanhanauer Sticky Note Accepted set by a.rosemanhanauer a.rosemanhanauer Sticky Note Accepted set by a.rosemanhanauer a.rosemanhanauer Sticky Note Rejected set by a.rosemanhanauer a.rosemanhanauer

Completed set by a.rosemanhanauer

Andies Prairie Staging Area

:4

M a y

A n d ie s P r a ir ie S ta g in

A r a p w w o r k

\d

\o r e f s ta g in g

.d g n

ANDIES PRAIRIE STAGING AREA

PROJECT

A.7

Sundance pit

:2

S e p te m b e r

B a s e .B

.U

U s e rs

\S te p h e n

.C h a p m a n

\O n e D ri v e

D O

T O

S T

\C A

D D

\c e ll s \F

L H

-C e ll s .c e l

SUNDANCE PIT MATERIAL SOURCE

PROJECT

A.8

LC

grade.

match existing profile

Finished grade to

Unclassified borrow

Umatilla River

LC

Existing roadway

Existing ground

See Bank Stabilization Details

2'2'

Shoulder

Shoulder

Travel way

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

Variable

L im it

C o n s tr u c ti o n

1:4

Existing Ground

2%

1300+00 - 1301+34

FS 3200 MP 1.26

FS 3200 MP 4.87

FS 3200 MP 5.58

FS 3200 MP 6.00

100+00 - 101+63

1100+00 - 1101+77

1200+00 - 1201+93

1:4

1.5:1

Remove debris

14'

4'

2-inch compacted depth

Roadway aggregate, method 1, 2%

FS 3200 MP 1.30 - 1.36

2'2'

Shoulder

Shoulder

Travel way

C o n s tr u c ti o n

L im it

Variable

L im it

C o n s tr u c ti o n

1:4

2-inch compacted depth

Roadway aggregate, method 1, 2%2%

FS 3200 MP 1.38 - 1.44

200+00 - 201+98

300+00 - 303+36

14'

4'

NO SCALE

:0

M a y

T y p ic a l

S e c ti o n s o f p w w o r k \d

\O

R F

S E

R F

O p ln ty p .d g n

SHEET 1 OF 5

TYPICAL SECTIONS

PROJECT

C.1

PRELIMINARY - N

OT FOR CONSTRUCTION

a.rosemanhanauer Sticky Note Rejected set by a.rosemanhanauer a.rosemanhanauer Sticky Note Rejected set by a.rosemanhanauer a.rosemanhanauer Sticky Note Accepted set by a.rosemanhanauer a.rosemanhanauer

Rejected set by a.rosemanhanauer

Umatilla River

Existing Ground profile grade

Finish grade to match existing

See Bank Stabilization Details

Umatilla River

LC

Existing Ground

Profile grade

See Bank Stabilization Details

FS 3200 MP 1.52 - 1.69

2'2'

Shoulder Shoulder

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

Variable L im it

C o n s tr u c ti o n

1:4

2%2%

400+00 - 451+85

Unclassified borrow

4'

14'

Travel way

2-inch compacted depth

Roadway aggregate, method 1, FS 3200 MP 1.96 - 2.00

3'3'

Shoulder

Shoulder

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

Variable

L im it

C o n s tr u c ti o

1:4

2%2%

FS 3200 MP 3.53

1000+00 - 1002+58

500+00 - 501+65 800+00 - 802+00

Unclassified borrow

600+00 - 606+54

FS 3200 MP 2.02 - 2.14

4'

FS 3200 MP 3.08

14'

Travel way

2-inch compacted depth

Roadway aggregate, method 1, NO SCALE

:2

M a y

T y p ic a l

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

\d

\O R

F

S

E R

F O p ln ty p .d g n

SHEET 2 OF 5

TYPICAL SECTIONS

PROJECT

C.2 a.rosemanhanauer Sticky Note Rejected set by a.rosemanhanauer a.rosemanhanauer

Umatilla River

Existing Ground

Profile grade

See Bank Stabilization Details FS 3200 MP 3.23

2'2'

Shoulder

Shoulder

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

Variable L im it

C o n s tr u c ti

1:4

1:

1.

2%2%

900+00 - 901+75

Unclassified borrow

Variable

14'

Travel way

2-inch compacted depth

Roadway aggregate, method 1, NO SCALE

:0

M a y

T y p ic a l

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

\d

\O R

F

S

E R

F O p ln ty p .d g n

SHEET 3 OF 5

TYPICAL SECTIONS

PROJECT

C.3

PRELIMINARY - N

OT FOR CONSTRUCTION

a.rosemanhanauer

Profile grade. See Sheet D.10

Install AOP culvert. See Sheet F.10.

:1 .7

AND BACKFILL" detail on Sheet C.6

See "3738 MP 8.38 SUBEXCAVATION

LC

Finish grade to match existing profile grade

FS 3200 MP 2.54

2'2'

Shoulder

Shoulder

Travel way

L im it

C o n s tr u c ti n s tr u c ti o n

L im it

1:4

Existing Ground

Variable

1:

1.

2%2%

1:4

1:1

Variable

700+00 - 704+99

Unclassified borrow

14'

2-inch compacted depth

Roadway aggregate, method 1, 2' 2'

4'

FS 3738 MP 8.35

15' Travel way

Existing Ground

C o n s tr u c ti o n

L im it

Variable

C o n s tr u c ti o n

L im it

Variable

1:4

1:

1.

