60__Darrington_Emergency_Repairs_Preliminary_Plan_Set.pdf

FEDERAL HIGHWAY ADMINISTRATION

U. S. DEPARTMENT OF TRANSPORTATION

Project Location

APPROVED:

DATE

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

TYPE OF CONSTRUCTION:

DESIGN DESIGNATION:

SPECIFICATION:

INDEX TO SHEETS

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

BRITISH COLUMBIA

I D

A H

O

OREGON

UNITED STATES

CANADA

P A

C I F I C

O C

A E

N tS rait ofJuan deFuca

OC

LU

MBIA R

IV

ER

A

SN

KE

R

VERI

M

COLU B

I A

V R I

E R

Lakes

Banks

Lakes

Moses

Reservoir

Potholes

OLYMPIC

NATIONAL

PARK

MOUNT

RAINIER

N.P.

MOUNT

ST. HELENS

NAT'L VOLC.

MON.

NORTH

CASCADES

NATIONAL

PARK

BELLINGHAM

Forks

Aberdeen

Chehalis

Longview

OLYMPIA

TACOMA

SEATTLE

EVERETT

Wenatchee

Lake

Moses

SPOKANE

Pullman

Pasco

RICHLAND

Kennewick Walla Walla

ANGELES

PORT

Townsend

Port Vernon

Mt.

VANCOUVER

WASHINGTON KEY MAP

YAKIMA

u n d o S t e g u

P on Federal Highway Projects, FP-14

Construction of Roads and Bridges

Standard Specifications for

WA FS ERFO 2016(1)-20(3)

N

SCALE IN MILES

0 5 105

EMERGENCY REPAIRS, PHASE I

DARRINGTON DISTRICT

B. Chon

0.060

20 MPH

<150

<100

Van Horn

Lyman

Rockport

Sedro-Woolly

Arlington

Granite Falls

Marblemount

Darrington

Skagit Riv er

S a u k

River

Monta Cristo

MP 2.3

FSR 2810

Loop

Highway

Mountain

FSR 2000, MP 39.9

FSR 2081, MP 1.3

FSR 2083, MP 0.1

FSR 2081, MP 2.25

Silverton

Reservation

Naval

MP 11.0 (11.4)

FSR 2800

MP 10.3-10.4

FSR 2800

MP 5.3

FSR 2800

See Sheet A.3-4 for Road Locations

FSR 2700, MP 6.9

FSR 4052, MP 3.7

FSR 4052, MP 3.0

FSR 4052, MP 2.55

FSR 4052, MP 1.9

M T. B A K E R

N A T I O N A L

F O R E S T

H. TEMPORARY TRAFFIC CONTROL PLAN

G. WALLS

F. DRAINAGE

E. EROSION CONTROL

D. PLAN-PROFILE

C. TYPICAL SECTION

B. SUMMARIES

A. GENERAL INFORMATION

e (max)

V

ADT (2036)

ADT (2016)

H.2-4

H.1

G.2

G.1

F.10

F.3-9

F.1-2

E.3-5

E.1-2

D.27

D.2-26

D.1

C.2-6

C.1

B.1-3

A.3-4

A.2

A.1

LENGTH 1.039 MILES

FSR 2660, MP 4.1

FSR 4052 MP 2.2

WORK ZONE DETAILS

QUANTITIES

TABULATION OF TEMPORARY TRAFFIC CONTROL

MSE WALL (GEOGRID) DETAILS

MSE WALL DETAILS

MITIGATION, BANK STABILIZATION DETAILS

STANDARD DRAWINGS

TABULATION OF DRAINAGE QUANTITIES

EROSION CONTROL DETAILS

TABULATION OF EROSION CONTROL QUANTITIES

SURVEY CONTROL

PLAN AND PROFILE

TABULATION OF PLAN AND PROFILE QUANTITIES

TYPICAL SECTION

TABULATION OF TYPICAL SECTION QUANTITIES

SUMMARY OF QUANTITIES

VICINITY MAPS

PLAN SYMBOLS AND ABBREVIATIONS

TITLE SHEET

SNOHOMISH AND SKAGIT COUNTIES - WASHINGTON

MT. BAKER-SNOQUALMIE FOREST NATIONAL FOREST

FSR 4052 MP 3.7

FSR 4052 MP 1.9, FSR 4052 MP 2.2, FSR 4052 MP 2.55, FSR 4052 MP 3.0,

FSR 2800 MP 11.0 (11.4), FSR 2810 MP 2.3

FSR 2660 MP 4.1, FSR 2700 MP 6.9, FSR 2800 MP 5.3, FSR 2800 MP 10.3-10.4,

FSR 2000 MP 39.9, FSR 2081 MP 1.3, FSR 2081 MP 2.25, FSR 2083 MP 0.1,

drainage, MSE wall, and ford water crossing

Grading, aggregate surfacing, asphalt concrete paving, A.1

STATE PROJECT

NUMBER

SHEET

S u r F t

D c m y fi le s p w p r o d u c ti o n d w a e f1 a a .d g n

WA FS ERFO 2016(1)-20(3)

A

M

S e p te m b e r

K

H a r r is o n

M il le r

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY-

NOT FOR C

ONSTRUCTIO

N

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE 11/2001

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

W101-1

AND ABBREVIATIONS

PLAN SYMBOLS

W west drwg(s).

dist.

diaph.

diag.

dia.

DHV

D exp. jt.

exc.

EW

ER

EQ or eq.

EP

emb.

elev.

El. 94.16 ft e

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

ga.

galvanized gage (gauge)

HW

hex.

hdwl.

high water hexagon headwall ftg.

ft3 ft2 flg.

fin.

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

ID

joint inside diameter

LW

lt. or LT

Ls

LPSM

long.

LNFT

lat.

lam.

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

NC

N normal crown north

OG

OD

o. to o.

o. c.

original ground outside diameter out to out on center pvmt.

PT

PST

PSC

PS

POT

POS

POC

pl.

PI

PCS

PCC

PC

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

rt. or RT reqd.

reinf.

rdwy.

R/W

R.

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

Ts

TS

thd.

TBM

T.

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

VPI

vph

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

STS

struc.

stiff.

stgr.

std.

STA, Sta.

ST

SS

SRS

SQYD

SQFT

spa.

SLRY

shldr.

sec.

SC

SADT

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

CUYD

culv.

CUFT

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

min.

MGAL

max.

matl.

monument minimum thousand gallon maximum material P

A u g u s t

U

S C m y fi le s p w p r o d u c ti o n 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 2016(1)-20(3)WA

BH

TP

DI

36 31

6 1

SEC.

EL. 1234.56

E

G

W W

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

CP GPS

JH

36 31

6 1

SEC.

RIP

DI

PRELIM

IN

ARY-

NOT FOR C

E N .

e v

A ht

F

N Sauk River

Clearcreek Rd.

NF 2083

District, Mt. Baker

Darrington Ranger

N

SCALE IN MILES

0 5 105

530 530

Marysville

Granite falls

Arlington

McMurry

Baker HeightsAvon

Sedro-Woolley

Junction Hamilton

Birdsview

Van horn

Sauk

Marblemount

Island Camano

Reservation

Tulalip Indian

& 4.2

MP 4.1

FSR 2660

MP 2.3

FSR 2810

MP 2.25

FSR 2081

MP 1.3

FSR 2081

MP 0.1

FSR 2083

M T. B A K E R

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

Point

Smokey

Skagit

Riv er

FSR 2081 MP 1.3

MP 2.25

FSR 2081

MP 0.1

FSR 2083

FSR 2083, MP 0.1

FSR 2081, MP 2.25

FSR 2081, MP 1.3

N F 2860

N F

N F

Camp Rd

Christian

River

Sauk

Mt. Pugh

Mountain

White Chuck ywH p oo

L nia t n u o

M kuaS reviR

32 FN

F N

F N

.dR keerC saneT

F N

F N keerC saneT

Big Creek

Suiattle River dR eiriarP kuaS

N. Mountain Rd.

.dR enilrewoP

FSR 2810, MP 2.3

Darrington Sauk River Rd.

