2019-08-23_wa-ef1712303_Pre-Ad_Plans.pdf

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 RI

VER

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

A.1

STATE PROJECT

NUMBER

SHEET

U

S S u r ft

D c p w w o r k d w a e f1 a a .d g n

WA FS ERFO 2017(1)-23(3)

A

M

A u g u s t

L a n g e

K

M il le r

C h e c k e d b y

D e s ig n e d b y

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

PROJECT MANAGER

C. SANDERS

N

SCALE IN MILES

30201010

See Sheet A.3-8 for road locations.

FEDERAL HIGHWAY ADMINISTRATION

U. S. DEPARTMENT OF TRANSPORTATION

Project Location

PLANS FOR PROPOSED PROJECT

WA FS ERFO 2017(1)-23(3)

2017 REPAIRS, PHASE 3

OKANOGAN-WENATCHEE

WASHINGTON

OKANOGAN COUNTY

OKANOGAN-WENATCHEE NATIONAL FOREST

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

TYPE OF CONSTRUCTION:

DESIGN DESIGNATION:

SPECIFICATION:

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

PLANS PREPARED BY

APPROVED:

DATE

Western Federal Lands Highway Division

Chief of Engineering, BRIDGEPORT

BREWSTER

MALOTT

TWISP

WINTHROP

OROVILLE

ELLISFORD

TONASKET

METHOW

CONCONULLY

WAUCONDA

OKANOGAN

Lake

Palmer

AI

B

M

UL

O C

R

E

VI

R

OKANOGAN

NATIONAL

FOREST

OKANOGAN

NATIONAL

FOREST

COLVILLE

RESERVATION

INDIAN

R

DC

S C

FSR 5140

FSR 4415-040

FSR 4150

LOOMIS

Lake

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

Standard Specifications for Construction

FSR 3300-100

FSR 5008-100

FSR 4200-400

FSR 5100-100

0.080

20 MPH

<400

<400 e (max)

V

ADT (2037)

ADT (2017)

FSR 4010-050

11 SITES

aquatic organism passage structure

Drainage, aggregate base, and

Prel im ina ry

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

A u g u s t

U

S C p w w o r k d w a e f1 a b .d g n

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

A.2 FS ERFO 2017(1)-23(3) WA

BH

CP GPS

JH

TP

DI

36 31

6 1

36 31

6 1

SEC.

SEC.

EL. 1234.56

N

E

RIP

G G

W W

DI

T T

NOTE:

NO SCALE

on the appropriate plan sheet.

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

Property Line w/Found Property Corner

Section Corner (Found, Projected)16

Section Line16

Section Corner (Found, Projected)4

Section Line4

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

Trail

Lake, Pond or Reservoir; Marshland

Spring or Seep

Material Source; Bore Hole; Test Pit

Section Line

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Section Corner (Found, Projected)

Large Creek or River

Spot Elevation; Coordinate Grid Tick

Above Ground Tank; Underground Tank

Treeline; Individual Trees

Boulder; Well; Satellite Dish; Grave

Cooking Grate; Garbage Can; Picnic Table

Flagpole; Fire Hydrant

Gas & Water Meter; Gas & Water Valve

Silt Fence

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

BLM Lands Boundary

Railroad

Intermittent Drainage or Small Creek

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

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

AH

ADT

abut.

bearing bridge balance point bench mark back brg.

br.

BP

BM

BK

ctrs.

CS

cont.

constr. jt.

conn.

conc.

col.

CMP

clr.

cc or c. to c.

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

M.P.

M.L.

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

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

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

Poles (Power, Telephone, Joint Use,

- no symbol -

EXISTING PROPOSED

Transition

Toe of Fill

Top of Cut wall face

CL

North Arrow

Fence

Gate with Fence

Cattleguard

Guardrail

Retaining Wall

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Underdrain

Concrete Barrier

Slope Stake Limits

Pipe Culvert with Drop Inlet

Box Culvert

Delineators

Underground Utilities

Overhead/Above Ground Utilities

Signs (single, double post; portable)

Miscellaneous Utility Features

Building

Right-of-Way Line with Monument

Permanent Easement

Construction Easement

Riprap

N

Fiber Roll or Wattle

Prel im

SHEET 1 OF 6

VICINITY MAPS

N

(14.7 miles)

To Republic

To T on as ke t

(2 .6 m ile s)

(2 .2 m il e s

T o T o ra d a

O K A N O G A N

N A T I O N A L

F O R E S T

D R

S F

VICINITY MAP FOR FSR 3300-100

FSR 3300-100, MP 8.9

A.3

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d w a e f1 a c .d g n

WA FS ERFO 2017(1)-23(3)

J u ly a r m o t

T e m

C h e c k e d b y

D e s ig n e d b y

0 0.500.50 1.501.00

SCALE IN MILES

Pettijohn

Creek

W a lk e r

C reek

T o ra d e e k

Wauconda

C reek

Henderson

Creek

C re e k

B on ap ar t

Lightning

T o ro d a

C re e k

R d

Grafton

R d

D ia m o n d

B e ll

To ro da Cr ee k Rd

L a k t r a p a n o B

Lake

Walker

C re e k

B o n a p a rt

S u m m

F

F S

M t

A n n ie

R d

F S

NF

F S

R

D

Prel im

SHEET 2 OF 6

N

(4 .3 m ile s) so re t a

P o

T

)s eli m

9.

6(

T o M e th o w

0 0.500.50 1.501.00

O K A N O G A N

N A T I O N A L

F O R E S T

VICINITY MAP FOR FSR 4010-050

FSR 4010-050, MP 0.78

FSR 4010-050, MP 2.3

A.4

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d w a e f1 a d .d g n

WA FS ERFO 2017(1)-23(3)

u ly r m o t

T e

C h e c k e d b y

D e s ig n e d b y

SCALE IN MILES

Squaw

Creek

Squ aw Creek

B la ck

C re e k

C a n y o n

B la ck

C a n y o n

R d wo hte

M re vi

R

Creek

Canyon

Bla ck

C re e k

W o o d y

C re e k

L it tl e

J o e

L e ft

F o r k

OKANOGAN CO

CHELAN CO

NF-4010

NF-3107

Squaw

Creek Rd

FS

Prel im

SHEET 3 OF 6

.4 m il e s

.6 m ile s

T o M e th o w

T o T w is p

N

N

(8.03 miles) To Twisp

Fro st R d

O K A N O G A N

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

O K A N O G A N

N A T I O N A L

F O R E S T

VICINITY MAP FOR FSR 4150

VICINITY MAP FOR FSR 4415-040

FSR 4150, MP 2.20

FSR 4150, MP 0.30

FSR 4415-040, MP 0.0

0 0.500.50 1.501.00

SCALE IN MILES

A.5

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d w a e f1 a e .d g n

WA FS ERFO 2017(1)-23(3)

u ly r m o t

T e

C h e c k e d b y

D e s ig n e d b y

R iv e r

M et ho w

Bens on

Cre ek

Benson

Creek

S o u th

F o rk

Y a c k e y

Creek

Canyon

C re e k

G lo r y R d

T w is p

R iv e r

Tw isp

R iv e r

C re e k

C r e e k

M y e r

C o a l

C r e e k

N e w b y

Be ns on

Cr ee k Dr

NF-415

N F

E lb o w

C o u le e R d

R iv e rs o n g

L a n e

Prel im

SHEET 4 OF 6

VICINITY MAPS

.5 m ile s

T o O k a n o g a n

(1 .2 m ile s

T o T w is p

O K A N O G A N

N A T I O N A L

F O R E S T

VICINITY MAP FOR FSR 4200-400

FSR 4200-400, MP 0.2

0 0.500.50 1.501.00

SCALE IN MILES

A.6

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d w a e f1 a f.