2%2%

300+00 - 300+50

ShoulderShoulder

2-inch compacted depth

Roadway aggregate, method 1, NO SCALE

:2

M a y

T y p ic a l

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

\d

\O R

F

S

E R

F O p ln ty p .d g n

SHEET 4 OF 5

TYPICAL SECTIONS

PROJECT

NUMBER

SHEET

WA ERFO FS UMATL614 2020-1(1)

C.4 a.rosemanhanauer Sticky Note Rejected set by a.rosemanhanauer a.rosemanhanauer Sticky Note Rejected set by a.rosemanhanauer a.rosemanhanauer Sticky Note Accepted set by a.rosemanhanauer a.rosemanhanauer

3-inch compacted depth

Roadway aggregate, method 1, compacted depth

Unclassified borrow, 12-inch minimum

See Special Rock Embankment Details

LC

4% Crown 4% Crown

See Special Rock Embankment Details

NO SCALE

Existing ground

4% Crown 4% Crown

Profile grade

Traveled lane

8'

Traveled lane

8'

FS 4713 MP 0.55

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

10'

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

10'

Existing ground

Profile grade

Traveled lane

7'

Traveled lane

7'

FS 4712 MP 0.87

compacted depth

Unclassified borrow, 12-inch minimum

3-inch compacted depth

Roadway aggregate, method 1, C o n s tr u c ti o n l im it

10'

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

10'

:2

M a y

T y p ic a l

S e c ti p w w o r k

\d

\w a e f u m a tl c a .d g n

SHEET 5 OF 5

TYPICAL SECTIONS

PROJECT

NUMBER

SHEET

WA ERFO FS UMATL614 2020-1(1)

C.5 a.rosemanhanauer Sticky Note Accepted set by a.rosemanhanauer a.rosemanhanauer

NOTE:

4.

3.

2.

1.

C o ll e c to r p ip e

PLAN VIEW

DEEP PATCH AREA

D e e p p a tc h l im it

D e e p p a tc h l im it or Outlet pipe

D it c h li n e

P r o f il e g r a d e

Deep patch trench

COLLECTOR AND OUTLET PLAN

DEEP PATCH AND BACKFILL

COLLECTOR AND OUTLET PIPE DETAIL

0.5% (min.)

point of the deep patch.

Slope all Outlet Pipes a minimum of 0.5% to drain at the low

All drainage work associated with the deep patch is subsidary.

100-foot spacing.

Provide solid outlet pipes at all low points and at maximum

Staking Report Data Listing.

Construct slope across bottom of deep patch as shown in the

:1

1:1.75 1:

Select borrow

1:1.75

LC

d e p th S u b e x c a v a ti o nExisting ground

Trench Detail below

See Subexcavation against cut and under subexcavation geotextile, class 1, type B (woven), Separation-stabilization

4713 MP 0.55

4712 MP 0.87

SUBEXCAVATION BACKFILL

SUBEXCAVATION TRENCH DETAIL

Bottom of subexcavation

18" geotextile, class 1, type B (woven)

Separation-stabilization

Stabilization geogrid

0.5% (min.)

6" collector pipe

6" outlet pipe

6" outlet pipe

.5 m in per Section 703.03

Granular backfill geogrid at 9" vertical spacing (typ.)

Subsequent layers, place stablilization at 12" vertical spacing (typ.)geogrid

1st and 2nd layer of stabilization

:2

J a n u a r y

S u b e x c a v a ti o n a n d B a c k f il l p w w o r k

\d

\o r e f s u b e x

.d g n

SUBEXCAVATION AND BACKFILL

PROJECT

NUMBER

SHEET

WA ERFO FS UMATL614 2020-1(1)

C.6 a.rosemanhanauer Sticky Note Accepted set by a.rosemanhanauer a.rosemanhanauer Sticky Note Accepted set by a.rosemanhanauer a.rosemanhanauer

Completed set by a.rosemanhanauer

SECTION A-A

BANK STABILIZATION DETAIL "A"

streambed material

Place conserved

[2] Cuttings, willow pole

Water table

Control Point

Riprap Top

Control Point

Riprap Toe

1.5:1

:1

Placed riprap, method B, Class 6

LC

Unclassified borrow class 1, type B, nonwoven

Geotextile filter, Existing ground

2-yr WSE

100-yr WSE

Roughened toe, boulder clusters

Channel Width (Varies)

[3] Seeding and mulching, hydraulic method the finish grade.

the water table. Leave a minimum of 1' of pole plantings exposed above between logs. Embed ends of pole plantings a minimum of 1' below

Pole Planting: Willow live cutting bundles, random spacing 9 per SQYD[2] flow from bank line.

Maximize trunk embedment, but allow the rootwad end to project into[1]

FOOTNOTE:

amendment and tackifier.

of native seed, mulch, compost, fertilizer, biotic soil

Seeding and mulching consists of hydraulic application[3]

NOT TO SCALE

200+14 to 201+98

FS 3200 MP 1.30 - 1.36

0+40 to 400+7040

FS 3200 MP 1.52 - 1.69

300+20 to 303+40

FS 3200 MP 1.38 - 1.44

00+00 to 602+406

FS 3200 MP 2.02 - 2.14

00+20 to 901+299

FS 3200 MP 3.23

:2

S e p te m b e r

B a s e .B

.M

U s e rs

\S te p h e n

.C h a p m a n

\O n e D ri v e

D O

T O

S T

\C A

D D

\c e ll s \F

L H

-C e ll s .c e l

BANK STABILIZATION DETAIL A

PROJECT

NUMBER

C.7

WA ERFO FS EMATL614 2020-1(1)

BANK STABILIZATION DETAIL "B"

streambed material

Place conserved

[1] Mitigation, root wad

Mitigation, log barrier

[2] Cuttings, willow pole

Water table

Control Point

Riprap Top

Control Point

Riprap Toe

1.5:1

:1

Placed riprap, method B, Class 6

LC

Unclassified borrow class 1, type B, nonwoven

Geotextile filter, to log barrier with rebar

Pin mitigation root wad

Existing ground

100-yr WSE

2-yr WSE

Channel Width (Varies)

[3] Seeding and mulching, hydraulic method

FOOTNOTE:

the finish grade.

the water table. Leave a minimum of 1' of pole plantings exposed above between logs. Embed ends of pole plantings a minimum of 1' below

Pole Planting: Willow live cutting bundles, random spacing 9 per SQYD[2] flow from bank line.