Giles Rd

St at e

RTE

N E

Boyd Rd.

FSR 2810, MP 2.3

DARRINGTON

FSR 2700, MP 6.9

MP 5.3

FSR 2800

MP 6.9

FSR 2700

MP 5.3

FSR 2800

Sheet 1 of 2

VICINITY MAPS

Mountain Loop Rd

MP 11.0(11.4)

FSR 2800

MP 10.3-10.4

FSR 2800

MP 10.3-10.4

FSR 2800

MP 11.0(11.4)

FSR 2800

FSR 2700, MP 6.9

FSR 2800, MP 11.0 (11.4)

FSR 2800, MP 10.3-10.4

FSR 2800, MP 5.3

FSR 2660, MP 4.1

FRS 2660, MP 4.1

A.3

STATE PROJECT

NUMBER

SHEET

S u r F t m y fi le s p w p r o d u c ti o n d w a e f1 a c .d g n

WA FS ERFO 2016(1)-20(3)

e p te m b e r

H a r r is

M il le r

C h e c k e d b y

D e s ig n e d b y

SCALE IN FEET

SCALE IN FEET

SCALE IN FEET

5000 0

SCALE IN FEET

SCALE IN FEET

revi

R k u a

S

PRELIM

IN

ARY-

NOT FOR C

Monte Cristo Lake

Myrtle Lake

Lost Lake

C re e k

B u ck

M o u n ta in

L o o p

H ig h w a y

N F

N F

S o u th

F o r k

S a u k

R iv e r

R d

FSR 4065, MP 1.15

FSR 4065, MP 1.2

NF-4065

MP 1.9

FSR 4052,

N

Monte Cristo Trail

F S

S u n r is e in e T r a il

M T. B A K E R

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

NF-4039

N F-

Moun tain

Loo p

Hwy

NF-2

NF-2

Stillaguamish River

South Fork

NF-4037

NF-011

NF-4038

M T. B A K E R

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

Arlington Heights

Arlington

Smokey Point

Marysville Silverton

Snohomish

Everett

Corner Midvale

Island Camano

Lynnwood

Swede Heaven

Monroe

Sultan

Galena

Spada Lake

Granite Falls

Lake Stevens

Lake Roesiger

Lake Chaplin

South Fork Stillaguamish

River

Lake Goodwin

Lake Shoecraft

Whitehorse Mtn.

Three Fingers

White Chuck Mtn.

Mount Forgotten

N F-20

Darrington530

SOUND

PUGET

SCALE IN MILES

0 5 105

NF-20

FSR 4052, MP 3.0

FSR 4052, MP 2.55

FSR 2000, MP 39.9

Lake

Peek-a-boo o o b-a k e e P keerC

Sauk

R iv e r

M o u n ta in

L o o p

R o a d

Falls Cr ee k

FSR 2000, MP 39.9

FSR 4052, MP 3.7

Sheet 2 of 2

VICINITY MAPS

Mountain Loop Highway

MP 35.4

FSR 2000,

MP 39.9

FSR 2000,

FSR 4052, MP 3.7

FSR 4052, MP 3.0

FSR 4052, MP 2.55

MP 0.1

FSR 4036,

FSR 4052, MP 1.9

FSR 4052, MP 3.7

FSR 4052, MP 3.0

FSR 4052, MP 2.55

FSR 4052 MP 2.2

FSR 4052 MP 2.2

A.4

STATE PROJECT

NUMBER

SHEET

S u r F t m y fi le s p w p r o d u c ti o n d w a e f1 a d .d g n

WA FS ERFO 2016(1)-20(3)

e p te m b e r

H a r r is

C h e c k e d b y

D e s ig n e d b y

FSR 4065, MP 1.2

FSR 4065, MP 1.15

FSR 4052, MP 2.2

FSR 4052, MP 1.9

M ountain

Loop

Highway

Palmer Cre ek

Camp Mowich

Pass Barlow

S o u th

F o r k

S ti ll a g u a m is h

Trailhead

Sunrise X

R iv e r

E ld r e d e e k

0.50 1

SCALE IN MILES

Lone Mountain

Bald Mountain

So uth

Fo rk Sti lla gu ami sh

R iv er

Silverton

S ilv e r

G u lc h

Boanaza Queen Mine

0 0.5 1

SCALE IN MILES

Lake Kelcema

0 0.5 1

SCALE IN MILES

B O

U L D E R R

IV

E R W

IL

D E R

N E

W

ILDERNESSINDEFINITE BOUNDRY

INDEFINITE B

O

U N

D R

Y

G O

R D

O

R

ID

G E

D eer

C reek

Mountain

Lo o p

H ig h w a y

NF-20

BOULDER RIVER

WILDERNESS

B O

U N

D R

Y

Jim Creek

Naval

Reservation

Tulalip Indian

Reservattion

PRELIM

IN

ARY-

NOT FOR C

TYPICAL SECTION

TABULATION OF

C.1

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d w a e f1 c a .d g n

WA FS ERFO 2016(1)-20(3)

e p te m b e r

H a r r is

M il

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY-

NOT FOR C

NO SCALE

TYPICAL SECTION 1

LC

[1]Slope 1:4 1:4

[2

[2]

Existing ground

6'6' grade

Profile

6" compacted depth

Roadway aggregate, method 2, T o e o f fi ll

T o e o f fi ll

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

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

TYPICAL SECTION 2

1:4

1:4 [2]

FOOTNOTE:

Turf establishment[3]

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

Listing.

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

[2]

1:20

LC

[1] Slope

7'7'

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

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

T o e o f fi ll

T o p o f c u t

Existing ground

8" compacted depth

Roadway aggregate, method 2, grade

Profile

SHEET 1 OF 5

TYPICAL SECTION

Existing surface elevation and cross slope

Match existing pavement for structure dimensions

Profile, see Typical Section

Matchline

PAVEMENT TRANSITION

BEGINNING AND ENDING

APPLICABLE TO ALL TYPICAL SECTIONS

See typical sections

FSR 2081 MP 1.3 - 21+70 to 23+88

FSR 2800 MP 5.3 - 40+46 to 42+98

FSR 2081 MP 2.25 - 30+80 to 32+50

Variable Variable

Variable Variable

[3] [3]

[3] [3]

C.2

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d w a e f1 c b .d g n

WA FS ERFO 2016(1)-20(3)

e p te m b e r

H a r r is

M il

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY-

NOT FOR C

FOOTNOTE:

Turf establishment[3]

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

Listing.

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

NO SCALE

SHEET 2 OF 5

TYPICAL SECTION

TYPICAL SECTION 3

[1]Slope

1:4 1:4

[2

[2]

[2

Existing ground

6" compacted depth

Roadway aggregate, method 2, grade

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

T o e o f fi ll

6'6'

TYPICAL SECTION 4

[1]Slope

1:4 1:4

[2 ] [2]

Existing ground

6" compacted depth

Roadway aggregate, method 2, grade

Profile

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

T o e o f fi ll

6'6'

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

Roadway reconditioning

Variable

T o e o f fi ll

LC

LC

FSR 4052 MP 3.7 - Site

FSR 4052 MP 2.55-2.62- 60+00 to 61+15, 63+90 to 65+56

FSR 2800 MP 10.3-10.4 - Site

FSR 2700 MP 6.9 - 270+00 to 271+50, 272+31 to 273+62, 274+80 to 278+25 and 279+30 to 281+16

Variable

[3]

[3]

Variable

Variable

[3]

[3]

FSR 4052 MP 3.0 - 81+15 to 85+00

FSR 4052 MP 1.9 - 50+83 to 52+37

FSR 2700 MP 6.9 - 271+50 to 272+31, 273+62 to 274+80 and 278+25 TO 279+30

FSR 2083 MP 0.1 - 11+70 to 16+70

C.3

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d w a e f1 c b .d g n

WA FS ERFO 2016(1)-20(3)

e p te m b e r

H a r r is

M il

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY-

NOT FOR C

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

Listing.