d g n

WA FS ERFO 2017(1)-23(3)

u ly r m o t

T e

C h e c k e d b y

D e s ig n e d b y

Salmon

C reek

South

Fork

Tower

Lookout

M id d le

F o rk

NF-42

C re e k

Frazer

N F

Jack

C re e k

N F-41

Spring

Spike

Spring

C re ek

Ca bi n

N F

NF-4

NF-4

NF-100

NF-42

NF-4230

Spring

Park

Sportsman

Pixely

C re e k

Ce nt ra l

Spring

Spring

B e a v e r C k

F o rk

S o u thF o rk

M id d le

B e a v e r

C r e e k

DePue Creek

Swea t

C re ek

Prel im h e w u c h

P e a r r y g in

Golf Course

Bear Creek

N

SHEET 5 OF 6

VICINITY MAPS

0 0.500.50 1.501.00

S T

A T

E

P

A R

K

P E

A R

R Y

G

IN

L

A K

E

METHOW

STATE

WILDLIFE AREA

.8 m ile s

T o T w is p

VICINITY MAP FOR FSR 5008-100

FSR 5008-100, MP 0.75

A.7

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d w a e f1 a g .d g n

WA FS ERFO 2017(1)-23(3)

u ly r m o t

T e

C h e c k e d b y

D e s ig n e d b y

SCALE IN MILES

H.S.

Winthrop

Cemetery

Winthrop

Lake

Barnsley

Twin Lakes

Lake

Twin

Big

Lake

Twin

Little

Lake

Dibble

Lake

Davis

Lake

Cougar

M ethow

River

R iv e r

Lake Creek

C r e e k

V a lle y

M e th o w

D a v is C k

Fuz zy

Canyon

B o w e n

C re ekC r e e k

B e a r

Be ar

Cr ee k

B e a r

C re e k

Pearrygin

L a k e

Visitor Center

Fish Hatchery

National

Winthrop

Tw in

L a k e s

Rd

B e a r

C r e e k

R d

Lester Rd

D a v is

C r e e k

R d

T w is p -W in th ro p

Eastside d

B lu ff

S t

C r e e k

C h e w u c h

Intercity Airport Runway

Prel im

SHEET 6 OF 6

VICINITY MAPS

(1

.9 m il e s

(1 .5 m ile s

F O R E S T

N A T I O N A L

O K A N O G A N

VICINITY MAP FOR FSR 5100-100 AND FSR 5140

FSR 5140, MP 10.20

FSR 5140, MP 8.75

FSR 5100-100, MP 2.3

T o W in th ro p

T o W in th ro p

A.8

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d w a e f1 a h .d g n

WA FS ERFO 2017(1)-23(3)

u ly r m o t

T e

C h e c k e d b y

D e s ig n e d b y

0 0.500.50 1.501.00

SCALE IN MILES

C r e e k

F a lls

F a lls

Creek

C re e k

B u d

C re e k

A le x

D oe

Creek

Campground

Chewuch

C h e w u c h

R iv e r

R iv e r

C h e w u c h

05-FN

N F

N F

N F

N F-5140

N F -3

E i g h t M i l e R i d g e

-FN

C re ek

La m b

NF-5140

R a y

C r e e k

C reek

Bu ck

N F -5

D oe

Cree k

Junior CreekPrel im

CL

Traveled Way

S lo p e s ta k e l im it s

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

S lo p e s ta k e l im it s

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

LC

Traveled Way

S lo p e s ta k e l im it s

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

S lo p e s ta k e l im it s

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

LC

Traveled Way

S lo p e s ta k e l im it s

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

S lo p e s ta k e l im it s

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

[2]

1:1.5

1:4

1:4

1:4 1:4

1:4 1:4

SHEET 1 OF 4

TYPICAL SECTIONS

NO SCALE

FOOTNOTE:

Turf establishment[3]

Construct slopes as shown in the Staking Report Data Listing.[2]

Superelevate roadway as indicated in the Staking Report Data Listing.[1]

[1]Slope

TYPICAL SECTION

475+75 to 476+10

FSR 3300-100 MP 8.9

TYPICAL SECTION

Slope 4%

15+35 to 22+25

FSR 5100-100 MP 2.3

C.1

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d w a e f1 c a .d g n

WA FS ERFO 2017(1)-23(3)

P u ly

C h e c k e d b y

D e s ig n e d b y

TYPICAL SECTION

Slope 4%

See sheet D.7-8 for locations

FSR 4415-040 MP 0.0 TO 0.4

3'

4" compacted depth

Roadway aggregate, method 1 unclassified borrow

Embankment and

[2]

Existing ground

12'

12'

Existing ground

3'3' point

Profile

4" compacted depth

Roadway reconditioning, 12'

Existing ground

4" compacted depth

Roadway reconditioning, 3'

[3]Variable [3]Variable

Prel im lo p e s ta k e l im it s

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

Traveled Way

S lo p e s ta k e l im it s

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

CL

S lo p e s ta k e l im it s

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

S lo p e s ta k e l im it s

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

1:4 1:4

1:4

[2

[2

[2]

1:4 1:4

[2

[2]

SHEET 2 OF 4

TYPICAL SECTIONS

NO SCALE

FOOTNOTE:

[1]Slope

Turf establishment[3]

Construct slopes as shown in the Staking Report Data Listing.[2]

Superelevate roadway as indicated in the Staking Report Data Listing.[1]

TYPICAL SECTION

40+70 to 42+25

FSR 4010-050 MP 0.78

45+70 to 47+20

FSR 4010-050 MP 2.30

TYPICAL SECTION

52+00 to 54+41

FSR 4150 MP 0.3

[1]Slope

C.2

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d w a e f1 c a .d g n

WA FS ERFO 2017(1)-23(3)

u ly

C h e c k e d b y

D e s ig n e d b y

4" compacted depth

Roadway aggregate, method 1 unclassified borrow

Embankment and unclassified borrow

Embankment and

Existing ground

Profile point

12' [3]Variable

[3]Variable

12'

Existing ground

[3]Variable Variable

Prel im

E d g

W te r

S lo p e s ta k e l im it s

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

S lo p e s ta k e l im it s

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

S lo p e s ta k e l im it s

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

S lo p e s ta k e l im it s

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

LC

Traveled Way S lo p e s ta k e l im it s

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

Way

Traveled

[2]

1:4 [2]

1:4

[2]

1:1.5

[2]

1:1.5

1:4 [2]