Maximize trunk embedment, but allow the rootwad end to project into[1] amendment and tackifier.

of native seed, mulch, compost, fertilizer, biotic soil

Seeding and mulching consists of hydraulic application[3]

NOT TO SCALE

303+15 to 303+35

300+00 to 300+20

FS 3200 MP 1.38 - 1.44

400+70 to 402+07

FS 3200 MP 1.52 - 1.69

:2

S e p te m b e r

B a s e

U s e rs

\S te p h e n

.C h a p m a n

\O n e D ri v e

D O

T O

S T

\C A

D D

\c e ll s \F

L H

-C e ll s .c e l

BANK STABILIZATION DETAIL B

PROJECT

NUMBER

C.8

1.5:1

Water table

Placed riprap, method B, Class 6

1.5:1

:1

Unclassified borrow

Existing ground

Placed riprap, method B, Class 5 class 1, type B, nonwoven

Geotextile filter, Mitigation, log barrier

SECTION A-A

[3] Untreated timber pole

Control Point

Riprap Toe

2-yr WSE

100-yr WSE

[1] Mitigation, root wad pole and log barrier with rebar

Pin mitigation root wad to timber streambed material

Place conserved

[2] Cuttings, willow pole

Control Point

Riprap Top

:1

BANK STABILIZATION DETAIL "C"

Channel Width (Varies)Vegetated Floodplain Bench (Varies)

[4] Seeding and mulching, hydraulic method for details

See sheets F.6 and F.7

Tree plantings per

Untreated timber pole: Cut conical pile shoe into log pole if required.[3] the finish grade.

the water table. Leave a minimum of 1' of pole plantings exposed above between logs. Embed ends of pole plantings a minimum of 1' below

Pole Planting: Willow live cutting bundles, random spacing 9 per SQYD[2] flow from bank line.

Maximize trunk embedment, but allow the rootwad end to project into[1]

FOOTNOTE:

amendment and tackifier.

of native seed, mulch, compost, fertilizer, biotic soil

Seeding and mulching consists of hydraulic application[4]

450+00 to 451+85

FS 3200 MP 1.52 - 1.69

603+60 to 606+00

02+40 to 603+006

FS 3200 MP 2.02 - 2.14

500+00 to 501+65

FS 3200 MP 1.96 - 2.00

01+29 to 901+959

FS 3200 MP 3.23

000+00 to 1002+491

FS 3200 MP 3.53

NOT TO SCALE

:2

S e p te m b e r

B a s e

U s e rs

\S te p h e n

.C h a p m a n

\O n e D ri v e

D O

T O

S T

\C A

D D

\c e ll s \F

L H

-C e ll s .c e l

BANK STABILIZATION DETAIL C

PROJECT

NUMBER

C.9

Water table

LC

Unclassified borrow

Existing ground

100-yr WSE

2-yr WSE

BANK STABILIZATION LOG JAM DETAIL "D"

1.5:1

Existing ground deflector rootwad (typ.)Mitigation, [2] Cuttings, willow pole streambed material

Place conserved deflector log (typ.)Mitigation, pole and log barrier with rebar

Pin mitigation root was to timber

[3] Untreated timber pole

Place course woody debris (min. 1' over logs)

Vegetated Upland Bench/Log Jam (Varies) Channel Width (Varies)

Control Point

Riprap Top

Placed riprap, method B, Class 6 class 1, type B, nonwoven

Geotextile filter, for details

See sheets F.6 and F.7

Tree plantings per

[4] Hydraulic method

Seeding and mulching, FOOTNOTE:

the finish grade.

the water table. Leave a minimum of 1' of pole plantings exposed above between logs. Embed ends of pole plantings a minimum of 1' below

Pole Planting: Willow live cutting bundles, random spacing 9 per SQYD[2] flow from bank line.

Maximize trunk embedment, but allow the rootwad end to project into[1] Untreated timber pole: Cut conical pile shoe into log pole if required.[3] amendment and tackifier.

of native seed, mulch, compost, fertilizer, biotic soil

Seeding and mulching consists of hydraulic application[4]

NOT TO SCALE

606+00 to 606+54

03+00 to 603+606

FS 3200 MP 2.02 - 2.14

499+48 to 500+00

FS 3200 MP 1.96 - 2.00

00+50 to 900+208

FS 3200 MP 3.23

002+40 to 1002+581

FS 3200 MP 3.53

200+00 to 200+14

FS 3200 MP 1.30 - 1.36

451+85 to 452+25

400+00 to 400+40

FS 3200 MP 1.52 - 1.69

801+50 to 802+00

99+79 to 800+307

FS 3200 MP 3.08

:2

S e p te m b e r

B a s e

U s e rs

\S te p h e n

.C h a p m a n

\O n e D ri v e

D O

T O

S T

\C A

D D

\c e ll s \F

L H

-C e ll s .c e l

BANK STABILIZATION DETAIL D

PROJECT

NUMBER

C.10

FOOTNOTE:

Assumed temporary cut slope ratio. Adjust slope ratio based on site conditions and safety needs.

NO SCALE

LC

V :1 .2

H ty p

1.25 minimum compacted depth

Unclassified borrow, 12-inch

(min.)

4' class 1, type A (non-woven)

Geotextile filter, 1:2 mechanically-placed

Special rock embankment, structure excavation

Limit of

SPECIAL ROCK EMBANKMENT SECTION

FS 4713 MP 0.55

FS 4712 MP 0.87

(min.)

4'

Top of subgrade

1.25

:2

M a y id e f c f .d g p w

-w o rk \d

\W

A

E F

U

M A

T L

-1 (1 d d .d g n

DETAIL

SPECIAL ROCK EMBANKMENT

PROJECT

NUMBER

SHEET

WA ERFO FS EMATL614 2020-1(1)

C.11 a.rosemanhanauer Sticky Note Accepted set by a.rosemanhanauer a.rosemanhanauer a.rosemanhanauer

POINT

NUMBER NORTH EAST ELEVATION DESCRIPTION POINT

NUMBER NORTH EAST ELEVATION DESCRIPTION

21101 757552.176 8792914.238 2463.792 5/8" ir w/fhwa alum cap 21401 750099.502 8788333.830 2379.876 5/8" ir w/fhwa alum cap

21102 757436.306 8792586.750 2467.420 5/8" ir w/fhwa alum cap 21402 749898.377 8788283.655 2382.077 5/8" ir w/fhwa alum cap