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

NO SCALE

SHEET 3 OF 5

TYPICAL SECTION

LC

Profile grade

6" compacted depth

Roadway aggregate, method 2, 2%

Existing ground

3:1

TYPICAL SECTION 5

:1

7' 7'

1:2

3" compacted depth type 2

Asphalt concrete pavement, Geotextile filter method A, class 4

Placed riprap, FSR 2810 MP 2.3 - Site

Variable

Variable[3]

C.4

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d w a e f1 c b .d g n

WA FS ERFO 2016(1)-20(3)

e p te m b e r

H a r r is

M il

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY-

NOT FOR C

TYPICAL SECTION 7

[1]Slope

1:4 1:4

[2 ] [2]

Existing ground

3" compacted depth

Roadway aggregate, method 2, grade

Profile

T o e o f fi ll

6'6'

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

Roadway reconditioning

Variable

T o e o f fi ll

LC

FOOTNOTE:

Turf establishment[3]

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

Listing.

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

NO SCALE

SHEET 4 OF 5

TYPICAL SECTION

TYPICAL SECTION 8

[1]Slope

Existing ground

9" compacted depth

Roadway aggregate, method 2, grade

Profile

LC

TYPICAL SECTION 9

LC

9" compacted depth

Roadway aggregate, method 2, [1]Slope grade

Profile

1:4

1:4

[2]

[2] [2]

[2]

Existing ground

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

T o e o f fi ll

T o p o f

C u t

L im it s

C o n s tr u c ti

1:4 1:4

FSR 4052 MP 1.9 - 50+40 to 50+83 and 52+37 to 59+40

FSR 4052 MP 2.2 - 72+20 to 75+00

Variable

Variable Variable

11'11'

7' 7' [3][3]

[3][3]

FSR 2000 MP 39.9 - Site

C.5

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d w a e f1 c b .d g n

WA FS ERFO 2016(1)-20(3)

e p te m b e r

H a r r is

M il

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY-

NOT FOR C

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

Listing.

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

NO SCALE

SHEET 5 OF 5

TYPICAL SECTION

LC

[1]Slope grade

Profile

Existing ground

9" compacted depth

Roadway aggregate, method 2, 6'6' [3]

1:4

[2

1:4

[2] class 5

Placed riprap, method A, TYPICAL SECTION 10

Geotextile filter

LC

[1]Slope grade

Profile

9" compacted depth

Roadway aggregate, method 2, 6'6'

1:4 1:4

[2]

[2]

1:20

[3]

TYPICAL SECTION 11

T o e o f fi ll

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

T o e o f fi ll

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

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

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

T o e o f fi ll

T o e o f fi ll

FSR 2660 MP 4.1 - 402+80 to 403+80

FSR 2660 MP 4.1 - 401+25 to 402+80 and 403+80 to 404+50

VariableVariable

VariableVariable

[3]

C.6

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d w a e f1 c b .d g n

WA FS ERFO 2016(1)-20(3)

e p te m b e r

H a r r is

M il

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY-

NOT FOR C

TABULATION OF

D.1

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d w a e f1 fa .d g n

WA FS ERFO 2016(1)-20(3)

e p te m b e r

H a r r is

M il

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY-

NOT FOR C

20 4001020

Scale in feet

NOTE:

FSR 2000 MP 39.9

PLAN

N

Edge of road

LEGEND:

Roadway Aggregate, Method 2

B

B

(60" Plastic)

Cleaning culvert in place

MP 39.9

36-inch pipe culvert

MP 39.9

2. Install soil erosion control devices as needed.

representation. Adjust to fit field conditions.

1. Site not surveyed. Horizontal alignment is a

(48")

Cleaning culvert in place

MP 39.9

150'

(~260 CUYD)

Material excavation

(~741 CUYD)

Material excavation

LC

50' 50' see Section C for details

Surfacing, NO SCALE

SECTION B-B

Culvert

SECTION A-A

LC

10'

30'

New stream channel

A

A

1:2.5 1:2 .5

1:2.5

D.2

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d w a e f1 fc .d g n

WA FS ERFO 2016(1)-20(3)

e p te m b e r

H a r r is

M il

C h e c k e d b y

D e s ig n e d b y

C P

C P

PRELIM

IN

ARY-

NOT FOR C

995 1

Curve= C1003

D

R= 90.00'

T= 84.83'

L= 136.05' Curve= C1004

D

R= 1,100.00'

T= 60.72'

L= 121.32'

P C .1

4 PT 21+

25.93

PC

1+

.0

2 2

P T

.0

P C

.6

,0

.3

-8 .5

,0

.5

50' VC

K = 10

SSD = 241'

-1 .5

-1 .5

.3

-8 .7

95' VC

K = 20

.1

Slope stake limits

Profile grade

Profile grade

Profile grade

Existing ground

Existing ground

Existing ground

Line to be constructed

21+70

BEGIN FSR 2081

END FSR 2081

21+70 TO 23+85

FSR 2081 MP 1.3

PLAN AND PROFILE23+88

60-inch pipe culvert

22+68

El= 995.17

E= 2050.01

N= 1019.72

El= 1018.32

E=1859.74

N=990.54

N

NOTE:

this site.

1. Coordinates are assumed and unique to fiber roll

Soil erosion control, 22+34 to 22+95 LT fiber roll

Soil erosion control, 22+96 to 23+05 LT fiber roll

Soil erosion control, 22+52 to 22+92 LT

Slope stake limits

Placed riprap, class 2

22+68

Placed riprap, class 2

22+68

10 200510

Scale in feet

CUYD

EXC.

CUYD

EMB.

24+0023+5023+0022+5022+0021+5021+00

1011 991

1012 992

1013 993

1014 994

1015 995

1016 996

1017 997

1018 998

1019 999

D.3

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d w a e f1 fd .d g n

WA FS ERFO 2016(1)-20(3)

e p te m b e r

H a r r is

M il

C h e c k e d b y

D e s ig n e d b y

0 995

100010

CP

20811

20812

CP

PRELIM

IN

ARY-

NOT FOR C

29902

299529

,0

.1

,9

.8

-1 .2

+4.1

0%

150' VC

K = 10

,9

.5

PC

.7

PT 30+

54.82

PC

1+

.6

P T

.6

1 3

P C

.4

PT

2+

.0 4 33

PC 33+44.18

PT 33+

67.67

30+80

BEGIN FSR 2081

END FSR 2081

El=2998.58

E=5879.00

N=2987.97

32+50

30+80 TO 32+50

FSR 2081 MP 2.25

PLAN AND PROFILE

NOTE:

this site.

1. Coordinates are assumed and unique to

Profile grade

Existing ground

Line to be constructed

Edge of travel way

Slope stake limits fiber roll

Soil erosion control, 31+00 to 31+60 RT fiber roll

Soil erosion control, 311+05 to 31+25 LT silt fence

Soil erosion control, 31+25 to 32+53 LT fiber roll

Soil erosion control, 31+70 to 31+80 RT fiber roll

Soil erosion control, 32+25 to 32+50 RT fiber roll

Soil erosion control, 32+06 to 32+35 LT

El=3003.19

E=5822.94

N=3111.92

Curve= C1006

R= 115.00'

T= 43.74'

L= 83.59'

D

Curve= C1002

D

R= 40.00'

T= 31.98'

L= 53.95'

D

R= 100.00'

T= 5.05'

L= 10.09'

Curve= C1001

Placed riprap, method A, class 2

31+67 LT

Placed riprap, method A, class 2

31+67 RT

relaying culvert

Removing, cleaning, and

31+67

20 4001020

Scale in feet

CUYD

EXC.

CUYD

EMB.