[2]

1:4 [2]1:4

SHEET 3 OF 4

TYPICAL SECTIONS

NO SCALE

FOOTNOTE:

Turf establishment[3]

Construct slopes as shown in the Staking Report Data Listing.[2]

Superelevate roadway as indicated in the Staking Report Data Listing.[1]

[1]Slope

60+80 TO 61+44

FSR 4150 MP 2.2

[1]Slope

TYPICAL SECTION

61+44 to 62+06

62+06 to 63+30

C.3

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d w a e f1 c a .d g n

WA FS ERFO 2017(1)-23(3)

u ly

C h e c k e d b y

D e s ig n e d b y see sheet F.13 for details

Mitigation, streambed material, see sheet F.13 for details

Placed riprap, method B, class 3, 4" compacted depth

Roadway aggregate, method 1

4" compacted depth

Roadway aggregate, method 1

E x is ti n g R o a d w a y

E d g e o f

E x is ti n g R o a d w a y

E d g e o f

E x is ti n g R o a d w a y

E d g e o f

E x is ti n g R o a d w a y

E d g e o f

E x is ti n g R o a d w a y

E d g e o f

E x is ti n g R o a d w a y

E d g e o f

[3]Variable

[2]

[3]Variable

[2]Variable

6' [3]Variable

[3]Variable

12'

Prel im

Traveled Way lo p e s ta k e l im it s

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

S lo p e s ta k e l im it s

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

Traveled Way

S lo p e s ta k e l im it s

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

S lo p e s ta k e l im it s

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

Traveled Way S lo p e s ta k e l im it s

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

S lo p e s ta k e l im it s

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

CL

CL

CL

1:4 1:4

1:4

1:4

1:4 1:4

[2

[2]

1:4 1:4

1:4

1:4

SHEET 4 OF 4

TYPICAL SECTIONS

NO SCALE

TYPICAL SECTION

Slope 4%

TYPICAL SECTION

67+25 to 69+70

FSR 5008-100 MP 0.75

[1]Slope

FOOTNOTE:

Turf establishment[3]

Construct slopes as shown in the Staking Report Data Listing.[2]

Superelevate roadway as indicated in the Staking Report Data Listing.[1]

TYPICAL SECTION

Slope 4%

24+00 to 27+89

FSR 5140 MP 10.2

See sheet D.11-12 for location

FSR 5140 MP 8.75

See sheet D.6 for location

FSR 4200-400 MP 0.2

C.4

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d w a e f1 c a .d g n

WA FS ERFO 2017(1)-23(3)

u ly

C h e c k e d b y

D e s ig n e d b y

3" compacted depth

Roadway aggregate, method 1, 4" compacted depth

Roadway aggregate, method 1, 4" compacted depth

Roadway aggregate, method 1, E x is ti n g R o a d w a y

E d g e o f

E x is ti n g R o a d w a y

E d g e o f

Roadway reconditioning

Existing ground

14' 3'3'

12'[3]Variable [3]Variable

Existing ground

Roadway reconditioning

Existing ground

14' 3'3'

Type 1C

Chip seal, ditch flow line

Tie to existing ditch flow line

Tie to existing

Prel im

G

S

G P

S

G P

S

45 4250

LO

G S

P O

T

.0

P O

T

.2

,2

.4

,2

.5

+1.700 0%

+4.0

0%

100' VC

K = 43

,2

.1

BEGIN CONSTRUCTION

MP 8.9

FSR 3300-100

END CONSTRUCTION

FOOTNOTE:

and place on slope as directed by CO.

Remove logs from current location [1]

El= Match Existing

E= 2059903.64

N= 646873.65

El= Match Existing

E= 2059880.63

N= 647101.76

477+29.27

475+00.00

475+00.00 (MAIN01)

477+29.27 (MAIN01)

CUYD

EXC.

CUYD

EMB.

477+00476+00475+00

4230 4230

4232 4232

4234 4234

4236 4236

4238 4238

4240 4240

4242 4242

4244 4244

4246 4246

D.1

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d w a e f1 fb .d g n

WA FS ERFO 2017(1)-23(3)

u ly

C h e c k e d b y

D e s ig n e d b y

Profile grade

Existing ground

Line to be constructed

Slope stake limits

(75 LNFT)

Roadway reconditioning

475+00 to 475+75

(120 LNFT)

Roadway reconditioning

476+10 to 477+30

Existing Roadway Tie-in

CONNECTION DETAIL

Slope stake limits

[1](2 each)

Remove and reset log

Do not disturb culvert

See Section E Plan Sheets for details fiber roll (102 LNFT), Soil erosion control, 475+24 to 476+10 RT pavement structure

See Section C Plan Sheets for

Prel im

C P

G P S

G P S

5 2

POT 40+00.00

PC 40+30.04

P T

.1

P C

.7

PT 4

.7

3Curve= C1001

D

R= 70.00'

T= 82.19'

L= 121.15'

Curve= C1002

D

R= 90.00'

T= 37.45'

L= 70.98'

,2

.2

,2

.4

7.

60' VC

K = 17

SSD = 330'

,2

.5

+3.7

0%

8.

80' VC

K = 18

8.

,2

.8

N

BEGIN CONSTRUCTION

END CONSTRUCTION

MP 0.78

FSR 4010-050

El= Match existing

E= 1828821.03

N= 382202.95

El= Match existing

E= 1828703.72

N= 382279.39

FOOTNOTE:

and place on slope as directed by CO.

Remove logs from current location [1]

40+70.00 (MAIN02)

42+25.00 (MAIN02)

CUYD

EXC.

CUYD

EMB.

44+0043+0042+0041+0040+00

2264 2278

2266 2280

2268 2282

2270 2284

2272 2286

2274 2288

2276 2290

2278 2292

2280 2294

D.2

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d w a e f1 fc .d g n

WA FS ERFO 2017(1)-23(3)

u ly

C h e c k e d b y

D e s ig n e d b y

42+25.00

40+70.00 Line to be constructed

Profile grade

Existing ground

Tie-in

CONNECTION DETAIL

roadway

Existing limits

Slope stake

See Sheet F.1 for details

(56 LNFT)

132" pipe culvert, 41+88 for pavement structure

See Section C Plan Sheets

See Section E Plan Sheets for details fiber roll (40 LNFT), Soil erosion control, 41+48 to 41+78 LT

See Sheet F.1 for details

(124 CUYD)

class 4 (riprap end treatment), Placed riprap, method B, 41+88

See Section E Plan Sheets for details fiber roll (36 LNFT), Soil erosion control, 41+94 to 42+21 LT for details

See Section E Plan Sheets fiber roll (24 LNFT), Soil erosion control, 42+08 to 42+25 RT

See Sheet F.1 for details

(139 CUYD)

(riprap end treatment), method B, class 4

Placed riprap, 41+88

See Section E Plan Sheets for details fiber roll (41 LNFT), Soil erosion control, 41+45 to 47+79 RT

Prel im

P

C P

C P

,8

.6

,8

.1

-7.3500%

.4

150' VC

K = 9

,8

.2

Curve= C200

D

R= 75.00'

T= 156.43'

L= 168.56'

POT 45+00.00

PC 45+70.78

PT 47+39.34

POT 47+95.51

N

MP 2.30

FSR 4010-050

BEGIN CONSTRUCTION

END CONSTRUCTION

CUYD

EXC.