21103 757232.897 8792470.840 2471.029 5/8" ir w/fhwa alum cap 21403 749615.834 8788184.532 2385.836 5/8" ir w/fhwa alum cap

21104 757074.168 8792417.840 2480.288 H&T 21404 749411.308 8788201.722 2392.019 5/8" ir w/fhwa alum cap

21105 756763.531 8792358.802 2474.129 PK nail 21405 749022.068 8788293.401 2397.326 5/8" ir w/fhwa alum cap

21106 756523.579 8792283.355 2476.324 H&T 21406 748703.254 8788212.156 2400.252 5/8" ir w/fhwa alum cap

21107 756154.751 8792168.478 2484.293 PK nail 21407 748469.698 8788119.102 2401.054 5/8" ir w/fhwa alum cap

21108 755861.463 8792142.833 2493.624 5/8" ir w/fhwa alum cap

21109 755724.434 8792136.356 2494.227 5/8" ir w/fhwa alum cap 21501 747952.093 8788339.175 2622.237 5/8" IR W/FHWA ALUM CAP

21110 755666.646 8791970.828 2493.635 H&T 21502 747792.289 8788336.387 2621.988 5/8" IR W/FHWA ALUM CAP

21111 755561.345 8791813.380 2495.478 H&T 21503 747501.002 8788189.089 2624.137 5/8" IR W/FHWA ALUM CAP

21112 755317.670 8791689.556 2498.678 5/8" ir w/fhwa alum cap 21504 747304.859 8788215.212 2627.417 5/8" IR W/FHWA ALUM CAP

21113 755046.324 8791582.474 2508.003 5/8" ir w/fhwa alum cap

FORKS1 757554.788 8792764.600 2462.149 3" alum cap 21601 742221.836 8790919.244 2756.520 5/8" IR W/FHWA ALUM CAP

21602 742070.421 8790935.159 2757.637 5/8" IR W/FHWA ALUM CAP

21201 754717.073 8790563.647 2469.781 5/8" ir w/fhwa alum cap 21603 741865.824 8790980.383 2765.580 5/8" IR W/FHWA ALUM CAP

21202 754499.560 8790452.819 2477.147 5/8" ir w/fhwa alum cap

21203 754441.114 8790228.690 2481.680 H&T 21697 740641.248 8793756.855 2893.213 5/8" IR W/FHWA ALUM CAP

21204 754459.127 8789954.498 2484.754 H&T 21698 740513.291 8793884.815 2888.424 5/8" IR W/FHWA ALUM CAP

21205 754241.937 8789528.850 2499.044 PK Nail 21699 740388.086 8794051.016 2888.144 5/8" IR W/FHWA ALUM CAP

21206 754113.410 8789455.758 2501.799 5/8" ir w/fhwa alum cap 21700 740238.432 8794201.864 2894.720 5/8" IR W/FHWA ALUM CAP

21207 753866.753 8789348.899 2496.779 5/8" ir w/fhwa alum cap

21701 739475.262 8795565.327 2925.019 5/8" IR W/FHWA ALUM CAP

21301 752853.417 8788685.263 2550.911 5/8" ir w/fhwa alum cap 21702 739337.770 8795644.717 2931.290 5/8" IR W/FHWA ALUM CAP

21302 752687.403 8788729.747 2552.145 5/8" ir w/fhwa alum cap 21703 739169.144 8795745.128 2937.441 5/8" IR W/FHWA ALUM CAP

21303 752452.124 8788838.591 2560.211 5/8" ir w/fhwa alum cap 21704 738966.748 8795837.265 2949.824 5/8" IR W/FHWA ALUM CAP

21304 752069.090 8789030.836 2588.570 5/8" ir w/fhwa alum cap

21305 751875.760 8788903.378 2603.347 5/8" ir w/fhwa alum cap

MP 1.26-1.69

MP 1.96-2.14

MP 3.08-3.23

MP 2.54

MP 6.87

MP 5.5

MP 4.87

MP 3.53

PROJECT : Walla Walla South-Umatilla Repairs 2020 phase 1 DATE OF FIELD WORK : Spetember/October 2021

PROJECT UNITS : International foot COORDINATE SYSTEM : Assumed VERTICAL DATUM : Assumed

PROJECT COORDINATES PROJECT COORDINATES

C

M yF ile s\

Pr oj ec ts

_2

1\ O re go n\ U m at ill a_

ER

FO

\p w

O

R _F

S_

ER

FO

_2

0(

1) -1

4( 1)

_c on tr ol sh ee t_ 2.

xl sx

]S he et 1-

M ar

-2

:5

A M

W

FL

H D

S ur ve y

W

FL

H D

S ur ve y

D es ig ne d by

C he ck ed b y:

STATE PROJECT

D.2

SHEET

NUMBER

FS ERFO 2020(1)-14(1)OR

SURVEY CONTROL

P 2

I

R W F

H W

A A

L U

M C

A P

N

Edges of aggregate "MAIN01" Line to be constructed

Existing ground

Profile grade

BEGIN WORK SITE

END WORK SITE

e = ___

'163.00L =

'81.63T =

'1,200.00R =

(LT)07°46'58"Δ =

100+81.63PI

.0

T

99+50 100+00 100+50 101+00 101+50

2,474 2,474

2,476 2,476

2,478 2,478

2,480 2,480

+3.00

-1.59%

.1

.6

' VC140

31K =

'305SSD =

,4

.7

,4

.8

MP 1.26 100+00

MP 1.26 101+63

:3

M a y

M

A

IN

P la n

S h e t] p w

-w o rk \d

\o r-e f-

-1

-1

-1 p ln p p .d g n

FS 3200 - MP 1.26

PLAN AND PROFILE

PROJECT

NUMBER

D.3

PRELIMINARY - N

OT FOR CONSTRUCTION

a.rosemanhanauer Sticky Note Accepted set by a.rosemanhanauer a.rosemanhanauer

"MAIN02" Line to be constructedEdges of aggregate

Profile grade

Existing ground

BEGIN WORK SITE

END WORK SITE

S05°1 5'05"