35+0034+0033+0032+0031+0030+00

2990 2990

2992 2992

2994 2994

2996 2996

2998 2998

3000 3000

3002 3002

3004 3004

3006 3006

D.4

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d w a e f1 fe .d g n

WA FS ERFO 2016(1)-20(3)

e p te m b e r

H a r r is

M il le r

C h e c k e d b y

D e s ig n e d b y

0 3

PRELIM

IN

ARY-

NOT FOR C

P C

.4

P T

.8

P T

.7

P C

.4

P C

.6

,0

.3

+3.7

0%

,0

.5

200' VC

K = 19

N

Line to be constructed

Slope stake limits

Slope stake limits

Profile grade

Existing ground

11+70

BEGIN FSR 2083

El= 2001.3

E= 4000.99

N= 1975.54

11+70 to 14+00

FSR 2083 MP 0.1

PLAN AND PROFILE

Edge of travel way

48-inch pipe culvert

12+43

Curve= C1003

D

R= 200.00'

T= 16.60'

L= 33.12'

Curve= C1004

D

R= 2,000.00'

T= 44.18'

L= 88.34'

Curve= C1005

D

R= 100.00'

T= 43.08'

L= 81.36' fiber roll

Soil erosion control, 11+79 to 12+38 LT fiber roll

Soil erosion control, 13+31 to 14+00 RT fiber roll

Soil erosion control, 13+40 to 14+00 LT method A, class 2

Placed riprap, 12+43 Outlet method A, class 2

Placed riprap, 12+43 Inlet

36-inch pipe culvert

13+38 method A, class 2

Placed riprap, 13+38 Inlet method A, class 2

Placed riprap, 13+38 Outlet

10 200510

Scale in feet

3-foot minimum depth and 40 feet long.slopes, Excavate channel of 4-foot bottom width, 1V:2H side

CUYD

EXC.

CUYD

EMB.

14+0013+5013+0012+5012+0011+50

2001 2008

2002 2009

2003 2010

2004 2011

2005 2012

2006 2013

2007 2014

2008 2015

2009 2016

D.5

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d w a e f1 ff .d g n

WA FS ERFO 2016(1)-20(3)

e p te m b e r

H a r r is

M il le r

C h e c k e d b y

D e s ig n e d b y

2020 2

2025 2

2030 2

CP

20832

P

PRELIM

IN

ARY-

NOT FOR C

P T

.8

.5

.5

.5

.5

60' VC

K = 8

SSD = 176'

,0

.3

,0

.6

60' VC

K = 8

SSD = 176'

2015 2

N

Line to be constructed

Existing ground

END FSR 2083

14+00 TO 16+70

FSR 2083 MP 0.1

PLAN AND PROFILE

16+70

El= 2046.67

E=4330.75

N=1646.65

Profile grade

Profile grade

Profile grade

Profile grade

Profile grade

Existing ground Existing ground Existing ground

Existing ground

Edge of travel way Slope stake limits

Slope stake limits

D

R= 100.00'

T= 43.08'

L= 81.36'

Curve= C1005 fiber roll

Soil erosion control, 16+40 to 16+70 LT

10 200510

Scale in feet

CUYD

EXC.

CUYD

EMB.

16+5016+0015+5015+0014+5014+0013+50

2012 2042

2013 2043

2014 2044

2015 2045

2016 2046

2017 2047

2018 2048

2019 2049

2020 2050

D.6

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d w a e f1 fg .d g n

WA FS ERFO 2016(1)-20(3)

e p te m b e r

H a r r is

M il le r

C h e c k e d b y

D e s ig n e d b y

P

P

CP

20833

PRELIM

IN

ARY-

NOT FOR C

T

.0

P C

.7

P T

.8

P C

.9

P T

.2

P C

.5

P T

.1

P O

T

.7

Curv e= C

D

R= 80 0.00

T= 5 9.15

L= 1 18.0

9'

Curv e= C

D

R= 30 0.00

T= 5 2.16

L= 1 03.2

8'

Curv e= C

D

R= 20 0.00

T= 4 0.89

L= 8 0.66

,0

.6

,0

.0

+3.0

70' VC

K = 32

,0

.9

+5.

75' VC

K = 20

SSD = 321'

,0

.5

9+1.4000

60' VC

K = 43

,0

.9

+2.8

+3.9

0%

35' VC

K = 32

,0

.3

60"X 48"X

36"

90"X 60"X

40"

CONSTRUCTION

END

404+50

El.= Match Existing

E=

N= this site.

1. Coordinates are assumed and unique to

NOTE:

10 200510

Scale in feet

N

401+25 TO 404+50

FSR 2660 MP 4.1

PLAN AND PROFILE

Line to be constructed

36-inch pipe culvert

403+08

401+25

El.= Match Existing

E=

N=

CONSTRUCTION

BEGIN

Soil erosion control, fiber roll

401+25 to 402+75 LT Soil erosion control, fiber roll

403+80 to 404+50 LT

Profile grade

Existing ground

Clean culvert in-place

402+80

Clean culvert in-place

402+25 in-place

Clean culvert

403+51

Slope stake limits

Install diversion berm

CUYD

EXC.

CUYD

EMB.

406+00405+00404+00403+00402+00401+00400+00

998 998

1000 1000

1002 1002

1004 1004

1006 1006

1008 1008

1010 1010

1012 1012

1214 1014

D.7

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d w a e f1 fh .d g n

WA FS ERFO 2016(1)-20(3)

e p te m b e r

H a r r is

M il

C h e c k e d b y

D e s ig n e d b y

10201020

10251030

CP

CP

PRELIM

IN

ARY-

NOT FOR C

.0

P T

.0

P C

.8

P R

C

.4

.2

-1 .3

-1 .3

-1 .3

-1 .3

% -1 .3

-1 .3

Line to be constructed

N

270+00 to 273+00

FSR 2700 MP 6.9

PLAN AND PROFILE

CUYD

EXC.

CUYD

EMB.

272+00271+50271+00 270+00

988 962

989 963

990 964

991 965

992 966

993 967

994 968

995 969

996 970

270+50 272+50

981 976

BEGIN CONSTRUCTION

270+00.00

El=996.23

E=2073.9069

N=934.0910

Existing ground

Profile grade

273+00

Existing ground

Profile grade

Existing ground

Existing ground

Existing ground

Existing ground

Profile grade

Profile gradeProfile grade

Profile grade

10 200510

Scale in feet

Curve= RTP-1

D

R= 420.00'

T= 65.54'

L= 130.03'

Curve= RTP-2

D

R= 310.00'

T= 29.41'

L= 58.64'

NOTE:

this site.

1. Coordinates are assumed and unique to

Edge of travel way

Roadway reconditioning

270+00 to 271+50

Roadway reconditioning

272+31 to 273+62

3-foot minimum depth.

5-foot bottom width, 1V:1H side slopes, and

Excavate up drainage by 30 ft. Provide channel of

Placed riprap, method A, class 2

60-inch pipe culvert, 272+02

LEGEND:

Roadway Reconditioning fiber roll

Soil erosion control, 271+86 to 272+30 RT

D.8

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d w a e f1 fi .d g n

WA FS ERFO 2016(1)-20(3)

e p te m b e r

H a r r is

M il

C h e c k e d b y

D e s ig n e d b y

27652

CP

PRELIM

IN

ARY-

NOT FOR C

-1 .3

P R

C

.4

3 P

R C

.7

P T

.8

P C

.4

P T

.0

P C

.9

P T

.9

P C

.7

240' VC

K = 59

.9

-1 .3

-6.2377%

-6.2377% -6.2377%

-6.2377%

-6.2377%

CUYD

EXC.

CUYD

EMB.