CUYD

EMB.

48+00 47+00 46+00 45+00

2860 2874

2862 2876

2864 2878

2866 2880

2868 2882

2870 2884

2872 2886

2874 2888

2876 2890

D.3

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d w a e f1 fd .d g n

WA FS ERFO 2017(1)-23(3)

u ly

C h e c k e d b y

D e s ig n e d b y

47+20.00

45+70.00 Slope stake limits

Line to be constructed

Profile grade

Existing ground

Additional clearing limits

El= Match Existing

E= 1823222.38

N= 381541.75

El= Match Existing

E= 1823123.35

N= 381620.02

45+70.00 (MAIN03)

47+20.00 (MAIN03)

culvert

Removal of

See Section E for details fiber roll (79 LNFT), Soil erosion control, 46+54 to 47+20 LT

Existing Roadway Tie-in

CONNECTION DETAIL

See Section E for details fiber roll (53 LNFT), Soil erosion control, 46+82 to 47+20 RT

See Sheet F.2 for details

(124 CUYD)

(riprap end treatment), Placed riprap, method B, class 4, 46+50

See Sheet F.2 for details

(55 LNFT)

96-inch pipe culvert, 46+50

See Sheet F.2 for details

(139 CUYD)

(riprap outfall protection), Placed riprap, method B, class 4, 46+50 for pavement structure

See Section C Plan Sheets

See Section E Plan Sheets for details fiber roll (47 LNFT), Soil erosion control, 46+05 to 46+42 LT

Plan Sheets for details

See Section E fiber roll (70 LNFT), Soil erosion control, 45+70 to 46+60 RT

See Sheet F.2 Plan Sheets for details

(riprap end treatment), Placed riprap, method B, class 4, 46+50

Prel im

GPS

GPS

CP

BTBT

BT

BT

BT

CP

GPS

,1

.4

,1

.0

+3.3

7.

80' VC

K = 20

,1

.0

Curve= C1001

D

R= 200.00'

T= 51.89'

L= 101.55'

Curve= C1002

D

R= 200.00'

T= 25.18'

L= 50.10'

Curve= C1003

D

R= 130.00'

T= 51.40'

L= 97.89'

Curve= C1004

D

R= 180.00'

T= 53.68'

L= 104.33'

P O

T

.0

P C

.8

P R

C

.3

P T

.4

P C

.9

P T

.8

P C

.5

PT 54+

79.90 PO

T 54+

93.78 MP 0.30

FSR 4150

N

CUYD

EXC.

CUYD

EMB.

55+0054+0053+0052+0051+0050+00

2148 2148

2150 2150

2152 2152

2154 2154

2156 2156

2158 2158

2160 2160

2162 2162

2164 2164

D.4

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d w a e f1 fe .d g n

WA FS ERFO 2017(1)-23(3)

u ly

C h e c k e d b y

D e s ig n e d b y

54+41.00

52+00.00

Slope stake limits

Slope stake limits

Line to be constructed

Profile grade

Existing ground

END CONSTRUCTION

CONSTRUCTION

BEGIN

EL= Match Existing

E= 1844970.16

N= 475814.47

EL= Match Existing

E= 1845169.48

N= 475709.81

52+00.00 (MAIN04)

54+41.00 (MAIN04)

Existing Roadway Tie-in

CONNECTION DETAIL

See Section F Plan Sheets for details

(40 LNFT)

48-inch pipe culvert, 52+48

See Section F Plan Sheets for details

(9 CUYD)

method B, class 3

Placed riprap, 52+48

See Section E Plan Sheets for details fiber roll (275 LNFT), Soil erosion control, 52+00 to 54+41 LT

Sheets for details

See Section E Plan fiber roll (262 LNFT), Soil erosion control, 52+00 to 54+41 RT

Sheets for details

See Section F Plan

(13 CUYD)

method B, class 3

Placed riprap, 52+48

Sheets for details

See Section F Plan

(13 CUYD)

method B, class 3

Placed riprap, 53+46

See Section F Plan Sheets for details

(40 LNFT)

36-inch pipe culvert, 53+46

See Section F Plan Sheets for details

(9 CUYD)

method B, class 3

Placed riprap, 53+46 for pavement structure

Plan SheetsSee Section C

Prel im

C P

C P

C P

C P

C P

G P S

C P

C P

G P S

0 2625

Curve= C2001

D

R= 100.00'

T= 22.65'

L= 44.56'

Curve= C2002

D

R= 200.00'

T= 48.73'

L= 95.60'

P O

T

.0

P C

.0

P T

.6

P C

.9

P T

.5

P O

T

.1

,6

.7

,6

.2

7.

+2.9

90' VC

K = 19

SSD = 277'

,6

.8

MP 2.20

FSR 4150

FOOTNOTE:

and place on slope as directed by CO.

Remove logs from current location [1]

N

CUYD

EXC.

CUYD

EMB.

64+00 63+00 62+00 61+00 60+00

2624 2634

2626 2636

2628 2638

2630 2640

2632 2642

2634 2644

2636 2646

2638 2648

2640 2650

D.5

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d w a e f1 ff .d g n

WA FS ERFO 2017(1)-23(3)

u ly

C h e c k e d b y

D e s ig n e d b y

63+30.00

60+80.00

Line to be constructed

Slope stake limits

Slope stake limits

END CONSTRUCTION

Profile grade

Existing ground

Existing ground

CONSTRUCTION

BEGIN El= Match Existing

E= 1852279.49

N= 470446.77

El= Match Existing

E= 1852047.20

N= 470735.68

Profile grade

60+80.00 (MAIN05)

63+30.00 (MAIN05)

Existing Roadway Tie-in

CONNECTION DETAIL

See Section F Plan Sheets for details

(extend 14 LNFT), 18-inch culvert

62+53 pavement structure

Plan Sheets for

See Section C

See Section E Plan Sheets for details fiber roll (110 LNFT), Soil erosion control, 62+06 to 63+60 RT

See Section E Plan Sheets for details fiber roll (72 LNFT), Soil erosion control, 60+80 to 61+42 RT

See Sheet F.13 for details

Revetment enhancement;

61+44 to 62+06 RT

Prel im

FOOTNOTE:

and place on slope as directed by CO.

Remove logs from current location [1]

Existing surface

CONNECTION DETAIL

Existing aggregate base method 1 aggregate, Roadway

N only. Confirm all locations with CO prior to construction of site.