W

S23°10'27"W e = ___

'109.48L =

'55.19T =

'350.00R =

(RT)17°55'22"Δ =

200+68.89PI

e = ___ '6.74L = '3.37T =

'1,000.00R =

(LT)00°23'11"Δ =

201+94.63PI

.2

.6

.1

0 2

199+50 200+00 200+50 201+00 201+50

2,470 2,470

2,472 2,472

2,474 2,474

2,476 2,476

-0.43% +1.41%

-0.43%

+1.41%

.8

.3

L

' VC25

14K =

'2380HLSD =

,4

.3

,4

.7

MP 1.30-1.36 200+00

MP 1.30-1.36 201+98

:3

M a y

M

A

IN

P la n

S h e p w

-w o rk \d

\o r-e f-

-1

-1

-1 p ln p p .d g n

FS 3200 - MP 1.30-1.36

PLAN AND PROFILE

PROJECT

NUMBER

SHEET

WA ERFO FS UMATL614 2020-1(1)

D.4 a.rosemanhanauer

"MAIN03" Line to be constructed Edges of aggregate

Existing ground

Profile grade

BEGIN WORK SITE

END WORK SITE

S12°55'42"W S26°14'42"W S10°54'32"W e = ___

'46.48L =

'23.35T =

'200.00R =

(RT)13°19'00"Δ =

301+33.67PI

e = ___ '40.15L = '20.20T = '150.00R =

(LT)15°20'09"Δ =

301+81.58PI

.3

.5

PC

.8

299+50 300+00 300+50 301+00 301+50 302+00 302+50 303+00

2,474 2,474

2,476 2,476

2,478 2,478

2,480 2,480

2,482 2,482

2,484 2,484

2,486 2,486

2,488 2,488

2,490 2,490

+2.10%

+2.10%

+3.7 3%

.0

.0

' VC20

12K =

'INFHLSD =

,4

.9

,4

.7

MP 1.38-1.44 300+00

MP 1.38-1.44 303+36

:2

M a y

M

A

IN

P la n

S h e p w

-w o rk \d

\o r-e f-

-1

-1

-1 p ln p p .d g n

FS 3200 - MP 1.38-1.44

PLAN AND PROFILE

PROJECT

D.5

PRELIMINARY - N

OT FOR CONSTRUCTION

a.rosemanhanauer a.rosemanhanauer Sticky Note Accepted set by a.rosemanhanauer a.rosemanhanauer Sticky Note Accepted set by a.rosemanhanauer a.rosemanhanauer

I

R W F

H W

A A

L U

M C

A P

N

"MAIN04.5" Line to be constructed

Edges of aggregate

Existing ground

Profile grade

BEGIN WORK SITE

END WORK SITE

S32°37'59"W

S05° 14'47

"W e = ___

'129.06L =

'65.79T =

'270.00R =

(LT)27°23'12"Δ =

450+71.81PI

449+50 450+00 450+50 451+00 451+50

2,500 2,500

2,502 2,502

2,504 2,504

2,506 2,506

+3.6 3%

+3.6 3%

,5

.6

,5

.3

MP 1.69 450+00

MP 1.69 451+85

:3

M a y

M

A

IN

.5

P la n

S h e p w

-w o rk \d

\o r-e f-

-1

-1

-1 p ln p p .d g n

FS 3200 - MP 1.69

PLAN AND PROFILE

PROJECT

NUMBER

SHEET

WA ERFO FS UMATL614 2020-1(1)

D.7 a.rosemanhanauer

CP

5/8

" IR

W/

FHWA A

LUM C

AP

CP

H&T

N

"MAIN05" Line to be constructed

Edges of aggregate

Profile grade

Profile grade

BEGIN WORK SITE

END WORK SITE

S81°26'34"W

S81°26'34"W e = ___

'63.11L =

'31.92T =

'170.00R =

(RT)21°16'16"Δ =

500+31.92PI

e = ___ '50.45L = '25.23T = '1,000.00R =

(RT)02°53'26"Δ =

501+39.78PI

.1

C

499+50 500+00 500+50 501+00 501+50

2,476 2,476

2,478 2,478

2,480 2,480

2,482 2,482

+2.40

+1.10%

+2.40

.0

.0

' VC50

38K =

'855SSD =

,4

.1

,4

.4

MP 1.96-2.00 500+00

MP 1.96-2.00 501+65

:4

M a y

M

A

IN

P la n

S h e p w

-w o rk \d

\o r-e f-

-1

-1

-1 p ln p p .d g n

FS 3200 - MP 1.96-2.00

PLAN AND PROFILE

PROJECT

NUMBER

SHEET

WA ERFO FS UMATL614 2020-1(1)

D.8 a.rosemanhanauer a.rosemanhanauer Sticky Note Accepted set by a.rosemanhanauer a.rosemanhanauer

I

R W F

H W

A A

L U

M C

A P

C P 2

I

R W F

H W

A A

L U

M C

A P

N

"MAIN10" Line to be constructed

Edges of aggregate

Profile grade

BEGIN WORK SITE END WORK SITE

S26°26'45"W

S26°26'45"W e = ___

'27.79L =

'14.08T =

'70.00R =

(RT)22°44'33"Δ =

1000+14.08PI

.7

998+50 999+00 999+50 1000+00 1000+50 1001+00 1001+50 1002+00 1002+50

2,614 2,614

2,616 2,616

2,618 2,618

2,620 2,620

2,622 2,622

2,624 2,624

2,626 2,626

2,628 2,628

2,630 2,630

+0.57%

+0.57%2 ,6

.1

,6

.6

MP 3.53 1000+00 MP 3.53 1002+58

:4

M a y

M

A

IN

P la n

S h e p w

-w o rk \d

\o r-e f-

-1

-1

-1 p ln p p .d g n

FS 3200 - MP 3.53

PLAN AND PROFILE

PROJECT

NUMBER

SHEET

WA ERFO FS UMATL614 2020-1(1)