275+00274+50274+00 273+00

957 938

958 939

959 940

960 941

961 942

962 943

963 944

964 945

965 946

273+50 275+50

273+00 to 276+00

FSR 2700 MP 6.9

PLAN AND PROFILE

276+00

Profile grade

Profile grade

Profile grade

Existing ground

Existing ground

Existing ground

Line to be constructed

N

Profile grade

Existing ground

Curve= RTP-3

D

R= 260.00'

T= 29.76'

L= 59.26'

Curve= RTP-4

D

R= 220.00'

T= 16.59'

L= 33.12'

Curve= RTP-5

D

R= 75.00'

T= 23.56'

L= 45.66'

Curve= RTP-6

D

R= 750.00'

T= 23.51'

L= 46.99'

10 200510

Scale in feet

NOTE:

this site.

1. Coordinates are assumed and unique to

Edge of travel way

Roadway reconditioning

272+31 to 273+62

Roadway reconditioning

274+80 to 278+25

Cleaning culvert in place

274+39

LEGEND:

Roadway Reconditioning fiber roll

Soil erosion control, 273+62 to 274+80 RT fiber roll

Soil erosion control, 273+87 to 274+57 LT

D.9

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d w a e f1 fj .d g n

WA FS ERFO 2016(1)-20(3)

e p te m b e r

H a r r is

M il le r

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY-

NOT FOR C

P T

.1

P C

.1

.7

100' VC

K = 19

SSD = 254'

-6.2377%

-1 .5

-1 .5

-1 .5

Profile grade

Profile grade

Existing ground

Existing ground

Line to be constructed

N

CUYD

EXC.

CUYD

EMB.

277+50277+00276+50

934 921

935 922

936 923

937 924

938 925

939 926

940 927

941 928

942 929

276+00 278+00

276+00 to 278+00

FSR 2700 MP 6.9

PLAN AND PROFILE

Profile grade

Existing ground

Curve= RTP-7

D

R= 240.00'

T= 67.94'

L= 132.41'

Edge of travel way

NOTE:

this site.

1. Coordinates are assumed and unique to

10 200510

Scale in feet

Roadway reconditioning

274+80 to 278+25

LEGEND:

Roadway Reconditioning

D.10

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d w a e f1 fk .d g n

WA FS ERFO 2016(1)-20(3)

e p te m b e r

H a r r is

M il le r

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY-

NOT FOR C

P T

.7

P C

.4

.2

170' VC

K = 31

-1 .5

-6.0145%

-6.0145%

-6.0145%

-6.0145%

5910 9

Profile grade

Line to be constructed

N

CUYD

EXC.

CUYD

EMB.

279+50279+00278+50

916 905

917 906

918 907

919 908

920 909

921 910

922 911

923 912

924 913

278+00 280+00

278+00 to 280+00

FSR 2700 MP 6.9

Existing ground

Profile grade

Profile grade

Existing ground

10 200510

Scale in feet

NOTE:NOTE:

this site.

1. Coordinates are assumed and unique to

NOTE:

Edge of travel way Curve= RTP-8

D

R= 345.00'

T= 96.72'

L= 188.60'

Roadway reconditioning

274+80 to 278+25

Roadway reconditioning

279+30 to 281+16

Cleaning culvert in place

279+78 24-inch pipe culvert

279+10

LEGEND:

Roadway Reconditioning fiber roll

Soil erosion control, 278+25 to 279+03 RT fiber roll

Soil erosion control, 278+25 to 279+30 LT welded wire face. See Section G

Mechanical stabilized earth wall, 278+25 to 278+97

D.11

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d w a e f1 fl .d g n

WA FS ERFO 2016(1)-20(3)

e p te m b e r

H a r r is

M il le r

C h e c k e d b y

D e s ig n e d b y

910 910

PRELIM

IN

ARY-

NOT FOR C

P C

.4

P T

.4

P O

T

.1

.4

100' VC

K = 78

SSD = 895'

-7.2921%

.4

-7.2921%

-6.0145%

Profile grade

Line to be constructed

N

CUYD

EXC.

CUYD

EMB.

281+50281+00280+50

280+00

280+00 to 281+16

FSR 2700 MP 6.9

END CONSTRUCTION

281+16.00

El=901.46

E=2829.7870

N=212.8530

10 200510

Scale in feet

El=901.46

E=2829.7870

N=212.8530

NOTE:NOTE:

this site.

1. Coordinates are assumed and unique to

NOTE:

Edge of travel way

Curve= RTP-9

D

R= 340.00'

T= 46.29'

L= 92.01'

Roadway reconditioning

279+30 to 281+16

LEGEND:

Roadway Reconditioning

D.12

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d w a e f1 fm .d g n

WA FS ERFO 2016(1)-20(3)

e p te m b e r

H a r r is

M il le r

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY-

NOT FOR C

.8

.6

+0.6700%

120' VC

K = 28

,0

.4

+5.

+2.00 00%

60' VC

K = 20

SSD = 390'

,0

.1

P O

T

.0

P C

.5

P T

.2

P O

T

.0

N

Curve= C1001

D

R= 100.00'

T= 44.49'

L= 83.72'

Profile grade

Existing ground

Line to be constructed

El=994.88

E=2961.662

N=1759.060

El=1001.19

E=3027.419

N=2053.146

Slope stake limits

40+46 42+98

BEGIN FSR 2800 END FSR 2800

40+46 TO 42+98

FSR 2800 MP 5.3

PLAN AND PROFILE

Placed riprap, method A, class 5

216-inch structural plate pipe, 41+63

20 4001020

Scale in feet

NOTE:

this site.

1. Coordinates are assumed and unique to fiber roll

Soil erosion control, 40+46 to 41+96 LT fiber roll

Soil erosion control, 41+59 to 41+96 LT fiber roll

Soil erosion control, 41+00 to 41+75 RT fiber roll

Soil erosion control, 41+01 to 41+53 RT fiber roll

Soil erosion control, 41+02 to 41+35 RT

CUYD

EXC.

CUYD

EMB.

14+0013+0012+0011+0010+00

986 986

988 988

990 990

992 992

994 994

996 996

998 998

1000 1000

1002 1002

D.13

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d w a e f1 fn .d g n

WA FS ERFO 2016(1)-20(3)

e p te m b e r

H a r r is

M il le r

C h e c k e d b y

D e s ig n e d b y

0 9

CP

28402

PRELIM

IN

ARY-

NOT FOR C

NOTE:

Edge of road

PLAN VIEW

FSR 2800 MP 10.3-10.4

PLAN

(government furnished)

36-inch pipe culvert

MP 10.3

(government furnished)

108-inch pipe culvert

MP 10.4

see Detail A class 4, Placed riprap, method A, 300'

12'

DETAIL A

45'

Flow

A A

SECTION A-A

45' class 4, Placed riprap, method A, class 4, Placed riprap, method A, Pipe culvert

Flow

2. Install soil erosion control devices as needed.

representation. Adjust to fit field conditions.

1. Site not surveyed. Horizontal alignment is a class 4. See Section F

Placed riprap, method A, 27'

SECTION B-B

B

B

108-inch pipe culvert

6-inch compacted depth

Roadway aggregate, method 2, D.14

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d w a e f1 fo .d g n

WA FS ERFO 2016(1)-20(3)

e p te m b e r

H a r r is

M il

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY-

NOT FOR C

PLAN VIEW

Edge of Road

FSR 2800 MP 11.0 (11.4)

PLAN

NO SCALE

NOTE:

96-inch pipe culvert

DETAIL A

45'

Flow

A A

SECTION A-A

45' class 4, Placed riprap, method A, class 4, Placed riprap, method A, Pipe culvert

Flow

20'

SECTION B-B

B

B

Placed riprap, method A, class 4, class 4. See Detail A

Placed riprap, method A, 6-inch compacted depth

Roadway aggregate, method 2,

3. Inlet riprap protection depth is 3 feet.

2. Install soil erosion control devices as needed.

representation. Adjust to fit field conditions.

1. Site not surveyed. Horizontal alignment is a

96-inch pipe culvert bottom width, 1V:1H side slopes, and 3-foot minimum depth.