1. Site has not been surveyed. Alignment is for reference information

NO SCALE

N

MP 0.2

FSR 4200-400

existing surface

Taper to match

25'

D.6

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d w a e f1 fg .d g n

WA FS ERFO 2017(1)-23(3)

A u g u s t

C h e c k e d b y

D e s ig n e d b y

END CONSTRUCTION

CONSTRUCTION

BEGIN

El= Match Existing

E= 1887719.61

N= 543941.07

El= Match Existing

E= 1888637.40

N= 545230.44

F S

R

F S

R

FSR 4200

FSR 42

00-

(1,714 LNFT)

Roadway reconditioning

(1,714 LNFT)

Roadway reconditioning

1, LNFT

1,7

LNFT

(150 LNFT)

Riprap ditch

(1 EACH)

Removal of culvert

Prel im

Existing surface

CONNECTION DETAIL

Existing aggregate base existing surface

Taper to match method 1 aggregate, Roadway

N

NOTE:

NO SCALE SHEET 1 OF 2

FSR 4415-040 MP 0.0 TO 0.4

AND

FSR 4415 AT FSR 4415-040

2. See sheet D.8 for details on FSR 4415-040.

only. Confirm all locations with CO prior to construction of site.

1. Site has not been surveyed. Alignment is for reference information

4' wide x 6' deep.

dimensions with CO. Estimated dimensions are 45' long x

Reconstruct embankment per typical section. Field verify [1]

25'

D.7

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d w a e f1 fh .d g n

WA FS ERFO 2017(1)-23(3)

A u g u s t

C h e c k e d b y

D e s ig n e d b y

CONSTRUCTION

BEGIN

F S

R

FS

R

FSR 4415-040

FSR 4415-040

END CONSTRUCTION

El= Match Existing

E= 1766816.93

N= 510682.87

El= Match Existing

E= 1766755.90

N= 510784.99

(125 LNFT)

Roadway reconditioning

(40 LNFT)

24-inch culvert

(40 CUYD)

[1]Unclassifed borrow

Prel im

R

FSR 4415-040

FSR 4415-040

FOOTNOTE:

and place on slope as directed by CO.

Remove logs from current location [1]

Existing surface

CONNECTION DETAIL

Existing aggregate base existing surface

Taper to match method 1 aggregate, Roadway

N

NOTE:

NO SCALE SHEET 2 OF 2

FSR 4415-040 MP 0.0 TO 0.4

AND

FSR 4415 AT FSR 4415-040

N

2. See sheet D.7 for details on FSR 4415.

only. Confirm all locations with CO prior to construction of site.

1. Site has not been surveyed. Alignment is for reference information

25'

D.8

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d w a e f1 fi .d g n

WA FS ERFO 2017(1)-23(3)

A u g u s t

C h e c k e d b y

D e s ig n e d b y

CONSTRUCTION

BEGIN

END CONSTRUCTION

El= Match Existing

E= 1766809.05

N= 510748.10

El= Match Existing

E= 1767910.02

N= 512355.92

(1,985 LNFT)

Roadway reconditioning

(40 LNFT)

24-inch culvert

(40 LNFT)

24-inch culvert

(1,985 LNFT)

Roadway reconditioning

(40 LNFT)

24-inch culvert

5 L

NFT

600 LNFT

600 LNFT

727 LNFT 73 LNFT

Prel im

CP

CP

CP

2710 2710

P O

T

.0

P C

.7

P T

.6

8 6

P O

T

.9

Curve= C1001

D

R= 1,400.00'

T= 25.46'

L= 50.91'

,7

.1

7.

,7

.5

-1.9000%

70' VC

K = 7

SSD = 150'

,7

.0

+1.2000

60' VC

K = 19 2 ,7

.4

MP 0.75

FSR 5008-100

N

69+70.00

67+25.00

CUYD

EXC.

CUYD

EMB.

70+0069+0068+0067+0066+0065+00

2704 2714

2706 2716

2708 2718

2710 2720

2712 2722

2714 2724

2716 2726

2718 2728

2720 2730

D.9

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d w a e f1 fj .d g n

WA FS ERFO 2017(1)-23(3)

u ly

C h e c k e d b y

D e s ig n e d b y

Slope stake limits

Slope stake limits

Line to be constructed

Existing ground

Profile grade

BEGIN CONSTRUCTION

Existing Roadway Tie-in

CONNECTION DETAIL

69+70.0067+25.00

Existing ground

CONSTRUCTION

END

do not disturb

Existing culvert, 67+43.87

EL= 2,718.42

E= 1814587.53

N= 543770.98

EL= 2,714.15

E= 1814106.34

N= 543797.60

Profile grade

See Sheet F.3 for details

(170 CUYD)

(riprap end treatment)

Placed riprap, method B, class 4, 68+20

See Sheet F.3 for details

(66 LNFT)

144-inch pipe culvert

68+20

See Sheet F.3 for details

(177 CUYD)

(riprap end treatment)

Placed riprap, method B, class 4, 68+20

See Section E Plans Sheets for details fiber roll (260 LNFT), Soil erosion control, 67+30 to 69+70 LT pavement structure

Plan Sheets for

See Section C

See Section E Plan Sheets for details fiber roll (216 LNFT), Soil erosion control, 67+25 to 69+20 RT

Prel im

NOTE:

only. Confirm all locations with CO prior to construction of site.

1. Site has not been surveyed. Alignment is for reference information

NO SCALE

MP 2.3

FSR 5100-100

Existing Roadway Tie-in

CONNECTION DETAIL

for pavement structure

See Section C Plan Sheets

D.10

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d w a e f1 fk .d g n

WA FS ERFO 2017(1)-23(3)

A u g u s t

C h e c k e d b y

D e s ig n e d b y

END CONSTRUCTION

CONSTRUCTION

BEGIN

El= Match Existing

E= 1804708.58

N= 614035.23

El= Match Existing

E= 1805371.44

N= 613915.37

FSR 5100-100

(690 LNFT)

Roadway reconditioningPrel im

Existing surface

CONNECTION DETAIL

existing surface

Taper to match method 1 aggregate, Roadway

N

NOTE:

only. Confirm all locations with CO prior to construction of site.

1. Site has not been surveyed. Alignment is for reference information

NO SCALE

Existing aggregate base

SHEET 1 OF 2

MP 8.75

FSR 5140

N

D.11

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d w a e f1 fl .d g n

WA FS ERFO 2017(1)-23(3)

A u g u s t

C h e c k e d b y

D e s ig n e d b y

CONSTRUCTION

BEGIN

El= Match Existing

E= 1785155.54

N= 625462.88

(3,132 LNFT)

Roadway reconditioning

312 LNFT 194 LNFT

259 LNFT

LNFT

420 LNFT

470 LNFT

315 L

NFT

(36 LNFT)

24-inch culvert

(3,132 LNFT)

Roadway reconditioning

(18" CMP, plugged)

(1 EACH)

Cleaning culvert in place

(18" CMP, plugged)

(1 EACH)

Cleaning culvert in place

(24" CMP, plugged)

(1 EACH)

Cleaning culvert in place

(36 LNFT)

24-inch culvert

(18" CMP, plugged)

(1 EACH)

Cleaning culvert in place

355 LNFT

25'

Prel im and place on slope as directed by CO.

Remove logs from current location [1]

N

NOTE:

only. Confirm all locations with CO prior to construction of site.