D.13

I

R W

F

H W

A A

L U

M C

A P

C P

I

R W

F

H W

A A

L U

M C

A P

N

"MAIN11" Line to be constructed

Edges of aggregate

Existing ground

Profile grade

BEGIN WORK SITE

END WORK SITE

S19°5 9'41"E

S04°00'39"E e = ___

'142.27L =

'71.60T =

'510.00R =

(RT)15°59'01"Δ =

1101+00.94PI

.6

1099+50 1100+00 1100+50 1101+00 1101+50

2,752 2,752

2,754 2,754

2,756 2,756

2,758 2,758

2,760 2,760

+0.70%

+2.25

+0.70%

+2.25

.8

.0

' VC80

52K =

'INFHLSD =

,7

.9

,7

.1

MP 4.87 1100+00

MP 4.87 1101+77

:4

M a y

M

A

IN

P la n

S h e p w

-w o rk \d

\o r-e f-

-1

-1

-1 p ln p p .d g n

FS 3200 - MP 4.87

PLAN AND PROFILE

PROJECT

D.14

PRELIMINARY - N

OT FOR CONSTRUCTION

a.rosemanhanauer

/8

IR

W /F

H W

A A

LU

M C

A P

C P

/8

IR

W /F

H W

A A

LU

M C

A P

N

"MAIN12" Line to be constructed

Edges of aggregate

Profile grade

Existing ground

BEGIN WORK SITE END WORK SITE

S55°11 '29"E

S39°21'16"E

S49°05'05"E e = ___

'27.64L =

'13.91T =

'100.00R =

(RT)15°50'13"Δ =

1200+59.49PI

e = ___ '16.98L = '8.51T = '100.00R =

(LT)09°43'49"Δ =

1201+30.23PI

C 1

PT

.2

1200+00 1200+50 1201+00 1201+50

2,884 2,884

2,886 2,886

2,888 2,888

2,890 2,890

-0.90%

-0.90%

+1.77%

.8

.3

L

' VC90

34K =

'350HLSD =

,8

.0

,8

.9

MP 5.58 1200+00 MP 5.58 1201+93

:4

M a y

M

A

IN

P la n

S h e p w

-w o rk \d

\o r-e f-

-1

-1

-1 p ln p p .d g n

FS 3200 - MP 5.58

PLAN AND PROFILE

PROJECT

NUMBER

SHEET

WA ERFO FS UMATL614 2020-1(1)

D.15 a.rosemanhanauer

/8

I

R W /F

H W

A A

L U

M C

A P

C P

/8

I

R W /F

H W

A A

L U

M C

A P

N

"MAIN13" Line to be constructed Edges of aggregate

Existing ground

Profile grade

BEGIN WORK SITE

END WORK SITE

S31°50'51" E S21°27'05"E e = ___

'36.29L =

'18.20T =

'200.00R =

(RT)10°23'47"Δ =

1300+73.94PI

1299+00 1299+50 1300+00 1300+50 1301+00

2,930 2,930

2,932 2,932

2,934 2,934

2,936 2,936

2,938 2,938

+2.10%

+3.2 0%

+2.10%

.1

.0

' VC20

18K =

'989SSD =

,9

.1

,9

.2

MP 6.00 1300+00

MP 6.00 1301+34

:4

M a y

M

A

IN

P la n

S h e p w

-w o rk \d

\o r-e f-

-1

-1

-1 p ln p p .d g n

FS 3200 - MP 6.00

PLAN AND PROFILE

PROJECT

NUMBER

SHEET

WA ERFO FS UMATL614 2020-1(1)

D.16 a.rosemanhanauer

Repair 50' of roadway

BEGIN WORK SITE END WORK SITE

Edges of aggregate

MP 8.35 1400+00 MP 8.35 1400+50

LEGEND:

Adjust to fit field conditions determined by the CO.

1. Site not surveyed. Horizontal alignment is a representation.

Deep Patch

NOTE

:0

M a y

M

A I N

P la n

S h e p w w o r k

\d

\o r e f p ln p p

.d g n

FS 3738 - MP 8.35

PLAN

PROJECT

D.17

Edges of aggregate

Remove and replace existing 36" D x 30' L culvert

Edges of aggregate

BEGIN WORK SITE

BEGIN WORK SITE

END WORK SITE

END WORK SITE

N

N

Repair 25' of roadway

Repair 30' of roadway

Special rock embankment

Legend

Adjust to fit field conditions determined by the CO.

1. Site not surveyed. Horizontal alignment is a representation.

NOTE

FS 4712 MP 0.87 1500+00 FS 4712 MP 0.87 1500+30

FS 4713 MP 0.55 1600+00 FS 4713 MP 0.55 1600+25

:2

M a y

M

P

.8

U p p e r T u c a n n p w

-w o rk

\d \W

A E

F U

M A

T L

-1

(1 p la n s h e e ts

.d g n

FS 4713 - MP 0.55

FS 4712 - MP 0.87

PLAN

PROJECT

D.18

NOTE:

12" min.

DETAIL APPROVED FOR USE 01/2011

FIBER ROLL

Maximum spacing (ft)

9" Ø Fiber Roll

Flow

12" min.

L im it

C le a r in g

S ta k e

S lo p

INSTALLATION DETAIL

FIBER ROLL AS PERIMETER CONTROL

uphill side of fiber roll

Place excavated material on

STATE PROJECT

NUMBER

SHEET

A

M N C

F L D

P I T D r a w in g s F P F P

D e ta il s C .d g n

U s e r A n g e la .J o h n s o n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY DETAIL

DETAIL

AT CULVERT OUTLET

FIBER ROLL

flared end section

Culvert inlet with

AT CULVERT INLET

FIBER ROLL

flared end section

Culvert outlet with Flow

D ire c tio n o f ru n o ff

Flow

FIBER ROLL LAPPING DETAIL

Stagger joints (typ.)

FIBER ROLL JOINT DETAIL

FIBER ROLL SLOPE LAYOUT

spacing table See Fiber Roll along contours

Install fiber rollsWood stakes

Fiber Roll

Slope

Fiber Roll

Pay Limits

Pay Limits overlap 12" (min.)