Excavate up drainage by 20 ft. Provide channel of 5-foot

D.15

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d w a e f1 fp .d g n

WA FS ERFO 206(1)-20(3)

e p te m b e r

H a r r is

M il

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY-

NOT FOR C

PLAN VIEW

14'

Edge of road

FSR 2810 MP 2.3

PLAN

NOTE:

2. Install soil erosion control devices as needed.

representation. Adjust to fit field conditions.

1. Site not surveyed. Horizontal alignment is a

LEGEND:

Special Rock Embankment

Repair roadway silt fence

Soil erosion control, 30'

8' depth

Placed riprap, method A, class 4, D.16

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d w a e f1 fq .d g n

WA FS ERFO 2016(1)-20(3)

e p te m b e r

H a r r is

M il

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY-

NOT FOR C

P O

T

.0

P C

.6

P T

.7

P C

.8

,0

.6

-8.2000%

,0

.1

-5.1000%

60' VC

K = 19

,9

.0

-6.4000%

60' VC

K = 46

SSD = 860'

,9

.1

,9

.1

10 200510

Scale in feet this site.

1. Coordinates are assumed and unique to

NOTE:

Edge of travel way

50+40 TO 53+00

FSR 4052 MP 1.9

PLAN AND PROFILE

LEGEND:

N

Roadway Reconditioning

CONSTRUCTION

BEGIN

50+40

El.= 2002.60

E=

N=

Existing ground

Existing ground

Existing ground

Profile grade

Profile grade

Curve= C1002

D

R= 270.00'

T= 65.41'

L= 128.34'

T= 75.93'

L= 150.08'

R= 400.00'

Curve= C1001

D

Line to be constructed

Slope stake limits

Slope stake limits class 2

Placed riprap, method A, class 2

Placed riprap, method A, fiber roll

Soil erosion control, 50+86 to 51+70 RT

Roadway reconditioning

50+40 to 50+83

Roadway reconditioning

52+37 to 59+80

Clean existing culvert in place

CUYD

EXC.

CUYD

EMB.

53+0052+5052+0051+5051+0050+5050+00

2001 1985

2002 1986

2003 1987

2004 1988

2005 1989

2006 1990

2007 1991

2008 1992

2009 1993

D.17

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d w a e f1 fs .d g n

WA FS ERFO 2016(1)-20(3)

e p te m b e r

H a r r is

M il

C h e c k e d b y

D e s ig n e d b y

C P

PRELIM

IN

ARY-

NOT FOR C

P T

.1

10 200510

Scale in feet this site.

1. Coordinates are assumed and unique to

NOTE:

Edge of travel way

53+00 TO 55+50

FSR 4052 MP 1.9

PLAN AND PROFILE

LEGEND:

N

Roadway Reconditioning

Existing ground

Line to be constructed Roadway reconditioning

52+37 to 59+80

CUYD

EXC.

CUYD

EMB.

55+5055+0054+5054+0053+5053+00

1981 1965

1982 1966

1983 1967

1984 1968

1985 1969

1986 1970

1987 1971

1988 1972

1989 1973

D.18

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d w a e f1 ft .d g n

WA FS ERFO 2016(1)-20(3)

e p te m b e r

H a r r is

M il

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY-

NOT FOR C

.6

P T

.0

P C

.3

P T

.0

10 200510

Scale in feet this site.

1. Coordinates are assumed and unique to

NOTE:

Edge of travel way

LEGEND:

N

Roadway Reconditioning

Existing ground

Line to be constructed

Roadway reconditioning

52+37 to 59+80

55+50 TO 58+50

FSR 4052 MP 1.9

PLAN AND PROFILE

Existing ground

Existing ground

CUYD

EXC.

CUYD

EMB.

58+5058+0057+5057+0056+5056+0055+50

1960 1944

1961 1945

1962 1946

1963 1947

1964 1948

1965 1949

1966 1950

1967 1951

1968 1952

D.19

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d w a e f1 fu .d g n

WA FS ERFO 2016(1)-20(3)

e p te m b e r

H a r r is

M il

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY-

NOT FOR C

P O

T

.7

10 200510

Scale in feet this site.

1. Coordinates are assumed and unique to

NOTE:

Edge of travel way

LEGEND:

N

CONSTRUCTION

END

Roadway Reconditioning

Existing ground

Line to be constructed Roadway reconditioning

52+37 to 59+80

59+40

58+50 TO 59+40

FSR 4052 MP 1.9

PLAN AND PROFILE

El.= Match Existing

E=

N=

CUYD

EXC.

CUYD

EMB.

59+5059+0058+50

1936 1936

1937 1937

1938 1938

1939 1939

1940 1940

1941 1941

1942 1942

1943 1943

1944 1944

D.20

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d w a e f1 fv .d g n

WA FS ERFO 2016(1)-20(3)

e p te m b e r

H a r r is

M il

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY-

NOT FOR C

P T

.2

P C

.2

P T

.0

P C

.6

P T

.8

P O

T

.7

-6.2500%

,0

.2

-6.2500%

,0

.7

N

Profile grade

Line to be constructed

Slope stake limits

72+20

75+00

BEGIN FSR 4052

END FSR 4052

20 4001020

Scale in feet

NOTE:

fiber roll

Soil erosion control, 72+20 to 73+17 RT

72+20 TO 75+00

FSR 4052 MP 2.2

PLAN AND PROFILE

Existing ground fiber roll

Soil erosion control, 72+20 to 72+50 LT fiber roll

Soil erosion control, 73+25 to 73+65 RT fiber roll

Soil erosion control, 74+75 to 75+00 RT fiber roll

Soil erosion control, 74+38 to 75+00 LT

El= 3007.78

E=

N=

El= 3025.28

E=

N= riprap class 2.

2. Conserve existing riprap onsite for placing this site.

1. Coordinates are assumed and unique to class 2

Placed riprap, method A, 73+22 LT class 2

Placed riprap, method A, 73+22 RT

Existing debris pile

Existing debris pile and concrete ford

48-inch pipe culvert

73+22 field fit concrete ford

Adjust profile to

CUYD

EXC.

CUYD

EMB.

77+0076+0075+0074+0073+0072+0071+00

3018 2992

3020 2994

3022 2996

3024 2998

3026 3000

3028 3002

3030 3004

3032 3006

3034 3008

D.21

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d w a e f1 fw .d g n

WA FS ERFO 2016(1)-20(3)

e p te m b e r

H a r r is

M il le r

C h e c k e d b y

D e s ig n e d b y

C P

C P

PRELIM

IN

ARY-

NOT FOR C

T

.0

P C

.8

P T

.9

C u r v e C

DR

.0

T

.1

L

.0

.7

.7

.7

.1

.8

30' VC

K = 4

SSD = 171'

.1

-2.3000%

.8

+3.8

0%

90' VC

K = 7

50' VC

SSD = 87'

K = 2.85

3.75%

60' VC

K = 3.6

.5

.0

60+00 TO 63+00

FSR 4052 MP 2.55

PLAN AND PROFILE

60+00

El.= Match Existing

E=

N= this site.

1. Coordinates are assumed and unique to

NOTE:

LEGEND:

Roadway Reconditioning

10 200510

Scale in feet

Line to be constructed

Roadway reconditioning

60+00 to 61+15

N from roadway reconditioning

Match grade raise of 6"

61+15

Soil erosion control, fiber roll

61+15 to 61+75 LT

Soil erosion control, fiber roll

62+31 to 63+22 LT

Soil erosion control, fiber roll

62+18 to 63+17 LT

Concrete

62+00 (Ford) class 2

Placed riprap, method A, 62+00 LT (Ford)

CONSTRUCTION

BEGIN

Alternative Profile Grade

Alternative Profile Grade

Alternative Profile Grade concrete ford Protect existing

CUYD

EXC.

CUYD

EMB.