1. Site has not been surveyed. Alignment is for reference information

NO SCALE

SHEET 2 OF 2

MP 8.75

FSR 5140

D.12

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d w a e f1 fm .d g n

WA FS ERFO 2017(1)-23(3)

A u g u s t

C h e c k e d b y

D e s ig n e d b y

END CONSTRUCTION

El= Match Existing

E= 1783430.58

N= 627923.82

(50 LNFT)

36-inch culvert

(3,132 LNFT)

Roadway reconditioning

(60 LNFT)

36-inch culvert

(40 LNFT)

24-inch culvert

LNFT

127 LNFT

367 LNFT 313 LNFT

Prel im

C P

P O

T

.0

P O

T

.8

,7

.4

,7

.6

+0.5000%

-1.8000%

70' VC

K = 30

SSD = 504'

,7

.9

MP 10.2

FSR 5140

CUYD

EXC.

CUYD

EMB.

28+0027+00 26+00 25+00 24+00

4710 4710

4712 4712

4714 4714

4716 4716

4718 4718

4720 4720

4722 4722

4724 4724

4726 4726

D.13

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d w a e f1 fn .d g n

WA FS ERFO 2017(1)-23(3)

u ly

C h e c k e d b y

D e s ig n e d b y

N

27+88.80

24+00.00

FOOTNOTE:

and place on slope as directed by CO.

Remove logs from current location [1]

O f f s e t= 0

.0

T

S ta .= 2

+8

.8

E = 17

.2

N = 6

.2

O f f s e t= 0

S ta .= 2

+0

.0

E = 17

.7

N = 6

.3

O f f s e t= 0

S ta .= 2

+4

.8

E = 17

.8

N = 6

.3

END CONSTRUCTION

Limits of construction

BEGIN CONSTRUCTION

Profile gradeExisting ground

EL= Match Existing

E= 1781813.74

N= 632358.34

EL= Match Existing

E= 1781685.20

N= 632725.27

Existing Roadway Tie-in

CONNECTION DETAIL

Edge of traveled way

(389 LNFT)

Roadway recondition

24+00 to 27+89

27+88.80 (MAIN12)

24+00.00 (MAIN12)

See Sheet F.4 for details

(187 CUYD)

(riprap end treatment)

Placed riprap, method B, class 4, 26+45 See Sheet F.4 for details

(66 LNFT)

144-inch pipe culvert, 26+45

See Sheet F.4 for details

(199 CUYD)

(riprap end treatment)

Placed riprap, method B, class 4, 26+45 for pavement structure

See Section C Plan Sheets

Prel im

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

1.

GPS1 647061.430 2059899.770 4244.830 48°45'38.94617"N 119°05'38.865964"W 4188.1418 0.99980531 Rebar

GPS2 646887.760 2059882.910 4243.800 48°45'37.236735"N 119°05'39.176094"W 4187.6453 0.99980524 Rebar

GPS3 646991.610 2059898.250 4239.820 48°45'38.257769"N 119°05'38.91219"W 4185.0885 0.99980541 spike 2.

CP1 381578.780 1823295.160 2877.790 48°02'37.123747"N 120°05'08.510375"W 2817.5014 0.99980854 Rebar w/cap

CP2 381693.330 1823139.930 2884.470 48°02'38.269063"N 120°05'10.778444"W 2824.1847 0.99980821 Rebar w/cap

CP3 381570.640 1823144.950 2865.520 48°02'37.057812"N 120°05'10.722095"W 2805.238 0.99980912 spike

GPS1 382229.800 1828832.070 2277.490 48°02'43.009442"N 120°03'46.931109"W 2216.9193 0.99983718 Rebar w/cap

GPS2 382407.020 1828689.340 2298.840 48°02'44.772430"N 120°03'49.005560"W 2238.2725 0.99983615 Rebarw/cap

CP3 382240.880 1828712.170 2277.950 48°02'43.130625"N 120°03'48.694030"W 2217.3858 0.99983715 spike

CP4 382397.250 1828817.400 2257.710 48°02'44.663370"N 120°03'47.122339"W 2197.136 0.99983811 spike

CP5 382096.900 1828607.180 2286.170 48°02'41.720121"N 120°03'50.260339"W 2225.6124 0.99983677 spike

GPS1 475785.760 1845171.110 2163.540 48°18'04.552164"N 119°59'31.422129"W 2103.9535 0.99984688 Rebar

GPS2 475834.310 1844759.990 2162.130 48°18'05.075558"N 119°59'37.494797"W 2102.5501 0.99984696 12" spike

GPS3 475810.880 1844990.140 2152.140 48°18'04.819560"N 119°59'34.094633"W 2092.5568 0.99984743 spike

CP4 475727.080 1844854.940 2134.330 48°18'04.007197"N 119°59'36.107785"W 2074.7468 0.99984827 H&T

CP1 543799.230 1814554.200 2720.860 48°29'18.754478"N 120°06'54.869672"W 2663.1141 0.99983599 Rebar w/ypc

CP2 543776.700 1814172.850 2706.690 48°29'18.567237"N 120°07'00.533727"W 2648.9276 0.99983666 Rebar w/ypc

CP3 543779.180 1814340.330 2714.680 48°29'18.576314"N 120°06'58.047234"W 2656.9242 0.99983628 spike

CP1 632683.188 1781710.606 4716.822 48°43'58.543788"N 120°14'52.384973"W 4661.4612 0.99977736 Rebar w/cap

CP2 632468.602 1781803.771 4721.939 48°43'56.419482"N 120°14'51.019695"W 4666.5684 0.999777 Rebar w/cap

GPS1 470436.846 1852320.500 2650.500 48°17'10.984945"N 119°57'46.577246"W 2590.7427 0.99982284 Rebar w/cap

GPS2 470693.360 1852043.020 2638.524 48°17'13.547152"N 119°57'50.637152"W 2578.7733 0.99982345 Rebar w/cap

CP2 470689.823 1852046.846 2625.297 48°17'13.511823"N 119°57'50.581172"W 2565.5463 0.99982408 Rebar w/cap

CP3 470699.810 1852058.832 2628.630 48°17'13.609037"N 119°57'50.402279"W 2568.8793 0.99982393 Rebar w/cap

CP4 470566.258 1852173.101 2638.791 48°17'12.278417"N 119°57'48.735023"W 2579.037 0.99982342 spike

PROJECT : Okanogan-Wenatchee 217 Repairs Phase 3

PROJECT UNITS : US SURVEY FOOT

COORDINATE SYSTEM : Washington North SPCS NAD83 (2011)

VERTICAL DATUM : Orthometric elevations based on the NAVD88 GEOID12b

4150 mp 2.2

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

RD 3300-100 mp 8.9

RD 4010-050 mp 2.3

4010-050 mp 0.78

5008-100 MP 0.75

5140 MP 10.2

RD 4150 mp 0.3

No control points for sites FSR 4200-400 MP 0.2, FSR 4415 MP 0.0 to 0.4, FSR 5100-100 MP 2.3, and FSR

5140 MP 8.75.

c:

\p w -w or k\ d0 ok an og an _w en at ch ee

_c on tr ol sh ee t.

xl sx ]S he et

-A ug -2

4:

U

FS

U S

FS

D es ig ne d by

C he ck ed b y:

STATE PROJECT

D.14

SHEET

NUMBER

FS ERFO 2017(1)-23(3)WA

SURVEY CONTROL

Prel im

NO SCALE

157-5

STANDARD APPROVED FOR USE 6/2005

DRAFT: 3/2014

REVISED: 6/2007

DIVERSION CHANNELS

TEMPORARY

STATE PROJECT

NUMBER

SHEET

E.1

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS ERFO 2017(1)-23(3) WA

U S

C c p w w o r k d w a e f1 d a .d g n p r il

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

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.