Fill slope

C157-55 side of fiber roll material on uphill

Place excavated

Flow Flow

54" or larger

Culvert Size

24" or smaller

30" to 48"

9" Ø Fiber Roll length (ft)

FIBER ROLLS AT CULVERTS*

needed due to project-specific conditions.

top of the culvert inlet only. Adjust length as

*Approximate length shown for rolls across the

See note 6 control runoff culvert as needed to

Install fiber rolls below

6.

5.

4.

3.

2.

1.

disturbance.

and all water entering the culvert is crossing the disturbance is on both the road and around the culvert

Place fiber rolls all the way around the inlet when the under it.

water is forced to flow through fiber roll rather than against upstream side of fiber roll to ensure storm with trench bottom and sides. Tamp soil backfill to the contour. Place fiber rolls in continuous contact

For fiber rolls on bare soil, construct trenches parallel

Expose stakes 2" above top of fiber roll.

Drive stakes into undisturbed soil at least 12" deep.

from each end.

2' o.c. max. culverts. Stake fiber rolls 6-inches stakes. Space stakes 4' o.c. max. on slopes and

Stake fiber rolls in place with 1" x 1" or 1" Ø wood vary more than 5% from level.

section of fiber roll, do not allow the fiber roll to

Install fiber rolls along slope contours. For any 20' to installation.

Repair all rills or gullies and properly compact prior

A A

Trench 2" min.

See no te 3

See no te 3

2" min.

Trench table for length requirements

See Fiber Rolls at Culverts culvert inlet

Install fiber rolls around table for length requirements

See Fiber Rolls at Culverts culvert outlet

Install fiber rolls around

Flow

Fiber roll roll 2" min.

Trench fiber

REVISED: 12/2017

Flow

NO SCALE

1V:4H or flatter

Slope Gradient

1V:2H or steeper

STAKE DETAIL

uphill side of fiber roll

Place excavated material on

Fill or cut slope

FIBER ROLL SPACING TABLE*

project-specific conditions.

*Approximate spacing shown. Adjust spacing as needed due to

Between 1V:4H and 1V:3H

Between 1V:3H and 1V:2H

PRELIMINARY - N

OT FOR CONSTRUCTION

a.rosemanhanauer

1.

Step 1: Excavate trench Step 2: Install bales

(plan view of bales)

Step 3: Tightly pack straw between bales Step 4: Backfill soil against bales

Varies

Varies packed between bales

Loose straw tightly

PLAN

ELEVATION

Flow

PLANELEVATION

PROPERLY STAKED AND ENTRENCHED STRAW BALES

BALE BARRIER AT TOE OF FILL

INSTALLATION OF A STRAW

Direction of runof f from distur bed area s is placed horizontal that string binding

Orient bale so each other or overlapping bales tightly abutting with ends of adjacent

Install bales in trenches the previously placed bale.

point of first stake towards least 2 stakes. Angle the

Secure each bale with at

Existing ground (typ.)

Backfilled and compacted soil water from flowing around the barrier

Provide sufficient length to prevent straw bale

Stake and entrenchpreviously placed bale

Angle stake towards from disturbed areas

T o e o f s lo p e

Butt bales together

Existing ground

Limits of clearing

Fi ll slo pe

Direction of Runoff

Runoff

See Note 1

INSTALLATION OF A STRAW BALE BARRIER IN DITCH

157-3

STANDARD APPROVED FOR USE 6/2005

REVISED: 6/2007

U.S. DEPARTMENT OF TRANSPORTATION

A 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

STRAW BALES

Bale width + 2" 12" min.

4"

NOTE:

conditions and when specified on the Erosion Control Plans.

Use straw bales in drainage ditches only for low flow

Overlap edges with at least 2 stakes

Secure each bale

PRELIMINARY - N

OT FOR CONSTRUCTION

a.rosemanhanauer stones from embankment fill material.

Remove vegetative matter, other organic material, and large mat before constructing Sediment Trap.

Clear, grub, and remove all vegetative matter including root

SEDIMENT TRAP (TYPE B) PIPE OUTLET

SEDIMENT TRAP (TYPE A) RIPRAP OUTLET

ELEVATION

CROSS SECTION

WITH SLIT PERFORATIONS IN RISER

CONCRETE BASE

WITH HOLE PERFORATIONS IN RISER

STEEL PLATE BASE

CROSS SECTION THROUGH SPILLWAY

2 1

Barrel

BarrelBarrel

Geotextile

Geotextile wrapped with geotextile hardware cloth wire then been stabilized against erosion.

grading and seeding when the upslope drainage area has

Remove the Sediment Trap and stabilize the location by

Make repairs as required.

accumulated sediment and especially after each storm event.

Inspect Sediment Trap regularly for damage and sediment reaches half the design water storage of the trap.

Remove sediment from Sediment Trap when accumulated or permanent vegetation within 7 days of construction.

Seed the soil embankment and all cut slopes with temporary equipment for compaction of each layer.

waterlight connection

Continuous weld

2 1

"dry" storage

Embankment

Concrete or tamped earth

Stone, gravel, Sediment cleanout point

157-4

REVISED:

A 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

SEDIMENT TRAP

Compact embankment in 8-inch layers using construction

Do not use sediment traps for drainage areas over 5 acres.

min.

4' m a x min.

3' m a x min.

4'

12" Freeboard min.

4' m a x

12" Freeboard

67 cubic yards/acre ''dry'' storage

67 cubic yards/acre ''wet'' storage

"2 1" to 4

1Riser wrapped with

(min.)

6" typ.

6" min.

" x 6" slits2

6" min. (typ.)

6" min.

m in min.

12"

9" min.

6" min. (typ.)

6" min.

6" min.

(min.)

6" typ.

" steel plate (min.)4

67 cubic yards/acre ''wet'' storage

67 cubic yards/acre

Min. 24" + diameter

1" Ø hole

NOTE:

8.

7.

6.

5.

4.

3.

2.

1.