63+0062+5062+0061+5061+0060+5060+00

476 491

477 492

478 493

479 494

480 495

481 496

482 497

483 498

484 499

D.22

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d w a e f1 fx .d g n

WA FS ERFO 2016(1)-20(3)

e p te m b e r

H a r r is

M il

C h e c k e d b y

D e s ig n e d b y

5 4

CP

40527

PRELIM

IN

ARY-

NOT FOR C

P C

.2

P T

.1

P O

T

.7

C u r v e C

DR

,0

.0

T

.9

L

.8

.4

6.

70' VC

K = 7

SSD = 142'

.8

7.

.3

100' VC

SSD = 457'

K = 37.68

7.

7.

5.

.0

.0

.4

50' VC

SSD = 232.50'

K = 9.62

.0

.1

63+00 TO 65+56

FSR 4052 MP 2.55

PLAN AND PROFILE

CONSTRUCTION

END

El.= Match Existing

E=

N= this site.

1. Coordinates are assumed and unique to

NOTE:

LEGEND:

Roadway Reconditioning

10 200510

Scale in feet

Line to be constructed

Roadway reconditioning

63+90 to 65+56

N

Soil erosion control, fiber roll

62+31 to 63+22 LT

Soil erosion control, fiber roll

62+18 to 63+17 LT from roadway reconditioning

Match grade raise of 6"

63+90

Soil erosion control, fiber roll

63+70 to 63+90 LT

Soil erosion control, fiber roll

63+64 to 63+90 RT

48-inch pipe culvert

64+26

48-inch pipe culvert

63+71

65+56.79

Alternative Profile Grade

Alternative Profile Grade

Alternative Profile Grade

Alternative Profile Grade

CUYD

EXC.

CUYD

EMB.

63+0062+5062+0061+5061+0060+5060+00

498 521

499 522

478 523

500 524

501 525

502 526

503 527

504 528

505 529

D.23

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d w a e f1 fy .d g n

WA FS ERFO 2016(1)-20(3)

e p te m b e r

H a r r is

M il

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY-

NOT FOR C

T

.0

P C

.0

P T .0

P C .9

P T

.8

P C

.4

P T

.3

P C

.5

P T

.2

Cur ve= C1

R= 3 25.

00'

T= .02

L= .01

Cur ve= C1

D

R= 1 25.

00'

T= .19

L=

7.9 0'

Cur ve= C1

D

R= 2 25.

00'

T= .70

L= .90

Cur ve= C1

D

R= 5 00.

00'

T= .94

L= .72

,0

.7

-7.4500%

5 4

,9

.9

80' VC

K = 22

SSD = 336' -1

.1

,9

.9

-8.2000%

120' VC

K = 41

-8.2000% this site.

1. Coordinates are assumed and unique to

NOTE:LEGEND:

Roadway Reconditioning

10 200510

Scale in feet

N

Line to be constructed

81+20

El.= Match Existing

E=

N=

CONSTRUCTION

BEGIN

Profile grade

Existing ground

Slope stake limits

Profile grade

Existing ground

81+20 TO 86+00

FSR 4052 MP 3.0

PLAN AND PROFILE

Profile grade

Profile grade

Existing ground

Existing ground

Roadway reconditioning

85+00 to 86+60 Slope stake limits

Clean culvert in place

81+74

Clean culvert in-place

82+98

4052 MP 2.2)

class 2 (from site method A, Placed riprap, 81+74

4052 MP 2.2)

class 2 (from site method A, Placed riprap, 81+74

Removal of stream debris fiber roll

Soil erosion control, 81+20 to 81+58 LT fiber roll

Soil erosion control, 81+20 to 81+66 RT fiber roll

Soil erosion control, 82+35 to 82+68 LT fiber roll

Soil erosion control, 83+13 to 83+90 RT

CUYD

EXC.

CUYD

EMB.

86+00 85+00 84+00 83+00 82+00 81+00 80+00

4992 4948

4994 4950

4996 4952

4998 4954

5000 4956

5002 4958

5004 4960

5006 4962

5008 4964

D.24

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d w a e f1 fz .d g n

WA FS ERFO 2016(1)-20(3)

e p te m b e r

H a r r is

M il

C h e c k e d b y

D e s ig n e d b y

5 497

CP

CP

108" C M P

C

PRELIM

IN

ARY-

NOT FOR C

P T

.2

P C

.6

P T

.4

P O

T

.7

Cur ve= C1

R= 5 00.

00'

T= .94

L= .72

Cur ve= C1

D

R= 3 25.

00'

T= .93

L= .83

,9

.2

-8.2000%

CONSTRUCTION

END

86+60

El.= Match Existing

E=

N= this site.

1. Coordinates are assumed and unique to

NOTE:

LEGEND:

Roadway Reconditioning

10 200510

Scale in feet

N

Line to be constructed

Profile grade Existing ground

86+00 TO 87+73

FSR 4052 MP 3.0

PLAN AND PROFILE

Roadway reconditioning

85+00 to 86+60

CUYD

EXC.

CUYD

EMB.

88+00 87+00 86+00

4942 4942

4944 4944

4946 4946

4948 4948

4950 4950

4952 4952

4954 4954

4956 4956

4958 4958

D.25

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d w a e f1 fz a .d g n

WA FS ERFO 2016(1)-20(3)

e p te m b e r

H a r r is

M il

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY-

NOT FOR C

NOTE:

PLAN VIEW

LEGEND:

Roadway Aggregate, Method 2

2. Install soil erosion control devices as needed.

representation. Adjust to fit field conditions.

1. Site not surveyed. Horizontal alignment is a

FSR 4052 MP 3.7

PLAN

36-inch pipe culvert

MP 3.7 5

15' (50' L x 15' W x 5' D)

Remove slide material

MP 3.7

240'

Roadway Reconditioning

Roadway reconditioning

D.26

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d w a e f1 fz b .d g n

WA FS ERFO 2016(1)-20(3)

e p te m b e r

H a r r is

M il

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY-

NOT FOR C

POINT

NUMBER NORTH EAST ELEVATION DESCRIPTION POINT

NUMBER NORTH EAST ELEVATION DESCRIPTION

FSR 2000 MP 35.5 FSR 4052 MP 2.9

20351 2000.000 3000.000 1000.000 5/8" IR w/fhwa alum cap 40527 5000.000 5000.000 500.000 5/8" IR W/FHWA ALUM CAP

20352 1863.996 2843.545 1004.652 5/8" IR w/fhwa alum cap 40528 5152.370 5000.000 513.821 5/8" IR W/FHWA ALUM CAP

FSR 2000 MP 39.9 FSR 4052 MP 3.2

20391 1000.000 2000.000 500.000 5/8" IR w/fhwa alum cap 40529 29994.992 20143.405 4989.369 5/8" IR W/FHWA ALUM CAP

20392 535.885 2098.650 482.817 5/8" IR w/fhwa alum cap 40530 30000.000 20000.000 5000.000 5/8" IR W/FHWA ALUM CAP

FSR 2660 MP 4.1 FSR 4065 MP 1.2

26601 3000.000 4000.000 1000.000 5/8" IR w/fhwa alum cap 40651 2000.000 4000.000 2000.000 5/8" IR W/FHWA ALUM CAP

26602 2960.222 4138.719 1005.018 5/8" IR w/fhwa alum cap 40652 1644.455 3930.889 1994.393 5/8" IR W/FHWA ALUM CAP