Roadway embankment

Roadway embankment

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

1.

2.

3.

4.

5.

FlowFlow

FlowFlow

Plastic liner when scheduled)

Silt fence (typ.

When specified replace the portion of the diversion channel through the roadway embankment with temporary culvert. Compact temporary culvert backfill using one of the methods listed in Subsection 204.11(a).

See Erosion Control Section for temporary culvert diameter, riprap class, channel dimensions and quantities.

Use plastic liner or riprap along the entire length and width of the temporary diversion channel.

Construct channel at a minimum grade of 0.5 percent.

Do not construct with longitudinal joints if using a plastic liner. Bury the upstream edge of the liner a minimum of

A

A

BB

GeotextileGeotextile

Flow

Natural ground and secure with sandbags (typ.)

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

Prel im

REVISED: 7/2016

DETAIL APPROVED FOR USE --/----

WESTERN FEDERAL LANDS HIGHWAY DIVISION

W157-17

METHODS

TEMPORARY DIVERSION BERM

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

E.2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS ERFO 2017(1)-23(3) WA

U S

C c p w w o r k d w a e f1 d b .d g n p r il

Existing ground

Water surface elevation

OPTION B

OPTION A

OPTION C

OPTION D

Existing ground

Sandbag (typ.)

Sandbag (typ.)

Sandbag (typ.)

Sandbag (typ.)

Concrete barrier

Concrete barrier

Concrete barrier

Water surface elevation membrane

Waterproof

Water surface elevation membrane

Waterproof

Water surface elevation

Existing abutment or pier elevation (min.)

Top of berm

Existing ground at time of construction

Diverted water level at time of construction

Diverted water level

Existing ground at time of construction

Diverted water level

Limit of work zone

Limit of work zone

Limit of work zone elevation (min.)

Top of berm elevation (min.)

Top of berm at time of construction

Diverted water level

(anchoring method to be approved)

Waterproof membrane m in

4'-6" m in m in

6" (min.) freeboard. Submit temporary stream diversion m in

NOTE:

1 4.

3.

2.

1.

membrane

Waterproof height of the sandbag barrier.

directed. Remove sediment when deposits reach half the berm daily. Repair as needed after rainfall events or as

While in use, inspect and maintain the temporary diversion given time.

Place a maximum of one diversion in the stream at any upper rows of sandbags above the joints in lower rows.

of bottom rows as there are vertical course. Overlap the

Place sandbags to form a pyramid by laying equal numbers plans for approval prior to installation.

minimum height equal to the water surface elevation with

As a minimum, provide a temporary diversion berm with a prefabricated or portable diversion berms, dams, etc.).

methods may be chosen (including any approved during construction operations. Alternate stream diversion

These options suggest configurations for diverting a stream

Prel im

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

DRAFT: 7/2016

REVISED:

DETAIL APPROVED FOR USE 10/2014

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FIBER ROLL

(FT)

(FT)

W157-21

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

E.3

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS ERFO 2017(1)-23(3) WA

U S

C c p w w o r k d w a e f1 d c .d g n p r il

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

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

NOTE:

Prel im levels:GSCOLORFILL|GSBWFILL|GSOUTLINE

SWPPP SIGN

E.4

STATE PROJECT

NUMBER

SHEET

U

S S u r ft p w w o r k d w a e f1 d d .d g n

WA FS ERFO 2017(1)-23(3)

u ly

C h e c k e d b y

D e s ig n e d b y

3'-6"

3"

4"C

"2

"B2

3"

2"C

2"

2"C

14"

"8

3IN = 0

"8

5TH = 0

"8 1R = 1

BORDER

specific project information background. Adjust text to match

Black border and text on white

Refer to Subsection 107.01A(d) of Special Contract Requirements

SWPPP SignPrel im

50 30 2040 10 0 10 20 30 40 50

FISH SPECIES:

HYDRAULIC INFORMATION

FLOWLINE SLOPE:

OUTLETINLETPIPE

INV N/E/EL:

BURIAL DEPTH:

LOWER BEVEL HEIGHT:

BEVEL:

HEADWALL:

INV N/E/EL:

BURIAL DEPTH:

LOWER BEVEL HEIGHT:

BEVEL:

HEADWALL:

RISE:

WALL THICKNESS:

TYPE:

LENGTH:

SPAN:

PIPE SLOPE:

OHW:

HW :

Q :

Q :

INFILL TYPE: TYPE:

F.1

STATE PROJECT

NUMBER

WA

FS ERFO 2017(1)-23(3)

D A

T E

P

A T

H e c k e d b y s ig n e d b y

Corrugated Metal Pipe

Corrugated Metal Pipe Corrugated Metal Pipe

AOP

Riprap Riprap

4.0 ft

NA

N

100 100 1.4

1.0

5.2 ft

2.75 ft2.75 ft

0.062 ft/ft 1V : 2H1V : 2H0.04ft/ft

11 ft 11 ft

PLAN AND PROFILE

AOP CULVERT

FSR 4010-050 MP 0.78

PC 41+81.75

57.5 ft

382227.5/1828701.2/2266.6 382268.1/1828742.0/2264.3

Scale in feet

5 2.5 0 5 10 15 20

LC

boulder per detail Sheet F.11 material and fish passage Backfill with streambed

Existing ground

Flow Flo w

' m in

Slope 4.0%

Slope 6.2%

100yr WSE

132-inch pipe culvert

Traveled way

See sheet F.10 for details (riprap end treatment) method A, class 4 Place riprap

See sheet F.10 for details (riprap end treatment) method A, class 4 Place riprap road centerline elev. 2271.8' channel elev. 2268.3' channel

See sheet F.10 for details (riprap end treatment) method A, class 4 Placed riprap

See sheet F.10 for details (riprap end treatment) method A, class 4 Placed riprap elev. 2264.3' downstream invert elev. 2266.6' upstream invert Prel im

50 30 2040 10 0 10 20 30 40 50

70 60

C P

HYDRAULIC INFORMATION

FLOWLINE SLOPE:

OUTLETINLETPIPE

INV N/E/EL:

BURIAL DEPTH:

LOWER BEVEL HEIGHT:

BEVEL:

HEADWALL:

INV N/E/EL:

BURIAL DEPTH:

LOWER BEVEL HEIGHT:

BEVEL:

HEADWALL:

RISE:

WALL THICKNESS:

TYPE:

LENGTH:

SPAN:

PIPE SLOPE:

Q :

INFILL TYPE: TYPE:

F.2

STATE PROJECT

D A

T E

P

A T

H e c k e d b y s ig n e d b y

Corrugated Metal Pipe

Corrugated Metal Pipe Corrugated Metal Pipe

8 ft 8 ft

NA

PLAN AND PROFILE

CULVERT

FSR 4010-050 MP 2.3

N

0 ft0 ftHW : 100 100

HW :25Q : 4.1

3.5

25 165

BURN BURN

FUTURE FUTURE

69 ft

1V : 2H 1V : 2H

2'-0" 2'-0"

0.108 ft/ft 0.108 ft/ft

381590.5/1823170.3/2850.62381534.0/1823131.7/2858.08

Riprap with concrete collar Riprap with concrete collar

P T

.3

Scale in feet

5 2.5 0 5 10 15 20

LC

Existing ground

Flow

Flo w

' m in .1 channel see sheet F.10 for details (riprap end treatment) method A, class 4 Place riprap centerline see sheet F.14 for details (riprap outfall protection) method A, class 5 Place riprap see sheet F.10 for details (riprap end treatment) method A, class 4 Place riprap see sheet F.13 for details Concrete collar see sheet F.13 for details Concrete collar see sheet F.10 for details (riprap end treatment) method A, class 4 Placed riprap

96-inch pipe culvert see sheet F.13 for details Concrete collar see sheet F.13 for details Concrete collar

Slope 10.8% see sheet F.15 for details (riprap outfall protection) method A, class 5 Place riprap see sheet F.10 for details (riprap end treatment) method A, class 4 Placed riprap

Flow line elev. 2850.62' downstream invert elev. 2858.08' upstream invert

Traveled Way

Prel im

50 30 2040 10 0 10 20 30 40 5060 60

70 80

FISH SPECIES:

HYDRAULIC INFORMATION

FLOWLINE SLOPE:

OUTLETINLETPIPE

INV N/E/EL:

BURIAL DEPTH:

LOWER BEVEL HEIGHT:

BEVEL:

HEADWALL:

INV N/E/EL:

BURIAL DEPTH:

LOWER BEVEL HEIGHT:

BEVEL:

HEADWALL:

RISE:

WALL THICKNESS:

TYPE:

LENGTH:

SPAN:

PIPE SLOPE:

OHW:

HW :

Q :

Q :

INFILL TYPE: TYPE:

F.3

STATE PROJECT

D A

T E

P

A T

H e c k e d b y s ig n e d b y

Corrugated Metal Pipe

Corrugated Metal Pipe Corrugated Metal Pipe

AOP

5.8 ft

Riprap Riprap

5.6 ft

NA

N

0.035 ft/ft

100 100

PLAN AND PROFILE

AOP CULVERT

FSR 5008-100 MP 0.75

0.033 ft/ft

3.0 ft

206 cfs

30 cfs

4.2 ft

1.1 ft

1V : 2H 1V : 2H

12 ft 12 ft

3.0 ft

73.5 ft

543810.5/1814445.6/2706.0' 543751.3/1814402.1/2703.5'

Scale in feet

5 2.5 0 5 10 15 20

LC

boulder per detail Sheet F.11 material and fish passage Backfill with streambed elev. 2711.8' Prop. channel

Existing ground

Flow

Slope 3.3%

Slope 3.5% elev. 2703.5' DS invert elev. 2709.1' prop. channel m in

' m in

Flow elev. 2706.0' US invert

100yr WSE

See sheet F.10 for details (riprap end treatment) method A, class 4 Placed riprap

See sheet F.10 for details (riprap end treatment) method A, class 4 Placed riprap

144-inch pipe culvert road grade road centerline see sheet F.10 for details (riprap end treatment) method A, class 4 Place riprap see sheet F.10 for details (riprap end treatment) method A, class 4 Place riprap

Traveled way

Prel im

50 30 2040 10 0 10 20 30 40 5060 60

FISH SPECIES:

HYDRAULIC INFORMATION

FLOWLINE SLOPE:

OUTLETINLETPIPE

INV N/E/EL:

BURIAL DEPTH:

LOWER BEVEL HEIGHT:

BEVEL:

HEADWALL:

INV N/E/EL:

BURIAL DEPTH:

LOWER BEVEL HEIGHT:

BEVEL:

HEADWALL:

RISE:

WALL THICKNESS:

TYPE:

LENGTH:

SPAN:

PIPE SLOPE:

OHW:

HW :

Q :

Q :

INFILL TYPE: TYPE:

F.4

STATE PROJECT

D A

T E

P

A T

H e c k e d b y s ig n e d b y

Corrugated Metal Pipe

Corrugated Metal Pipe Corrugated Metal Pipe

68 ft

AOP

6.1 ft

Riprap Riprap

5.2 ft

NA

N

0.054 ft/ft

100 100

1V : 2H

12 ft 12 ft

0.04 ft/ft

3 ft 3 ft

PLAN AND PROFILE

AOP CULVERT

FSR 5140 MP 10.220 cfs

70 cfs 1.3 ft

0.7 ft

1V : 2H

632584.6/1781764.0/4705.3 632594.8/1781696.6/4702.6

Scale in feet

5 2.5 0 5 10 15 20

LC

boulder per detail Sheet F.11 material and fish passage Backfill with streambed elev. 4707.8' Prop. channel

Existing ground

Remove existing 24" CMP

Flow

Flow

Slope 5.4% elev. 4702.6' DS invert m in m in

Slope 4.0% debris in channel Remove existing

100yr WSE elev. 4711.4' Prop. channel see sheet F.10 for details (riprap end treatment) method A, class 4 Place riprap see sheet F.10 for details (riprap end treatment) method A, class 4 Place riprap road centerline

144-inch pipe culvert see sheet F.10 for details (riprap end treatment) method A, class 4 Placed riprap see sheet F.10 for details (riprap end treatment) method A, class 4 Placed riprap elev. 4705.3' downstream invert

Traveled Way

Prel im

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.

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

F.5

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS ERFO 2017(1)-23(3) WA

U S

C c p w w o r k d w a e f1 e e .d g n p r il

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

1.

2.

3.

4.

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.

NOTE:

Prel im

ROUND PIPE

DIAMETER

PIPE ARCH

SPAN × RISE

CORRUGATION

[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]

602-2

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

COUPLING BAND

METAL PIPE CULVERT

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

2pipe ends rerolled with 2 corrugations on rerolled pipe ends.

STATE PROJECT

NUMBER

SHEET

F.6

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS ERFO 2017(1)-23(3) WA

U S

C c p w w o r k d w a e f1 e f.

d g n p r il

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

1.

2.

SMOOTH SLEEVE BAND FLAT BAND

SEMI-CORRUGATED BAND

HELICAL BANDANNULAR BANDSTANDARD BAND CONNECTIONS

SLEEVE JOINT

SIDE VIEW SIDE VIEW SIDE VIEW

END VIEW

END VIEWEND VIEW

Oval Lug

Band Angle

Bar & Strap

Integral Flange Wedge and Strap

Smoother sleeve with center stop.

Stab type joint

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

Band corrugation in pipe end with second annular around band meshes

Continuous corrugation

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BoltsBand

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rerolled with 3" × 1" pipe corrugations.

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