PRELIMINARY - N

OT FOR CONSTRUCTION

a.rosemanhanauer

PLASTIC LINED DIVERSION CHANNEL

RIPRAP LINED DIVERSION CHANNEL

TEMPORARY CULVERT

DIVERSION CHANNEL

SECTION B-B

SECTION A-A

SECTION A-A SECTION B-B

SECTION B-B

PLAN

W

B

W

B

W

B B

W

T T

Ø when scheduled)

Silt fence (typ.

embankment

Roadway embankment

Roadway

Temporary culvert backfill

Subgrade

Bedding

Sandbags

Riprap lining Riprap lining backflow into natural channel

Use sandbags to prevent

Permanent natural channel

Earthwork limits when scheduled)

Silt fence (typ.

See Note 5

Permanent culvert

Roadway centerline temporary barrier

Use sandbags to construct

SandbagsPlastic liner

SSSS

SS SS

D

D D

D

SS

SS

SS SS

5.

4.

3.

2.

1.

FlowFlow

FlowFlow

Plastic liner when scheduled)

Silt fence (typ.

using one of the methods listed in Subsection 204.11(a).

temporary culvert. Compact temporary culvert backfill channel through the roadway embankment with

When specified replace the portion of the diversion liner. Bury the upstream edge of the liner a minimum of

Do not construct with longitudinal joints if using a plastic

Construct channel at a minimum grade of 0.5 percent.

width of the temporary diversion channel.

Use plastic liner or riprap along the entire length and diameter, riprap class, channel dimensions and quantities.

See Erosion Control Section for temporary culvert

A

A

BB

GeotextileGeotextile

Flow

Natural ground and secure with sandbags (typ.)

157-5

STANDARD APPROVED FOR USE 6/2005

DRAFT: 3/2014

REVISED: 6/2007

STATE PROJECT

A 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

DIVERSION CHANNELS

TEMPORARY

6" deep and secure with riprap or sandbags.

2'2'

Bury plastic liner 6" deep

2'2'

NOTE:

with plastic liner or riprap

Temporary diversion channel

(S)

CHECK DAM SPACING

DITCHV DITCH

TRAPEZOIDAL DITCH

PROFILE VIEWCROSS SECTION

CROSS SECTION

SPACING

CHECK DAM

6%

5%

4%

3%

2%

2% or above 6% ditch grades.

* Do not use Check Dams below

(G)

GRADE

DITCH*

Class 1 riprap

Class 1 riprap

1V:1.2H (typ.)

Ponded water

Class 1 riprap

:2 ty p.

DITCH GRADE (G)

157-6

REVISED: 6/2007

A 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

CHECK DAM

S (ft)

PRELIMINARY - N

OT FOR CONSTRUCTION

a.rosemanhanauer

6.

5.

4.

3.

2.

SLOPE DRAINS

WATERWAY

PLASTIC LINED

TOE-OF-FILL SLOPE BERM

CUT SLOPE BERM

PLAN PLAN

SECTION C-C

SECTION B-BSECTION A-A

FLOW

FLOW

FLOW

Berm at top of fill slope

FLOW FLOW

Berm at top of fill slope

Toe of slopeToe of slope

FLOW

FLOW

B

B

CC

A

A

Graded roadbed Graded roadbed

FLOW

Slope drain may be end dumped

Temporary riprap may be end dumped

Temporary riprap

End section temporary riprap stabilized area or on

Discharge in drainage ditch, to direct into end section contain surface drainage and

Berm, length as required to temporary riprap stabilized area or on

Discharge in drainage ditch, End section to direct into end section contain surface drainage and

Berm, length as required to

Fill slope

Flow line

Original ground

Slope rounding

Cut slope

Berm

Roadway

(See Note 3)

Plastic liner

Fill slope

Waterway

Berm

Original ground

Silt fence

(when required)

Toe of fill ditch compacted with wheel or track (typ.)

Plastic liner or riprap protected slopeflexible tubing

Berm

157-7

REVISED:

A 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

or as directed

5' ± radius or as directed

5' ± radius m in

9" min.

Temporary 1' Ø

Berm, 4' width x 2' height, m in m in min.

6"

2' min.

AND LINED WATERWAYS

BERMS, SLOPE DRAINS,

TEMPORARY EROSION CONTROL

NOTE:

Use Class 2 temporary riprap.

immediately after berm construction.

Seed and mulch all cut slope berms and toe-of-fill berms from disturbed areas.

Use toe-of-fill slope berms to divert offsite runoff away

Plastic liner is not required for rock embankments.

Do not use transverse or longitudinal joints in plastic liner.

runoff velocity when existing grades are steep.

designated by the CO. Use check dams to reduce the slopes as shown on the Erosion Control Plans or as

Construct temporary berms at the top of all erodible cut

Use slope drains until the slopes are permanently stabilized.

Place all slope drains at the end of each work shift.

on the Erosion Control Plans or as designated by the CO.

the embankment is constructed. Use spacings as shown

Use temporary slope drains (berms, drains, and riprap) as fill surface intermediate

Subgrade or fill surface intermediate

Subgrade or

PRELIMINARY - N

OT FOR CONSTRUCTION

a.rosemanhanauer

3.

2.

1.

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

DIAMETER

VALENT

EQUI-

RADIUS

CORNER

MINIMUM

COVER

MINIMUM

SPAN x RISE

SIZE

PIPE ARCH

SIZE

PIPE ARCH

SPAN x RISE DIAMETER

VALENT

EQUI-

RADIUS

CORNER

MINIMUM

COVER

MINIMUM

COVER

MINIMUM

DIAMETER

SIZE

PIPE

SIZE

PIPE

DIAMETER COVER

MINIMUM

ALUMINUMSTEEL

of camber or increase the pipe culvert gradient.

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

When directed, camber pipe culverts upward pavement for both flexible and rigid pavement.

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

Measure minimum cover from the top of the corrugation pipe.

Obtain approval before furnishing annular of helical lockseam and welded seam pipe.

corrugations are more restrictive than those

Fill heights for culvert pipe with annular lockseam and welded seam pipe only.

The fill heights in the table are for helical special analysis by the CO.

602-1

STANDARD APPROVED FOR USE 12/1993

REVISED: 4/1994 6/2005

METAL PIPE CULVERT

STATE PROJECT

A 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

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…