FSR 2700 MP 6.9

27651 1000.000 2000.000 1000.000 5/8" IR w/fhwa alum cap

27652 866.248 2133.751 982.813 5/8" IR w/fhwa alum cap

FSR 2800 MP 4

28401 2128.349 3089.871 999.950 5/8" IR w/fhwa alum cap

28402 2000.000 3000.000 1000.000 5/8" IR w/fhwa alum cap

FSR 4052 MP 1.9

40521 2000.000 4000.000 2000.000 5/8" IR w/fhwa alum cap

40522 2175.834 3906.507 2015.916 5/8" IR w/fhwa alum cap

FSR 4036 MP 0.1

16101 1000.000 2000.000 1000.000 5/8" IR w/fhwa alum cap

16102 934.556 2262.480 1000.254 5/8" IR w/fhwa alum cap

FSR 2081 MP 1.3

20811 1000.000 2000.000 1000.000 5/8" IR W/FHWA ALUM CAP

20812 959.459 1888.615 1014.383 5/8" IR W/FHWA ALUM CAP

FSR 2081 MP 2.2

20813 3053.424 6079.210 2995.055

20814 3000.000 6000.000 3000.000

20815 2983.635 5868.982 2998.061

FSR 2083 MP 0.5

20831 2181.639 3958.064 1984.589 5/8" IR W/FHWA ALUM CAP

20832 2000.000 4000.000 2000.000 5/8" IR W/FHWA ALUM CAP

20833 1666.617 4314.665 2043.854 5/8" IR W/FHWA ALUM CAP

20834 1592.349 4480.539 2062.878 5/8" IR W/FHWA ALUM CAP

FSR 4052 MP 2.2

40523 3000.000 6000.000 3000.000 5/8" IR W/FHWA ALUM CAP

40524 3125.610 5833.309 3008.246 5/8" IR W/FHWA ALUM CAP

PROJECT :Darrington District Emergency Repairs, Phase 1 DATE OF FIELD WORK : Multiple entries

PROJECT UNITS : US SURVEY FOOT

COORDINATE SYSTEM : Assumed

VERTICAL DATUM : Assumed

PROJECT COORDINATES PROJECT COORDINATES

c:

\m yf ile s\ pw

_p ro du ct io n\ d0 w a-ef

3f ze .x ls x]

S he et

-S ep

-2

1:

P

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.27

SHEET

NUMBER

FS ERFO 2016(1)-20(3)WA

SURVEY CONTROL

PRELIM

IN

ARY-

NOT FOR C

EROSION CONTROL

TABULATION OF

E.1

STATE PROJECT

NUMBER

SHEET

U

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

WA FS ERFO 2016(1)-20(3)

e p te m b e r

H a r r is

M il

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY-

NOT FOR C

EROSION CONTROL

TABULATION OF

E.2

STATE PROJECT

NUMBER

SHEET

U

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

WA FS ERFO 2016(1)-20(3)

e p te m b e r

H a r r is

M il

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY-

NOT FOR C

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.)

157-5

STANDARD APPROVED FOR USE 6/2005

DRAFT: 3/2014

REVISED: 6/2007

DIVERSION CHANNELS

TEMPORARY

6" deep and secure with riprap or sandbags.

2'2'

Bury plastic liner 6" deep

2'2'

STATE PROJECT

NUMBER

SHEET

E.3

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS ERFO 2016(1)-20(3) WA

U S

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

A u g u s t

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

NOTE:

with plastic liner or riprap

Temporary diversion channel

PRELIM

IN

ARY-

NOT FOR C

POST AND GEOTEXTILE INSTALLATION DETAIL

SILT FENCE INSTALLATION AT TOE OF FILL

Fi ll slo pe

T o e o f s lo p e

PLAN

ELEVATION

4.

3.

2.

1.

T o e o f s lo p e

Fi ll sl op e

ELEVATION

PLAN

PLAN

PLAN

END DETAIL

END POSTS DETAIL

POSTS AT JOINTS

Varies

Varies

Geotextile

Steel or wood post

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

S e e N o te

Limits of clearing

(undisturbed)

Silt fence reinforcement

REVISED: 10/2016

DETAIL APPROVED FOR USE --/----

WESTERN FEDERAL LANDS HIGHWAY DIVISION

SILT FENCE

W157-1

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

E.4

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS ERFO 2016(1)-20(3) WA

U S

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

J u ly

NOTE:

Staple or tie

Section B

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

Steel or wood posts

Steel or wood post

Staple or tie

Geotextile fabric

Fasten fabric to posts around each post one full turn.

Fold geotextile fabric See Note 3

End Posts Detail

End posts, see

End Posts Detail

End posts, see

See Note 3 fabric, Section A

Geotextile

Flow

Flow

Flow running around the ends.

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

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

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

as long as specified dimensions are satisfied. Follow

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

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

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

4" min.

6" min. trench

PRELIM

IN

ARY-

NOT FOR C

Spacing Slope

STAKES REQUIRED

1:1

1:2

1:3

1:4 or flatter for each roll

Stakes required

FIBER ROLL SPACING

Fiber roll length

Fl ow

T o e o f fi ll s lo p e

ELEVATION

PLAN

disturbed areas

Runoff from

INSTALLATION BEYOND TOE OF SLOPE

INSTALLATION ALONG SLOPES

FIBER ROLL STAKING DETAIL

PROPERLY STAKED AND ENTRENCHED FIBER ROLL

Existing ground (typ.)

Fiber roll

Flow direction

Slope

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

S ee F ib er R ol l

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

D along contours

Install fiber rolls

Fiber roll

Slope

Fi ll slo pe

Direction of runoff ground

Existing soil to match ground level

Backfilled and compacted

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

Pay lim its

Pay lim its

SLOPE PROTECTION INSTALLATION

ALTERNATE FIBER ROLL JOINT DETAIL

FIBER ROLL LAPPING DETAIL

on uphill side of fiber roll

Place excavated material Stagger joints (typ.)

2.

1.

permanent installations. Do not crush fiber roll while staking.

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

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

DRAFT: 7/2016

REVISED:

DETAIL APPROVED FOR USE 10/2014

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FIBER ROLL

(FT)

(FT)

W157-21

2" (min.) Excavate trench 2"

1" x 1" or 1" Ø ove rlap

12" (m in.)

t o m in m in

1" x 1" Wood stake as specified in plans

3' min. or

3' (min.)

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

6-inches from fiber roll end angles towards the adjacent

Overlap fiber rolls 12-inch minimum. Drive stakes at

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

E.5

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS ERFO 2016(1)-20(3) WA

U S

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

J u ly

NOTE:

PRELIM

IN

ARY-

NOT FOR C

10.4 x 16 25101 -0100

25101 -0200

25101 -0200

25101 -0400

25101 -0500

25101 -0700

60101 -0000

60201 -0800

60201 -1000

60201 -1000

60201 -1200

60201 -1400

60201 -2000

60201 -2200

60301 -0360

60702 -1000

60704 -0000

64703 -2000

64703 -5000

Station

ES

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REMARKS

See below for numbered notes FEET CUYD CUYD CUYD CUYD CUYD CUYD CUYD CUYD LNFT LNFT LNFT LNFT LNFT LNFT LNFT LNFT LNFT EACH EACH EACH SQYD Lt Rt

BASE SCHEDULE

FSR 2000, MP 39.9 54 2

FSR 2081, MP 1.3 32 56

FSR 2081, MP 2.25 155 66

FSR 2083, MP 0.1 34 32 36

FSR 2660, MP 4.1, 402+25 1

FSR 2660, MP 4.1, 402+80 1

FSR 2660, MP 4.1, Slope 603

FSR 2660, MP 4.1, 403+08 38

FSR 2660, MP 4.1, 403+51 1

FSR 2700, MP 6.9, 272+02 20 40

FSR 2700, MP 6.9, 274+39 1

FSR 2700, MP 6.9, 279+10 22

FSR 2700, MP 6.9, 279+78 1

FSR 2800, MP 5.3, 41+63 40 100

FSR 2800, MP 10.3-10.4, MP 10.3 188 50

FSR 2800, MP 10.3-10.4, MP 10.4 188 76

FSR 2800, MP 11.0 (11.4) 210 100

FSR 2810, MP 2.3 444 278

CUMULATIVE TOTAL 0 0 241 0 1030 643 0 0 22 70 104 36 96 100 76 100 66 7 0 0 278

Allowable Pipe Material

NOTE: A Aluminum AS Aluminized steel C Concrete GS Galvanized steel P Plastic (blank) Any appropriate material x/__ Any appropriate material except __

3. Aluminum pipe culvert minimum wall thickness is the larger of ____" or the thickness required by the Std. 602-1 fill height table.

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